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801 Atlantic Blvd Electrical Requirements Power Quality Distribution and Grounding Requirements Warning This equipment must be earthed. Main Terminal Block 1 2 Heater; 3 LNEI AC E 4 L6;61 Outlet � 6 I Heater 5 5, 6 j l fuse 4 4 L 1 7 3 3'� �31ptmlp N 28 2 2ply E 3 g 1 1 E 10 L 177, _ I 11 N 818 12 E 99 10!10F;-ri-J � Fuse values=240V=6A N11 11 1 E1212� Low Temperature j Thermostat j E L N 6 5 4 3 2 1 1 pSU Transformer Note:Low Temperature Thermostat is closed at 10°and above The ATM operates from a single phase 3 wire supply; live, neutral Grounding Requirements and ground.The power requirements of this unit will normally permit it to operate within existing wiring configurations and from existing branch mains outlets with the following provisions: 1 If this supply is provided from a general purpose distribution panel, the other branch circuits from this panel must not be used to support heavy inductive loads such as air conditioners, elevators, microwave ovens, and so on. Nor may such equipment be operated on the same branch circuit as the ATM. 2 If using distribution panels, all branch circuit grounding conductors must be connected to an insulated terminal strip in the distribution panel. The grounding conductor from the distribution panel to the building ground point must be at least equal in size to the power conductor necessary to supply the NCR system. Note: The building ground point can affect data integrity. 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CL � § \ § . g � . \ \ \ \ \ % 0 \ ^ \ E 4 . ) \ _ 0 0 5 ® \ ) \ / \ \ \ ƒ \ $ \ \ 5 8 % _ ± E & 7 y 04 z0 a } U 2 7 = u e \ 7 \ . ƒ § z a 2 O m c � _ % . � � u 5 » \ @ ( a ® Z ; § 5 cc a u § ° E % E % \ k s / / DESIGN REVIEW COMMENTS CITY OF ATLANTIC BEACH t• DEPARTMENT OF PUBLIC WORKS 7tT iG Atlantic Beach, Florida All Project Segment: 60% Design Date Returned: 8/31/06 Design Phase: Plans dated 8/25/06 Date of Issuance: Designer: Tim Focht, P.E., Connelly&Wicker, inc. Reviewer: Rick Carper, P.E. Sheet RESPONSE TO COMMENT BY CITY NO. ITEM COMMENT DESIGN CONSULTANT ACTION ON PLANS ACTION/RESOLUTION Calc's 1 A copy of the geotechnical report has been attached for your reference. Please note, the proposed bleed down at the bottom of the system will locally Calculations do not include Estimated Seasonal High maintain the SHGW such that it Water Table elevation. Required to ensure treatment won't adversely impact the system will function per design. StormTech system. Cover 1 Location arrow has Project Location arrow is off by—2 miles. been adjusted. C-3/4 1 Asphalt driveway along Royal Palms Drive must be A note has been completely removed. added on sheet 4 for the removal of the existing drive. C-4 1 Drop curb along Royal Palms Drive to be replaced with A note has been 18" City Standard curb to new driveway. City Standard added on sheet 4 for curb to be installed from north side of driveway to the removal & property line. Ensure entire gutter drains to the north. construction of 18" std. curb&gutter 2 Royal Palms driveway material not specified —3000 psi Driveway connection concrete — 6" thick, with drop curb / gutter required. to Royal Palms has FDOT 515 driveway is approved alternative. been modified. Detail Reinforcement with steel not authorized in city right of for concrete driveway way. apron on C-8 has been revised as requested. 3 Plans show trash can enclosure — if trash cans used, Proposed development can not employees will be required to take trash to curb and afford to lose parking spaces to retrieve cans for garbage service—recommend dum ster accommodate a trash dum ster. J:\616 Jax Fed Cr Un(Atlantic Beach)\Correspond\civil resubmittal info\CityReviewcomments_response#1.doc Pagel i DESIGN REVIEW COMMENTS CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS Atlantic Beach, Florida Project Segment: 60% Design Date Returned: 8/31/06 Design Phase: Plans dated 8/25/06 Date of Issuance: Designer: Tim Focht, P.E., Connelly&Wicker, Inc. Reviewer: Rick Carper, P.E. Sheet RESPONSE TO COMMENT BY CITY NO. ITEM COMMENT DESIGN CONSULTANT ACTION ON PLANS ACTION/RESOLUTION i service (enclosure required). Owners are willing to require employees to take trash to curb. In a pre-application meeting, it was discussed that a trash dumpster was not required. 4 Parking proposed is greater than 10% in excess of that Proposed development requires required by Code(Sect.24-161 (a))—recommend using the number of proposed parking some of excess for dumpster enclosure. spaces for both employees and members. It was agreed in a pre- application meeting with Sonya Doerr that the proposed parking was permittable. C-5 1 Provide copies of FDOT Drainage system connection permit and SJRWMD ERP when issued. Also copy of Copies of the requested permits Engineer's Certification of As-built Construction upon will be provided upon FDOT and completion. SJRWMD approval. 2 Spot elevations provided are insufficient to show parts of Spot elevations and STA drainage area to do not drain into street via the flow arrows have been driveway. added to sheet C-5 to clarify the proposed drainage flow direction. 3 Additional erosion control measures/silt fence required Erosion protection has along east and south boundaries to ensure site runoff been added at the does not enter city or FDOT drainage systems without existing FDOT curb filtering. inlet. 4 StormTech Design Guide indicates pre-treatment is Yes, the sump in structure 5 is Inspection ports have typically required for chamber use. Is ST-5 sump bottom considered pre-treatment. been added to provide (-1.6') intended to provide pretreatment? Provide access for yearly maintenance requirements/plan for Stormtech system. maintenance. I J:1616 Jax Fed Cr Un(Atlantic Beach)1Correspondlcivil resubmittal info\CityReviewcomments_response#1.doc j Page 2 SII i DESIGN REVIEW COMMENTS CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS I Atlantic Beach, Florida i Project Segment: 60% Design Date Returned: 8/31/06 Design Phase: Plans dated 8/25/06 Date of Issuance: Designer: Tim Focht, P.E., Connelly&Wicker, in Reviewer: Rick Carper, P.E. Sheet RESPONSE TO COMMENT BY CITY NO. ITEM COMMENT DESIGN CONSULTANT ACTION ON PLANS ACTION/RESOLUTION 5 Plan gives system top elevation as 9.74. Typical section The system has been shows 3" asphalt, 6" base, 12" sub-base. Minimum lowered as much as surface elevation over Stormtech system should be possible to provide 11.49. Spot elevation in gutter at SW corner, near ST-5, additional cover. is 10.54. C-6 1 Change Note 3 to require coordination with COAB Public This note has been Works Director not Traffic Engineer. revised as requested. C-8 1 ST-5 detail shows outlet to FDOT as 12"pipe,C-5 shows Sheet c-5 has been 15" pipe. revised. C-8/ 1 Bleeddown installation is confusing—orifice/control Suggest scheduleing a meeting to C-g structure details conflict with perforated bleeddown review the outfall structure and detail. bleed down design. C-9 1 Stormtech General Notes—substantial text overlap. Text overlap has been corrected. I C-11 1 General Note 20—Burning is never authorized. This note has been removed. 2 Note 23: Specify that this requirement applies to MOT This note has been on City streets also. revised as requested. i J:\616 Jax Fed Cr Un(Atlantic Beach)\Correspond\civil resubmittal info\CityReviewcomments_response#1.doc Page 3 f Qo Z z z � � H M a ��/� z � N vJ ( � � ? V � w a < O u O T U 7 Z CO � u. 0 N '� w N z tf1 o _u U N �' ^N Z _ E LL. 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S = 5.00 03 I=fblFb = 0.110 0.027 0.126 4.196- 0.. Fv = 3.53 ksi fv = VIA web = 0.116 -0.028 0.140 -0:'-112, 0.1 C ta' Aweb = 1.63 int l=GIFv " 0.033 0.008 0.040 0.OL2, 0. ATI interactions OK 5.03 David L. Jacobson Assoc., Ltd. Structural&Civil Engineering Consultants Design 1443 W Schaumburg Rd Ste 260 Check Schaumburg, IL 60194 Analysis of Free Standing Canopy - 4 Past Type ( Off) Project# PS873]. 06/20/2007 11:58.. See streets 4.05 thru 4.20 Basic Loads Load combinations for load coeffidnts Dead Load Snow Load Wind U lift Fwall Seismic DL+SL DL+SL+W,* DL+SL+S* DL+W DL+S Column Munftam =qix 1.10 12.10 22.00 -45.10 107.25 90.81 34.10 72.19 93.68 74.25 102.91 Mpoint =qi x 0.50 5.50 10.00 -20.50 48.75 41.28 15.50 32.81 42.58 33.75 46.78 Mhodz =qr x 2.70 0.00 0.00 0.00 263.25 222.89 0.00 197.44 167.16 263.25 222.89 EM= 17.60 32.00 -65.60 419.25 354.97 49.60 302.44 303.42 371.25 372.57 V uniform =q i x 0.20 2.20 4.00 -8.20 19.50 16.51 6.20 13.13 17.03 13.50 18.71 Vpoint =qi x 0.10 1.10 2.00 -4.10 9.75 8.26 3.10 6.56 8.52 6.75 9.36 Vhoiiz =qix 0.50 0.00 0.00 0.00 48.75 41.28 0.00 36.56 30.96 48.75 41.28 EV= 3.30 6.00 -12.30 78.00 66.04 9.30 56.25 56.51 69.00 69.34 Puniiorm =qi x 8.9097.90 178.00 -364.90 867.75 734.70 275.90 584.06 757.95 6001.75 832.60 Ppoint =qi x 2.40 26.40 48.00 -98.40 234.00 198.12 74.40 157.50 204.39 2*2 08 224.- Phoriz =pix 2.30 0.00 0.00 0.00 224.25 189.87 6.00 168.19 142.40 22425 189:. W ZA = 124.30 226.00 -463.30 1326.00 1122.68 350.30 909.75 1104.74 -9B77.00 �1 46, J unflon» =qi x 0.055 0.006 0.001 -0.002 0.005 0.005 0.007 0.010 0.012 1 $:$09 0_. d point.=q i x 0.018 0.002 0.000 -0.001 0.002 0.001 0.002 0.003 0.004 "`O-.603 0-.-0 ._t d hodz =q i x 0.137 0.000 0.000 0.000 0.013 0.011 0.000 0.013 0.011 6,413__ 0.0 U. EA= 0.008 0.003 -0.003 0.020 0.017 0.009 0.027 0.027 0.026 _ 0: � Fb = 30.36 ksi fb =MIS= 0.075 0.458 0.459 0.562 0.5W4 S= 7.93 in' 11 =fblFb = 0.002 0.015 0.015 0.019 0.019 Fv = 18.40 ksi fv = VIAwBb = 0,031 0.004 0.027 0.027 0.033 A web = 2.11 int 12 =f vIF v = 0.002 0.000 0.001 0.001 0.002 Fa = 13.02 ksi fe =PIA = 0,082 0.213 0.259 0.231 0.292 A = 4.27 int 13 f,1F. = 0.006 0.016 0.020 0.018 0.022 11+Is = 0.009 0.031 0.035 0. 36 0.041 All interactions 5.04 David L. Jacobson Assoc., Ltd. Structural 8 Civil Engineering Consultants Design 1443 W Schaumburg Rd Ste 260 Check Schaumburg, IL 60194 Ot ..n O C) t+l p `n qj rl rr t�D rte. rn Al W II HM h� hJ 0"t3oo, G9 fp M n Al u u u u n n u 11 II ° u u n Ir u „ Il #k r M. O C vii p tq' w w w L. OD 14 CD (LCk M. w NJ CPp ice+ Nj W N -.I vi mV ` Q �• T. JC 7C' � Q Z j• j` Vki• 7C' T G' to0 Cb 11 11 11 It I-A CD rn co (D w o rIY C Nci E Cr h� V m m m ACJ F �m1 O mCD 11 II hw+ l�G� b m 0) co 000 Q W RD 5' y to a a + It0 to II II II if „ p q it 11 W a w X CD ! w Vi i CA n O r'� v Cl) v n _. co %< a O !3 . Ik t.. CD w (D t0 t` p- C ` S' u b -v 3 -a 3 v, 11 if u tl a II n n n 'r 3 :5. 0 N v X ° �� _ O -a O 3 cn O yr` Ct 1 �2 `=- w a Ga N -* ri �' 00 • j I1 II t1 It m b, .A to &I N Cur in m cam �n nJ00 O p CaA `p -p W `O _ 't O , o 0 0 0) p tO —h "�+. 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SHUTTERS NOT REQUIRED. 'Ott r i CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED- I ; FOR ANY KANO OF GLASS BEINGUSED jtIl3SC�S2la: ..., ...._. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE CkiAR1S AS FDLl1SY5 a c .............v......,. tea.,... ...... _..,.,.... p�`�; I REQUIREMENT'S OF THE FLORIDA BUILDING CODE 200# EDITION (REV. 2005) �'�� DETERMINE DESIGN WAND LOAD,REQUIREMENTS BASED INCLUDING WN VELOCITY HtRIRNlNE ZONE(HVHz), USSINGGA CBE A�i STANDARD. WIND ZONE F LyA g} INSULATING G e1Ss ° WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I ; LOADS TO THE STRUCTURE. SEE CHARTS ON'SHEETS 2 FOR DESIGN LOAD CAPACITY ,i:LARGE,MISSILE IMPACT OF DESIRCO GLASS STYE BASED ON APPLICABLE ANCHORS Shllti BE AS LISTED. SPACED AS SHOWN 4N DETAILS. ANCHORS WIND DURATION. fir:OR*-AIR."FA-0 d l EMBEDMENT 110 BASE MATERIAL 94ALL BE BEYOND WALL DRESSING OR STUCCO. STRUCRIKS l STEP 3 CHECK MULLION CAPACITY FON A GWEN SPACING AND ' FIA PE I ISW ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS HEIGHT USING CHARTS ON SHEET 3 GAN.S54I k, .ARE NOT FART Of THIS APPROVAL. THE CAPACM SHOULD::EXCEED THE DESIGN LOAD. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF STEP A USING C4W ON SHEEP 4 SELECT'ANCHOR OPTION ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED drawing no.> MATT:RINS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO TOE LOWEST VALUE RGStYITiNG ARt»I STEPS 2,a (� { ` CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL.MEET THE REQUIREMEEWS T sLO I AiVALU � 11 1. AND 4 SHALL APPLY TO ENTIRE SYSTEM. ...__..._...---�::_ OF 2004 UNtIDk 8L€IG. CODE SECTION 2043.&4 (SUPPLEMENT 2005), ,shoal T:.if g 3 . GLASS DESIGN LOAD CAPACITY -:.PSF GLASS DESIGN LOAD CAPACITY - P$F GLASS DESIGN LOAD CAPACITY - FSF 0 L A OIL.O. - GLASS TYPE GLASS TYPE; GLASS TYPE GLASS'TYPE Gtdss TYPE GLASS TYPE f A l ONONINAL DINS. 'A' E` & 'C' NORINAL FIk3,. 'A' `S' & 'C' NO}IINAL DIMS. 'A" D. EXT. i+j EXT (+J EXT_t+1 ExT::(+? k til EXT a t+1 r ((` O.t-CX VAOTH'd,L.@,Hit air,t—) WT ( 1 O.L.O, W1OTH jD.LO,HC *T,{—) YET,C--1 D.LO MOTH d.L0,N wr f-) : t 1 f � ( 5q'. 70a 500 500 36 70@ 5@0 I € n 900 .. 54@ I 2 a< saa 42' 7aA 50 0 42 7D 0 700 500 45` 70.0 50@ 74 O Q 700 500 i6' 700 S6A 48' 70o + t. .. _ _ ....:. .._ e.. - s "AI sr" 700 9o0 Si• 740 504 st' 70,@ 54" _ 70 @ 500 54' 700 500 _ 36' 70.0 C.:., 50°... -f wf 57-i/2 7fl0 500 57-1/2' a _ <a � 7a0 42 r20' ... Td 0_..:. ....... 't 63" 70,0 54 0 63` 70.0 45` 70 fl fi$' j 700 5aa 46'. 700 4$' 70.0 - Tis. to t'Aio. ,.. _.�..,._.._._. 65" 700 50a._ 68'... 7@.0 GLASS CAPACM ON THIS CHART ARE BASED ON rs -j 72' Mo 50.0 16' 70,0 50.0 ... 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GLASS TYPE 'A' GLASS TYPE,`"H ', GLASS TYPE `C Sr" 7@g s@o SY 7dn 1-5/16' THICK NOMINAL 1-5/SB" THICK NO�EJ AL+ 1-SfIE�" THICK NOMINAL _. w ' R 54' 740 900 54' I: ( 70,0 ^' t 57--1/2 X700 S00 : .` FaW«t@R,mwANKm FFftC00 9fi 700 flJ4.PL`.' 17 I{ ,_.._. _ c'xel.3556 63` 70,0 " tS6" �70a �- 89' .._..._.7d.0 '. ...._ dmwlrlg n4 72' 7d.fl - , W02-14 (4tf4C4t 2!:of 8,i_S DESIGN LOAD CAPACITY - PST DESIGN LOAD CAPACrfY- PS3' DYSION LAAO CAPACITY-PSY DESIGN LOAD.CAPACITY PSY NOMINAL DIMS, M.JAMIE STD, MULLION NOMINAL DIMS. STD. JAMB STD. MULLION: NOMINAL DIMS, 1111.B D IAMB 01 H:D:JAMB#+4 1!.D. MULLION NOMtNA4 DDAS. M.D.JAMB #I RID,JAMB �F8 N.D, MtiLl[ON 1111... ....,.�.,_ --- .,____._ NOMINAL '_ ._......._......,._ T_LL _ 9 aY4 lila Ext$+}J61t(-) Ext f*?%nrc. 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Z S6 500 50.0 33' 469 467 39` 7aq ZOO 740 _ JAMB MU ' B #I JAMB #2 MULLION .. 1111 __.. _ 42 00,10 #4.6 42,' E 70.Q Tq 0 70,0 45' ..504 500. 39' t2n14 1111._. #i2 45 700 700 _ 70.0 _ !C . .-_1111._�W _...�....._ -.�...._.: d._ ......'. 48" i 64" 50.0 .50.4 #2' 36.4 38.2 #6' f lag" 70.0 70.0 704 ,6'iTt`11f.091TE Nflk0ZON7Al5 1111 _..._1___,,111 51 s 5RQ 60 4 1111. 51`. 70 0 70 0 70 0 - ELEVATIONS .. 1031. ..._ 54 5a n 5o'O 54' 70.0 70.0 74 A _.. .. 1111 _ .._ 80 50.0. g0.6�.� 7010 700 700 97 64.0 '30 0 57° - T00 70Q 7010 € 500 50 :.: 700 34Y' .0 6S 70.4 70.0 QE 3 73 504 30 0 30' 7100 __ 7R A 7fl 0 y 15t 5010. 500 33 700 70A 7QA,_. € 134 °:, 600 500 1. 700 70.0 7100 „.t .. -.......... fZa0 42' SLA 900 39' 46 9Q 500 300 42' ( 74 700 700 ..--� ............ .. 4' C °[fl' i 304 3510 }5" E 7100 700 'fit10 € *£*°- k.,.a,,.,_. t7h. 1111.: ._. -------,-.._. ......_.._ �a 7100 704 764 W 1 w t„_,,,,, _ rl. 9r3` i 50.0 50.8 Sl' ( 700 7430 700 !T t 'It2 "5tf.4 �- STANDARD STANDARD �; :. � .Tao 7010 t44 wiD'fk� (Y�, ^ 23 - WIDTH (W) • W4 (.64MB) JAMB Mft31Lt4N _1111 _ , ¢7` f 7010 704 70.If .. - s ' f _1,,_111. 1111:... gpJ FAROOR o 4 �x 60' i 70a to,4 Too ' C a��M557 ! N # drawin g no. ( W02-14 !shte�'3 of 8 z i E `ANCHOR LOAD CAPACITY - PSP ANCHOR LOAD CAPACITY - PSP ANCII43I IpAO CAPACITY - PSP f Stu.{-) E%L t ) i E ....�..t )A kir( _ ANCHORS ANCHORS ANi31I9'A, 'I'mANCHORS ANCHORS ANCHORS NOMINAL DIMS, TYPE`A TYPE R NOMINAL DIMS. TYRE'A' TYPE'IV NOMINAL DIMS TYPE'A' TYPE'$' .,... ..,,.AS R,� MIaIN tWs: t'PJAfE A2 A9 H2 Y0O71i'(YY} fitAME F1EI0HI A2.: AS HR n 3 g wrott€{w) ' err �? z ' 70 70.0 70A 30' 74:0 70A T0.0 7aa 7aa 7a 4 3a 14` ..70k 70.0 loo 70.0 7OA70.0 .. �4.�.... db 70.0 36° 700_...OA OQ 3g 70,_4 70A 700 19`.. 704 70tl T00. 38' 70,4 700 704r 42` 7aA 79 0 TO a 42" 70 0 70.0 74O 42' 740 700 70 4 ` wry �" 70.4 7aq.' 70A 45'. -2OLL 74 4 74.0. 4v f 74 74 fl 70.0 70.0 WI ._*--`*I {•'.. «°l C.1 N ti _46 I 701 72* .6 740. 70.0 46" : 7aO 700 700 4$* 6L2. 700 700 _,Wl } W2" C.3 _ W{DTH (W) WIDTH M R51 (JAMB) �' Si 70.0 700 TOA 5I' 74D '740 7QA St" 63 700 . 700 : .� °' 54' 70 0 70 a :...Ja.O 1. 700 �-7o a 70.t1 5t" 30.7 7 4.0 ___ 7-1 57'... I 717;0 700 700 57' 700 700 :70A 57, 56:5 7aa TO.O mO t0.a TOO_ 740 60`.. 66.r mo 7MO F45' 60 6;q 7If;0 700 70 0 61" a4 E 14 9 7a 0 3" 7OA 70 0 70 0 814 lAA Tao 6` 744 7O4an 74.68` 700 70.0 704 5R." ( 38.2 70 0 7044° 74.0 700 70:0 e...72' 744 70.0 70.0 72..:. 567 .7010 70:02` f 70:0 740 <: 704..... .. .... .........3p° XO't0 7a0 70A 30" 74.0 740 700 SaLl 740 700 .•._ 33' €, TLA 740 70.0 15'.. 704 .700 70.0 4$' $3$ 700 700 " 3g' ". 74.0 7OA 744 3E` 744 '704 700 51• 60.0 704 70.0 . 39 j 70.0 704. 700 18' jj 700 700 70,0 54' S5z7 700 704 ° 42 70A 7{64. 700 +2" t 70 0 3I7 0 740 �j s��i3` - 4g JlAR TOA 74 0 4E' {I( 70 a 70 a 7a 4 I 1 46 mo 74 N 70.4 s$` w ..,70 0 70 O 700 ' w7 �t+ -N- 5f' 7S7A 7aa 79.0 5t'.. 700 700 70.0 Q, il n _ .0 54' 7A 0 70.0 7aA 54 700 70 0 70 0F5 )}T ( �700 70.0 ,700 SP i 572 744 700 6a". 7010 70.0 70.0 6a` ES<+6 70 4 70Ar 63` 709 TOA 700 E3 KiE TOA 700 66. 700 704 70.0 w SILO 70A 70.0 �T 66,3 ..7Ck0._ 70.0_. SO 740 74 a 704 70 q #2 654 70.0 IDA 33' ",.. 0 !700 704 ] t ....."". 30 i 3 "700 700: 704 3E' 700 70II 40.0 I '.5.." .."._7G.0. 7aO; .700.__ so. ; 70.0, :740 701 I I�2' '" � I if2" ." g.j� I i I/2' .,......". 3jy 700 700' 700 4Y S 70A 344 700 ' �....��- _74A ,0 70A 45 t 700 700 JOA 70 .. -W-D- .... r ._" .0 *2' i.':': Jg.9 f02 ...7¢a.....:�0. ....740 A2. 82. i' 45' 709 104 70.0 51'. 711.0 74O 70'0 y S 79 0 70 0 70A- S4".. 66 7 9 70 0 70.0 5T ...: 70.4 70A 700 6O" 30O ANCHORS'i'YP�SEE 5 fpt OESaRP7iGN 3 �' 0 740 70x] 63" 57,2 70A 30.0 O� • i .._7 � A2 - (2)M�CHORS TYPE"!i AT CAW SIDE OF MUUJON' 1 �.' 700 70fi. 744 30'. .. 70,4 <700 7MO A3 - (3)ANCHORS WK'k Al EACH MOE OF UUUJON ) � 83' 6A.4 74.0 740 31' 70.0.... 700 no Rz: (2)ANCHORS T{K`q'AT EACH SOE OF t/AUON... •• ' I �_ 70,0 36 70.0 :.. 7OA 70.0_ 4Y I 54 E34 74A 740 19` 700 700 70A .- 72* 70A-` 79.0 42:. �. 700 :700 700 ALL OT}it' ANCHORS r0ACE€.AS PER EttAT10N; pp > C 41" 1w740 74 D 70A ' --»I 46' 70D 7OO 700,• ._ yt`. . !W 7" ..700 70A Brs DR iIEAA 090 x �..,� g4" � 614. 700 70A 7SrRUGT,�€�+ 57` 58 7.... 7011 70.4 PRE s4" 567,. 70.0 70.4 f T114CAL ANCHORS lay SM rrpw..AL ANCHORS (WOOD SUCKS ELLY.Pat SPACING �� 4 1tiJ ftEsh FOR 5PACitIG ANCHORS... �' SEE ELEV.FOR SPACING ° ( h 9 ' Vi m z:W 4 Lam" 0 a 4 . 4 ...... m k�.:.. s 1 .. ..... o 1 4 I rt 3 21TYPICAL ANCHORS METAL t t 3t .SEE ELEV.FORfOR SPACING `,. y 51fz2UCTURT„5 ��� y a. 1 . IVU a TYPCCAI. Azi+TC�ORS- SEE ELEV. FOR SPPACING. fin,��GeG A) 5116'&TAECOhIS INTO 28Y WOOD BUCKS OR WOOD STRUCTURESr .0� WITH i-i/2",-� MEN. PENETRATION INTO WOOD # r rs UC �+ C :3•�; `..,� � i" THRU iBY WOOD BKS INTO CONCRETE M O ~ WTM 'I-i/4`MIN. EUAaEO INTO CONCRETE wE H DIRECTLY INTO CONCRETE 1 WITH 1-1/4' MIN. EMBED INTO CONIC.TT TT SIMONE SEAL SICH LIMIT DELOADS i R B) 51je'DL, TK7t &RU=SEFY CFF QWUNG 2Wi(S HOMONTAL AS FUi3di113 OVER HEX WAD ANCHORS �: INTO METAL STRUCTURES a MA% Ndi12 SPAN,MAX I �CiN LOAIIS,' �:� ..w- E '. .. .- .»•.•.- � — --n STEEL 12 GA. MIN (Fy - 36 KSi MIN) ALUMINUM ; 1/6'THK. MIN. (6043-T5 MIN.) De w PSF I (STEEL IN CONTACT WITH ALUMINUM TO BE.PLATED OR PLANTED) INTO CONCRETE AND MASONRY- 3" MIN. INTO WOOD STRUCTURE r 1-1/2" MIN. INTO METAL,STRUCTURE - 1/2"MIN, E st 3ENTSS w r 3 _ ALL FRAME CORNER$ AND INSTALLATION SCREWS AT SILL T4 --SEl3CONE SEALED WITH r SILICONE SEALANT, b w 2 gl rt •t I >f A.,K%14637 '` I G.A.M.*5.* r ° — I Y � 3 e (I WOOD BUCKS AND METAL STRUCTURES NOT BY YKK A€' "y p drowing no , - ' ( MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND'! 3�t1 W02-14 TYPICAL.WeNORs I SEE ELEY,Fat SPACING I TRANSFER THEM TO THE BUILDING STRUCTURE i i . (E; 'r✓ . :.:. S-D,JAAtB STa, MSfl,WN -Fi � - _ t ; �, 9 p M .................. a 577 C, O ' k E . c3» 0 l:. OPG ._........... _n _ ___..•� }E EXTERIOR ' WAX, alt MAX._.........._......_ r<i 1 a,P sem, r k o� 'i �z djALT. 'YcvD,� ti.., KID,awe r.k`t : FI�VY DUTY MULL-ON �� N.a. _--.».».,._..«. i E 7 jr a WAfa-GADS COUNTY APPROVED LTs. - t t IMPACT`RESWANT DOOR ; SM WA FOR94111400AND Dams �k. Yit Tar - t i : t E �-_ t as i It ` L I mow_ 4 Ri.. i t EXTERIOR i ....... /16 MAX. '.fritlJ�€E 1ANaTN MA)F. �.. _ ..,,� _..._ _.......__._..._..,..._.... ,. ,� .,.,.., nP _ r - iE 7f f b [IJ drowinq no- W02-14 n k .. �. .»^ 2-WO ITEM NO,:Purr NUMHER QUANTITY DESCRIPTION m&TOM MANE UPPU'ER REMARKS j I E9-0651 AS RECO. FRAE WAD 15 �. 5,.� i 3 2 E9 0852 A5 REGO FRAME SaL sowT5 i3 E9-0853AS REOQ FRAM.>HORIZONTAL 15083 T3 3 -.475 `.... i E9-0856 AS REOD GLAZING STOP :: ,..6063 T5 1 , ( ... ...--..$ E9-0651 AS REOD FRAME;JAMEI 6063 TS w.- .._ .- m ._ O�- � 2.504 _...,., ....... _ - _. _... f ? 6 E9-465, AS REQO TAN6m S1MUUJ0li 61563-T5 -, ._ € ..,�.._. R9 AEp 1.583 € f 6A E9 0654. _ d. WWY My JAW/ UON !GSM TH 5,000 '_r >to-4as"s As rso. cwci-qtr tEse r p. _. 8 : E9-0616 AS R EOD SILL FLASHING 6063-T5 14 El 1475 A3 RE40 ANCHOR PLATE ,,.:8463-T5 13 AON 695: AS REga GU2SN6 COMP"D. SILICONEor FRAME HEAD/JAMB/STD. MUWON I 16 E2-OW3'. A5 REQD EXTERIOR GLAZNG GASKET EPOM FOR 1 5/1B. GLASS .,. a1 _ 57 E2-0084 AS RECD WTERIOR SKJCCNE SPACER EPDM 9/4 x 1/4. p N -t.b43•'-� I....._ : 56 E2-t#796 As RE4O S1OE BLOCK EPOM E2 0095 AS REOD SEMNG BLOCK EPOM :: _ _ y _. _ ..... .- .Y97 ' 20 PC 1424 AS RE00 94% 1-1/2,SMs STEEL FOR SitL.(,2)AT EACH SIDE OF MU _._ � ..._M ...._ .. __....�r �....__. 21:. PC-1224 AS.RE00. #12.10:1-L/4":SMS STEEL .FOR SCREW SPLINE I HEAVY DUTY MU€.tdON GM i Z .^ � Y¢ ; Lip- FRAME HORIZONTAL a Quj I 1.641 >� r +^+-1403 ' I ��, azsl p 1440 .168 319196 s S_...... Y. f Z.00 ,079 i I FRAME Stkf. SNAP IN COVER �1 1582„. x1 1 {{ E f VS� i yy f 736�^- � :647...` .p..... .., j - 5.280 1.438 t 5.634• ,ug i t °'7r f _ I .,Tg s. i GLAZING STOP x898 1:7 4 2.976 5.252.. ^•;:-., t,674 FLA-PIE W _.� '.07$ Chq. d� n ......__,. .. ; {� 675 - drawing ri0 W02-14 .186- ._ ..;.........__` 51LL FLASHING (OPT*NAQ POCKET FILLER tshaeE,7 of g j I Z M 3/rGj s ro n•izr:c �� � k f 4e.L�7`="��`t.� 11K I a Lowe (' 3 OK saerowog I E - €aifret $of 8...;. GFA INTERNATIONAL Client:City of Atlantic Beach Designer: Kent Culverhouse Project No.:06-0585 Reviewer: Joe L.DuPriest Project Name:JAX Federal Credit Union License#: PX 2167 Discipline:Architectural Description: B-Occupancy Address: 801 Atlantic Blvd.Atlantic Beach,Fl Date: 9/25/2006 , FNNASI��P\ Item Plan Code Response Date Satisfied No. Sheet Reference Plan Review Comments Date A/E Response &Initials 1 CSI.2 Chapter 6 Type of construction shown as VI 11/24/06 Sheet CS1.2 revised to show Type of construction as V-B 2 CSI.2 Table Unable to determine allowable building area,must 11/24/06 Allowable building area 9,000 square feet indicate proper construction type. Sheet A3.3 revised to show dimensions for threshold 3 A3.3 1008.1.6 No dimensions shown for threshold on detail 2/A3.3 11/24/06 on detail 2/A3.3 4 A3.5 106.3.5 Various details shown illustrate PT-2X6 blocking 11/24/06 Sheet A3.5 revised to call out for hot dipped alvanized steel screws at PT-2X6 blocking locations. specific fasteners type not shown g 5 A4.1 114.15 11 Drinking fountain clearances not shown. 11/24/06 Sheet A1.2 revised to show fountain clearances. 4.15.5 6 A4.1 11-4.19.6 Mirror mounting heights not shown. 11/24/06 Sheet A4.2 revised to show mirror mounting heights. Door schedule on sheet A4.2 revised to indicate min. 7 A4.2 A1.2 11-4.13.5 Bank volt entrance door, width not shown 11/24/06 36"wide clear opening 11-4.34.3 Data for automatic teller machine and associate 8 N/A ANSI A117 No data shown for the automatic teller machine 11/24/06 canopy attached. Parking space shown on sheet C-4,no Parking sign Parking sign shown on sheet C-7.Sheet A4.2 revised t 9 ASIA 11-4.6.4 detail provided, must also illustrate restroom 11/24/06 show requirements for restroom signage. signage........ Sheet A5.1 revised to show interior finis 10 A5.1 Table 803.5 Interior finish classification not shown 11/24/06 classifications. Page 1 of 2 i GFA INTERNATIONAL Client:City of Atlantic Beach Designer: Kent Culverhouse Project No.:06-0585 Reviewer: Joe L.DuPriest Project Name:JAX Federal Credit Union License#: PX 2167 Discipline:Architectural Description: B-Occupancy Address: 801 Atlantic Blvd.Atlantic Beach,Fl Date: 9/25/2006 �rFRNnTtO�P Item Plan Code Response Date Satisfied No. Sheet Reference Plan Review Comments Date A/E Response &Initials i 11 Sl thru 2004 FBC Structural sheets must show original designers seal 11/24/06 (4)sets of structural sheets showing original designer S6 106 and signature.471 Florida Statutes. seal and signature attached I All 12 N/A 106.3.5(8) Welding rod series not shown. 11/24/06 welding to utilize E70XX electrodes per Genera Notes IV.C.3.on sheet S-1 I No product approval letter provided for the No product approval available Sheets A3.3 and A3.4 j 13 N/A 106.3.5(8) Storefront windows and installation materia 11/24/06 revised to reflect YKK"YHS 50 FI impact resistant "KAWNEER IR 501"System shown. storefront system.Product approval and installation material attached. I Shop drawings to be submitted to GFA Internationa 14 S-4 106.3.5(8) Connection/fasteners @ W18 to 16 Ga C-studs not 11/24/06 for approval showing connection/fastener details shown.See Detail 13/S4 General info on C-studs provided on sheet S-1 Genera notes IV.F.1 through 8 I I Shop drawings to be submitted to GFA Internationa Connection/fastener @ W12 to 16 Gage C-Stud not for approval showing connection/fastener details 15 S-4 106.3.5(8) shown.See Detail 14/S4 11/24/06 General info on C-studs provided on sheet S-1 Genera notes IV.F.1 through 8 Connection/fasteners not shown for W21 to 18 gag Shop drawings to be submitted to GFA Internationa for approval showing connection/fastener details 16 S-4 106.3.5(8) C-Stud to HSS8X6X3/8. See detail 15/S4 Refer to 11/24/06 neral info on C-studs provided on sheet S-1 Genera sheet S5,same applies. notes IV.F.1 through 8 17 I Page 2 of 2 O U m Q 0 a � a o z , oFa w C4 W z. 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C 87 3/4" 60 1/2" 12 114" F7 18" 12 1/4" Ao I I 1 I I I I , I I I 15, 1 15" 1 I I I 96" 1 I I I I I I 1 I I I I I I I 108" 50 7/8" I II I JI II� IJ UNIESS OTHERWISE SPEC PIED DIMENSIONS ARE N INC ES AND - GO M PA.FJ 1 c3 rq $Y=J."7"EM r3 A TOLERANCES ARE FRACTION 21/32 I�rst 113N ► IVIAFl.1J k',A&„'T4,1 F71M 3 DECIMAL tms 2 DECIMAL==01 d FINISHED SLABANGLE =.'S ------------ ----------------------------------------- — ________ APPROVALS DATE ENGINEERED: RCW 01/07/05 NEW 2 POST CANOPY DRAWN: RCW 01/07/05 MOUNTS TO ALL THREAD IN CONC. 6„ CHECKED: BH 01107/05 SHEET slzE Prod.I.D.,DRW Type,Featured componenLSequence If REVISION A PROJECNON DO NOTSCA?E A 5575 CERTIFICATION A i THF INFORMATIONCONTAINEDINTHIS DRAWINGISTHF SOLEPROPFRIVOFCOMPANIONSYSTEMS-All RFPRODUCTION IN PART ORWHOIEWITHOUTTHE WRITTENPERMISSIONOFCOMPANIONSYSTEMS ISPROHIBITED. 615 WEST 200 NORTH-NORTH SALT LAKE,UTAHA1051 1-1(0011936.1563 TELEPHONER1W)9368032 SHEET: 1 Of 7 " 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 1 D 15'. t 125 7/8" 36 1/4 108" 33 114" C 1 1 3/8' I 24" 3 114" 3 1/4" 21' B I \1\-SURFACE MOUNTED TO TOP OF PAD 9 1/4" 233/81 9 1/4" 42., UNLESS OTHERWISE nRECINEI ES ASNDS COMFyAN(ctN 51!'sJ'TEAJFS TOLERANCES ARE'. A FRACTON -=I T3z d£S/6N i MANEJ f'.i4 C»T/J AtN[3 3 ELEOMA I =005 z DE—AI=l.m fii,•:h i� .y R.;.vwl.¢N.,✓R..rd,Y a �..«,�.i ANGLE !s APPROVALSDATE NEW 4 POST CANOPY ENGIN FEFRE D:D: RCW 01/07/05 DRAWN: RCW 01/07/05 CHECKED: BH 01/07/05 $NF.ET SIZE Prod..D..DRW lype.FeatNN,d component,5ec�uence# REVISION PROJECTION p ANGLE SCALE SA 5575 CERTIFICATION A OJECFN DO N075C ALE THEINFnRMAMJRCONTAINEDWTHIS DRAWwGIYTHESOILPPOPERTYORCOMPANIONSVSIFMS, ANY RSPRODUpION IN PART OR WHOLE WiMOUT THE WRITTFN PERMISSION OF COMPANION SYS-FMS IS PROHIBITED. 645 WEST MO NORTH-NORTH SALT LAIO,LIT-84051 FAY tWq 1111513 IEIERNONE+Iw936-8082 SHEET: 2 Of 7 8 7 6 5 4 3 2 1 8 7 6 5 16 4 3 2 1 4 7/8" 1 114" 1 5/8" 7 7/8" 14 1/8" i f' D - 5 5/8 PATTERN A 23 1/2" 9 5/8" X FOUR(4) POST � 23 1/4" 71 5/8" / t � z PATTERN B i 9 1/2"-7j /2" TWO(2) POST i 32 5/8" 23 3/8" 1 1/25 1/2" r —i " C -- 10 7/8" 7„ S 1/8" CANOPY MOUNT POSITIONS DETAIL A SCALE 1 :8 136 1/8" 71 5/8" 20 3/8" 36" 20 3/8" 24 1/4" 1 1" 18" 18" 18" 18" 12 1/2" 12 1/2" a ; O 17 3/4.. i ."—A—. 5 7/8" UNLESS OTHERWISE SPECIFIED I DIMENSIONS TOLERANCES CX�tvXi'�A#"M t- sys-r�nns TOLERANCES ARF. 3 DEC N -tl/s2 t1' ��C3N n ►V1AFJL,i ACT43 i:7tNR 3 DECIMAL==.005 ) i dr/�vLd fl;.iw+h iv.l71.el R.Tn7 rZta.wrSrw.vr ADECIMAL=5.01 ANGLE =SS m aENGINEERED: D a5 INNER STRUCTURE 01/07/05 01/07/05 SSIEE PH.d.I.D.,DRW Type.Eeatured componentSequence# REVISION SCALE=1:24 A 5575 CERTIFICATION A DO NOT SCALE FAX SHEET: 3 of 7 GONIA TTED�"S D-1— ES?F OPC >F COMPANON SVSIEMS_ � DUC11nN1 RA RT OR WF-IWT-111 TIEWRTTEN PERMStnN OT COMPn ON SVSTEMSiS PROHI9ITED. 645 WEST}00 NORnl-nIORiH SALTIAKE UTAH BdOSn Y E01906-1563 iELEPHONEM C01936b082 �R R� 3 2 1 8 7 6 5 4 8 7 6 5 4 3 2 1 18X 04" 36X 09/16" D 71 5/8" 3 1/4" 17 1/8" 95 1/2" a.. 65/8" e 6 3/4" .25 ALUMINUM \ 30 1/8" 17 3/4.. 2X 65/8.1 ' .125 ALUMINUM Rb" 6 3/8" .25 ALUMINUM \ � 10" C SLOTS FOR 1 f 2 3' .. 110I� 71" BEAMS 1 6 1/q 17 3/4" 3X4 1 �/ 39 3/8" \V 10" 0 + � 7 3/4" 95 1/2" 21 114" 23 3/8" .125 ALUMINUM B \L 17 ELLIPSE IS ONLY TO 7 1/8� 37 5/8" HELP LIGHTEN 5 3/4" �\ 39 3/4" 171/8" 121/8" 1 1/2" .125 ALUMINUM 2 7/8' .25 ALUMINUM 04„ 20' \UNLESS OTHERWISE .r. 4 3/4" T ARE INEINCHESNANONs C®MF'ANItlN SY53'EMks 1 1/2, TOLERANCES ARE: pES16N MANLJrgc TLJ F71 C3 2 7/8' 3 DE'ON -ttI)U 3 DECIMAL *113 R ,i.l�/f?l wrm 55 1/2 2 DECMAL l.El ANGLE i5 APPROVALS DATE INNER PARTS ' ENGINEERED: RCW 01/07/05 DRAWN: RCW 01/07/05 ST CHECKED: BH 01/07/05 SHHE IFT Prod.LD..DRW Type.Fecoved component,Sequence b REVISION 7" THIR ANGLE SCALE=1:16 A 5575 CERTIFICATION A n PROJECTION DO NOT SCALE o SHEET: 4 of 7 Ads WEST X10 NORTH NORTH SALt LAKE.UTAH BdOSd FA%Y 8011936-1563 TELEPHONE k 13U 11 9 36800 2 THE INFORMATION CONIAINED IN THIS DRAWING IS IHESOLE PROPERTY OFCOMPANION SYSTEMS. 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FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF SAILFISH DRIVE (A 60 FOOT RIGHT OF WAY) WITH THE NORTHERLY RIGHT OF LINE OFM WAY LINE OF ATLANTIC BOULEVARD (A 100 FOOT RIGHT OF WAY), THENCE WESTERLY ALONG THE NORTHERLY RIGHT OF WAY OF SAID ATLANTIC BOULEVARD, 664.5 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT OF WAY LINE OF PENMAN ROAD EXTENTION (SIC) (A PROPOSED 60 FOOT RIGHT OF WAY FOR A POINT OF BEGINNING; THENCE CONTINUE WESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID ATLANTIC BOULEVARD 175 FEET; THENCE NORTHERLY AT RIGHT ANGLES TO SAID ATLANTIC BOULEVARD, 160 FEET; THENCE EASTERLY PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF SAID ATLANTIC BOULEVARD, 175 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SAID PENMAN ROAD EXTENTION (SIC) AS NOW PROPOSED; THENCE SOUTHERLY ALONG SAID PROPOSED RIGHT OF WAY LINE, WHICH IS PERPENDICULAR TO THE NORTHERLY RIGHT OF WAY LINE TO ATLANTIC BOULEVARD, 160 FEET TO THE POINT OF BEGINNING. I OFFICIAL RECORDS VOLUME 2828, PAGE 374 FOUND FOUND 1/2' RAIL ROAD SPIKE N89'26'24"E 175.12'(FIELD) POE IRON "NO CAP" EASTERLY 175.00 "RLS4144" MAG NAIL & DISK ON THE EAST SIDE OF ° I N N 16" PALM P SITE BENCHMARK .� rn ELEV.=12.96 INTERIOR IMPROVEMENTS NOT SHOWN PER CLIENTS' REQUEST - cn pr2 14.3' 55.0'N El 10 9' o z >u u 0 1.0' W 0 o <,I = t� m = ( � N �7 66.7' 2.2' FFE=12.59 `' M m --< r 0 , 4.9' 00 0) 0 ul _a \ I w 4.7' --� < o O) V w o N) O 6.9' O om -= " - - D K , o -f m � p p 1r 0 OD ui tomSA ,, I0 21.9' iv _ 14.9' 19.6' _ 066.6' 52.0' Frio 0 y Ccr) � 1%4" _ N I G) i I -4 . p `o l t (a Jp MAG NAIL & DISK z I y ON THE WEST SIDE OF M Iv WOOD POWER POLE m FOUND 4"x4" SITE BENCHMARK /W LINE— MONUMENT CONCRETE ELE V.=12.64 R MONUMENT "NO CAP" - - - - FOUND MAG 6 fi 4.50'- - - - - - WESTERLY 175.00' #1704 DISK WESTERLY S89'23'23"W 175.04'(FIELD) POINT OF BEGINNING - - - POINT OF REFEREN ♦- ATLANTIC BOULEVARD •- (100' RIGHT-OF-WAY) I NOTES: 1)THIS IS A BOUNDARY SURVEY TO SHOW LOCATION OF BUILDING UNDER CONSTRUCTION. 2)BEARINGS BASED ON THE WESTERLY LINE OF LANDS SURVEYED BEING NORTH 00'41'22" WEST, AS PER DURDEN LAND SURVEYORS, INC. MAP DATED JUNE 30, 1999, FILE NO. U-161, . 3)NORTH PROTRACTED FROM DURDEN LAND SURVEYORS, INC. MAP DATED JUNE 30, 1999, FILE NO. U-161, 4)THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON T141S SURVEY. 5) REFERENCE BENCHMARK: 4"X4" CONCRETE MONUMENT LOCATED AT THE SOUTHWEST CORNER OF 801 ATLANTIC BOULEVARD, ELEVATION POSTED= 10.98 NATIONAL GEODETIC VERTICAL DATUM 1929. 6) THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE; THEREFORE THE UNDERSIGNED MAKES NO LEGEND: GUARANTIES OR REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO EASEMENTS, THIS SURVEY WAS MADE FOR THE BENEFIT OF RIGHT-OF-WAYS, SETBACK LINES, AGREEMENTS, RESERVATION, OR OTHER SIMILAR MATTERS. R/W DENOTES RIGHT OF WAY JAX FEDERAL CREDIT UNION 7) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RtGHT-OF-WAYS AND/OR OWNERSHIP WERE BM DENOTES BENCHMARK FURNISHED TO THE UNDERSIGNED EXCEPT AS SHOWN. CONC DENOTES CONCRETE ELEV DENOTES ELEVATION (TYP) DENOTES TYPICAL FFE FINISH FLOOR ELEVATION 0 DENOTES CONCRETE LIGHT POLE �:• THE PROPERTY SHOWN HEREON APPEARS TO LIE DENOTES BENCHMARK IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE DENOTES TRAFFIC DIRECTION MAP COMMUNITY PANEL NUMBER 120075 0001 D, DON W. BOATWRIVHT; P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND REVISED APRIL 4, 1989 FOR THE CITY OF THE ORIGINAL RAISED SEAL OF A FLORIDA ATLANTIC BEACHDUVAL COUNTYLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." , , FLORIDA.. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED B=-k--l[n:LE- 2007-1161 DRAWN BY CRT BOATWRIGHT LAND SURVEYORS, inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 5, 2007 SHEET 1 OF REF:SWC2007-61 CD (D o C C No O OW I--+ (DCD P O CD N l^V d 0 CDn Cai O ty M n `t7 CDC7 C L1i r O 7 O O � ti O. 7 iC7 CL 7�J C) d k co r+ D.d co � O O.. O p s n D CD co =r s N �. 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Connection of all electrical equipment, cooler and display doors, cc#pressors and signs shall be donj by the Electrical Contractor. (B) Furnish , mount two 1500 Watt quartz flood-lights on top of sign. (C) Exhaust 110n Toilet Room) shall be Nutone model 8870 or equal . Furnish cQmp,l ete with rain cap. 6 PLUM 1 NG i o�' (A) All plumbing wo#k shall conform to the Southern Plumbing Code, the Sanitary Code of the State of Florida, and to the requirements of all local codes and ordinances having Jurisdiction over the work. M Plumbing Contractor shall be responsible for furnishing and Installing all plumbing fixtures and trim as specified herein of reasonably Implied by the drawings and specifications. (C) Water piping shall be Type L, hard drawn copper with wrought copper solder fittings or galvanized screw pipe. (D) grain piping shall be service weight cat iron or PVC, where local codes permit, within the building and under pavement. Extend drain piping five feet beyond building line before connecting to salt-glazed vitrified clay sewer pipe. (E) FIXTURES: 1 . Water Closet: American Standard, elongated Cadet 2109.056 with open-front seat similar and equal to Church 5200.043 2. Lavatory: American Standard, wall hung, size 19" x 17" Regalyn 4867.016 Supply: 2306.017 p Trim: 2200. 12 with pop-up drain. 3. Sink at Check-Out Island: American tandard, stainless steel , 20,,9pV9u1 size: 25111/4" x 1883/4" Festival . 5024.P7 Trim: 4150..0 t,7,„with 4331.013 crumb strainer. 4. Service Sinks Single compartmet laundry tray, size: 241'x24'1xl8"deep, Galvanized sheet metal on painted steel angle support. 5. Water Heaters 20 Gal ., double element, glass lined, 10-year warr'ty. 17. PAVINGs (NOT IN THiS CONTRACT.) (A) Furnish and install all asphalt paving as shown on the drawings. 1. Base Course: shall be 4" thick crushed Ilmerock, properly graded. 2. Prime Coat shall be RC-15. 3. Wearing Course shall be 1»1/4” thick asphaltic,concrete Type 11 and shall have a minimum density of 1800 lbs. (0) Stripe parking spaces as indicated by the drawings. Paint shall be :white, *,traffic-resistant pavement paint. 18. COOLER ROON bOORSs (A) Furnish and Install complete cooler room storage shelving and doois as noted. (U) Walk-through door: Anthony Manufacturing Co. (See address below.) ' Pass thru sodul 2500, 1/3 glass, 2/3 solId .core for opening 36tlnches x 79 inches, hinge RIGHT Furnish complete wi*h heater and threshold (C) Reach-thru doors and shelving: Anthony i'lanufacturing Co., 12812 Arroyo Street, San Fernando, Callfornia, 91342 (Quan i ty) lila', Model 1000 doors, size X-1/4"x67" LEFT hinged (Finish shall be as selected by Owner.) 15 Curved front 11 gilt fixtures. Shelving: (5 Tier) 40 Flat with tags 10 Flat with no tag. 10 Extenders 6 hell racks with tag 6 Baskets with tag. If Decorator handles IOne for Walk-thru door) Furnish complete with door heaters and frame heaters. i 19. STOREFRONT: (A) Kawneer Company, 1 . Entrance doors: (U. A., 120 H. 0.) derr4 stile "190 Style L push b Puli Size as scheduled on the drawings. 2. Division bars: No. 14-36i end 24-254 3. Sashi No. 10-402 4. Masonry Jamb covers .040 flat aluminum , sheet-hemqud edges 5. Glasss 7/32" thick plate page 5 II. DRYWALL, STUCCO, AND PLASTER: (A) Furnish and Instail all drywall, plaster and stucco work called for on the Finish Notes or indicated on the drawings. • (8) Drywall : Wallboard: 1/2" thick gypsum with toper-ad edge. Gold Ekond or equal . Tape: Perforated tape:Jointsystem. Gold Bond or equal . Application: Application shall conform to the specifications of Gold Bond for single layer application on wood framing. ( (C) Plaster and Stucco: 1 . Metal lath 3/8" rib expanded weighing not less than 3.4 lbs. per square yard. All metal lath shall be galvanized. 2. Stucco: Scratch Coat: I part Portland cnt 3 parts sand 10% Ilmo putty Finish Ccat: (with sand finish) I part white Portland r 'nt 3 parts sand 10% lima putty 3. Cement Pj$ster:(applled direct to styrofoam Insulation in Cooler Room Scratch Coat: I part Portland cement 3 parts sand 1/4 part lime putty Finish Coat: (smooth finish; shall be scored in 36" square panel3 as Indicated on the drawings.) I part white Portland r'qtment 3 parts sand 1/4 part lima putty. 12. FINISH HARDWARE: (A) Furnish all hardwata necessary for the completion of the Job. (B) Each stood door shall have i dl/2 pair butts and passage locks. Provide door stops wham necessary. Toilet Room door shall have turn lock from inside. Locks shall be Walser, US 28 finish. (C) For Specification of non-wood doors refer to sections 10 and 19 of �,thesa specifications. 13. ACOUSTICAL. TILE: (A) Furnish and install acoustical the calling in suspension grid system in Sales Area only. (See Reflected Calling Flan.) 03Y Susper►sion system shadi be an' ejpvsed'ffatal grid susprens(on system conslsting vf' rrain carriers and Intarlocking' crots tees. Finish of exposed members shall be baked enamel or aluminum. Grid sire shall be 2 feet by 4 feet, (See Reflected Gelling Pian of the Drawings.) (C) Acoustical the shall be similar and equal to Safatone Acoustiform lay-in panels as manufactured by the Celotex Corporation. Tiles shall be Stippled pattern, size 2 feet by 4 feet by 3/4 Inch thick. (D) Perforated cement-asbestos soffit panels (when Mansard Alternate is used) shall be similar and equal to Gold Bond's Standard Perforated Panels with 3/16 " holes at 1/21' centers each way. All panels shall have a ripple-tone texture and white finish. Panel size shall be 2 feet by 4 feet by 3/16" thick. Install panels In exposed suspension grid system specified above. Provide hold-down 11novQrs"to counteract wind uplift. 14. PAINTING: (A) Tnis Contractor snail furnish all labor and materials to gompleta all painting and caulking as shown on the drawings or specified herein. (B) This Contractor shall inspect all surfaces to be painted for suitability of paint finishes. Any .cork lacking In sultaoility shall be brought to the attention of the General Contractor for correction prior to the application of any finish. (C) 'All coldrs shall be as selected by the Owner. (D) All surfaces to. be painted shall be caulked, cleaned and filled as required prior to painting; (E) PAINT: Only first line paint shall be accepted as mainufactur?d by Pratt & Lamber M µY Glidden, Sherwin Williams, or Pittsburg. I. Exterior and Interior masonry (except brick)t 2 Coats Poky-vinyl Acrylic. 2. Wood doors and trim: 1 Coat clear primer-sealer, 2 Coats varnish. 3. Drywall surfacest 2 Coats Poly-vinyl Acrylic. 4. Concrete porch: 2 Coats Vinyl Acrylic latex on 1 Coat masonry filler. page 4 6. STRUCTURAL STEEL: (A) This Contractor shall furnish all steel bar Joists and beam, C� lumn, anchors, plates, miscellaneous angles and clips shown on the drawing. (B) Structural steel beam and column shall have one brushed coat of zinc chromate paint or two coats if sprayed. (C) Open web steel ,joists shall be constructed in accordance with SJI Specifications and shop coated with asphalt base metal protective paint. Bridging shall be provided as shown on the drawings. All Joists shall be straight and plumb. Welds shall be a minimum of 2" of 1/4" fillet weld. (D) All steel shall be designed, fabricated, and erected in accordance with the specifications for the "Design, Fabrication and Erection of Structural Steel for Buildings" and with the Code of Standard Practice of the American institute of Steal Construction. 7. ROOF DECK: (A) This Contractor shall furnish and Install all materials to provide the complete insfallatlon of a poured gypsum roof deck. 1. Sub»purlins:. Size and weight as Indicated by the drawings. Spaced at 32 5/8" o.c. Welded to top of bar Joists. One shop coat of lead base paint. 2. Permanent Formboard: 1/2" Gypsum Formboard natural surface. 3. Reinforcing Mesh: All reinforcing mesh shall be galvanized. All poured deck shall be reinforced with "Kaydeck" or equal . 4. Gypsum Concrete: Gold Bond Metro-Mix or equal . Thickness varies as indicated by tho drawings. 8. ROOFING AND SHEET METAL: (A) This Contractor $fall furnish and install all materials .;ltd complete all roofing and sheet metal work indicated on the drawings or specified herein. (8) Bullt-up roof shall be Barrett Bond Ply with slag topping, 20 year type roof Installed in accordance with the manufacturer's specifications for application on a poured gypsum roof deck. (C) Sheet metal for gutters, downspouts, drip and gravel stops, flashin4 and cuunterflashing, etc, shall be 26 gauge galvanized steel. (D) Solder shall conform to the requirements of the current Standard Specifications of the ASTM, and shall be composed of half pig lead and half block tin, all new materials. (E) Flux for use In connection with soldering shall be acid. (F) Flashing cement shall be heavy-bodied plasttc cement which will set up hard atter application. Phillip Carey Co. "Elastigum"' or equal . (G)Lead flashing shall ba furnished by the plumber and installed by the roofing contractor. 9. MISCELLANEOUS CARPENTRY: (A) All lumber, timbers and dimensional material used throughout shall be No. 2 Gammon Southern Yellow Pine, kiln dried, or construction grade Western Cedar. Memuars with uxcossive warpage or twist shall not be used. Joists shall be Installed with crowns up. (U) All finish woods shall be of the best of their respective kinds, clean and free too loose knots or other defects or wood which ,4111-ing and painting will cover.. (C) Wood paneling shall be 1/4" thick, pre-finished plywood as selected by the Owner. Install with nails colored to match .paneling selected. Size: 4' x 8' sheets. (U) Glazed, pre-finished wall panels shall be 1/8" thick pegboard, "MARLITE" as manufactured by the Marsh Wall Products complete with all moldings necessary for a complete Job. (E) Doors snail ue as sc4 uled can tnn drawlnys. (F) All wood placed In contact with concrete 'or masonry shall be No, 2 Common Southern Yellow Pine, pressure treated. (0) Provide ulocking at eaves, see Wall Sections. (H) Plywood shall be ()FPA interior with exterior glue of the sizes and grades Indicated on the drawings. 10. INSULATION 114 COOLER ROOM: (A) Furnish and install all materials to cover all walls and tailing of cooler roam. 1. Insulation: 4" expanded polystyrene or expanded urethane of equal thickness. Rigid board type applied in two layers with broken Joints. Second layer secured with wood skewers. 2.�AWaIJAtj,0 won Block Walls: Set in place with Cement Mortar. 3 parts masons' sand 1 part portland cement / 15% lime. -:- 3. installation on Wood Partition and Calling: apply same as for bloc. walls except first Install a vapor barrier paper (Mostop) securely fastened to the sheathing with fibre tag o "-� large headed galvanized nails. Add, latex additive in portland cement mortar use to fasten first layer of insulation. page 3 1. GENERAL CUNDITIONS^ The "General Conditions of the Contract for Construction", AIA Document No. A-201, 1967 Edition, Is by reference made a pari of this Contract between the Owner and Contractor. Copies are on file and may be referred to at the office of the Owner, or may be purchased at a nominal charge from any dealer In Architects' supplies. 2. SPECIAL. CONDITIONS: (A) The. Contractor shallrovide a t P ",rary toilet facility, In compliance with the. regulations of the Florida State Board of Health and applicable focal codes and ordinances, (8) The Contractor shall provide 'and maintain well-built batter-boards at all corners ofgthe building. As the work progresses, the, Contractor shall lay out on the wood forms the exact locations for all partitions as a guide to all trades. (C) The Owner shall purchase and maintain adequate property Insurance. 3. SITE PREPARATION EXCAVATION ANU GRADING: (A) The Contractor shall visit the site of the work prior to submitting his bid and thereby Inform himself fully as to the conditions at and surrounding the site, and under which he must carry out the work. (8) In general the Contractor shall clear and excavate for the building area, trenches under the building , and all other parts shown to be below the present grade. (CY The elevation of the finish floor shall be a minimum of 8" above the surrounding existing grade. All finish grades shall slope away from the building and drain to the street at a slope not less than 1" in 10 feet. The entire site shall be finish graded. (0) Existing soil shad be compactegi prior to the application of any required fill, dirt. Fill dirt shall be compacted in layers of 6", All fill dirt shall be C:I.egn sand free of debris or other organic matter. Earth excavated from footing trenches may be used as fill under slabs if free of organic matter. (E) Excavation's for footings shall be kept free of standing water, muck, or debris. Care shall be taken to prevent walls of footing excavations from caving In. Excavations carried to deep may be back-filled and thoroughly compacted. (F) Any sub-surface water or wet_.conditlons shall be Immediately brought to the attention of the Owner and the Architect. (G) All trees on the site occurring within In feet of the building,and those occurring within the area of the site designated to receive paving, shat ) be removed. All other trees shall be protected from the progress of the work at jhe d scret(on of the Owner. (H) The entire site shall be cleared of woods and underbrush. A• CONTE. (A) Transit or plant mixed concrete sha11 be oad. Alt concrete shall have a minimum compressive strength of 2500 PSi at 26 days. Maximun slump for all concrete shall be 40, Concrete for fulled cells and pilasters shall have aggregate grades up fn 1/2111"..... /2" . All concrete floogs shall. be.trgweled to a smooth, fin)sh. (8) Finished concrete shall be kept damp continuously- for not less„than 72 hours after pouring, (C) Reinforce all concrete slabs with 6” x 6" 10 gauge welded wire mesh. (D) Reinforcement for beaus, pilasters, filled cells and etc. shall be deformed bars .of the sires indicated on the drawings. All bars shall be free of rustoscale, dirk and any other substance that shgjl Interfere with the proper bonding.of the concrete. , A 1 I stee I sha l i have ark f 1l*: A,000 PS I. (E) This Contractor shall properly sset all anchors for steel and wood plate fastening. Anchors shall be furnished by Steel Contractor. (F) Vapor, barrier shall be polyethylene film extruded onto bath sides of a waterproof paper reinforced. "MOISTOP", grade 295, as manufactured by the Sisaikraft " UIv(sion of the St. Regis Paper Co, or approved equal. Lap;all joints minimum of 6". 5. MASONRY: (A) .This Contractor snail furnish and install all brick, concrete block, and other masonry work indicated on the drawings or specified herein. (U) Bricks shall be clay face brick, sizat- 3- 3/4" x 2- 1/4" x 811, as selected by the Owner. All exposed vertical and horizontal Joints snail ue raked. Provide crimped galvanized metal wall ties as indicated by the drawings. No acid shall be used to clean brick. (C) Concrete masonry units shall be of the type and sizes Indicated by the drawings. Vertical ,Joints shall be flush and horizontal ,joints tooled where exposed, Interior and exterior of building, Provide ladder-type galvanized metal horizontal Joint reinforcement as Indicated by the drawings, equal to "DurlA&Wall% (D) Joints shall uniform and approximately 3/8" wide. (E) Mortar shall be a waterproofed mix complying with the Southern Standard Building Code, 1965 edition, Mortar Type M or S. (F) Sand shall be clean, washed sand complying with AST14 standards C33, current revision. (G) All work shall be plumb and true and built accurately to accomplish the results Intended or reasonably implied by the drawings. Where necessary all measurements shall be verified at the site. (H) Ail filled coils ,0�ndgj l.asters Indicated on the drawings shall be filled with- •" concrete from footing to' tie beam, Dowels shall be extended 16" above top of footing --. and welt reinforcing bars shalt exten& to within 4" of the top of the tie beam. page 2 A CONVENIENCE STORE FOR JIFFY FOODS , I NC. SPECIFICATION, S section Title page I General Conditions 2 2 Special Conditions 2 3 Site Preparation, Excavation and Gjading 2 4 Concrte 2 5 Masonry 2 6 Structural Steel 3 7 Rc)of [lack 3 8 Roofing and Sheet Metal 3 9 MIsCllaneous Carpentry 3 I© Insulation in Cooler Room 3. 11 Drywall, Stucco, and Plaster 4 12 Flnl.sh Hardware �. ,.. 4 13 Acoustical Tile _. 4 14 Painting 4 15 Electrical 5 16 Plumbing 5 ` U 17 Paving 5 18 Cooler Room Doors 5 19 Storefront 5 r i F page . _' 3alda3$ 1NIad�Olf� 3a1sH1A05 r o a UcvEp v e[, D U t C' Pi W [4 r`h4-7 a cn� ' • �o' a �P4 IVA 404 U] GW • W C3qPli rj n tp c� W H t�i Qi O ky w �+ "Ji U •w t I Y vi4J 4J 4J m y 00 pe s u . a H E+ y 41 y Sa ti r q ' w fx7ORU ► U`O � � U • KM- I-lo.-r A Q u 40 to 5 44 41 go cau 174 "113 T p co cd EA :33 A 4 u\ r H E-4 HO r t 1 4 9 t. 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Joe -•'(�M c 13 .f�_ K-.� '�o'yr. �.. ` � �, �i �Pra► +qa..J x IA v' •` _��r� .� J i / , ` .. ..: rtuxslt oc� II 84 r r. 6.. �- ,_x -'- r..�•i ff. �-,asp=Gv4 � ---,...,.+�_^.�.-n.� .mss... _ .-- _,- _ - ..-.._.•vac.-.� +FF ,�-.... ... � � "wdnzT� ,- .. �,.mom.... -..,-_ - f - e<- . 1 i CITYOF.ATLANTIC REACH FLORIDA BUILDING PLANS LEGAL_6 DF CASTZn 4 EECEEC GPgVT Ya IEXgIo ADDRESS 801 WmAmTK gulp. RE#_p'►(e41-Q�jp — - .- LOC.ID# G3 PERMIT# �saru CONTRACTOR RAV Tess DLaELL iY. < " - I 1 15: ELECTRICALS (A) All electrical work shah conform to the requirements of the National Electric Code and to the requirements of all local codes and ordinances having Jurisdiction over the work. Wiring shall be insulated conductors enclosed ln ` :. galvanized rigid steel conduit or electrical tubing, with water tight connectors. All motors shall be connected with two feet of Ilquld-tight flexible conduit. Provide- all fixtures, lamps, devices, outlets, switches, controllers, controls, panels, wire, wiring, connections and electrical Indicated on or reasonably Implied by the drawings. Connection of all electrical equipment, cooler and display doors, cc#pressors and signs shall be donj by the Electrical Contractor. (B) Furnish , mount two 1500 Watt quartz flood-lights on top of sign. (C) Exhaust 110n Toilet Room) shall be Nutone model 8870 or equal . Furnish cQmp,l ete with rain cap. 6 PLUM 1 NG i o�' (A) All plumbing wo#k shall conform to the Southern Plumbing Code, the Sanitary Code of the State of Florida, and to the requirements of all local codes and ordinances having Jurisdiction over the work. M Plumbing Contractor shall be responsible for furnishing and Installing all plumbing fixtures and trim as specified herein of reasonably Implied by the drawings and specifications. (C) Water piping shall be Type L, hard drawn copper with wrought copper solder fittings or galvanized screw pipe. (D) grain piping shall be service weight cat iron or PVC, where local codes permit, within the building and under pavement. Extend drain piping five feet beyond building line before connecting to salt-glazed vitrified clay sewer pipe. (E) FIXTURES: 1 . Water Closet: American Standard, elongated Cadet 2109.056 with open-front seat similar and equal to Church 5200.043 2. Lavatory: American Standard, wall hung, size 19" x 17" Regalyn 4867.016 Supply: 2306.017 p Trim: 2200. 12 with pop-up drain. 3. Sink at Check-Out Island: American tandard, stainless steel , 20,,9pV9u1 size: 25111/4" x 1883/4" Festival . 5024.P7 Trim: 4150..0 t,7,„with 4331.013 crumb strainer. 4. Service Sinks Single compartmet laundry tray, size: 241'x24'1xl8"deep, Galvanized sheet metal on painted steel angle support. 5. Water Heaters 20 Gal ., double element, glass lined, 10-year warr'ty. 17. PAVINGs (NOT IN THiS CONTRACT.) (A) Furnish and install all asphalt paving as shown on the drawings. 1. Base Course: shall be 4" thick crushed Ilmerock, properly graded. 2. Prime Coat shall be RC-15. 3. Wearing Course shall be 1»1/4” thick asphaltic,concrete Type 11 and shall have a minimum density of 1800 lbs. (0) Stripe parking spaces as indicated by the drawings. Paint shall be :white, *,traffic-resistant pavement paint. 18. COOLER ROON bOORSs (A) Furnish and Install complete cooler room storage shelving and doois as noted. (U) Walk-through door: Anthony Manufacturing Co. (See address below.) ' Pass thru sodul 2500, 1/3 glass, 2/3 solId .core for opening 36tlnches x 79 inches, hinge RIGHT Furnish complete wi*h heater and threshold (C) Reach-thru doors and shelving: Anthony i'lanufacturing Co., 12812 Arroyo Street, San Fernando, Callfornia, 91342 (Quan i ty) lila', Model 1000 doors, size X-1/4"x67" LEFT hinged (Finish shall be as selected by Owner.) 15 Curved front 11 gilt fixtures. Shelving: (5 Tier) 40 Flat with tags 10 Flat with no tag. 10 Extenders 6 hell racks with tag 6 Baskets with tag. If Decorator handles IOne for Walk-thru door) Furnish complete with door heaters and frame heaters. i 19. STOREFRONT: (A) Kawneer Company, 1 . Entrance doors: (U. A., 120 H. 0.) derr4 stile "190 Style L push b Puli Size as scheduled on the drawings. 2. Division bars: No. 14-36i end 24-254 3. Sashi No. 10-402 4. Masonry Jamb covers .040 flat aluminum , sheet-hemqud edges 5. Glasss 7/32" thick plate page 5 II. DRYWALL, STUCCO, AND PLASTER: (A) Furnish and Instail all drywall, plaster and stucco work called for on the Finish Notes or indicated on the drawings. • (8) Drywall : Wallboard: 1/2" thick gypsum with toper-ad edge. Gold Ekond or equal . Tape: Perforated tape:Jointsystem. Gold Bond or equal . Application: Application shall conform to the specifications of Gold Bond for single layer application on wood framing. ( (C) Plaster and Stucco: 1 . Metal lath 3/8" rib expanded weighing not less than 3.4 lbs. per square yard. All metal lath shall be galvanized. 2. Stucco: Scratch Coat: I part Portland cnt 3 parts sand 10% Ilmo putty Finish Ccat: (with sand finish) I part white Portland r 'nt 3 parts sand 10% lima putty 3. Cement Pj$ster:(applled direct to styrofoam Insulation in Cooler Room Scratch Coat: I part Portland cement 3 parts sand 1/4 part lime putty Finish Coat: (smooth finish; shall be scored in 36" square panel3 as Indicated on the drawings.) I part white Portland r'qtment 3 parts sand 1/4 part lima putty. 12. FINISH HARDWARE: (A) Furnish all hardwata necessary for the completion of the Job. (B) Each stood door shall have i dl/2 pair butts and passage locks. Provide door stops wham necessary. Toilet Room door shall have turn lock from inside. Locks shall be Walser, US 28 finish. (C) For Specification of non-wood doors refer to sections 10 and 19 of �,thesa specifications. 13. ACOUSTICAL. TILE: (A) Furnish and install acoustical the calling in suspension grid system in Sales Area only. (See Reflected Calling Flan.) 03Y Susper►sion system shadi be an' ejpvsed'ffatal grid susprens(on system conslsting vf' rrain carriers and Intarlocking' crots tees. Finish of exposed members shall be baked enamel or aluminum. Grid sire shall be 2 feet by 4 feet, (See Reflected Gelling Pian of the Drawings.) (C) Acoustical the shall be similar and equal to Safatone Acoustiform lay-in panels as manufactured by the Celotex Corporation. Tiles shall be Stippled pattern, size 2 feet by 4 feet by 3/4 Inch thick. (D) Perforated cement-asbestos soffit panels (when Mansard Alternate is used) shall be similar and equal to Gold Bond's Standard Perforated Panels with 3/16 " holes at 1/21' centers each way. All panels shall have a ripple-tone texture and white finish. Panel size shall be 2 feet by 4 feet by 3/16" thick. Install panels In exposed suspension grid system specified above. Provide hold-down 11novQrs"to counteract wind uplift. 14. PAINTING: (A) Tnis Contractor snail furnish all labor and materials to gompleta all painting and caulking as shown on the drawings or specified herein. (B) This Contractor shall inspect all surfaces to be painted for suitability of paint finishes. Any .cork lacking In sultaoility shall be brought to the attention of the General Contractor for correction prior to the application of any finish. (C) 'All coldrs shall be as selected by the Owner. (D) All surfaces to. be painted shall be caulked, cleaned and filled as required prior to painting; (E) PAINT: Only first line paint shall be accepted as mainufactur?d by Pratt & Lamber M µY Glidden, Sherwin Williams, or Pittsburg. I. Exterior and Interior masonry (except brick)t 2 Coats Poky-vinyl Acrylic. 2. Wood doors and trim: 1 Coat clear primer-sealer, 2 Coats varnish. 3. Drywall surfacest 2 Coats Poly-vinyl Acrylic. 4. Concrete porch: 2 Coats Vinyl Acrylic latex on 1 Coat masonry filler. page 4 6. STRUCTURAL STEEL: (A) This Contractor shall furnish all steel bar Joists and beam, C� lumn, anchors, plates, miscellaneous angles and clips shown on the drawing. (B) Structural steel beam and column shall have one brushed coat of zinc chromate paint or two coats if sprayed. (C) Open web steel ,joists shall be constructed in accordance with SJI Specifications and shop coated with asphalt base metal protective paint. Bridging shall be provided as shown on the drawings. All Joists shall be straight and plumb. Welds shall be a minimum of 2" of 1/4" fillet weld. (D) All steel shall be designed, fabricated, and erected in accordance with the specifications for the "Design, Fabrication and Erection of Structural Steel for Buildings" and with the Code of Standard Practice of the American institute of Steal Construction. 7. ROOF DECK: (A) This Contractor shall furnish and Install all materials to provide the complete insfallatlon of a poured gypsum roof deck. 1. Sub»purlins:. Size and weight as Indicated by the drawings. Spaced at 32 5/8" o.c. Welded to top of bar Joists. One shop coat of lead base paint. 2. Permanent Formboard: 1/2" Gypsum Formboard natural surface. 3. Reinforcing Mesh: All reinforcing mesh shall be galvanized. All poured deck shall be reinforced with "Kaydeck" or equal . 4. Gypsum Concrete: Gold Bond Metro-Mix or equal . Thickness varies as indicated by tho drawings. 8. ROOFING AND SHEET METAL: (A) This Contractor $fall furnish and install all materials .;ltd complete all roofing and sheet metal work indicated on the drawings or specified herein. (8) Bullt-up roof shall be Barrett Bond Ply with slag topping, 20 year type roof Installed in accordance with the manufacturer's specifications for application on a poured gypsum roof deck. (C) Sheet metal for gutters, downspouts, drip and gravel stops, flashin4 and cuunterflashing, etc, shall be 26 gauge galvanized steel. (D) Solder shall conform to the requirements of the current Standard Specifications of the ASTM, and shall be composed of half pig lead and half block tin, all new materials. (E) Flux for use In connection with soldering shall be acid. (F) Flashing cement shall be heavy-bodied plasttc cement which will set up hard atter application. Phillip Carey Co. "Elastigum"' or equal . (G)Lead flashing shall ba furnished by the plumber and installed by the roofing contractor. 9. MISCELLANEOUS CARPENTRY: (A) All lumber, timbers and dimensional material used throughout shall be No. 2 Gammon Southern Yellow Pine, kiln dried, or construction grade Western Cedar. Memuars with uxcossive warpage or twist shall not be used. Joists shall be Installed with crowns up. (U) All finish woods shall be of the best of their respective kinds, clean and free too loose knots or other defects or wood which ,4111-ing and painting will cover.. (C) Wood paneling shall be 1/4" thick, pre-finished plywood as selected by the Owner. Install with nails colored to match .paneling selected. Size: 4' x 8' sheets. (U) Glazed, pre-finished wall panels shall be 1/8" thick pegboard, "MARLITE" as manufactured by the Marsh Wall Products complete with all moldings necessary for a complete Job. (E) Doors snail ue as sc4 uled can tnn drawlnys. (F) All wood placed In contact with concrete 'or masonry shall be No, 2 Common Southern Yellow Pine, pressure treated. (0) Provide ulocking at eaves, see Wall Sections. (H) Plywood shall be ()FPA interior with exterior glue of the sizes and grades Indicated on the drawings. 10. INSULATION 114 COOLER ROOM: (A) Furnish and install all materials to cover all walls and tailing of cooler roam. 1. Insulation: 4" expanded polystyrene or expanded urethane of equal thickness. Rigid board type applied in two layers with broken Joints. Second layer secured with wood skewers. 2.�AWaIJAtj,0 won Block Walls: Set in place with Cement Mortar. 3 parts masons' sand 1 part portland cement / 15% lime. -:- 3. installation on Wood Partition and Calling: apply same as for bloc. walls except first Install a vapor barrier paper (Mostop) securely fastened to the sheathing with fibre tag o "-� large headed galvanized nails. Add, latex additive in portland cement mortar use to fasten first layer of insulation. page 3 1. GENERAL CUNDITIONS^ The "General Conditions of the Contract for Construction", AIA Document No. A-201, 1967 Edition, Is by reference made a pari of this Contract between the Owner and Contractor. Copies are on file and may be referred to at the office of the Owner, or may be purchased at a nominal charge from any dealer In Architects' supplies. 2. SPECIAL. CONDITIONS: (A) The. Contractor shallrovide a t P ",rary toilet facility, In compliance with the. regulations of the Florida State Board of Health and applicable focal codes and ordinances, (8) The Contractor shall provide 'and maintain well-built batter-boards at all corners ofgthe building. As the work progresses, the, Contractor shall lay out on the wood forms the exact locations for all partitions as a guide to all trades. (C) The Owner shall purchase and maintain adequate property Insurance. 3. SITE PREPARATION EXCAVATION ANU GRADING: (A) The Contractor shall visit the site of the work prior to submitting his bid and thereby Inform himself fully as to the conditions at and surrounding the site, and under which he must carry out the work. (8) In general the Contractor shall clear and excavate for the building area, trenches under the building , and all other parts shown to be below the present grade. (CY The elevation of the finish floor shall be a minimum of 8" above the surrounding existing grade. All finish grades shall slope away from the building and drain to the street at a slope not less than 1" in 10 feet. The entire site shall be finish graded. (0) Existing soil shad be compactegi prior to the application of any required fill, dirt. Fill dirt shall be compacted in layers of 6", All fill dirt shall be C:I.egn sand free of debris or other organic matter. Earth excavated from footing trenches may be used as fill under slabs if free of organic matter. (E) Excavation's for footings shall be kept free of standing water, muck, or debris. Care shall be taken to prevent walls of footing excavations from caving In. Excavations carried to deep may be back-filled and thoroughly compacted. (F) Any sub-surface water or wet_.conditlons shall be Immediately brought to the attention of the Owner and the Architect. (G) All trees on the site occurring within In feet of the building,and those occurring within the area of the site designated to receive paving, shat ) be removed. All other trees shall be protected from the progress of the work at jhe d scret(on of the Owner. (H) The entire site shall be cleared of woods and underbrush. A• CONTE. (A) Transit or plant mixed concrete sha11 be oad. Alt concrete shall have a minimum compressive strength of 2500 PSi at 26 days. Maximun slump for all concrete shall be 40, Concrete for fulled cells and pilasters shall have aggregate grades up fn 1/2111"..... /2" . All concrete floogs shall. be.trgweled to a smooth, fin)sh. (8) Finished concrete shall be kept damp continuously- for not less„than 72 hours after pouring, (C) Reinforce all concrete slabs with 6” x 6" 10 gauge welded wire mesh. (D) Reinforcement for beaus, pilasters, filled cells and etc. shall be deformed bars .of the sires indicated on the drawings. All bars shall be free of rustoscale, dirk and any other substance that shgjl Interfere with the proper bonding.of the concrete. , A 1 I stee I sha l i have ark f 1l*: A,000 PS I. (E) This Contractor shall properly sset all anchors for steel and wood plate fastening. Anchors shall be furnished by Steel Contractor. (F) Vapor, barrier shall be polyethylene film extruded onto bath sides of a waterproof paper reinforced. "MOISTOP", grade 295, as manufactured by the Sisaikraft " UIv(sion of the St. Regis Paper Co, or approved equal. Lap;all joints minimum of 6". 5. MASONRY: (A) .This Contractor snail furnish and install all brick, concrete block, and other masonry work indicated on the drawings or specified herein. (U) Bricks shall be clay face brick, sizat- 3- 3/4" x 2- 1/4" x 811, as selected by the Owner. All exposed vertical and horizontal Joints snail ue raked. Provide crimped galvanized metal wall ties as indicated by the drawings. No acid shall be used to clean brick. (C) Concrete masonry units shall be of the type and sizes Indicated by the drawings. Vertical ,Joints shall be flush and horizontal ,joints tooled where exposed, Interior and exterior of building, Provide ladder-type galvanized metal horizontal Joint reinforcement as Indicated by the drawings, equal to "DurlA&Wall% (D) Joints shall uniform and approximately 3/8" wide. (E) Mortar shall be a waterproofed mix complying with the Southern Standard Building Code, 1965 edition, Mortar Type M or S. (F) Sand shall be clean, washed sand complying with AST14 standards C33, current revision. (G) All work shall be plumb and true and built accurately to accomplish the results Intended or reasonably implied by the drawings. Where necessary all measurements shall be verified at the site. (H) Ail filled coils ,0�ndgj l.asters Indicated on the drawings shall be filled with- •" concrete from footing to' tie beam, Dowels shall be extended 16" above top of footing --. and welt reinforcing bars shalt exten& to within 4" of the top of the tie beam. page 2 A CONVENIENCE STORE FOR JIFFY FOODS , I NC. SPECIFICATION, S section Title page I General Conditions 2 2 Special Conditions 2 3 Site Preparation, Excavation and Gjading 2 4 Concrte 2 5 Masonry 2 6 Structural Steel 3 7 Rc)of [lack 3 8 Roofing and Sheet Metal 3 9 MIsCllaneous Carpentry 3 I© Insulation in Cooler Room 3. 11 Drywall, Stucco, and Plaster 4 12 Flnl.sh Hardware �. ,.. 4 13 Acoustical Tile _. 4 14 Painting 4 15 Electrical 5 16 Plumbing 5 ` U 17 Paving 5 18 Cooler Room Doors 5 19 Storefront 5 r i F page . _' 3alda3$ 1NIad�Olf� 3a1sH1A05 r o a UcvEp v e[, D U t C' Pi W [4 r`h4-7 a cn� ' • �o' a �P4 IVA 404 U] GW • W C3qPli rj n tp c� W H t�i Qi O ky w �+ "Ji U •w t I Y vi4J 4J 4J m y 00 pe s u . a H E+ y 41 y Sa ti r q ' w fx7ORU ► U`O � � U • KM- I-lo.-r A Q u 40 to 5 44 41 go cau 174 "113 T p co cd EA :33 A 4 u\ r H E-4 HO r t 1 4 9 t. 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Ak; Ir _7 SKY PAN OL� a 'IsgXHA�)vr FAA wt A"a FIR.FI.R) -7 AR P 4- c pAA' ru6' .�v 4" WAL4. 9AP (Mr.,VNT AT 0 IPLA I H v�f t4- E?Vf4T 50A A 3 ot OL 71 -TO, PAN A A r-%P$,' L;<p CATI CP S'�> AN, i�,A L6S' A40A 4;1 Or,Lj-ro .' ?T _N 15, W t4ff I NP I C. Ise EXT"T . Pq P)t4yL ek T ' 3/4 �,A F-MP C4m 6�4 A0 -;5-roo I... .. -err: PANE-La (eL)sps�jsl ON A 4? F; A -ri2ir -r.uP 55 L Y. P.ce YM �S�Sm cx �rw�7 c�?. WA-rT PA PI 0, !�rr TYPIC,4 A 4T NVICATE FL-pvp. �,owoNiqNap_ a vTLaT 41 c4Nv1jwlZN r -typp A 0. WAIY 9A A L) E�r AUT oTmi.r V 5A FLLJO(Z t4 Pvg-r-m L A I r4 �AMPHOLA2Grg 2-rr oov; WA t,"f? Qv I -r c:,A jT .,$v�i o Af-vm 1 P4 UM eW)V9L.' FLoo w&W --(D ,TH �IA e-108 Oi ON 1 N St.` IZV-!WAL4 S%WAUtr� FA PJ: TH 91. 4-v It 4 4-o Ilk vwqf AT to A*0val. PjNji�A ,&mAgio) FLU L �/j F�Vsks ko"OW CPM� LUAi4 S" PEW. -71 A � fooA F,:;vvsg PAN r, -r PAN V-L J�cvT)4 A —CONVENIENCE - STORE ' . cilk 01F] x 1 11) ;Z. F� Y';� F 0- 0 PS I N'' C' 4, ri I La L 2 'E ­WENDELJ�.6 H'AL4 ;,JP C OP QRANGE PA R�K i, F LQJ4 I VA - - t Jt •/ /!JIB ��l � AL ..�PAG'L�..� o� JI-.Cv° = 4�i '-- r ►� a- ,�tl �,Ii 4 ©v it ,�N1 , WELD AT IM CA eAC J-013T _ } fir( ,�4tr (►G:G .. i S-M sL PLATE F3A;4 WSLOEL9 Jill PLATE VIIZDLa T o R TD r D ` AT5,24 c G. ' ` , .� (a It i' �' ;+•'J YYrL I I a 5 u�5 -r� c� �trE I +' 1'/4•A 1,4 4 'I_ H;C,0N7A'_ 9 19,1C�'-pKG (Top RO�. _. �� - � l I n � q i Z 3x 3 x 5/14f To SuH� T ' + W I LD P � A G VNrr 90OF Lar, ►� �` �. I.,,... 1 s wcAT,+ ,�5 + ' cr Foa .6AtZ'Jol�,?�; C-a►�Lv. MST: G7AP �} 1 r ov nS ADO'11O7 A.. L5'� Dvo ,vr c , ) �' ANS -u4 4 'L4.18 'F EEL~ e�4 �vt Sj"`� 4 L 5.4 4'-qg L v;,4 6 a A INSTAL. p►Fs gzxLe- _ �l i pGY vo v s SAW. WELD To cot.5. FLA5HIN0 ANO �oN Z>G L5 AT I&al{a•G- �► i WM4 t 6M4 C-9ZATS9 TNAti �UNTEFZ-F:LASjLIPIG[ . Q' (T tp F'tMRLv HAN 5 �F N+�De`rALLAT104 10 e;ZN S . ftooFtN� bvic.TUP j �qp t~P. C MINI-L. LZEL. 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C.,Y.► atJMDEGK R-l=f.�4 H Ca� WHEN MAN�iARp Af.'TlaZrt�4'T9 15 uSED. _ AL. { tr 4 c W - GvNT CIA STR►P:.. �� I WAIT 5AINI&L.E a oN 12 jk'M OO (aaAo G-D 5�� t4 I � � L� 1A �L..� ..H L� ) ) � 3� -----•-•Y -- '.LX h �Rf�b© {!oN7 � SLOFS of ;�L-'�G.) 'pp LVM. C-OrTTSZ W( - _ ._ - _ . _ -._- 3xA�. rt. GaN'T• (6pL.T 'To �vSS arr. 4 eAajo1ST) 2 "P • r � ��g �,�` I tl FvA-M t�As�D � , " G+�NT� �x4 �cc.-rmD @ 3�t(Q,C. 7a �Z'l2x�.h.,cl�4'Lavr�T 32�1�'i o.c�' �� mg.W r 7v &}R Joi Ta •rJtt!`..s aAT. No 1H. L e'r, o ►P f�CsG5 GF PI-yW0 � G4{,+1. maTAL. S>tPnSlr�...E Nl/ , 7_�- T - - -- � (FAMC W1 C-A V. OWP NG NAl f-S - 1120 - I20 n,0.) 1y I \ d5 X � r Q , 5J✓FENP6C> r� Y # _ 1110 PLYvJooD L,,5aAos.. A-P) t yC Tc�' ta) �1uA��': P+F 1. TJ A(oLeTICAL nt�� ,. � � � c _ fZvoF Ff. QM+Nt3 zuSLvN. ! tt�•v�F 3a Wr1• �EARIrJ G`.� loll + . .{ _ pERFnRAT��► DEMI NT A. . v?os u i { Std STA+ _f 15 ' '5H h 1 I p 1 -�(WEt.;) Tt� paM. REIN�oRcItJC -ra FLANGL=9) i i {5afsis!'T PANEL,°3 IN 505FIaN SO METAL" fapo' # 1 L � 12 A•YvJ� � ►- (CyRApE A?) S C'8.5 �' 0aG @ 24" o.c, ` ` !; ; Zx GoMrr Eo�-T . fi ` FVta' "MIGSC tN50LAAMP4 Tv' 11AGH } i. N � 4 - 1Y. � i r-••-:_-...�- ASG �AG I l j �,4NrgL�Q irtD ,4WM. FRAME 14 St-SO SHAu. �E 23� G�:•� sg.L.,F-SgAL I N&, r✓A�Et�5 v w rn{ 5/611 GALV• A,c �]� 1 2 N�LN4 1 NA+LS. IrLFsG Ln� N AGT REQ. .7 1 1, �r�ALd. 5 Csa U!� t 17, 5TVE-007 F!.�X1LE GnNDutT FJar2 AIC � � • E�G"fR(C4L GONNI�Gft>7hl ,.1 � �ir YAC �iUvC, 6vj T•'JP Qoa;; Na pN . Win;Pa�At�sa �.•rnwM ��.;�. MArJSAID dy NANC 05 A) LC-? { t. � 5 Avre�NAT5 9ec�utj2lw --- -. . -_ G1N� oc wa1�+. ��t.vw� . _ ._ . ._ ._ L3Aa� JOt'�T cvr`1�►�;,rRA7toN• a a, A CONVENIENCE STORE , , FOR JIFFY FOODS, INC. . E. WENDEL.L HALL , JR. ARCHITECT �. ,. . ORANGE PARK , FLORIDA of ,7 r , s +i 3'Q pPv►z>~ra � r�ECK (3} aiDE� of �Cy. + � adr.7 F� TO G FLANt3i� 1 +1 =� =_ '�2A 1/411 (I - -t%� Pit: •FIN Y?AtI�L..c9. _ ._ -- ) 'I'll 9 _ r T - Z _ . ► ► ' _._ ;�' - = ATL. ANC-L.�5EAC4-ry I! - IJ2u �k,YW O X17 Com• I 5 sa+�Q c. >�oUT - J 1 112.11 Ro�7 AT I~ R'� l� j (W5L.0 -ry TRv�s ExT s►Q�t 4NC4409 � ) L H7 �� �Aa ;v1:T � NE� P�c.A7E1{ �� RJG,,.K. . � TURaL SFE ? i FixTURi~ }n J f C��� GvNG., &Lx. `7 (�hiP Vii µ ' d ,� . � P�121GK � C�i� GAN 3X�• FI?, N�w � � �`•=-.�� !rX"ILNQ �!� 6E,A�N1 I i t STL I PL AT L w I -/ �'``� PEI N t~CJRGZM.EN T 'f"r4�lJ Co4a, 5l.A4' i -�ITPUGTOPAL TEe jL (2) AAA �' A C.40 IOUTetw. 150wr IN SLOr'rw + OL m -- 6RIGK SGHeMAllo 6VILOING sar,-rIc�nl } f rhu PUY,Npav c-vvE2 �/f311 I_f LIP 13Y .cowrgAvrog. Ca PTH of -rQu P d (pAirlTEr�) � NJN d S� G7 EXT�N�IC7rd EL7✓ALS D�PTFt vF L�lr� J ot�aZ'S jt�'- 0 (N•L,G) W' M' rpp,,BAR Ja15GAGH' CAA '.oie7S7LJGGc� COW MSTAL LATH 11 11 r 47 f T ` (2}'��Sqr ► . .1. � ��11 � h vnt 1+14 x i';4 xla �TaaLAGH Q 'vIS — T R A7 „v., .R .. 7 I t �aU�p NOEO AGou-rt c AL ! (G��= FL•D',r'x ' Y GLw C7(FAGS t� Or -ra ,i �U0- cE1t.ING . cME-rALFAGO rF iiN DG) eo N T A7 w cr~cAGoVr� c L. rl L.S 11211 Rv o AT =v5K4�I `t .�- VTHeR eAg. a:?t,`�'t" Gf l . c� 'c5SAM 'TNUS; AT it I���, _ _ rLX4 GUT • 11 11411 Mg- P141�+ E� ` Goat. "U'�L1NT�L. 11 -.c_.. � YMIopo PAN5L.IN GO apzA4 KA__ .+ ri t n L31.QGjC . Plt.f W/ CoraC - AWQ '- ;I .,c JvLi � ,,, + ��� t2) �5a ra�tT• (NaTTO GALE) SHEA'T+�I N [RADE G 7 p� SUSPF�d 1C7 AG�IGAL.. • _ Gt- - 'TI L+ cr f..►N 114.11PSE- N. PANElJN� ari I(Rt1N Rr=1N�DRGfr�Cy YNau r I >f 1~ v Shl I N G "� Z X o H SA LAS 7Q �rL.. !3>wA M F LAN C,F3 �[ +GGaN (27 ) 1 ► !a)E L,dt N TH L pv R Dr"1'A14 ''fW 1 �t.�aV L J u dJoa D GcjZnIF�' 8 GoN"!' a GvrJG, K. 1 X11 �QIGI�. SpAG D i„ GoNp noN- .;P q AF►RT ANT ►c4 ,. iir r l.� r � � r�A W. M STA i. Ti ew� AT � Dla5ar '*o ��,TUD�. i I!� ' ! 1 � 2K FRAMIN 6� J (TYP►GAt~ AT ALL �RIG� i � �.. 2 x 4 rvY �r�• �, { � u U Y i {�f a v� 1 GPNG, SL4� vJl y 1 ' i Cv�(or I�l� vJ•vJ•M• I. •- , GOtJG• SLAB GD�.h1G r •, y { _ ._..w._. _ _ _.... -. ..__ Via.. '. f � -......,-.-- .•'• :" ' . .- .. .--.... /... '.- ',. ' xis ....- . 4• I 411 GaNc. PAR"T171arJ �I.IL. Uw 0d i t� L.1 e tJ OF �T I09 MA4-Ec . A CONVENIENCE STORE ScAL.� INC FOR JIFFY FOODS, 5 E. WENDELL HALL, JR. -- ARCHITECT ORANGE PARK , FLORIDA OF 7 Coo ... .. _ LrvW Pac��tl~>� �iG7Al. 3X4 NAILEQ 'co NT. - 2K4. N7 �EIZ�EL- C�{?�,vEL �7� FAS�rA � - ME•TAL C7R4VEL �'roP 1, tI G vel., 57 �' O m.tt4, �Q x > ori -bot ©kN a M�"t R4�I L ' t • R4 oP � F,ASGIA. 2X4 ao T. (3) �,IUEs pY 0 p•C. �� 3K4. N\A1LE,r2 AN / .. 1. 'M CvAI,v 601-Till AT 1� l2 FLS�,M OA 9 t� PT '496 v. 8713 x 4 w/ > }` . �uL.g -rE 2�C�v I _ 112JI it SAW- BI.D F�1T>r R Y N7• _ NC,40P. SOL. ( � i?T, Il GONr , A it i.r3 �ir� = A7 2g Nca,G. I �' I YqP Gvlzo. PF ' o ,li o f- 1/2� ANC�4 9.. / � a ', ► ,( I I u .57EEL' Gc.oNT AT v.c. {� I 1 it 11 �. R J Ola> �> Avt 1I w t N a 2/2 2 r'2. k �4 48 I � : �I.i• P 7 3 x�• w/ l a L- Ik -` ` L.TS�C .48 0. �, W�t�O �v �A . Jo1.�7 C.c� I f dAs.V. ANG ►2 r +PJw?� I . �sZ JoiS-r -TYPICAL- N G• -� �� Acr 1�•ju 4. .--t-�' W EGC7 PLATE AY 'TIE A M I �� C'. :, ;" r ��,r n p G L.� TE t: v + 4 1 AA STA L- LA T4 - �• N �. a JHA LL �r aru, Q - NO-TS: n . _ r` I 1 _ r 11 ,► ! II IF 1416, --y - . •ta• p I:: - � . �Es AL•'f5RNA? A1L I+ 211 I,-011 �1�2 - I -C� J( 6A9 JojZT It 1�5EC� \� 7415 CoNOITION AL7E12NATE l67A)L . 51D WALL ONLY ` _ V- 1.12P aUl• Tr E5 -TAR ANt7 99AVLL 5ulI'•T• tJP Tvp of —..� / A'T 5'2. 5/ If D.G. R.FOFIN6 OF rill PDu12CC7 UM DEG+= eLc(�v 0,211 �. 13AR Jv15T ` WELD -TG R%J0157v. fy`(P:Um ply GIS . Sig ill 1 a . µ - 1,� .��1-I y- - \,. �+��, \. �Fi��•', YvI� /Y1�•t^`.�� // I��1! �.��p��� % \\ dJ77 y t �l i' •�,` , SHop AKICA7 LL - OwC��� r-ULI~ -rHIGk -r - GoWG, ` \ 5` 3 !r GK "T1E R?aM• f �`. �' fr -�-- t` 511.. L M 4 , i' r FILL. 1AIJ CANG � - i r-- m._:. __ _• __ _._ _ ��rr,�a r"r, ;-!nr , „ r , - _-�= - ,�- ' GU ! 7YPIS A 1. '. - `I I N w_ =" i ` � S N (T PIGAL 0) 2x4 -roP pI.ATE - �" y ��' i ..oNT c1�EEN vaNY } . . 7O I ANr,Hrago ; it -r _ METAL: GA�IN9 �EAo y j bgL:r ,5p--r 1N cop4c. I I I I- I) r[ 1211 eMR D A'r 8,J5 r✓ONT.WpoD I . .. 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T.. . • v.A.� �.....�rr ....• �.�,wW.dl. ,_. .. _w..w,r.......rSl,- "-A'....`y;..:.,ti.yrrwnv.•:d+.,«ir..+rw:i�-....i.kr.:-.i1:i4.i.Aa:.uA:...,-.�..r:�_-_=:.�,.•.rr.wY.w.w...'..-.+'...i..../.�..W..,.�,..iww:,.,wrN.rF'.4�.�..:A�w..Y.+..w wv7n.n..a: �(-.� 10 9 5 3 Z FF, EL.+O'-0 COLUMN SIZE & TYPE VARIES 15'-2 10'-10 25'-2 14'-1 3Y2 z 1 THICK Q BASE PLATE 3/4"0 A307 - ANCHOR BOLTS n- CD 1171 N ............... ............................. ....................................................... ............. .......... Mi �„.:,,,v.nnuurn.nr,ur.w.u.u.,.u..nw nwunnnn.un„r:uruuun,+nnv«•n :u:„u,ur u y£tiu, J � ,.,nuuu...u.«u.vuvvrwu::wuru urunnn.,,r.wruu n.. n.n u,r. n-.. :-u,u,n,cu n„un.r..mnmun,u,:n u , I rt� • r.. U- 1 , r C('/J�1 M _ R I F i s'i V - ..<w.........,,....... n«..r,.ww........_.«...,.....,..«,... .•.......... .., ,,,...,.....,....,......,.....,.....,.,..«......,,.....,,� t .. f' :�j 2 1 :,::,...0:�:. . .wnw„«n ,new,�.,._ww,.n,nrArSETTING DETAIL TYPICAL 2 PLACES al EMBEDMENT / PROJECTION DETAIL ......,.r.,.n..«.r„«.:.,:.:n.:...n«.,.,.�.r.,r.«..........:..w...,...r........_..... -...n,:.nn,n_..n TYPICAL Ii 41/2 I EMBED PLATE 1'-6EMBED PLATE 1'-6 ,I ► ssI �® 4& OF IRV- PL1x9x1'-6 w/ PL1x9x1'-6 w/ cv I I _ �,, _3 _ 3 oilGL 6 /4x6 HCA 3 1 3 6- /4x6 HCA 3 1 —3 LJ I 1P3 1P3 ' a r r co J `r N Krn LJ CM0 G L �—� LJ e`l w r SETTING DETAIL ' B” CY) + TYPICAL ONE PLACE - -z 8 SETTING // !/ // !! , DETAIL E SETTING DETAIL G 1 TYPICAL 4 G s s 3 PLACES TYPICAL 3 PLACES APPROVER so VERIFICATION ' � I REQUIRED r CD 1 —0 I ti 1K sip I , ar I � _..«_,._.__.._.._._..« ._._.,.. C J { P,` • ,� G tD F ► ��� o � 00 .......wn:n:,:,::.,n,:.::.,..,, THIS C30CUMENT �.:-.....,..n«_....... (n HAS BEEN IREVI&VED FOR GENERAL // !/ `D ar LJ CONFORMANCE TO THE DESIGN CONCEPT AND GENERAL SETTING DETAIL C LL.9 �.,. ,� GOi IPLIANCE WITH THE RE£TL.>IRE-MEC„'rS OFTCONTRACT r— H �ONTRA T r l ' _.. THE Cflr�t '•� y`v r.? E � . <TRACI101 1, IK—"0N`.=P F TYPICAL 3 PLACES -- .r.., F _.._... - E - - �.... . _.___. __ T �._. - ----- ,..:.: r . ,, C U i OTHER TRADES.THIS REVIE V`.,.,._ •I1L"._c;•;gyp;"e'er RELIEVE' _... . _l lljE TI IE -�" � G L -0-N ELPA CONTRA--r �R OF HIS I`iESPOt���ie►Li i"`�''tG COQ ;'L.Y tnilTH THE SPECIFIC REQUIREMENTS OF`f',' ��'. . �E CONT�:f�CT DOCUMENTS. 1 _ E] RE-VIEWED %V Fy L 1-%� Date. •l NO EXCEPTIONS TAKEN `�`� 3475 Lenox Rd, if SETTING DETAIL /! Er! SETTING DETAI /! !/ O � � EkCEfi'TIONS NOTED � � 1 2 4 Atlanta,Georgi 30326 � APPROVER P REVlSEANflRESIJBMiT ER TYPICAL 4 PLACES TYPICAL 4 PLACES {404}812-3 50 REJECTED €' o i email:info@designbuild,loncepts.com r; VERIFICATION S. i ts i� REQUIRED � _ c� �� °VIA 4�`0 I; �. �iE EMBED PLATE � ��� D P L 3 x 8 x 12 w/ -�i'0 -s t i Ala a, a C _ - H __ ._. .... ....-.. .._................. - .___._..__... .... m--- 8 4 x 6 HCA ..,:n..::._.._... .... n. PR ..,nn,n,,, nnr„rrrrwn, nr.n,n. / B ,., _ M _ k l"J `V1 �, i! � � � 1P2 AIERIAL UREACE PREEF AIIOt HOE PAINT ta r CD a EMBED PLATE I - - A992 SSPC—SP2 1 Std bhp Ct Primer P L 1 x 18 x 1'—6 w/ H1, I.N 13 I IEI.DN . cu _ GL _3 /16 Bolted SHOEcQNNh.Wld/Blt I LEI=. . 9 /40 x 6 HCA PRINT RECORD BELL, DTE DESCRIPTION BY APPP. ! 1P4 13 0 13"-10 3 -1 19'-10 11'-7 4'-10 2'-2 rr !/ I�ATE SETTING DETAIL D TYPICAL ONE PLACE e 18 11 8 6 4 8 1hinv slow V FitzLord, Inc. . a REVIEWED 0 REVISE AND RESUBMIT e a l c n steel • Ml i t'rgo' � L. # IP �j hE REJECTED REVIEWED AS NOTED P 650 E. 27th St. a , � Vt�C1 ...r.... ENISE&RESUBMIT E S' t Corrections or comments made on the shop drawings duan u , Jacksonville, I. 32206 { review do not relieve contractor from compliance w h • �'fiE FE1/III t� THIS DOCUMENT DOES NOT T 0 P OF DRIVE—T H R U F❑❑TING E L,—1'—6 requirements of the drawings and specifications. This DIT U N a 1j S �, �� JAX FEDERAL CRE I[ is only for review of general conformity to the de ,9n � ��� it�.� �>< +�� �K t ����t 'a� � � A NC ANCHOR B❑L T aEuEVt THE RESPONSIBIUrf TO COMPLY T❑P ❑F E X T E R I❑R F❑❑TING E L,-1 -8 � ulm t 1 ���� �t �� Florida � conceit of the prc?ject and reneral compliance with re4 e < O SETTING DETAIL A t l a n t l e !HE CONTRACT DOCiUMENTS ,— TOP OF INTERIOR FO❑TING EL,-1 0 E mems of the contract.iia.�.tme;:•�ts. Ttsis review not��uitf staz,d :'�, E 1��+ �` �"�:- l + k s 6 czr�rC('c`3i1Ct' are those llr�'"� it3( :s. 4I�Il . � ! �vf..l.F, contractor's Gu-:es o. pe ,� ;: �O Design BUI�,(� Concepts � .. DATE. B,❑,B,P,-B O T T❑M OF BASE PLATE PLAN r r ;-�, � = �:;��„ 4 r4c��i:er�zertts :!� �,t: ' RCS cont aet L.o..ti ` =7 ^, ._ _ a �, Q, ,GDBC Architecture _ - in any !tl�sriii%;t "r,;Ci;;`f,'.•�� �1� this rc�llif3vd or C=."r!1S`�k fiY,e'� 1'i'icaC�:;; � NORTHRAWNGrMME on hes. :s T IryE Lcntr ctor :, rc:rSr�:�:,Sti7l�' t SCALE col�irr i;>.icr; and correlation of tlt: BILL OF MATERIAL TY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL 9 1'-6 TOTAL MA K FT I N MARK GRADE iC3 2 5 2 ' v) 3 6 6 3 12 1AB1 ANCHOR BOLTS � I 8 4 4 12 3/40 ROD 1 2 mal A307 2-A325 HEX NUTS v x & 1-FLATWASHER a x wAll 24 3Y40 HEX NUTS mb1 A325 ~mb1 & Mc1 �' s ...ti Oj CO ' � 12 /0 FW mcl A307 CD U7 I 1P1 POSTS OU 3/4Ox1'-2 A307 1 , HSS3Y2x3Y2xY4 A53B ROD-mal PL3/x8x12 2-3 Ox6 HCA PLlx9xl'-6 ; { v -pal /4~ ~ 6-3/4x6 HCA PL1x18x1 6 9-3/4Ox6 HCA p md1 piol ~md1 ~pct ~moll 11 1P2 EMBED PLATES 11 PL3/x8 1 0 pal A36 . 12—ANCHOR BOLTS~lAB1 l P(�STS~1P . 11—EMBED22 3/40 HCA 0 6 moll A496 ONE—EMBED PLATE~lP4 7 1P3 EMBED PLATES 7 PL3/x9 1 6 pbl A36 10 42 :Y40 HCA 0 6 moll A496 1Y2 7 1Y2 13(6 ONE 1P4 EMBED PLATE 12 ONE PL3/4x9 1 6 pcl A36 9 3/40 HCA 0 6 moll A496 C:) � 01) 'i 1P5 EMBED PLATES p 9 i ? PL3/4x10 0 10 poll A36 PL3/4x1Ox10 4-Y2Ox6 HCA ~poll ~mel 3 BENT PLY4x3x3x10 0 ? 0 HCA 0 6 mel A496 3 1P6 BENT PLATES I - i—EMBED PLATES~lP533 PLY4x6 10 0 A36 BENT PLATES~lP6 _ 1 X16 3 1P7 BENT PLATES 12 3 PLY4x6 10 0 A36 PLAIN MATERIAL W 11 lMl PIPE BOLLARDS 11 400STD, PIPE 6 0 A53B 3 BENT PLY4x3x3x10'-0 4 1P8 PLY4xll 10 0 A36 3 1P9 PLY4x8 10 0 A36 3 BENT PLATES~lP7 15 lAl L3x3xY4 20 0 A36 2 1A2 L2Y2x2Y2xY 20 0 A36 M IERIAL (UN) BUREACE EREERAIION SHOP PINI A992 SSPC-SP2 1 Shp Ct Primer-UN, , (LIN) 136�� FIRM . Bolted SHUIPCONNS.Wld/Blt t . a . Et INN RECORD RPV. DATE DESCRIP 1061 F3Y PPR, . FOR DATE F.itzLord, Inc. ulcan steel 050 E. 27th St. Jacksonville, Fl. 32200 JAX FEDERAL CREDIT UNION WCATION Atlantic Beach, Florida CUATRAGTOR Design Build Concepts ARCHIENG DBC Architecture CRAUNG COVERS SI-E rim ey. P W BQATE 10-06 JOB NO. QW3. N . CH. 'D BY QATE 06-098 D-1 `D TY. PIECE BILL OF MATERIAL . � � LENGTH ASSEM. STEEL 5 S _ TO AL MARK DESCRIPTION FT IN MAK REMARKS GRLID Cu ADE - 5�2 5%2 `-� cu 211122Y2 w J J ONE 2C1 COLUMN AS NOTED w w PLYx5x5 PL%x4x9 PL3/sx4x1'-0 ~po12(CNTR) ~pf2 k ~pg2 ONE W12x50 16 9Y2 SA.E. In _ M i ONE PL1x10 1 6 a2 :. (Y) v� ►t: c� � P A 36 uT Ico 4 1 I 00 13 M / 5 g 23/4 4 �. r co cu 0i u ONE 2C2 COLUMN AS NOTED /8 ONE W12x50 16 9Y2 SA.E. CDI � PL1x9x11 � 3 ' � I _ /6 i ' ONE PL1x10 1 6 pat A36 I 0 ~pc2CCNTR) 4 x'16 li I ; �6 P� - r 1 3� w 5 52 _ ' w i16 wI ► - ' I ONE 2C3 COLUMN I w _ j6 0i U 1Y160 ONE HSS5x5xY4 11 3% S,2,E, A500B W M � = I ONE P I I ' L1x12 1 0 pb2 A36 c� M � 7:/6 I „ ,� cU ,I r/ ONE PL1x9 0 11 pc2 A36 Cu T LO x I 12 CD ON M o X I " ' 1 I I I I I X -- 4 ONE 2C4 COLUMN 7 LID ONE HSS5x5xY4 12 2�4 S, , CD x � I 2 E A500B ` W Lf� 1 13 LO ,6 I 8 16 �f ,$, ONE PL1/4x5 0 5 pd2 A36 x C3 S. Cu �. w �- I ONE PL%x4 0 9 f2 3 M I � � 3 F r� A W � p A36 { CD L0 ONE PL3/8x4 1 0 2 I v ° 3 PL%x16Y2x1'-5� pg A36 CU °` k2 (CNTR) U U ,� 3 I p `- CU I iZ .�. -,. ONE PLS/8x16Y2 1 5/2 pk2 A36 PL1x12x1'-0 0 �, I CD � I �' 4Y2 b2CCNTR> I es I o O p W L� o � C' I ONE 2C5 COLUMN % 1Y2 9 �- I � , M o I w _ = I W � 1 � ,I 13 I— �-- U I , ONE HSS5x5xY4 10 10 x6 BlE., Salf, A500B � � 4 HOLES ' ONE PLY2x6 0 11 ph2 A36 E:1 z 1 Y60 ° @ 9 c/c , C3 1/4 I 1 —0Y4 ONE PLS/8x12 1 5Y2 pm2 A36 I ° I— Q Q ONE-COLUMN~21C3ONE-COLUMN~21C4U 2 2C6 COLUMNS 4-3/4x3 A325 BOLTS SNE-�Ox6Y4 A307 BOLT 3-%0x13/4 A325 BOLTS ONE HSS5x5xY4 ? ? S,2,E, A500B PL1xlOx1'-6 4-�Wx2 A325 BOLTS ' 7�2 ~pa2(CNTR) ONE PLS x5 0 5 pd2 A36 1/2 V-3 c� i cti 4 HOLES ` 1Y160 J @ 7 c/c w 4 HOLES ONE-COLUMN~21Cl-AS NOTED @ 234 Ga, ONE--..COLUMN~2C2-AS NDTED (u 8 x 32-%Ox2 A325 BOLTS x � 32-�Ox2Y A325 BOLTS 4 3 PLY2x6xll Li f P",,D� �,P Air �4 4 � ] _ 12 W U I � W i PLY4x5x5 > W6 w ~pcd2(CNTR) I w � I APPROVER: I INFORMATION REQUIRED � ' Li U •-+ 17"160 MATERIAL (UN) UREACE eEZEe IQN SHOP PAINT cU I A992 SSPC-SP2 1 Shp Ct Primer I o s Y16 0 FIELD Bolted 8Q2cON'A8.Wld/Bit ' ,/ PRINT REGURQ REV. QATE ®����IETIgI��I �:� �PPE�. I �' x . C116- ,, X E I X i � � �4 I 8 _ tt� .s, 12 0 �. x 3�4 .s, I ' x I In7 In I 10 7X2 f 11 /16 x I � O , u In CD PLS/8x12x ' FltzLord,� 1 -5/2 I . � p ~ W � o o � , CD u 1n steel `--° w I F I o0 o �- 3 850 '"'". 27th St. r I U r Jacksonville, FI. 32206 JAX FEDERAL CREDIT UNION I ' ,_ 1 T' Fa Atlantic Beach, Florida I 1 0/4 � , « - R Design Build Concepts ARCW€NG DBC Architecture 2-COL,.U.MNS~2uoONE-COLUMN~2C5 DRAWNG COVERS rY4 GALE POSTS @LOW ROOF PARAPET ONE-%10x6Y4 A307 BOLT o ��,, (�W B _ JOB NO. m. NO, 4-�4Ox2 A325 BOLTS omay. 0 6 CHICOBy DALE 06-098 D-2 BILL OF MATERIAL J A PROVER., e�-YM7®� --- A PROVER;O`�/E _€ A P R CI V E( : TY. PIECE LENGTH ASSEM. STEEL 5 5 - - 5 5 - - 5 5 0 AL MARK DESCRIPTION � IN MARK REMARKS GRADE - r- FORMATION r_ IN CRMATIC7N fl r_ INF R'MA-1I❑( I J Q REQUIRED 2Y 21/ � - QUIRED 2/V2 2Y2 �' QUIRED 2Y2 2/z 2 2 , w '�- w �" � � PL�x5x5 ONE 3C1 COLUMN PLYx5x5 4 ? ? S.2.E.N PL3�4xSx5 d2CCNTR) d2(CNTR) ONE HSS5x5xY A500B pd2CCNTR) p p 4 I i I I ONE PL'/4x5 0 5 pd2 A36 M + I ( 0 9 f 2 A36 I I I , I ! I 2 PL sx4 P i (� I I (L1 r- I o I r_ I I a r' a I + 5 , v �, I ' Cu cu I cu U 0i I 1 DNE PL/sx12 1 5Y2 pm2 A36 I �i ( �� ' 1 : Li PL%x4x9 w -� -� PL%x4x9 -� PL%x4x9 -J E I N f2 r ' w w f2 I PL3/x4x9 -� w I Npf2 w --I PL3/x4x9 E p w PL3/8x4x9 1 , P e W w 8 ONE 3C2 COLUMN i ~pf 2 ! ~Pf 2 Npf2 I r E r M ( , c� ONE HSS5x5x� ? ? S.2.E. A500B 7 F I i I I (Y � c I �; ; 7 _ „ I , z - ONE PLY4x5 0 5 pd2 A36 TI (� ... k W I I Li ! W � cu j , ; �o = 2 PL%x4 0 9 pf 2 A36 _ � I � cu � I _ ; � ' cv _ cu • a I i i I Y8 � /e i Y8 /8 I Y8 ye r- I �f6 r- �f6 ; r- I- �f6 ONE 3C3 COLUMN r- x r- x r- x I Wi6 W6 W6 ONE HSS5x5xy4 ? ? S.2.E. A500B x I 1Y160 x I x I 1/ � ' Ln 16 ONE PLY4x5 0 5 pd2 A36 xI �3/ I x x (�i� e i73/a .S. 2 PL3/sx4 0 9 pf 2 A36 i 1 .S, ., v� = i 47 ONE PL5/sx11Yz 1 5Y2 pa3 A36 1 \, /8 1 ; I f 7 12 ; 4 /8 9 N.S. '/4 I ` , z I F- /' 11 /16 F.S �4 11 x/16 \ ' W I 7Y2 10 I E , I 3 ,, ONE 3C4 COLUMN 10Yg 7 /g 12 ,l ONE HSSSx5x3�4 ? ? S.2,E, A500B PLx12x1 -5�2 O� p�a PL%X11y2x1'-5Y2 I - F--- ~pmt - f- o _ I ~pa3 (CNTR) DNE PL�4x5 0 5 pd2 A36 3 I o a o ' oxf , ONE PL3/sx4 0 9 pf2 A36 w 1 w w DNE PL3/sx4 1 0 pg2 A36 U I I I U v I (\ ONE PLS/sx11Y2 1 5Y2 pa3 A36 ' 11// 1'-0Y4 ►� 1 —�7"4 ( �4 74 ONE 3C5 COLUMN ONE—COLUMN~3M ONE—COLUMN~31C2 ONE—COLUMN~3C3 ONE HSS5x5xV4 13 33/ S.2.E. A500B ONE-74Ox6Y A307 BOLT 6--40x1 A325 BOLTS ONE—�0x6Y A307 BOLT 5 d2 6 3/40x13Y A325 BOLTS 6-3/40x12Y4 A325 BOLTS ONE PLY4x5 p A36 2 PL3/sx4 0 9 pf 2 A36 101 PROVER: ONE PL5/sx13Y2 1 53� pb3 A36 RMATION 5 d- 5 5 UIRED 2Y 2Y 232 2Y 2 2 2 2 PLY4x5x5 w PL3/$x4x9 PLY4x5x5 PL%x4x9 Npd2(CNTR) ~p-F2 Npo12(CNTR) Npf2 t , Ln II 0 0 N I I Ul , l I �—+ e 1 I U II W W PL3/x4x9 Npf 2 1 -J PL3/ex4x1'-0 w E �8 i ~pg2 ; (� - 46 is C� � M R� ICU ; CuCu 316 '16x W6 I \ (y) 1 , SHOP PAINT x 1�6�b k _ � I I A992 SSPC SP2 1 hp t river x �, W x 7 s/ HOLE (LJN) 13/ #0 FIELD CONN". Bolted i"OP CONKS.W l d/B l t IEE. MUGS. (� F,SLO 3/ 3 3 x i 16 16 4 7 /g ; EI Ii 1 I3U REV. DATE DESCRIPTION ' APP.R. l LO � I 1 413/16 9 4% =16 N.S. '/4 i ' 12 \ FOR DATE i F,S a 3� 8Y i i c3 5/s 16 1 12 '\, 73/8 10 Ye °\ r ,l i PL%x13,V2x1'-5/V2 ; I 1 FitzLord,5 - O 1'� I . n PL /gx113�zx1 5Y2 ; Nplo3 C3 ^'pa3 (CNTR) � � un steel CD I .........L......._....I C25 I E I I I �10 ; 1 1 O E , C3 p 650 E. 27th St. w ' W ' I ' ► Jacksonville, FI. 32206 U t\ W ► U 3 . ` � JAX FEDERAL CREDIT UNION 1 I i 1/ Lt�4:.A'fIC?P�l Atlantic Beach, Florida 1'—C�4 74 I 1'-074 �4 CONTRA�O Design Build Concepts c� 9 ARCHIR-» DBC Architecture ONE-COLUMN~3C4 ONE-COLUMN~3C5 �����'�t�:� 1- ONE-3/4Ox6Y A307 BOLT ONE-3/40x6X A307 BOLT Q���. PWB 10-06 ������ - _ 3- 0x1% A325 BOLTS 6-3/40x1 A325 BOLTS C�K'D BY DAIE 06-098D-3 4—:Y4Ox2 A325 BOLTS BILL OF MATERIAL 5 5 5 5 5 T AL MARK DESCRIPTION LENGTH ASSEIM. REMARKS STEEL I I I FT IN MA GRADE c c� 2Y2 2Y2 2Y2 212 21/2 Li -� 3 J ONE 4C1 COLUMN w PL /8x4x1 0 PLYx5x5 PL%x4x1 0 w PL�8x4x1 -0 PLY4x5x5 PL3/8x4x9 4 HOLES ~pg2 ~pd2(CNTR) -pg2 pg2 Npd2(CNTR) ~pf 2 ONE HSS5x5xY4 11 9Y6 B,1,E,, S,1.E, ASOOB @ 3Y2 cis - 3 Ga I i eSM ❑NE PL /x8 0 11 pa4 A36 71111V 4 J k kCD i � i:A 8 - - fl M r �� 1 ONE PL%x13Y2 1 5�2 Pb3 A36 CID 00 I } r y –, U I U 1 3 PLXx8x11 � ~ a4CCNTR) N ONE 4C2 COLUMN P (11.1 � ; I - � I �- d- o o Cu LO /8 ONE HSSSx5x�4 18 63/4 S,2,E ASOOB t- 1 12 I I 1 I I I 3 LSx x , M " - 3 3/8x53/ � CO CO �f6 �6 ONE PLY4x5 0 5 pd2 A36 q /� �6 ( ~a a 4 W6 w I w .� 3 �8 J w -i I I 3 PL3/8x4 1 0 pg2 A36 w PL /8x4x1 -0 { i w W Pi E W W 1 �4 ~ 2 , I �e (� , I w ; P9 , ~pf2 ' j ONE L5x5x3/8 0 53/4 aa4 A36 W ONE BAR/2xY2 0 4 ba4 A36 cn a M r 3 � I 1 (MY) � - j 1 'I 60 00 _F. M E ONE 4C3 COLUMN ^ 00 X it X M ` F I X I { ONE HSS5x5x/4 13 23/ S.2,E ASOOB 7 W6 U7 i i\ E X I i i j I I U7 f %g E ONE 0 5 d2 , o x I c ; PLY4x5 p A36 .- �4 S LO 1 3/16 LO X6 v i 3 ,S, I 413/6 r BAR/2 ` , ' ' 2 PI-3/ex 0 9 f2 A36 ,t' 12 = 6 I ( x�zx4 7r- Li i i _ F ba4 i ONE PL3/8x4 1 0 pg2 A36 X ' 9 3�168716 °� � 9�8 , ► _ I ) i I 4 _ f PLS/8x13Y2x1'-5Y2 ONE 4C4 COLUMN a i b 3 �, CD i k---- I p 4 15 i(TIN1 i o - t i I { I ONE HSS16x8x� 12 5 r�6 S,2,E, ASOOB CD I CD , ONE PLY4x8 1 4 pd4 A36 Li w U 3 { w 1D w t ONE PL3/8x4 0 9 pf2 A36 U I U i 1 1 i I ONE PL3/8x4 1 3 pc4 A36 i Y4 I 1'-01/4 I + ONE PLS/8x18 1 7 pb4 A36 ONE BAR/2xY2 0 4 ba4 A36 _ ONE-00LUMN^-#4C1 ONE-COLUMN~41C2 ONE-COLUMN~41C3 ONE-3/4Ox6Y4 A307 BOLT 8–�s�x2 A325 BOLTS 6–�4�x13/ A325 BOLTS 4–%0x2 4 A325 BOLTS 4-3/40x13/ A325 BOLTS 4-3/40x2 A325 BOLTS ONE 4C5 COLUMN ONE HSS6x6x/4 12 11/4 S,2.E A500B 110 61� 61� �- � 1 ONE PLY4x6 0 6 pf4 A36 2 1 0 5/2 5Y2 5Y2 I 2 PL3/8x4 0 9 pf2 A36 Cu 2Y2 2%2 6 6 2112 272 232 3 ONE PL /8x4 1 3 pc4 A36 -� PL%x4x9 PL%x4x1'-3 PLY4x8x1'-4 -� PL:'8x4x1'-3 PLYx6x6 PL3/ex4x9 w ONE BARY2xY2 0 4 ba4 A36 ~pf 2 ~pc4 ~pd4CCNTR> w ~pc4 ~pf 4CCNTR) ~pf 2 M In F- CY) i i I { '1 :1 C�'') i (y) ' 1 1 I { i Q1 # 1 t1J M I I CD Y8 I i I I I i i 0 ' 1 100 I I I I v--r X16 ' 3�6 0 �813 /16 W :i6 CLI W6 I1 00 00 Li I I 716 W6 I 1 -� - i -� PL3/x4x9 , I I w w N8 f2 I p 1 { 2I � 11/ � 2 3 i 16 C4 i I BARY2 { I . I { BARS M 3 1 ; x�2x4 i i+ xyzx4 M i 81� I i ~ba4 ( �' ~ba4 12 , i6 ; ; i , 1 . cu i { I I I I 0j M = MAIERI L (UN) UREACE EREee ��N SHOP PAINT x i - APPROVER ; A992 SSPC SP2 1 Shp Ct Primer 7 4 6 ! a I X cQ HOI:.:8S (UN) 13 � . FIELD Cc NNS. �������� . REE. c �. °x° ; �0 VERIFICATION � y4 2 2 16 Bolted Wld/Bit ,y4 1 I 1 x N FRINI REGORU BEV, aATE ®ESCRIPTION EY APP-R. `� N , 1 I REQUIRED Y416 v� 63/1 11113/6 I -► I I I i �8 f� ' 1 1 1 _ 6 DATE �' Z Vie 1 4 ,S. M 1 1 1 1 � .S. i 1 i I } � i I i 1 ST PL%x18 1 FitzLord, Inc. _ ' I I I �, x1'-7 i ~pb4 , 1 1 o u Icn steel CD 0j M �; I 3 1 1 0 { I I 31 650 E. 27thSt. it I li Jacksonville Fl. 32206U ' ' ' ' �' ® JAX FEDERAL CREDIT UNION FAtlantic Beach, Florida 93/ Y4 8 8Design Build Concepts 9 p ARC4G DBC Architecture ONE-COLUMN~41C4 ONE-COLUMN~41C5 "' � � ONE–�OX6Y A307 BOLT 6–%s�x1� A325 BOLTS um B'�. PWB —DAT 3–�0X1� A325 BOLTS 5–%49x2 A325 BOLTS 06-098 D 5-�49�x2 A325 BOLTS APPROVER ROVE 5 BILL OF MATERIAL N ERII+ICATICIN S � - ,, `� �ERI ���--I-��� S 5 TY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL REQUIRED OTAL MAK FT IN MAK GRAD 2Y2 2Y2 REbUIRED 2 Y22Yz _J � PL/4xsx5 PL3/8x4x9 PL%x4x9 -j PL3/ex4x9 PL/4x5x5 PL3i�x4x9 ONE 5C1 COLUMN ~pd2(CNTR) ~pf 2 ~pf 2 ~ f 2 ~ ~ p pd2CCNTR) pf2 ONE HSSsxSx/ 24 7 S ! _ E 4 .2.E. A500B V) i 0o C) v� F i ONE PLY4x5 0 5 pd2 A36 �- II ` \ f' d O I; i t D M �i : O ► M "� a� �0 \ 4 P L%x 4 0 9 p f 2 A 3 6 2 L5x5x% 0 53/4 aa4 A36 ! r i ON ' ONE BARY2xY2 0 4 ba4 A36 ! L5x5x I . ! %x5:Y4 Odf L5x5x 3 f I Cuxs 4 � � L5x5x a ~a4 cu Cu Y8 ~aa4 W t I /ex5% ONE 5C2 COLUMN Cu Y8 i �, o t o G CD ~aa4 ' Y8 ! 4 cu ! _ cu /$ ONE HSS5x5xY 24 11% S.2,E, A500B k WY4 ONE PLY4x5 0 5 pd2 A36 � W W E BARS 4 PL3/$x4 0 9 pf2 A36 El Z4 (� I o 2 BAR BARY2 ` x/zx4 I ! o ! 3 xY2x4 x/2x4 E ! 2 L5x5x3/8 0 5 /4 aa4 A36 tet- 0j C o ba4 0 0 �" ~ba4 i ~ ! I Cu X I !� i NT Cu o o ba4 , I ! 2 BAR�2x2 0 4 ba4 A36 00 001 00 X 00 E ' 00 I i I ; —I PL3/8x4x9 J 2 i ! 2 PL3/x4x9 J _j X 3 ' ! w X 8L0 J PL /8x4x9 , J PL%x4x9 2 2 ~pf 2 I_,_.t 3 ~pf 2 W w x w ~ f2 I w ~ ONE 5C3 COLUMN � P � pf2 . I... F. ONE HSS 24 11� S.2.E, A500B = M !: Co ONE PL/x5 0 5 d2 4 p A 3 6 k., 2 PL3 x4 0 9 f2 /e p A36 ! - 2 L5x5x3/8 0 53/4 aa4 A36 CD CD _ �g 1/g O t� t� i , 3 ,C25i �f6 6 BAR/zx 0 4 ba4 A36 L.i ! X16 o J f- 3 I16 W6 W 1 E I w ! J U ! W U 2 5C4 COLUMNS LI i, E 2 HSS6x6xY 16 85/8 SA.E, A500B 3 4 L6x4x/8 0 4 aa5 A36 4 BAR/2xY2 0 4 ba4 A36 ONE—00LUMN~5C1ONE—COLUMN~51C2 2 3 � BOLTS 0 8 may w/N.&W. A325 12- Axl A325 BOLTS 12-�0xl� A325 BOLTS N APP OVER �,- VERI ICATI❑N 5 5 cu CUIRED t 2/2 2Y2 00 --� PL%x4x9 PLY4x5x5 PL-%x4x9 Ld ~pf2 pd2(CNTR) ~pf2 w CS i 00 , CD 2-Ls6x4x%x4(LLV) ONE-3/4 x8 f-- `D ! F-� x w/ 13/16X2 VERT. A325 BOLT CY)v i �: o� kD SLOTS IN HSS6 ~ma5 ! ' 1 3 (FINGER-TIGHT) - ! ..:� . 1 k cu ~a a 5 „i,. Mn 1 n V L5x5x F1 M= cu 3/sx5 L5x5xkD { ' Cu 0 `o ~aa4 !:.:. 3/8x53/4 `D 1 ' w 1y� 00 ' 0 cu o aa4 ,t 2 2 ! Cu - 8 ! o ! W I E l J _ J F E ! W 2 2 w W W ! o BARY2 BAR k I i �2 x x4 Xy2x4 I x/x4 ! C) - ~ba4 f i I ~ba4 ,I ~Xy2X4 ! ,- d- � ! :N b a 4 i ! _.. I Cu I\ \ f � 00 ! E B S i ( f 6I "I [. t:t tCPf3 � TIQkSHOP PAINT CID 00 ,I o X ,I i ,t ,t E ► A992 SSPC-SP2 1 Shp Ct Primer p, 0� H LFS (UN) 13 �� EIE U� e���: SHOP CONNS- REE. �S. x 2 2 E , /6 Bolted Wld/Blt J Lt') J ' J E �-, X ! ! I :1rREV.. DATEDESDRIPID�I B: ,PPE , Li w 2 2 w X 2 ! 2 'Y4 _ ' T BARY2 i BARY2 BARS ! BAR x CD E ! xY2x4 i xx4 xx4 ' x�x4 `D ! i 2 1 ~ba4 � � ~ba4 ~ba4 E ~ba4 = � !�: f 1 , I F ' FitzLord, Inc. C) i v - 1, o i C3 74 ! J 2 2 - ' u Ivan steel 74 F-- ! o (� F ! J t- M € a 650 E. 27th `t. w 3 ' I w W ! Jacksonville I. 32206 U 3 a E , ! E `oe JAX FEDERAL CREDIT UNION LOCATION Atlantic Beach, Florida Design Build Concepts DBC Architecture ONE-COLUMN"51C32-COLUMNS~5C4CRAB AGCOVERS Co SCALE 6-:Y40x1�4 A325 BOLTS WIND POSTS ALONG GRIDLINE "2" ,� . PWBUAzE 10-06 JOE NO. DOG. NO. CRMOBY DIE 06-098 D-5 i �`11 BILL OF MATERIAL TY PIECE LENGTH ASSEM. STEEL A P P R DESCRIPTION REMARKS �. VER TOTAL MARK FT IN MARK GRADE cv VERIFICATION 0j J REQUIRED J w W ONE 6C1 COLUMN ONE HSS5x5xY4 23 0Y± SA.E, A500B cu � 2-Ls6x4x3/8x4(LLV) ONE-%0x7 _ 3 x w/ 13/160x2 VERT, A325 BOLT Cu 2 Ls6x4x /8x4CLLV) GNE_�4Ox7 ONE PL%x4 0 9 pf2 A36 `r CO � � SLOTS IN HSSS ~ma6 N w/ /60x2 VERT, A325 BOLT 3 3 cu aa5 �-+ . �• SLOTS IN HSS5 ~ma6 ONE PL /8x4 0 6 pa6 A36 ~ (FINGER-TIGHT) 3 `-' �I ~aa5 (FINGER-TIGHT) 4 I I I BARY2xY2 0 4 ba4 A36 ................. ,_- 2 L6x4x 0 4 aa5 A36 G i ► i k , l o ! , I ONE 3/OBOLT 0 7 ma6 w/N,&W, A325 i `D I Cu 2 2 I ♦i Cu 2 i 2 CD r ' t Cu O ONE 6C2 COLUMN 2 2 w f --� ONE HSS5x5xY 23 0% S,1,E, A500B 2 E 2 w ! ! I ONE PL3 x4 0 9 f 2 � BARY2 I � BARY2 i i I I � P A36 x x4 BARY2 I ( I BARY2 1 - � � x�x4 � ! ! ~ba4 ~ba4 ; ; XY2x4 I xY2x4 ONE PL%x4 0 6 pa6 A36 ~ba4 I , t 4 BARY2xY2 0 4 ba4 A36 ! ! 2 L6x4x% 0 4 aa5 A36 I � a ; ONE 3/013OLT 0 7 ma6 w/N,&W, A325 I I t I i I O Li —i ISI Q 3 E { ! ♦ e-1 I I I r ' I i O i ♦ 1 , o + +, I 2 6C3 COLUMNS E , +1 ��- I k 5 E ' a E ONE HSS4x4xY 1 10 CD ! i i 4 � S.2.E. A500B � � S CD I i ♦� 00 cu I I ONE PLY2x6 0 10 pb6 A36 co co F r s I 2 2 ♦i 2Y2 ( i .i = 00 Cu X o� o� 07 Cu 2 2 i i ' I ' 2Y2 �. ' ' cu x , o, ♦UN x ONE 6C4 COLUMN Ln W I �4 x J J , f N E 1 1 � � � w W a ! I ONE HSS5x5xY 2 3 X 'Y4 ! 4 Y4 S,2,E, A500B C8x11,5 BARY2 ! x 0 E SUPPORT CO xY2x4 BARY2 i C8x11,5 I BARY2 c� ~ O j SUPPORT BARY2 I _ NIS ba4 I ! co �, ! d ! XY2x4 ONE PL�xS 0 5 pd2 A36 I xY2x4 F o ~ba4 = I F.S. xY2x4 I I i ~ba4 ! i L 3� E E ~ba4 �, ONE P x4 0 9 pf 2 A36 CO 00 ONE PL3/8x4 1 0 2 i P9 A36 J i PL3/8x4x9 3 t w ~p f 2 p PL/8x4x9 J ONE PL x N f2 I P w 2 8Y2 0 11 pc6 A36 M M 00 l"J f ! f 4'F , I ONE 6C5 ♦I t 00 ' i �� � I COLUMN US k , ♦rn m 3 ONE HSS5x5x e i �g c� ! � � Y4 2 31/4 S.2,E, A500B - i I I ONE PLYx5 0 5 d2 C:> ♦� P A36 ♦ IT! O — �� r I I CD 0 _117ONE PL%x4 0 9 pf2 A36 t X16 , ♦ J I— CD F— I 3 WZD L6 , 6 ❑NE PL%x4 1 0 pg2 A36 t. U z t ( I w W " + X16 ONE -V J _4U 3 , PLY2x8Y2 0 11 pc6 A36 I I ' I I ONE-COLUMN~61C1 ONE-COLUMN~6C2 WIND POST ALONG GRIDLINE 'A' 5-3/40X1 4 A325 BOLTS WIND POST ALONG GRIDLINE 01' 5-3,4 Oxl A325 BOLTS c� 5 5 00 5 _ in i � _ �- 2Y2 2�2 J d; 2Y2 2Y2 W 23/4 J PLY4x5x5 PL3/gx4x1'-0 PL3/gx4x9 PL34x5x5 7 W ~pd2(CNTR) ~pg2 pf2 w 4 PL3/sx4x1 0 PL3/ex4x9 ~ d2CCNTR) P ~P 9 2 ~p f 2 ��z i l� (UN SURFACE PREF z10N SHOP FAINT � _ A992 SSPC—SP2 1 Shp Ct Primer 1, CS 138 37'2 (1J _ r C`7 W C'S I t t.. t, 13 H FIELD CONKS. X I (1J (� ► c� u� r Y6 Bolted .Wld/Bit . NR? F— ! C'') C,7 (� ! ! _ e i � REV. DATE DESCRIPTION APPR. 3 PLY2x6x10 I F- I M M ~pb6(CNTR) U f .. I I M M u FOR ATE V I ' I ( \ / X " V_ M C1.1 �6 ( i (l1 X i �i 8 j ♦I 3/6 �_. x 0 i O V J F— /j�j i (�J , X i I I U r _ FitzLord, Inc. I lI7 I i 6 X16 X ; , 16 61", �x F- i x �f6 u I n steel w � w Y2x 8Y2x 11 �f6 ---i v� 650 E. 27thSt. 3 v W = U 3 ~pc6CCNTR) a J w ! PLYzx8Y2x11 I6 w = U 3 ; ~pc6(CNTR) Jacksonville, EI. 32206 c, 23/ 23 4 JAX FEDERAL CREDIT UNION 4 4 4 \ 2 3�4 � �4 4 q- LQCATIQN Atlantic Beach, Florida _ 2-COLUMNS~6C3ONE-COLUMN~61C4CONTRA=TOR Design Build Concepts ONE-COLUMN~6C5 �R���� DBC Architecture 8-T4�x2 A325 BOLTS 3-%0x13Y4 A325 BOLTS .. � COVERS cRANNG 3- 40x1% A325 SCALE a 4-��x2 A325 BOLTS 4-�4Ox2 A325 BOLTS - m ey. PWB DATE 10—0 6 JOS NO. UAG. N. CHLCD DAIS 06-098 D-6 T BILL OF MATERIAL TY. PIECE LENGTH ASSEM. STEEL N'u A P P P TOTAL MARK DESCRIPTION FT IN MARK REMARKS GRADE 5 5 5 5 5 5 C 1 0 \/ERIF-ICATION 2Y 2 00 1 REQUIRED 2 � 2/z 2Y221/2 2y2 ONE 7C1 COLUMN PL/4x5x5 PL3/8x4x9 PL3/8x4x9 —I PL3/x4x1'-0 PLYx5x5 PL3 x4x1'-0 -j 3 3 w ~pd2(CNTR) ~ f2 ~ f2 W s 4 /8 W PLY4x5x5 PL /8x4x9 PL/8x4x9 ONE HSS5x5x/4 2 3Y4 S,2.E, A500B I P p ~pg2 ~pd2(CNTR) ~p92 ~ o12CCNTR) f2 P P -p-P2 W - , _ _ ONE PL�4x5 0 5 pd2 A36 _ ,� � ` � ' W `�' i 1 M N i , I co �r o j 2 PL x 4 0 9 p f 2 A 3 6 00 U , _ ;i� c� ONE PL/2x8� 0 11 pc6 A36 I M x (� 3 u, W fU i d' ' a _ I i �I Y8 i Lr) o x ONE 7C2 COLUMN 00 Cu x B.S. i ; LTJ F– .� j i L5x5x o y a, �- M L5x5x x i 3 3 ❑NE HSSSxSx� 5 29/6 B.1.E,, S,1,E, A500B d' x �f6 ; �` - v 3 u7 i /8x5/4 a L5x5x � � � ! � �6 � _ � � /8x53/4 i 3/ � � - `, ~aa4 3 x i w 3f6 i ' ~aa4 16 cu �-- /8x53/4 i ❑NE PL�4x5 0 5 pd2 A36 ' i Y8 M ; �` = p4 i 8 ~a a 4 i /8 J W i ( PL/2x8�2x11 �fb `� v ; i 2 PL%x4 1 0 pg2 A36 w w = v 3 � ~pc6(CNTR) � 3 W ! E W ' 6 �L-- �r I ONE L5x5x/8 0 53/4 aa4 A36 3/4 A �I > i e 12 W 2 � w ; I 3/4 2 3/4 4 4 O as , PLY2x7x11 12 13� ONE 7C3 COLUMN ONE—COLUMN~7M ONE—COLUMNow7C2 ~pa7(CNTR) 4 4 ONE . HSS5x 5xY 11 75/6 BA.E,, SA.E, A500B 6-:40x13/4 A325 BOLTS 4-%0x19V4 A325 BOLTS ES ONE PLY4x5 0 5 pd2 A36 4-:Y4Ox2 A325 BOLTS 4 H(�L @ 3Y2 Ga, 2 PL%x4 0 9 pf2 A36 ONE PLY2x7 0 11 pal A36 ONE—COLUMN~71C3 2 L5x5x% 0 53/4 aa4 A36 W61 r2@12 9(6 2@12 6-�0xl� A325 BOLTS .... _. ..........-.....�..._-..m..._....._ .._._..__. �__.__,.__.w..caw_. ._._....,, -.,___...._......_. ..__-----...._---...-.. __. _..._._.__._ ..____ _..._-�-__.- ---_...... _..........__...._.._ ___.._..........m._am......___.......... N 7M1 MISC., BEA M cam. --w_-a.w aa,.. ..�.,�....,......,...,..,...................................... ............................_ , ...... -.. -.-..,,. --.. m...-_ ,.._.. ..........,_m - ..,,.,. r...... .....�.......m....,_,...M1....... .,�. ONE HSS 6 x 4 x 4 3 3 9 A500B 4 6 ONE PLY4x10 33 9 pb7 A36 oft I-so HSS6x4xY4x33'-9 w/PLYx10x33- -9Nplo7 10 2 7M2 MISC, BEAMS 2 HSS6x4xY4 19 7:Y4 PLAIN A500B ONE-MISC, BEAM~7M1 ONE 7D1 DIAG, BRACE ONE HSS5x5x/4 11 11/2 A500B ONE 7D2 DIAG, BRACE 63/4x3/4 THRU SLOT ON THRU SLOT ON 63/4x3/4 63/4x3/ THRU SLOT ❑N 3 3 4 THRU SLOT ❑N 6 /4x / ONE HSS5x5xY4 11 8A500B __.. . - - ...... _ __.. ............_........_.........__..._......... _._.,._.....-.a.-...._.....,...,.,,._....... G, BRACE- - - - - —_ - - - - N HSS 5 x 5 x 4 15 9 A500B 3 11'-8y2 3 15/-6 ONE 7D4 DIAG. BRACE HSS5x5xY4x11'-112 HSS5x5x15'-9 ONE HSS5x5x/4 15 8Y A500B x-10) �-7�4) Yx (17'-6) ONE-DIAG❑NAL BRACE~7D1 BRACE~7D3 6 3/4 X 3/4 THRU SLOT ❑N THRU SLOT❑T ❑N 6 3/x 3/ 3 3 ��z��il�� ���� ��� �e��� ��� – �� � i�� �. 4 4 6 /4x /4 THRU SLOT ❑N THRU SLOT ON 63/4x3/ A992 SSPC SP2 1 Shp Ct Primer HOLES (LJN) 1316 Bolted SHOE?cQNNs,Wld/B(t �_ PRIME RECORD REV. QATE DESCRIPTION BY APPR .aaaa.naaa.a-w —I m —waw..—.aaaawaae.———waw.ees.——waa.m m...ewma—.avaaaaaaa.—.s.eaawe-—aaauaaaaa-—vaavav---———macaw—Vaaww——.aanasaaaa•—aaava--— —a--m—.m me.mmw—-wea..—_.a.aae.w-—vaawa-... ------—w-m-—aaausaaaa..m macaw.—--- --- -�— — —..ewwa—wviaaoaw—_ermw—me-ma.e w.u.—au.aa.a awa.ww-a-aeaui.�...—+—•ww.n—wwwa.c m.caw-w a..wnma•a- NO,w�u.m.wnni.. FOR _............_.......... _....... .._.. __.._.. mATE 3 $ 3 15/-5Y4 FitzLord, Inc. (_.9%) HSS5x5xY4x11'-83/8 Y4) (_1,_2 ) HSS5x5xYx15'-8Y4 _ 7 < Yln steel 4� (1301-8 4) (17'-6) V01 .J0 E. 27th St. ONE-DIAGONAL BRACE~7D2ONE-DIAGONAL Jacksonville, I. 32206 BRACE~7D4 JAX FEDERAL CREDIT UNION Atlantic Beach, Florida Design Build Concepts ARCHIENG DBC Architecture CRA.' NG COVERS GALE QWG Hy. P W B DATE 10-06 JOB NO. MUG. N-0- CHK'D HY DATE 06-098 D-7 BILL OF MATERIAL 63/4X3/4 THRU SLOT ON THRU SLOT ON 6:Y4x3/4 63/4x3/4 THRU SLOT ON THRU SLOT ON 63/4x3/4 OTY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL TOTAL MARK FT IN MARK GRADE ....................."M_.................................':...................... .............. ............. ............................. ................. .... .......................... ........................ ...... G, BRACES -—-—-—-—-—-—----—-—-—-—-—-—-—-—- ............. ............ ............. . ...... ................ 2 HSS 5x5xY4 14 03/4 A 5 0 0 B 3 13'-93/4 3 14' 8 2 8D2 DIAL, BRACES 5 HSS5xxY4xl4/-03 (-7%) /4 HSS5x5xY4xl4'-4Y8 (_V-0Y4) 2 HSS5x5xY4 14 4Y8 ..A500B (1511-10) 2-DIAGONAL BRACES~8DI 2-DIAGONAL BRACES~8D2 ONE 8B1 BEAM ONE C8x11.5 33 9/2 A36 2 L4x4x% 0 5Y2 aa8 A36 1'-103/ 6 10% 11/_10:Y4 16'-10% 21'-103/4 26'-103/4 31'-103/4 7 L6x4x:YB 0 3 ab8 A36 2 Y2 3 1:Y4 1Y 11-3Y4 ICU Cu Cu Cu 01i IOU 6 8B2 BEAMS Cu L-ab8 I L-ab8 I L-ab8 L-ab8 L-ab8 L-ab8 ................... ................... ...................... C5x9 1 7 2 A36 T T .............. L-aa8 ONE 8B3 BEAM AS SHOWN L4x4x3/8 L6x4x3/8 0i 4/,q 1/-6y4 E E x5Y2-aa8 x3-ab8 ONE C8x11,5 19 6:Y4 A36 \ 2 Y4 C5x9 C5x9 C5x9 C5x9 C5x9 C5xg C5x9 -C5x9xl'-7Y2 3 L6x3�.4x 0 3 ab8 A36 - 1 - / W6 # 'l 334 W6 V-1 ASECTION @ `A` 6-BEAMS~8B2 ONE '8B4 BEAM OPP. HAND (+V-2%) C8xll,5x33- -9Y2 (+V-2%) ONE C8x11,5 19 63/4 A36 (31"-4) 3 L6x4x% 0 3 ab8 A36 ONE-BEAM~8M 4-:Y40xl:Y4 A325 BOLTS ONE 8B5 BEAM AS SHOWN 14-340x2 A325 BOLTS ONE CSx9 18 1134 A36 3 L6x4x% 0 3 ab8 A36 71-5Y4 12'-9Y4 18/_1y4_ ONE 8B6 BEAM OPP. HAND A f I I 3 1'74 ONE C5x9 18 11Y4 A36 01i Cu L-ab8 L-ab8 3 L6x4x% 0 3 ab8 A36 Cu IOU .......... ................... ........................ ........... ............ ........... CIO .......... ......... ..... ........... ............ 3 8B7 BEAMS AS SHOWN L 0i L6x4x% 3 3 C5x9 18 11Y4 A36 .. ......... x3-aloe E E C5x9 C5x9 C5x9 26 19##-5Y4 11/4 2 8B8 BEAMS OPP, HAND 0- Ion ( 7' 2 C5x9 18 11Y4 A36 (+6"-5Y4) an C8x11,5x19'-63/4 (+6,1-5Y4) C5x9xl8'-llY4 (-6) (1311-0) ONE-BEAM~8B3-A,S, 3-BEAMS~8B7-A,S, SNE-BEAM~8B4-O.H, 2-BEAMS~8B8-D,H, 12-%Ox2 A325 BOLTS 7/-5Y4 12'-9Y4 18/_1Y4 MAIERIAL (UN) SUREACE EREERA110bi SHIGE FAINT 3 A992 SSPC-SP2 1 Shp Ct Primer 0jcu cU H -OLE S (UN) 0 FIELD CONNS. UM3 ICU If :Y16# . Bolted I 5HQPcQNN6,W[o1/B[tREE. 8. 1 L-cxloB L-cx1o8 I L-ab8 I PRINT REGURU REV, DATE DESCRIPTION HY APPR. ............... ATF . ........ ... .............. .......... ......... L6x4x3/8 3 E x3-ab8 Cu C5x9 C5x9 C5x9 T_ W6 Fitz-1 ord, Inc. 1 Y4 ulcan steel 650 E. 27th St. (+6**-5Y4) C5x9xl8,'-llY4 Jacksonville, I. 32206 (1311-0) JAX FEDERAL CREDIT UNION Atlantic Beach, Florida ONE_BEAM~8B5-A,S, Design Build Concepts ARCINENG DBC Architecture ❑NE-BEAM~8B6-❑,H, ORMUNG COVERS 12-2/40x2 A325 BOLTS SCALE DwGey, P W B _DATE 10-06 JOB NO. WIG. No, CHWO HY DAIE 06-098 D-8 BILL OF MATERIAL TY. PIECE DESCRIPTION LENGTH ASSEM, REMARKS STEEL TOT L MARK FT IN MARK GRADE wL4x4xY4x30'-2%—ac9 APPROVER 5 12'-0 1'-0 0-1 � VERIFI ATI❑NCi 3 2 9B1 BEAMS j REQUIRED o CUT 6Y2x3 2—Ls4x4x/8 x832 ad9 2 W16x26 30 23/4 J J G.❑,L=25/8; 5Y2c-c L W 3-3/4Ox2Y4~ma9 4 L4x4x3/8 0 11Y2 aa9 A36 Mil 4 L4x4x3/8 0 11Y2 a169 A36 M M M 2 L4x4xY4 30 23/4 ac9 A36 M M �6 3@12 M �''� 3@12 M 8 3/40BOLTS 0 2A mag w/N&W A325 2-Ls4x4x% 2-Ls4x4x%' 2-Ls4x4x% x1132~aa9 x1132~ab9 x1132~aa9 ❑'L 2r� G,❑.L=25/8; 532c-c G, 5 ; 5Y2c-c G,❑.L=2 /8; 5 c-c 2 9B2 BEAMS 4-3/4x234~mag Y2 W6 "A• 30'-013/6 232 SECTION @ "A" Y2 'X6 11'-89/6 5Y2 12'-85/8 2�2 2 W16x26 12 105/8 4 L4x4x3/8 0 111/2 aa9 A36 12'-115/8 (W16x26x12'-105/8) 4 L4x4x3/8 0 8Y2 ad9 A36 30'-31316 CW16x26x30'-23/4) c_6�6) c-�f6, -4) C13'-0) 6 3/40B❑LTS 0 2/4 mag w/N&W A325 (31 2—BEAMS~9B1 2—BEAMS~9B2 8-%Oxl% A325 BOLTS 2 9B3 BEAMS 2 W16x26 12 1038 4 L4x4x3/8 0 1132 a10 A36 4 L4x4x3/8 0 8Y2 a619 A36 Li w 2 PL%x4 0 6 pa9 A36 H Q Q 23/4 x13/8 CUT, T&B CUT T&B 1Y8x 23/4 14 3/44�B❑LTS 0 23'4 mag w/N&W A325 > 2Y2 13/60x2 SLOTS IN WEB 13/60x2 SLOTS IN WEB > Ila J J up I - ❑NE 9B4 BEAM M M M ❑NE W16x26 31 23/4 M M M M M M M 2 L4x4x% 0 1132 aa9 A36 M M M 2-Ls4x4x3/8 2-Ls4x4x3/s 3/8 2-L_s4x4x 2 L4x4x3/8 0 1132 a109 A36 2-Ls4x4x x 3/8 8Y2~ad9 x1132~aa9 x1132~ab9 4 3/40BOLTS 0 234 mag w/N&W A325 x11Y2~ab9 PL%x4x6 G.❑.L=25/8, SY2c-c G,❑.L=2%; 5,2c-c G.❑.L=25/e; 5Y2c-c G.❑.L=25�; 532c-c ~pc9(CNTR) 3-%0x2Y~mag 4-3/Ox2Y4~mag 4-3/4Ox234~mag 13/4 6 CUT 23/4 x 33/4 Y2 _j 31'-013'6 232 9B5 BEAM �6 �f6 ONE W6 ONE W18x46 35 9 3/4 10'-6y16 12'-83/8 232 � 31'-31Y16 (W16x26x31 -23/4) 2 W12x19 1 0 m109 (31'-4) 2 L4x3x3/8 0 8Y2 of 9 A36 12'-115 CW16x26x12'-10Y) ONE—BEAM~9B44 PL%x213/6 1 4% pb9 A36 /s 8 (13'-0) 2 PL3/8x6 0 6 pc9 A36 2 PL3/8x4 1 6 pd9 A36 2—BEAMS~9B3 3 3/40B❑LTS 0 24 mag w/N&W A325 2'-6 31'-4 2'-3 o IvU� 2'--29/6 3/6 33'-69/6 3/6 4 Y4 PL%x21:&x1'-45/8 PL%x21316x1'-45A r ~ b9 CN.S,&F,S.) b9 (N.S.&F.S.) P p M M M (") MAIERIAL (UN) SUREAGE PREPRAI10N SH.OE MN M 6 6 6 6 M A992 SSPC-SP2 1 Shp Ct Primer HOLES (UN)c� 13 6//o FIELD C NNs. Bolted sHQP-cQNN .W l d/B l t REE. DAU5. PL3/$x6x6 (u (u PL%x6x6 2-Ls4x3x% EIRINI RECORD REV. VAIE ®ESCRIETION BY- PPR. ~pc9(CNTR) ~pc9CCNTR) x8Y2~af9 G.❑.L=116; 4c-c W12x19xl'-0 W12xl9x1'-0 M 3-�4Ox2Y4~mag N M ~m1o9(CNTR) ~mb9(CNTR) 3 1:Y4 M CUT 2 /4 x 6 Y4 i Y4M% Y4 r r o go #C#C PL%x4x1'-6 M I �4 ~pd9(CNTR) , u lean steel �4 650 E. 27th St. 1'-23'4 93/4 53'2 33'-4 532 93/8 35'-7316 232 "B" SECTIaN @ "C" � fl�� Fl. SECTI❑N @ 32206 ' JAX FEDERAL CREDIT UNI❑N Atlantic Beach, Florida (-3Y4) 35 -99/6 (W18x46x35'-9) Design Build Concepts (36'-1) ARC ENG DBC Architecture GRAVW Nr,CMIERS ONE—BEAM~9B5SCALE uwG jq_j. PWB DATE 10-06 JOB NO, N . H .DF.Y. DATE 06-098 D-9 BILL OF MATERIAL TY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL TOTAL MARK FT IN MAK GRADE L3x3xY4x32'-2Naa10 CUT 41/4 x4 v� ONE 10B1 BEAM M Li 21/4 51/2 31/-6Y4 5Y2 APPROVE 3 ry 1Y8 4 /64x2 SLOTS IN WEB 2 Ls4x4x /e ONE W16x26 32 2 Q x8Nad9 �, r - VERIFICATION > _ s , aa10 A G.O,L-2/8, 5Y2c-c ONE L3x3xY4 32 2 A36 � REQUIRED.J I R IIS w 3-3/49X2/4~mag w _._._.................................__ ......................................................___.............._.._. ._._____._._- _.__-_____..____...___......................._..........-_............_.....____..___._____ _ __ ONE 10B2 BEAM � Lnn Lno uno M M M ❑NE W16x26 17 1Y4c� c� I J, M X16 3@12 co C'7 2 L4x4x3/g 0 8Y2 ad9 A36 �6 3@12 3/ 3 BOLTS 0 2/4 mag w/N&W A325 Ga,=23/4 Ga.=23/4 11/2 7 31'-51/2 7 r r 1 4 2'-1y2 7 16'-11/V2 21/2 ONE 10B3 BEAM SECTION @ A ONE W12x14 10 3Y2 ONE L3x3xY4 10 3Y2 ab10 A36 <+5) W16x26x32'-2 C+5) c+3Y4) 17'-2 (W16x26x17'-1Y4) (31'-4) C16'-116) . ONE 1OB4 BEAM ONE-BEAM~10M ONE-BEAM~10B2 ONE W12x19 11 10 12-340x1 4 A325 BOLTS 6-40x04' A325 BOLTS ONE 10B5 BEAM ONE W12x14 13 87/8 ONE L3x3x/4 13 53/8 ac10 A36 L3x3x1/4x10'-3Y2-ab10 2 L4x4x3/e 0 5/2 ad10 A36 2 :Y40BOLTS 0 2Y4 mag w/N&W A325 11 6 10'-1156 APPROVER 3 c� Q VERIFICATION cu ONE 10B6 BEAM > rBr �� REQUIRED ONE W16x36 25 0 W w 3 c� cv 2 L4x4x/e 0 8Y2 af10 A36 2 PL3/8x3% 1 2% pa10 A36 3 3/0BOLTS 0 2Y4 mag w/N&W A325 6 3@12 W6 3@12 19/6 10'-1136 r r 13/4 11'-8 3/ W12x14x10'-3�2 W12x19x11'-101/2 (-3y4) - Y2 (-334) (-3Y4) (10'-10) (12'-5) ONE-BEAM~10B3 ONE-BEAM~10B4 X Y4 i APPROVER � .. u VERIFICATION J� PAS REQUIRED L3x3xY4x13'-53/8-ac10 201-2 LLJ 3Y2 x 33/4 CUT 13'-75/ APPROVER Cu 16 3 �, 11 0 5 0 .40 VERIFICATION J SECTION @ "Df "C, REQUIRED w D# W [�ATERIAI- (LIN) �UREACE EREP- IIGN HOP PAINT A 9 9 2 SSPC-SP2 1 Shp Ct Primer Cu HOLES �l.�t�� 1'/16"0 FIELD COI�1NS �I��I�Id���J REE. QVVG r� ,, c� Bolted Wld/Bl-t Ln ERINI f�ECURIJ REV. DATE DESCRIPTION ` ,APPR. A M 3@12 2-Ls4x4x3/8 DATE 3 i 6 x8y2-Qf10 2-Ls4x4x/8 �6 3@12 G,O,L=29/i6j 53�2c-c 3 3 x53Nad10 3-3/�x2��ma9 CUT 34x1 PLx3/8 PL3/8x3/s G.O,L=2%; 532c-c 4 4 x1'-27/8 x1'-23/8 2-3/4Ox23�4-ma9 13�6�x2 SLOTS IN WEB r rN N 3 SEC TION @ C �2 2 pa10 F.S. pa10 F.S. 19"-10Y2_ 5Y2 24/-10Y4 1 /4 FitzLord, Inc. u l n steel 3/4 13/4 13'-73/6 2Y2 10'-11 6 15'-11Y16 v 650 E. 27th St. Jacksonville, l. 32206 JJAX FEDERAL CREDIT UNION 13'-95/8 (W12x14x13'-8�/8) <_33,4� �_�,� 25`-0�z (W16x36x25'-0) (-3Y4) LATIOFJ Atlantic Beach, Florida C25'-4) CONT.Mr-TOR Design Build Concepts —BEAM~10B5ARCHiENG DBC Architecture ENE GRAWf:JCOVERS . SICA LE4-340x2 A325 BOLTS Dvw:,By. PWB DATE 10-06 JOB NO. No. CHK,QBY DIE 06-098 D-10 BILL OF MATERIAL TY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL L3x3x�4x13'-2�6Naa11 TOTAL MAK FT IN MAK IGRADE - l w ❑NE 11B1 BEAM CD VY16 13'-0'/6 APPROVER 33/4 J ONE W12x22 13 2Y VERIFICATION Cu �,� ewu > &A# ._. � f ONE L3x3xY 13 2Y16 aa11 A36 _j REQUIRE7 w rzodz '� 00 w ONE PL x9 1 9 all Li � r� �s Y2 P A36 (� cu ONE 11B2 BEAM W6 3@12 ,� ti - /'f �\ ONE W14x26 21 3Yz �6 3@12 � � �, .,� SNE PLSi�x9Y4 2 7 pb11 A36 In CTN 11 196 PLx9 13'-05/6 . 13/ " o� 21'_13 INN „SECTION @ A 4 PL%x9y4 /4 1h6O xl'-9� 4 �- ONE 11B3 BEAM 16s� x2 -7 / -pall pall 13 13 ^, U7 CCNTR) 5 /6 4 /6 pb11 5 5 ONE W14x22 24 7i6 r) (CNTR) 11 /6 11 /6 ONE PL%x93/ 2 9 pc11 A36 9(6 11 1 X16 1'-3Y2 1'-31/2 6 PL/4x9 1 13/6 po111 A36 9(6 _01 ❑NE PLY x13 24 79/6 Pf 11 A36 6/_�15/16 6136 638 7 5 5 9 81'6 11 /6 11 /6 ONE 11B4 BEAM 6'-73/4 6'-656 10'-73/4 10'-73/4 ONE W14x26 19 10 2 L4x4x3/8 0 8/z af10 A36 W12x22x13'-2%6 W14x26x21'-31/2 C-334) <-33a) C-4�4) C-334) ONE PL x95/ 2 3Y P911 A36 6 (21"-10) 3 3/40B❑LTS 0 2Y4 mag w/N&W A325 ONE—BEAM~11M ONE—BEAM~11B2 2-�4Ox6Y4 A307 BOLTS 2-%40x6Y4 A307 BOLTS 2'-35/8 6'-35/8 10'-35/8 14'-35/8 18'-35/s 22'-35/2 Lu H r-1 Q 111 24'-6 r > 16 3 10 _j "'B” PLY4x13 J w x24'-79x(6 w 0i Npf 11 m X12 ("� W6 C� oo Q6 �F (� f,, 6 3@12 6-PLYx9 2-Ls4x4x% 3f6 3@12 4 .--, XV-17A6 x832~af 10 pd11 G,❑,L=29/6; 5Y2c-c Ln 19 I 3-3/40x24 /6 24/-5% o� 00 �2 8 PL�sx9% 19'-834 PL x94 1� N x2 -3Y2 / 13 60 x2'-9 Ln SECTION @ B Npgll In Npcll 1 -05/8 117/6 1X6 (CNTR) 85/s 85/s (CNTR) 2�2 X 1/-5 1 -4 W6 1'-13/4 1'-13/4 3'4 916 111-21W16 1/_01:Y16 1113/6 9/-21y1 6 9 9/16 9 9/16 12'-33/4 12'-313/6 10'-03/4 9 -93/4 W14x22x24'-79/6 19'-101/2 CW14x26xl9'-10) C-33/4) C-33/4) C—�4� C'-33�4) MAIERIAL (UN) SUREACE PREP ION SHOP PAJNT (20'-2) A992 SSPC-SP2 1 Shp Ct Primer H.01,.E6 (�� � 13�6��0 FIELD CONN . B o l t e d �Qe CQNN .W l d/B l t REE. _ ONE—BEAM~11B3 ❑N E-�-B E A M~11 B 4 (LIN)PRINT REGUEM REV. GINE DESCRIPTION BY EPI-R. 2-2/40x6Y4 A307 BOLTS 2-2/40x6Y4 A307 BOLTS NO. FOR DATE FitzLord, . ..Vu Ivan steel 650 E. 27th ;St. Jacksonville, EI. 32206 Joe JAX FEDERAL CREDIT UNION Atlantic Beach, Florida COWROR Design Build Concepts ARCWENG DBC Architecture DRAVY,NG COYERS SCALE uwG Lay. PWB DATE 10-06 JOB NO, (11AC. No: CHIVD BY DAIS 06-098 D-11 BILL OF MATERIAL 20'-111/2 51/2 35'-09/6 5%2 TY. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL TOTAL MARK FT IN MARK GRADE w 2-Ls4x4x% ry 3 9(6 3@12 x81/2^'ad9 Q 3 2Y8 20 11 /$ 1/2 35 0 /6 �2 ONE 12B1 BEAM �6 3@12 10 co 6.0,L=2%; 5Y2c-c J - PLYx10x34'-11 PL- --� 3-3/4Ox2/4Nma9 ONE W18x60 36 5& w CUT 33/4x4 •A# Npa12CD.S. F.S.) FB# I pall � w CUT 3x1Y4 2 L4x4x% 0 11Y2 aa12 A36 kti f'i EI !I It , t U. , N k ❑NE PLY4x10 34 11 pa12 A36 Lnn 5" 4[ l c� �i6 � 8 PLY x8 1 5Y b12 A36 (� �; � it �r �: i, 6 M 4 2 ft li f l II ONE PL%x6Y2 1 0 pc12 A36 17t c H �3 r� F PL%x33 8-PL3�4x8 xi 0 ❑NE PL%x3Yz 1 0 pd1Z A36 F F .. E 2-Ls4x4x �� `" `` , N _ I �E, x1 -5� �pd12 3 � 3 x113 aa12 Ga,-332 ;� PL%x6Y2 ~pb12 1 /4 3 -11 4 /40B❑LTS 0 232 ma12 w/N&W A325 G,❑.L=2Y2; 5Y2c-c x1 0 6 6 4-�0x2Y2-ma12 ~pc12 W6 W6 3/4 13/4 7 -21/8 11 -2Y8 15'-21/8 19'-2Y8 23'-2Y8 27'-21/8 31'-2Y8 '' • ONE 12B2 BEAM _r SECTION @ A PLN 4'-1Y2 (W12x14x4'-1) C12 �-34� �-�4� i 7 p C4'-5) ONE W18x35 35 /8 10 21/2 13i6Ox2 SLOTS IN WEB 34'-11YI6 g 2 L4x4x% 0 111/2 ab12 A36 SECTION . @ "B" ONE-BEAM~12B4 ONE PL�4x10 28 11 pf 12 A36 36 -6Y16 (W18x60x36'-55/6) (+1,_23,4) 7 PL1/4x8 1 51/4 p912 A36 (35'-4,V,6) 4 3/40B❑LTS 0 2/4 mag w/N&W A325 ONE-BEAM~12M 12-3/4Ox2 A325 BOLTS ONE 12B3 BEAM ONE W16x40 31 013/16 2 L4x4x3/8 0 81/2 of 10 A36 ~ I 2-Ls4x4x3/8 ONE PL1/4x10 10 9 ph12 A36 S 9 9(6 3@12 x8Y2Nad9 3 Q 3/-2Y8 31/-2Y4 51/2 35'-9 /6 1 /6 10 3 /40B❑LTS 0 21/4 mag w/N&W A325 > 3f6 3@12 G.❑.L=2%, S�2c_c '~ PLY x10x28'-11 PL~ —I 3-�4Ox2�4~mag w CUT 33/4x4Y4 Cr ~p-F12(❑.S. NS ) '� f 12 w p ONE 12B4 BEAM M M ONE W12x14 4 1 M M M W6 M 2 L4x4x% 0 81Y2 ad9 A36 co 3 3/40B❑LTS 0 234 mag w/N&W A325 _ ! 7-PLY4x8 CUT 3vx13/ �2 4 2 Ls4x4x3r� x1'-534 x11 -ab12 - Np912 3 ONE 12B5 BEAM G.❑.L-2/6, 5Y2c c 1% 14 11Y2 4-3�4'Ox2Y4-ma9 ❑NE W14x26 15 11/2 3/ 13/4 7'-2Y8 11'-21/8 15'-21/8 19'-21� 23'-21/8 27'-21/g 31'-2Y8 5Y2 35`-9Y8 13/4 ,� SECTION @ C 2 L4x4x3/8 0 832 ad9 A36 C-3�) 15'-2 CW14x26x15'-1�2> (_ 3 �4) 3 /40B❑LTS 0 21/4 mag w/N&W A325 21/2 41'60x2 SLOTS IN WEB (15'-6) ONE—BEAM~12B5 (_y) 35'-115/2 (W18x35x35'-10 /8) c-3Y4) (36'-31/8) ONE—BEAM~12B2 6-3/40x2 A325 BOLTS w ry H Q 19'-5116 8 30'-111/4 19/6 9(6 3@12 63/4 � 3(63@12 PLYx10x10'-9 , N oo PL- CUT 33/4x43V4 Ga,=3Y2 ~phl2(0.S. F,S,) D ph12 cu N r LO MATERIAL (UN) SU13EACE 121RE2RAIIQN SHOP PAINT A992 SSPC-SP2 1 Shp Ct Primer M HOLES (LII ) 13 a FIEI,,,D CON��. I��QE I�I�t�[� . REE. S3. M /6 0 Bolted Wld/Blt ERINI REGQRU REV. QATE DESCRIPTION BY APP.R. 2-Ls4x4x3/8 x8 -af 10 . DATE G.❑.L=2%6; 5YLoc-c 3-�4OX2�4"'ma9 3/4 13/4 19'-6yi6 Y 30'-111/ 13/ SECTION @ Mf FitzLord,2 16 4 in . ulcan steel 2Y2 1W160X2 SLOTS IN WEB 19'-63/6 5�2 650 E. 27th St. Jacksonville, I. 32206 "JulaJAX FEDERAL_ CREDIT UNI❑N 31'-1 /6 (W16x40x31'-013/j6) (-334) LOCATION Atlantic Beach, Florida (31'-516) CONTRACTOR Design Build Concepts ARCHIE G DBC Architecture ONE-DEAM~12B3 GRAWNU CC]V€R4 ISCALE 6-3/4Ox2 A325 BOLTS 3 o�Ian. , PWB QATE 10-06 JOB Q�. No. 4_/4Ox2,4 BOLTS 06-098 D-12 CHW�BY [�ATE BILL OF MATERIAL CD o T�. PIECE DESCRIPTION LENGTH ASSEM. REMARKS STEEL TOTAL MARK FT IN MARK GRADE co 00 J —i w W ONE 13B1 BEAM MM ONE W12x14 2 6 M M M M M 2 13B2 BEAMS 2 W12x14 4 5Y2 13/4 2/-4Y4 13/4 13/4 4'-3:Y4 13/4 ONE 13B3 BEAM ONE W12x14 6 5Y2 (-3Y4) W12x14x2'-6 (-33Y4) (-3Y4) W12x14x4 -5Y2 c-3Y) 4 (5'-0) ONE 13B4 BEAM ONE—BEAMowl3M2—BEAMS~13B2 ONE C8x11,5 4 03/4 AS SHOWN A36 C 00 ONE 13B5 BEAM I J y� 00 ONE C8x11.5 4 03/4 OPP, HAND A36 w � W w � ONE 13B6 BEAM M ONE C8x11,5 18 2 A36 M co M M M12 L4x4x3/9 0 5Y2 aa13 A36 3102 2Y4 ONE 13B7 BEAM '- 13/4 6'-33/4 13/4 ONE C8x11,5 17 11Y2 A36 ONE L4x4x3/8 0 5Y2 aa13 A36 (-3Y4) W12x14x6'-532 (-3Y) C+1) C8x11,5x4'-03/ (7'-0) (4'-0) (-Y4) 4 13B8 BEAM 4 HSS5x5xY4 13 1 S,2.E, A500B ONE—BEAM~13B3 ONE—BEAM~13B4—A.S, 8 PLY2x5Y2 1 3 pa13 A36 ONE—BEAM~1 3B5—O.H. W 00 00 2 13B9 BEAM oN cu L4x4x3 � 2 HSS5x5xY4 3 9 S,2,E, A500D J � /a L4x4x3/$ J -�A` L4x4x% w aJ x5YP~aa13 x53 -aa13 cu w cu x5Y2Maa13 Cu 2 PLY2x5Y2 1 3 pa13 A36 G,O,L=2Y2,, F,S, G,O,L=2/V2, F.S. G,O,L=2Y2, F.S. M M M (,r) 2Y46 17'-113/4 2Y4 2Y4 17 -9Y4 2� �6 C3(64 W6 (+4�4) C8x11,5x18'-2 <+4�-2Y4) c+3'-11 4) C8x11�5x17'-11Y2 (+4%) (13'-7) (13'-7) ONE—BEAM~13B6ONE—BEAM~13B7 4—%Ox13/4 A325 BOLTS 2--3/40X13Y4 A325 BOLTS H 00 Q T PLY2x531�x1'-3 PLY2x5Y2x1'-3 PLY2x5Y2x1'-3 MAIERIAL (UN) UREACEPREP TION SHOP PINT i Pa13CCNTR) LJ A992 SSPC-SP2 1 S hp Ct Primer w � -pa13CCNTR) LO ~p a 13(C N T R) HOLES (UN) 13 FIELD CONN . Bolted GH-QP cQNN . REE. WIGS./6 Wld/Blt __.._... ................................ _._ ......... .....__..........__...... _._. _..._ ......................................:............................:......._.._......................_..._. _ ___................._..._.._.._.._:-.._....................._..............._......_........................... ERINI REGURD REV. DATE DESCRIPTION 9Y APPR. _.,.m..,......m....�_. .__.....__._ M_,__.._....._m..__...._..w.........,,......,..._.._._._..._......__........... DTE IIIIIM FitzLord, Inc. W6 %6 u l n steel V 650 E. 27th St. 13'-2 cHSSsx5xY4x13'-1) - S,2,E, Jacksonville, FI. 32206 <_z�) � 3'-9Y2 CHSSSx5xY4x3'-9) - S.2.E, (-o) (13'-7) (41_0) � JAX FEDERAL CREDIT UNION LUCATIOtA Atlantic Beach, Florida 4—BEAMS~13BB 2—IBEAMS~13B9 CQNTRACT.QR Design Build Concepts 9 p ARGHMNG. DBC Architecture CRAINNG COVERS SCALE DwGey, PWBDI 10-06 JOB NOUAU. NO. HIVQB IE 06-098 D-13 BILL OF MATERIAL 00 TY. PIECE LENGTH ASSEM. STEEL .11 ITO MACK. DESCRIPTION FT IN MARK REMARKS GRADE C:) w..4 0i _j PLY2x5Y2x1'-3 PLY2x5Y2x1'-3 PLY2x6Y2x1'-6 PLY2x6Y2x1'-6 LA U-) -pa13(CNTR) -pa13(CNTR) w Ln -pIo13(CNTR) -pb13(CNTR) 4B1 BEAM .......... .............. ............. ........ ................................................ .......... .... .... ...... ...... ........ 2 HSS5x5xY4 4 6 S.2.E. ASOOB .............................. 4 PLY2x5Y2 1 3 pa13 A 3 6 ..................... ................................................................ 1.................................... LO u ONE 14B2 BEAM ONE HSS8x60e 17 11 SZE. A500B W67 2 PLY2x6Y2 1 6 pIo13 A36 W6 4'-7 (HSS5x5xY4x4'-6) S.2.E. (-3) 18'-0 (HSS8x6AE3x17"-11) S.2.E. (-3) ONE 14B3 BEAM (5"-0) (18/-6) ONE HSS8x6xY4 2 4Y2 S.2.E. A500B 2-BEAMS~14B1 ❑NE-BEAM~14B2 2 PLY2x6Y2 1 6 plo13 A36 ONE 14B4 BEAM 00 00 ONE HSS8x6xY4 2 45/16 S.2.E. A500B _j PLY2x6Y2xl'-6 PLY2x6Y2xl'-6 W PLY2x6Y2xl'-6 ONE PLY2x6Y2 1 6 pIo13 A36 Li -pb13(CNTR) -PIo13(CNTR) Ln -pIo13(CNTR) I . ONE 14B5 BEAM ONE HSS14x6xY4 23 11Y2 A500B ............ ....... LO ONE 14B8 BEAM ONE W21x50 . 22 2Y2 66 W ONE L3x3xY4 22 2Y2 aa14 A36 W7 6 PLY4x 8 1 8Y4 pc13 A36 (-232) 2'-5Y2 (HSSBxGxY4x2 -4Y2) S.2.E. son <-3) (-3) an 2'-413/16 (HSS8x6xY4x2 -45/16) S.2,E. ONE PL x10 22 2 poll A36 (2,,-e) LINE-BEAM~14B3 ONE-BEAMN14B4 APPREIVER ONE 14B9 BEAM VERIFICATION Y2 W6 3@12 RFOUIRED ONE W12x19 12 4 7 w �f6 V3@12 13 EDGE ANGLE NOT SHOWN FOR CLARITY /_1 < /4 2/-44/8 53/2 22 11112 410 PLAIN MATERIAL > - I- NN- __j PL.XxlOx221-236 , L3x3xY4 PL- ONE 14B6 BEAM W -pd14 (O.S. F.S.) A# 3A x22'-2Y2 pd14 ....................... ........... ........................ ................................ 11 ONE HSS8x6x ,,, 22 4 S.2.E. A500B aa14 Lun iP 9(6 1B W6 4 14B7 BEAM W6 3@ 12 ............... 4 HSS5x5x 20 0 FIELD-CUT A500B Owl (Y) W6 3@12 Cow 0 H 6-PLY4x8 2 Y2 3Y4 X1'-8Y4 -pcl4 IsmHSS14x6xY4x23'-11Y2 11-1Y8 131_1Y8 17/_1Y8 21'-1Y8 SECTION @ #A# (2411-1) ❑NE-BEAM~14B5 1Y2 2/-4Y8 5Y2 22'-O3/4 1:Y4 MATERIAL (UN) SUREACE PREERATION SHOP PAINT A992 SSPC-SP2 1 Shp Ct Primer LLJ (-43/4) W2lx50x22 -2Y2 (-319(6) HOLES (UN) 13/6#0 FIELD CONNs' Bolted 5HQPcQNN5-W(d/B(t1 REE. UMS. RGU (22 11Y16) 'RINI ERU REV. QATE DESCRIPTION BY APPR. (Y) NOFOR DATE ONE-BEAM~14B8 � 10—X'0x2 A325 BOLTS 12/_23 its L I ord, inc. Vulcan steel 650 E. 27th St. (-3Y4) W12xl9xl2'-4Y2 _ I (-3Y4) Jacksonville, Fl. 32206 (1211-11) LQ1 Q Aff 10 N JA FEDERAL CREDIT UNION Atlantic Beach, Florida ❑NE-BEAM~14B9f Design Build Concepts ARCHIENG DBC Architecture E:RA!fIWNG COVERS 19SCALE owG ey. PWB DATE 10--06 JOE NO, ILMI NO, CHWO HY- 11AIE 06-098 D-14 BILL OF MATERIAL TY. PIECE LENGTH ASSEM. STEEL � W TOTAL MAK DESCRIPTION F IN MAK REMARKS RADE ' � H ry e- Q > ONE 15B1 BEAM J w W ONE W12x19 10 732 M M M M M 2 15B2 BEAMS 2 W14x26 18 0Y2 13/4 10'-53/43 3 ❑NE 15B3 BEAM 1 /4 17.'-101/4 ONE W21x83 44 5 2 L4x4x�8 1 2/2 aa15 A36 lowW12x19x10'-71/2 C_3Y4) C-334) W14x26x18'-0Y2 3 (-3Y4) oil C-3'Y4) 5 Y40BOLTS 0 2Y2 moL12 A36 C11'-2) (18'-7) ONE-BEAM~15Bl 2-BEAMS~15D2 ONE 15B4 BEAM ONE W16x31 23 632 ONE 15B5 BEAM AS NOTED tet- J � 19'-65/6 8 32'-55/6 8 43'-75/6 g °° ONE W18x35 36 0% we MIN ONE L3x3xY4 35 103/ ab15 A36 - J J W W Ga. 5m M M M M M M ONE 15B6 BEAM AS NOTED M ONE W18x35 36 M 0 M M M � M M M M M co M ONE L3x3xY 35 103/ alo15 A36 M 2-Ls4x4x3/8 x1'-23�-aa15 ONE 15B7 BEAM AS NOTED G,O,L=2/2; 532c-c CUT 3Y4x4,;6 Ga.=532 13/ 5-3/4S�x23�Nma12 4 23'-43/4 ONE W14x22 18 09/ 16 Y2 2 15'-2916 51/2 40'-11516 8 ONE L3x3xY 18 0916 ac15 A36 c-334) W 16 x 31 x 2 3'-6 Y2 (-3Y4) (24 -1) ONE 115BB BEAM AS NOTED 21/2 19'-7916 5�z �. 43'-8916 5Y2 ONE-BEAM~15B4 ONE W14x22 18 0916 ONE L3x3xY4 18 09/6 ac15 A36 44'-532 "(W21x83x44'-5) (+513f6) L3x3x x18' 9 4 -016-ac15 . (44'-0) � W ry 11Y16 FOR 15B5 FOR 15B6 17'-11 1916 3 15B5 PARAPET BEAMS ONE-BEAM~15B3 Q .00 _ > r r � ��� L r r • 1 22 3Y4Ox2 A325 BOLTS B }*�g�j 3 HSS5x5xY4 30 0 FIELD-CUT A500B 12-4/4Ox2Y2 A325 BOLTS J Lj f 01i 10 15A1 MOMENT CONNECTION ANGLES 3 - M 10 L5x5x3/8 0 3/4 A36 L3x3x1/4x35 10 / ab15 M MIN M w Q 1%8 13/s FOR 15B5 FOR 15B6 35'-105/$ � rAr I#A# —j cu N 1916 1711-10�/g 11 16 W � Cu M M (-33,4) W14x22x18'-0916 (_33,4) M M M co C18'-736) ONE-BEAM~15B7-AS N MAIERIAL (Uti) SUREACE PREPRAMN SHOP EA_INT A992 SSPC-SP2 1 Shp Ct Primer ONE-BEAM~15BB-AS NOTED HOLES (LIN) 13 „ F,ELD CONf��• ������(�� REE. CM5. 16 Bolted Wld/Blt eRINI REC-OF30 REV. DATE LIESCBIP I0N HY APPR. 2516 35'-91Y,6 3Y2 3 v DT LON APPROVER VERIFICATION 8 REQUIRED Nalo15 L-ac15LFltzLord, inc. (-3 /4) "Id 35'-1 /4 (W18x35x36'-O5/S) (_3 '4) ul n steel (36'-5 '4) X50 E. 27t h St. BEAM.,.15B5—AS NOTEDONE— 9(6 3@12 iib 3@12 Jacksonville, F 32206 _. 9(6 3@12 9(6 3@12 JQFS JAX FEDERAL CREDIT UNION ONE-BEAM~15B6AS N❑TED ' � TAtlantic Beach, Florida I CONTRACTOR Design Build Concepts ,, r r A HIENG DBC Architecture S E C T_I Obl .,., rA SECTION .@ SCALE GRAWR11�COVERS o F-;Y. PWBDATE 10-06 JOE NO. DAG. X10. CHWDSY QIE 06-098 D-15 10 9 5 3 15'-2 10'-10 25'-2 14'— BRACED FRAME "C" ' W18x35 (SLOPES) + � 15B5 21 - ,_ __::. w_ :__:m,._n_._m..:._.., :::..__:__:.._.:.w...._:....n.wM:m: __.x.: nn:_x,:__..... Cu + _.......-.._.......-._......._.................-.__._.___..__W 14 x 2 2 (SLOPES).________ __..____._._..._._._ N _ _. I , 11B3"" °, 19 �.5` Cu Cu 00 �..,.___._ _:..._._...._...._.._.,._...._.._ ........ n._._ __._:.___ ___�_ ._._,. _w_.____w._w __ , � �, 12x14 (SLOPES) .�, + ..�, rn ,.: _._ :..n.,..x,,...:w !./ C ! 10 B 5___x_,xx.m�._ _.�_ V � ,�, 20 m ' ,-\ ! m -f- Oj !i�F ..:,::..x 3 , o ! A + _._.-W12x14(SLOPES) f `—' Cu ! 22 + 15 3 W 'S� cap i i .. 0 B 3mmy �. + _ 17 ,, ,�O`r' _ -- .. ..:. :ww:n�..�.� �::...n::�:.::�.n........:.. :.::.x.:.w _�._::..r:n:. .d.y�.__��. :_��.:x:� w.: - — _ _w� mw�,_m. ____w— n� _ ._:.._x.x., n::xn:.x nm:m._:.:nxx_...nn_.:_.nm _.n_..n .. .__.x,� w _: n.mnmw._n . ��. :: :�..:�_. Cu Q � .. —:�_ x.._ _ o W.:Wwn.xw___�.rx�.--��._.�:.r :x: �., : m,m-x..... -{- A N ` +' LD `0 1 S .I Qi )'` r., � ; � .:_,: ,.,,...x.x,.xxxx:x:,,xx:..: CD W 20 ' X cu I � .. � E tD LO W18x35 (SLOPES) Cu L.L CDw:.. ---.�_.::w:_.. nn x_ _n_...:n.x..::x::__:n:n:::nn::xx::wn:n:xn.n_x.__mm- .. w.�n::wx::,.:_:_:_ _n —nx nn.w:.�� _:x:n_:_xnx::_ 3 �� Ln CLI 1110 pq Oj Cu CD Li +1 SIM. 14 i v o x 1� �5`+ �, S ',� E W14x22 CSL0PES)�� - Q � �,�..�- � 1 +.� �� � 2 ,1x 15 B 7 _ �...:_.� :mnM , APPROVER cv '� W18x60 (SLOPES) VERIFICATION 12B1 + 00 E `I 9 HSS8x6x/4 as , 1 + cu REQUIRED C+11'-8) !� ` C> �� _.._._____.�_ w __. www: �x_x_. w__._��._�...�...:� �_...�._. �� I J t -� � d- 9B3 W1 x26(HI) (SLOPES) m ! N 9B2 W16 (LO) C+10 11 /4) k --}- `� �`+ ; +�. cu I 0i �o �� C�' `5`-f- SCS •o + i + _:_:� + E c� oo �' o0 5 5 c __..._. x ; W16x26 (SLOPES) Hi aJ ! C 8 (+C)-,-8)\ , x:x.:x:x�:.::xx: 10 B 2 ` Cucu ' x x { + + G 8B3 �n = 3 la r� 22 Cull 8B6C x +9 —8) L �`' APPROVE — __................................_................._....-. _....._......-_...._._..._.........::.........................::::..................................._.:... O J _...____......._._._ . t'�y x i !I V �, ! 7 U-, :- �w. Oma + VERIFICATION � ! 1 xx.: n.:.::__:::. a.::..:... x:.:x. x...:.:::.x.x.,.xx:::xx:::,a cv - _.:.._�_, —� E M as O REQUIRED ' C x9 (+9]-8) ► � �' �� - � A W14x22 (SLOPES) ri — I .......... ..............x..n.. /� J ' Bal : 15 1 0 APPROVER + 8 ! REQUIRED ll �' ' :n..n....ur.:....nw....xr..xn.......:nwu...vwx....0 � o C !x9 (+91-8) -- i ,i �� '� SIM, , M C1.1 8B8 ,-. ,-. p C' HSS8x6xY4 M �,�.`Pu, (S` `=� ,+ W18x35 (SLOPES) C+11'-8) � + 19 10 16 5 2 2 In o I ! ! I � �_ i ,-, 12 B 2 CU . :..__.,.._............_....._........ � z v- i 4 .I ! in '�' � C x9 (+9 --8) �, + + I, 3 Cu 6 2 1 E u ,. W 16 x 4 0 (SLOPES n.._,._x._ :._..... ..-_......_...........__._......_...-' —0) _..._-............-...... .. -. . _ _.................. c� _ �..— �ax:.—.w _..:a.. :, _— x..W:x.-w...W..:.:.wa...w..w.....N...:,w:.:.._wxx...x:...n: �... W :..:..w::....::..:m.....:.n.x..Nx:.�:x:W..:.:..�v.n:...::.. Q r---� C� + i 1.:w:Nx ..::..n:x w�� b:, ��. :. n.x,.: a m _......: xml. ,�` 3 B /� V C � I C x9 C+9 —8) N �-�- If +� ! -f. X x S '� j 00 Pq 8 B 7 � 0 ! � � �0 OC) � � � �S pS C, .- �� �� � 2ROOF FRAMING PLAN COR D - m:Wwm:. w. W :.x..x::.: o ► __x x�.:.:.ww: ....:.: �� .:._.....: .. .x Wr :w�—���.� w .W.w:� N - >_ 5 x::x a.a:�.Ww.:xp._x:.:-a:R_:�.::.x::.aN..:.:�. _xry m:.x:x.::.w:x:�.�x... , �. ,- TOP OF STEEL NOTED THUS (+X'-XX) _ oXo 33 C �x9 (+91-8) © to r, �." a ,_..., � , 10 JOISTS EQUALLY SPACED IN BAYS UXO, u 8B7 �, �, i tK+ , , co x + �_ INDICATES MOMENT CONNECTION 3 co as S'— SI-4 U .._... .�+ p _....�. __ _. - _ _.._ _ -.`��' ! �`+ SE SECTION "16" F-O PLAN °� E R DETAILS + O a) pq _.._...._..._._......_.:.... - _w:..:..:w_:..._..�...w...w. __..�...w_..__, ....__.wW...._........... ti`s �' x + r ! I � �` M Ccs' 3, + ; + �'j. NORTH c5 9 C 9 8)� O 12 + , � 13 s + . � + p� x D18B5Q � 5L LO ..�- CD Q 14B8 W21x50CHI) CSL® ).::. �' � APPROVER C 8 B 4 C g � ,x�n�.x......n �w.�._... � ,� �� _wxw:: —�..: _... 1486 HSS8x6x /$CL ) ((PROVIDE B 00 + ,_ X_._...............-.__._------.......__._......_..____ _--- _-- �, - 0M CD ��-- 9 8 11B1 APPROVER — �, .' M W12 �., U o I J' - '- D oq �C+B'-0) SS5x5x�4. +9'-8)— l { HSS5 REQUIRED Ao .. �.�:.:..x_:.aM wx.:. M::::.x.w::::x..:x.:.:wxn....:x.....xx x:x....::xxx.::.x � � � _ W �� 3B9 r, A992 SSP( SP2 1 Std Shp Ct Primer 13 B 8� �9K W 16 x 2 6(H I) S L®PES �- -+ I d- 0 � A HOLE (UN) 13 " FIELD CONNs. pq 0 pq � /6 BoltedSHOP c0 ' W l d/B l t cu 9B2 W16x26(LO) +10'-113/4 ti a ? C8x11,5C+ '_8)--T P � M `—' @ReilRECORD BELL. DATE DESCRIPTION PPE . APPROVER _ APPROVER S 3B6 �' VERIFICATION VERIFICATION � ' �� ��T REQUIRED 14 REQUIRED __- - w �__ 13'-0 13'-10 3'-1 19'-10 11'-7 4'-10 2'-2 BRACED FRAME "A" FitzLord, Inc. 1 11 8 7 6 4 2 1 u lean steel 650 E. 27th St. Jacksonville, I. 32206 LOW ROOF / CANOPY FRAMING PLAN roe JAX FEDERAL CREDIT UNION LQCATIQN Atlantic Beach, Florida TOP OF STEEL NOTED THUS (+X'-XX) CQ��_RACTOR Design Build Concepts JOISTS EQUALLY SPACED IN BAYS UX0, ARCHIP4G. DBC Architecture INDICATES MOMENT CONNECTION PLAN DRANGCOVERS �- SEE SECTION "1 NORTH SCALE - 6 FOR DETAILS PWB 10 06 J100 No, uwG. HWDBY D3E 06-098 E-1 3 � 12 � 6 �j 3�6 _ _ _ APPROVER APPROVER xi�, W iI VERIFICATI❑N VERIFICATION x r I !I J j,sir� - REQUIRED REQUIREDCD W i V J C8x11.5 3� i 0 CD X c i16 � W16x26 w/ HSSSx5xY4 EMBED PL3/4x8x12 f + ,� " L4x4xY I x _ I. C8x11,5 �z BASE I 00 cu 0i II i w/2 3/4Ox6 HCA J = PL i W _ ' ! CLI + 1 , I J i I ,r I W = m.........mm. ..,. %"PL 1 ! / hx GUSSETS .........---.--.---.__ __ a I y COL. I L3x3x�4 W ri a ; j CONT, i r ' 3 I W12x14 j 11A1 I Q 4 ' W16x40 W14x26 1i � � Y: li L i SECTION "1a SECTION "2a SECTION #3" CD ' + ; I I � I y � Ei r 1 W6 11 ------ APPROVER �_. .__�� ___ 3@12 3/i6 li W16x26 w/ f6 _ I W14x26 E VFRIFICAT ❑N c� X16 3@12 L4x4xY �6 x W U 3 I L3x3xY REQUIRED 4 � I ry CD CONT, !i _ Q ' x. .y. �y � �,.......... „..,f.,E. 3 I 7.•. P.. ..im q p,.,,,i.. ..,.. I r!.�TTI.t I� ..,... ..�..,,,.: ,16 _ I � ., �,. / + T 1 A 1 L3x3xJV4 L3x3xY + = o CONT —� 4 e = E CONT, - w W —� C8x11,5 + is W :6x26 csx9 W fi E HSS6x4x/4 w/ CONT, PL/4x10 W6 3@12 6'-53/4 7 HSS5x5xY4 PL _. W14x22 2—Ls6x4x3/8x4CLLV) ;4-3/4A325 Is 3f6 3@12 wl BOLTS PLY4x11 a a I, w/ 1W60x2 VERT. ” ; i SLOTS IN HSSS W16x26 w/ % PL i CONT, SECTION 4 L3x3xY i r CONT, 1P8 isX O „ Xu 0- O I 6 x I �V x 4 ii 3 a a u> > A �f6 Cu 1 �� ! X16 SECTION S �6 tjj H + +� 316 II K 7 : CD n ' N\ i E `V I 5 I ' + w 3 Y2 is Ld CD r, x + 3/8"PL L3x3xY4 'n GUSSETS CONT, x �7 HSS5xSxY4 J 2'-5 i (04 i - B.S. @ 3 v� 1_ w W16x26 �; �f6 = = a ; W18x46 r is W/ 3/ PL !� � BASE6 II s HSS3x3x STIFF, B.S. P L �6 APPROVER_ L 3 x 3 x A APPROVER ! CONT, W16x26 W18 VERIFICATION I �' a VERIFICATION 3/9"PL --- -- — 1A1is SECTION 6 REQUIRED ' E — GUSSETS E W12x19 REQUIRED I k C5x9 ' X1 1' 0 �r i (73/4 GAP) i i tf li I 1,-0 , F !� aft 01=60r Ptlxv pip II 464—,tai . a a II 4 SECTION 7 %"PL PLY4x10 + i GUSSET CONT, W14x26 � - I. i� W Y4"P L 4 SECTION "9a � STIFF. SECTION a10" Ir �, Q @48'o,c, L3x3x/4 i I' .r CONT, J W 18 MAIERIAL (IJU) SOe� CE @BEERADON SHOP PAIN A992 SSPC-SP2 1 Shp Ct Primer II PL�4x10 �� � :_ �T-i W p CONT, ! i tt,.t � 13I II�t cc REE. MUS. _ PLY4x10 /6 Bolted �� .Wld/Blt 1 E < C❑NT, REV. D&TE DESCRIPTION H'�f APP—R. ]3 > a a SECTION #8# DWT �� L3x3x/ FOR 4 J CONT, w STIFF. @48"o,c, , W 1 x 0 , W16x40 , FitzLord, I . i i r- i W12x22 '' � � ,i —� APPROVER: a a fr 1 - i L.LI SECTION 11 INFORMATION E. 27th St. d ;i li la �: - E� f, ! REQUIRED Jacksonville 32206 �t li tt Joe JAX FEDERAL CREDIT UNION LOCATION Atlantic Beach, Florida a ,r HSS8x6x3� CONTRACTOR Design Build Concepts SECTION 12 ARCH�h�G DBC Architecture SCALE eR>� �aG COVI 'S SECTION 13 um . PWB 10-06 .SOB NO. DAG. Na. v ��zE I�E�l�'i�I�'� I� IE 06-098 25'-2 13'-10 , 12 -7 12'-7 6'-11 6'-11 W14x22 W12x22 PLATE W/2-%0 ERECTION PLATE BOLTS w/2-3/40 ERECTION BOLTS r 4 SIDES ; x .,�a /4�4M IN y .� o +�a •I to !�� O •I X S�' +s � \ U7 I o t") -{- CU (� Cu tl� �` I .�- XCu Ir o I 0j cu P 0i =_ REFER TO BRACED FRAME W FOR ANY INFORMATION NOT SHOWN HERE, _ : THRU PLATE w/3/ : : 4S� ERECTION THRU PLATE BOLT, T YP x. _ w/3/40 ERECTION EL +0'-0 f . ....::....:. :...,..c..... . :...... .,..._.....:..mmTn:.. rvcx.,. c•.mm..e.-...m.......::.. ...nn:.::o.:--M. :-..fir..., r._:..,-...,-.....-...T.m_—.... -F ,T TYP + - - BDL - .,..: ......... : .,. E L 0' 0 j 3 4 SIDES 4 Y4[14 MIN 3 3 BRACED FRAME "A" _ BRACED FRAME To 20'-2 10'-1 10'-1 10'-11 1011-11 W14x26 W14x26 r . 21 PLATE 5 w/2-3/40 /8 PLATE ERECTION w/240 _r B❑LTS ERECTION BOLTS CD x �a `I � + ,y x `� X �a cu x 01i x L0 S MAIERIAL (UN) SUR GE P-REPE?AIIQN SHOP MNI Ir 992 SSPC-SP2 1 Sh - _ P Ct Primer t , , 13� „ FIELD C��r� . Bol � W l ��E. c . REFER T❑ BRACED _ _ REFER TO BRACED 16 ted �� � d/B l t FRAME "A'' FOR ANY FRINI RECORD E . �E IPTl�FRAME A FOR ANY siAPPR,NFORMATION NOT INFORMATION NOT SHOWN HERE, SHOWN HERE, FOR DATE THRU PLATE /$ THRU PLATE THRU PLATE THRU PLATE FitzLord,w/3/40 ERECTION w/3/4� ERECTION , � � -���� Inc. BOLT +p - � TION .,. w >T._� ., 4 BOLT T - w ERECTION r �� �" /3/S� EREC BOLT EL BOLT ulcan steel 650 E. 27th St. 3 3 3 Jacksonville FI. 32206 JOB JAX FEDERAL CREDIT UNION BRACED FRAME "B" LOCATION Atlantic Beach, Florida � - _- BRACED "FRAME Da COW-RACTOR Design Build Concepts ARCHIENG DBC Architecture CRAWNG COVERS SCALE D%kG BY, PWB [SATE 10-06 JOB NO. Ute. NO. CHK'DBY DAIE 06-098 E-4 f A,,+ MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER, ;,RANT SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA BEING MORL PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOTT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY: THENCE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE NOO'41'22" W, A DISTANCE OF 160.00 FEET; THENCE N 89'18'38" E, PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S 00'41'22" E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING. Q 10 20 40 SCALE: 1" = 20' �a SF-C��ON EXISTING OF CONCRETE SEWER BACKFLOW WATER PRS P 8"x8" WOOD STEPS VALVE PREVENTER METER POST--(4) PLACESN89.18'11"E 175.02'-(FIELD) SNP FOUND 1/2- IRON N 89.1838"E 175-00' PIPE-(NO CAP :9-n WOOD POWER _ `-- �_ POLE w/ GUY ANCHOR ® (4)-2.0' SANITARY WELL ® MANHOLE -- PUMP ° CLAa STEEL GUARDC 0 POST--(4) PLACES ONE STORY CONCRETE J 0 N C R E. O RSP pF 18.0' No. 385 C O P�CEO P 0 3� / .I I I I c tV o vNP� z 1 1 covE Eo T N Cl c� I #BRICK ' I ry ••W z rn 1 lENTRY1 -T , m j p m d 0 1111 1 0 1 1_ 62.1' I`QFTi N - —• 6' WOOD BOARD a FENCE-0.2' EAST OF • (� E E ` ~ 3 PROPERTY LINE 0 N C C 13.4'x48.6' CANOPY rn p� w/ 1.4x1.4' COLUMNS J —� O C) rn N I 0 O I' -� 0 rn 0 m m 19.7'x21.7' 0ALUMINUM CANOPY 1-10 76.7' 21.7 / 0) FD rn 91, 0 -v 21.7' 76.5' $ o K 9:76.9' vyl A D 0;7 IOC C r O N C R CON R, POINT OF I m . • . °- REFERENCE EDOEOFCONCRETE. METAL , .. SIGN - -- — ---- - --- _ -— FOUND 1/2` IR • Qt •� P1PEV(LB6645D 1121 )ON S 8918'38" W —265.0-00'- 112* 65.00' — PIPE-(LB1048) S89*1 8 38 W 175.00 175.12'-(FIELD) POINT OF BEGINNING A T L A N T I C B 0 U L E V A R D _ _ (STATE ROAD A-1—A & 10) (A 100' RIGHT OF WAY) NOTES: THIS IS A BOUNDARY SURVEY BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS BEING S 89'18'38" W. DIMENSIONS SHOWN THUS 34.34 DENOTE BUILDING TIES. APPROVED THIS SURVEY WAS MADE IN COMPLIANCE WITH THE CITY OF ATLANTIC BEACH BUILDING OFFICE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 G17-6 OF THE FLORIDA FEB 0 4 2002 ADMINISTRATIVE CODE. THE PROPERTY SHOWN HEREON APPEARS TO LIE + IN FLOOD ZONE 'Y' AS WELL AS CAN BE �- DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075- 0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. 1 NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. FLOtfOA LIC, SURVEYOR Ind MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING do MAPPING BUSINESS No. LB 3672 04ECK o BY: Fa: 2002-121 11DRAWW BY: LGH BOATWRIGHT LAND SURVEYORS, Inc. 1711 SOUTH 5th STREET JACKSONVILLE BEACH, f LORIOA 241-8550 DAM. JANUARY 31, 2004 gWFT 1 OF 1 MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER, GRANT SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EASI, DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS- FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOTT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY- THENCE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE N00'41'22" W, A DISTANCE OF 160.00 FEET; THENCE N 89'18'38" F , PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S 00'41'22" E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING. 10 20 40 SCALE 1" - 20' 58 EXISTING QF CONCRETE SEWER BACKFI OW WATER PAF P 8"x8" WOOD STEPS VALVE PRE VENTER METER POST -(4) PLACES N89'18'11E 175.02'-(FIELD) PIPE-(NO CAP vNP FOUND �2- P) N 89'18'38"E 175.00" v -+ 0 WOOD POWER - -�,T- - --- --- -- -- - --- --- - -- ------ - - bz POLE w/ GUY ANCHOR 80.1' WELL (4) MAN Ot�I1ARY o -: PUMP R E E- STEEL GUARD C 0 N C POST-(4) PLACES - ONE .STORY E � • ' O CONCRETE J N C R O REP O 0 34. 18.0' No. 385 C 0 COVERED IN U► `BRICKS U) Z m ; .;. ENTRY ' I (Pm o ;� IIS i1 cm O 0 lr 62.1' 3 u Ll mi IV .-, -- --------n - 6' WOOD BOARD — _ FENCE -0.2' EAST OF 3 PROPERTY LINE G 0 13.4'x48.6' CANOPY rn 0) w/ 1.40.4' COLUMNS 0 C LO �J c tV r ' O r, m 19.7'x 21.7' � �-. __Tl O 0 0 ALUMINUM CANOPY 7�. �1 0 76.7' 21.7' D < > - \ O xA vko 0 v D = ITT / 21.7' \ 7� z - � Z 7�.99 0 D z :KA �p v OX C7 < CRE _ N 'CR � m C0N � 0 POINT OF REFERENCE METAL JI(/ EacEOF coNCRE rE, SIGN ___-- .. �� , Faro 1/2 IRON -- S 89'18'38" W�-265.00' ---- PPN 112* IR44(LB1048) S89*1 8'38 W 1 75.00 PIPE-(LB6645) 175.12'--(FIELD) POIN T OF BEGINNING A T L A N T I C B O U L E V A R D (STATE ROAD A-1-A & 10) (A 100' RIGHT OF WAY) NOTES: THIS IS A BOUNDARY SURVEY. BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS BEING S 89'18'38" W. DIMENSIONS SHOWN THUS 34.34 DENOTE BUILDING TIES. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 C17-6 OF THE FLORIDA ADMINISTRATIVE CODE. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE AP P R�v BENV , DETERMINED FROM THE FLOOD INSURANCE RATE C1BUILDING"OFFICE MAP" COMMUNITY--PANEL NUMBER 120075-0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF FEB 0 2002 ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. 1 "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORICANAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 c o BY: : aoo2-1�, oRAwN eY: LG" BOATWRIGHT LAND SURVEYORS, Inc. 171 '1 SOUTH � STR E"T JACKSONVILLE BEACH, FLORIDA 241-8�r50 DATE: JANUARY 3�, 2UO2 SHEET OF � °f MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER, GRANT SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOTT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY: THENCE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE N00'41'22" W, A DISTANCE OF 160.00 FEET; THENCE N 89'18'38" E, PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S 00'41'22" E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING. Q 10 20 40 SCALE: 1" = 20' 3� S�C��ON EXISTING 0 CONCRETE SEWER BACKFLOW WATER PR�'P8"x8" WOOD STEPS VALVE PREVENTER METER /POST-(4) PLACES N89'18'11"E 175.02'-(FIELD) vN� FOUND 1/2- IRON N 89'18'38"E 175-00 PIPE-(NQCAP v�-- WOOD POWER .-- -a-.--T--- — - —_--_--- - ---- -------- ---- �i POLE w/ GUY ANCHOR ® r� ® �N 80.1. ® � . (4)- 2 0' SANI TARY m o WELL ® MANHOLE "2 --:" PUMP C U4 STEEL GUARD C 0 N �' S8 POST-(4) PLACES ONE STORY (n SSC-\SON CONCRETE 0 0 R 4 18.0' No. 385 C o 0 P��EO P I I 71 i vNP� I� I T T U o ` t' COVERED- 0 OVERED n I BRICK�' tv v� Z -j, cr 7 I ENTRY TT (T� 00 0 �' c, �4 1r I I I o m � O f ut •h 62.1' uu -•----- •--— -� (Tl 6' WOOD BOARD _ FENCE--0.2' EAST OF C R E .� 3 PROPERTY LINE C 0 N 13.4'x48.6' CANOPY rn w/ 1.40.4' COLUMNS J O Q 10) ry 1 U 0 - I 0 m % 19.7'x21.7' p ALUMINUM CANOPY O 0 u 76.7' D -� \ 21.7 / \ / o �r • sem, �� � p� � - r- T1 Q� J \ v Ql' TFjQ m G7 -v D T M r / \ --a z 21.7' 76.5 $ K 1s o D rn r z • D 0 �0 E E o < ON CRE CON R° POINT OF I m A REFERENCE fME- AL i. EDGEOF CONCRETE. --- GN FOUND 2' IRON S 89'18'38" W PI PN(L81048) 589'1 8'38 W 175.00 PIPE-(LB6645) 175.12'-(FIELD) POINT OF BEGINNING A T L A N T I C B O U L E V A R D _ _ (STATE ROAD A-1-A & 10) (A 100' RIGHT OF WAY) NOTES: THIS IS A BOUNDARY SURVEY. BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS BEING S 89'18'38" W. DIMENSIONS SHOWN THUS 34.34 DENOTE BUILDING TIES THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 G17-6 OF THE FLORIDA APPROVE --' „ ADMINISTRATIVE CODE. OF THE PROPERTY SHOWN HEREON APPEARS TO LIE CI BUILDINLGNTIC OFFICE C;I IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE FEB 0 4 20U2 MAP" COMMUNITY-PANEL NUMBER 120075-0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.' NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. lS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CKMED BY: FILE: 2002-121 DRAYM BY: LGH BOATWRIGHT LAND SURVEYORS, Inc. 1711 SOUTH 5th STREET JACKSONVILLE @EACH, FLORIDA 241 -8550 DATE: JANUARY 31. 2002 SHEET I OF L CST 6"x2" TAPPING SADDLE & VALVE 2"x10 TEE; 2*x1.5" RED. 1.5" METER wl BOX & COVER 1.5' RPZ BACKFLOW PREVENTER A 6" SANITARY SERVICE LATERAL (2) 1.5"x90' BENDS 1 Or -L I 1 .x.{-99 8 C`L ..Ay SCLI!I'­�� IN!\"" ::, 1" IRRIGATION METER I }_V. -3.99 P .. ;- ­ IL (3) 1"x90* BENDS i 1`4 V -L IE V. I" RPZ BACKFLOW PREVENTOR CLEAN—OUT (RED, FROM 6" TO 4#* BTWN BLDG & CLEAN—OUT; SEE 1.5" POTABLE WATER SERVICE (SEE PLUMBING DWGS FOR CONTINUATION) PLUMBING- I . . ­DWGS-- ......­FOR- CONTINUATION)" _,_._, ........ -J AN!TARY <EWER LHNE 'FRG ON) ...... (y OFFICIA,L R1 E C RD'S i"A-Li M 2 8,2 'Vi, AL.'' I 61 (APP ------ 0�,i IF 18- CURB & GUTTER (TYP) N *26;241' 175.12'(F Cz 45* N89 '6'24"E 126. 3' 7.23 0. 6 %NAUI. -PfP� A'PROXiMATE LOCAO�101+4'1'� 0 A AqROWS SHOWN FOR z TRAFFIC FLOW ONLY S89°26'24"W (NOT ITO BE INSTALLED) TRASH CAN 18* CURB & GUTTER (TYP) ENCLOSURE (A 33 4.A FDO- CONC. DRIVEWAY-1 TURNOUT MONOLITHIC CURB W/ W/O SIDEWALK (FDOT NDEX 515) 5# CONC. SIDEWALK (TYP) z 0 0 in (_0 0 N '.: 0 20' C4 16 0' 2 2' 0) REMOVE EXIST. DROP CURB AND BIKE RAC -ST J SIGN m 'A L REPLACE WITH 18r CURB & GUTTER TRAFFIC SEPERATOR m (SEE ARCH, DWGS, V) FOR DESIGN & DETAIL) 0 0 0 Ap. 4' 4 NJ 0 .—., . , :. 01 m CONC, ISLAND (REFER m i. TO ARCH. DWGS. F0 m F- r- . : R H.C. PARKIN 0 0- DESIGN & DETAIL) SIGN \1J 70 36• .17 0"a 0 > L Z ASPHALT DRIVEWAY I ("IV 17� TO BE REMO\ED CHAMFER (TYP)J oo-000. 10 10' 0 5.75 10' 12' J - < -F 4,50' m 0i. 1010 aoy Q` 60- N89*26'24"E 10 90.23' tk, z C2 t2 ........ T EST SID"' c);­ P­V o ► ' M/`,C; i'�i=. l.. a ;_-'I ;i: `\ WOOD co URB CUT RAMP W DETECTABLE WARNING MONUMENT VA S11T BENIV-r STOP SIGN-- .5# CON DEWALK-- E LE V,:---12.6Vu N 44 '44 H-AL D = 90*00'00" 7 • R = 36.00 G1 L = 56.55' 74 7 1. T = 36.00' 241.'t -'j R & G(,J'1'T'ER CH 50.91' 43,36' 36.00 ill CHB N 44*26'24" E -4,mm S89*2,3'23"W 175.04'(FIELD) 4� FDOT CURB CUT RAMP CONC. DRIVEWAY TURNOUT F.D.O.T. CURB & GUTTER TYPE CR-21 w/ DETECTABLE WARNING (FDOT INDEX 515) (TYPE—F) FDOT CURB CUT RAMP ATLANTIC BOULEVARD 4� TYPE CR-22 w/ DETECTABLE WARNING Coe CONCRETE to.E'D 1 A N Q ._ ._._. _.-_.__ _____. ___._..____..__ __-_.__ ______._ _...__. _____.__...._. �, •`� SITE TA B L U L A TI 0 N DESCRIPTION SQ. FT. PARKING REQUIRED PROVIDED RATIO PARKING HC LOADING PARKING HC LOADING BANK 3,488 S*-F. 1/300 13 1 21 1 TOTAL: 3o488 S.F. 13 1 21 1 IMPERVIOUS: 80% PERVIOUS: 20% PAVEMENT SWK 18,937 S.F. GREEN SPACE 5,615 S.F. BUILDING 3,488 S.F. TOTAL: 22,425 S.F. (0.51 AC.) TOTAL SITE AREA: 0.64 Ac. ZONING: CG Designed Released For Construction Connelly & Wicker Inc. Project No.: Drawing Drawn T.A.F. 0601-12 By Consulting EngineersFEDERAL UNION SITE GEOMETRY & B.T.P. 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 C=4 Checked This Drawing is the property of Connelly & Wicker Inc, 10060 Skinner Lake Dr., Suite 500 A, Scale T.A.F. and Is not to be reproduced or copW in whole or in Jacksonville, Florida 32246 UTILITY PLAN A 1 0 = 20' O.C. port. It Is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 A 9/5/06 COAG REVIEW COMMENTS TF Date R Is to be returned on request. C.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. DaTi-+ Revision TIMOTHY A. FOCHT, P.E. of S.V.M. By FL P.E. NO. 60810 EPTEMBER 5, 200 Sheet i W IVC -v •As�1�E - � 0 5 10 20 30 50 .'` I L , P AR • DROP INLET DROPS INLET 1 SEE CIVIL DWGS 4 II SEE CIVIL DWG TRASH CAN ENCLOSURE II �� -..�rrrc�srr�;,a w ; ' • . loop— LANDSCAPE AREA 4q . -r , • 4 ALL 17 jML !C P IL 44 • ; lam ..._ _ _- _J • -= _"' • d • 4 • l401 • •Ilk I UNDER GRO D I • STORM W ER I MGMT S TEM BIKE RACKS TYP. OF 2 i ! •. •' 4 . SEE SPECS Lj ` ! jf i. t • �• . 4 A ! , . 4 • . W v I ° 1 a. • tt44_ll�Ak�t►L Lly- q nC�ws■la ..... NEW BRANCH FCR �• 64 it : . 4. JAX FEDERAL CRED)T UNION . 4 • . PARKING BUMPERS a- I � •4 /J y�-• '/ t ' ! A + , .• � 'r TYP. OF 13 4 1 ...,1 In 49 40 • .• . ° 4 .. <44 4NA I 4e1 ! I BLDG FLOOD LIGH .: . . - • ! • ; �59 TYP. • OF 4 c:.--.ter DS I SEE ELEC DWGS. �� • I I � I I, ! ! • D f I I I i FLAG POL LOODLIGH fL1;�` I SEE ELE DWGS. ILL r ` APPROVED c�xr f tLANTIC B E ACHBUIIDING OFFICESICGN Cato � � 4 .• ` IL ',3/A2.1 fA PR 5 2001 ROP INLET D CIVIL S SITE POLE LIGHT a ECL W % $�� TYP. OF 6 SEE ELEC DWGS. O Q 201P DRPy f .� r • li •' - 11 ».0 NEW LAN SCAP ARE , ' - PROPERTY LINE max. �• ; AX Y , plijil low • 4 i. • 4 i 4 • j 14 • • • : e. 414 A -6 • 44 4i • d•' • I i a . W V, 4 _q* CKEDITUNION NEIN L PE (GRASS) '° d: ♦. NEW LANDSCAPE (GRASS) • 1 - a 801 ATLANTIC BLVD, ATLANTIC BEACH FL 32233 ATLANTIC BLVD. LAND5CAFEFLANM This drawing is an instrument of service and the property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. cal)' o ? an 5G �' 6rj� Job No: 06-001 Sheet No: Date: 4-2-2007 Scale:In C. See Rule ' Drawn: T.J.B. Checked: -0 0 5 10 20 30 50 N _ vV U17r Ki.41EA . Jni sow:PIII00. Q NEW L SCAPE AR ® ► na � + • DROP INLET I +- -- F41I `"" = DRO INLET INLET ✓Au Id SEE CIVIL DWGS (? SEE CIVIL 1%*?19D �► ,�- �y TRASH CAN ENCLOSURE I w C V L DWG •, - II • En L (� —. fir_ �l��Tf�►ti'�I �° '• . .• '_ . . , . NEW LANDSCAPE ARE d. •.d • ' 47P t4f�I .:I10 . 5� Ioy $T1A�l�k r d 4 ° ; '0 . AIAJ zvrJE s L_..J. d • zaNF 3 s 19.4 6r?M 4 __ _ _. i r 4 ' • �/VLA�• �!•J Ln17•1 _ _.... ..: _ ' ._ . . • •. • • / t• A .d • -ZOO...fit;_ ��PM i5� � 4 �� • 4 AP9 3, 4. I I VAN. 16' IS ' •' I UNDER GRO D I ' STORM W ER I I MGMT S TEM - 11" BIKE RACKS TYP. OF 2 SEE SPECS f' I I , 4.4. '5-01 .... d � L4r�,eg I NEW BRANCH FOR JAX FEDERAL CREDIT UNION --� it/ 1•. d i I I I°• ' "Alf PARKING BUMPERS I I •. '' TY P. OF 13 rl .•' �. . d • ' : .' a BLDG FLOOD LIGHTS l I TY?. OF 4 © © © c:-� a NEW LANDSCAP I SEE ELEC DWGS. AREA v I I I I �AfN J�/rA ��u aim I I r�,� FLAG POLE w FLAG POL LOODLIGH I ` J SEE ELE D GS. 5 3 '% MO UMENT 'SIGN I e oo F4� ��% S E DETAIL 3/ _j I\\ DROP INLET �( SITE POLE LIGHT -FAlk.. EE CIVIL DWS TYP F 6 l` r �■�► . 0 Z�2,F5 SEE ELEC DWGS. ��► � " DR LET -S CIVIL DWGS,v - EW LANDSCA E ARE 111 JAX FEDEKAL NEW LANDSCAP - -- _ - - - -- -- - -- _ - s_ "� �'- . - PROPERTY LINE CKEDITUNION ! • •. d ' • !'• • .' ., d d . r ".•. •d , .. • . • • d • • •' , `d. j lC7!`��yC y�N '• ' d 801 ATLANTIC BLVD ATLANTIC d �� •:4 • • • w. •: ' .Q•. •• •4. • • , p • '( • • a• 4 4 i ' r , BEACH FL 32233 . , • A ., 4•, • , d : NEW LAND91CAPE (GRA95) .'d a; , •,' N W LANDSCAPE RASS) ,� IKKIGATION ATLANTIC BLVD. AS lsop This drawing is an instrument of service and the property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to ■ such use, TarponLand5ca �e Job No: 06-001 Sheet No: Date: j?c51-j'ern, Inc. 4-2-2007 ,4 17 Scale: See Rule Drawn: T.J.B. Cqo�)- .G. Checked: — PALMS AND TREES PROPERLY PRUNED OR TIED FRONDS NOTES . .............. • 1. THIS LANDSCAPE PLAN HAS BEEN :DESIGNED IN ACCORDANCE WITH DIVISION 8, SEC. 24-176 ATLANTIC BEACH. 2. PLANT MATERIAL SHALL CONFORM TO GRADE ##1 STANDARDS OR BETTER. 3. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. 4. IRRIGATION SHALL MAINTAIN 100 PERCENT COVERAGE OF LANDSCAPED AREAS. 5. SOILS ARE TO BE AMENDED ADEQUATELY TO PROVIDE IDEAL NUTRIENT AVAILABILITY AND DRAINAGE FOR EACH PERTICULAR PLANT TYPE. 6. ALL PLANTINGS ARE TO BE ADEQUATELY SUPPLIED WITH AT LEAST 2" MULCH OVER ROOT BALL. SHRUBS AND GROUNDCOVERS NOTE: NOTE: TIME RELEASE FERTILIZERS ARE TO BE THREE TIME RELEASE FERTILIZERS ARE TO BE APPLIED WHILE ROOT BALL IS BEING 2"x4"xB" WOOD APPLIED WATERED IN TO ELIMINATE AIR BATTENS WITH POCKETS. TWO HEAVY STRAPS THREE 2"x4" WOOD BRACES NAILED TO BATTENS AND SECURED IN EARTH TOP OF ROOT BALL 1" ABOVE GRADE 3" MULCH 6" SOIL BERM 12" CLEARANCE ON SIDES AND 6" CLEARANCE UNDER ROOT BALL 6" CLEARANCE AROUND ROOT BALL ■ )AX FE [) E -RA- - L CR%EPITUNION X7LAQTkc._ bu\JD, DETAIL ,iJ •` .ti ,, .i- _ .. •-r a...Vit:• .. • •. y 1. •r ar i .• •.. This drawing is an instrument ofservice and the •;; � �°•' - ::•°: •;_�•,: .i:: property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. ar ori Landsca e Jobs No: 07-012 Sheet No: Date: 02-05-2007 & L?c,5gn, Inc. Scale: See Rule Drawn: T.Q.B. . Checked. i c� 0 GENERAL SITE NOTES C C S � W 1, SITE INFORMATION HAS BEEN TAKEN FROM A SURVEY FURNISHED BY THE OWNER F- FROM BOATWRIGHT AND DURDEN LAND SURVEYORS DATED 3/13/06 2, SEE THE CIVIL DRAWINGS FOR SITE LAYOUT, GRADING, DRAINAGE, EROSION CONTROL, UTILITIES, RIGHT OF WAY AND ADDITIONAL SITE DETAILS. G.I VLA' 5 .8, y Z 3, NO-WORK IS INCLUDED OUTSIDE OF THE PROPERTY LINE EXCEPT WHERE NOTED. o t - • 00 I •�.. CL - 4, LANDSCAPING CONTRACTOR TO PROVIDE LANDSCAPE LAYOUT FOR OWNER AND ULTIMATELY s '''1t'A kf • LIA& A01, TO CITY FOR APPROVAL AS PART OF THEIR BID, 5, A GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS SITE, BY THE OWNERS P AR CID ' GEOTECH ENGINEER, UNITED CONSULTING DATED 3-16-06, REFER TO SPECIFICATIONS �� �"' DROP INLET II M = DRO INLET a FOR DETAILED INFORMATION REGARDING THIS SITE, +' SEE CIVIL D1NG5 4 II ( SEE CIVIL DWG •• 6, DO NOT DIG UNTIL ALL UTILITIES ON SITE TRASH CAN ENCLOSURE II w - • : ' HAVE BEEN IDENTIFIED, VERIFIED AND WELL FLAGGED, 4 • �. i " Sf-'ASG �inl o SEE CIVIL DRAWINGS FOR ADDINL INFO, .r,�► � - : 7, ALL UTILITIES SHOWN ON THIS SITE PLAN ARE EXISTING CONDITIONS AS DOCUMENTED BY �• • LANDSCAPE AREA* 1 . 4 : '. o � m SURVEYOR AND ARE SHOWN FOR CONCEPTUAL PURPOSES, SEE CIVIL, PLUMBING AND • • ELECTRICAL DRAWINGS FOR NEW WORK UTILITY INFORMATION, } 8. SEE CIVIL DRAWINGS FOR ADDITIONAL TRAFFIC CONTROL SIGNAGE REQUIREMENTS, �' 3 _-+ �� f L— •^ L L.l<.. 2 ° : ,e z 4 .' V SITE NOTES -- . 1 A IGN SEE DETAIL 2/AS1.1A4 4 co W SITE DIRECTIONAL S , . . d �2 DO NOT ENTER SIGN; SEE DETAIL 1/AS1,1 • O u Lr....J . Q �3 4 WIDE PAINTED TRAFFIC LINE TYP, ,� _ i q w rr n4 PROVIDE 411 PVC UNDERGROUND PIPE FOR FUTURE ACCESS, CAP ENDS • .---- --- —-- -----•I A..�1 �',dl�M1�11 ; S N �5 co PAINTED TRAFFIC MARKING I I • f I ,• � Bppd W i UNDER GRO D i / , . STORM W ERLO MGMT S TEM I •° ��• • � _ ' • '' BIKE RACKS TYP. OF 2 (D I a • ' SEE SPECS C/) 4 .• 7 _ LLJ 4 44 LU > J�l.,rl'�l��1J!.•� I I A 1 ' ; u 4, ty Ailantic, reach I J 'hart, ; Ig , Zoning Department •• 1. � J Iw This r a' -e 'fie., compliance with epplieabte I I I • C 1 l\1• �' � t r•L r ( 1 on, s:, divisJnn and other iota) land I '�1 ' i° but does not Constitute I I' I • 4 ' apps•, ..• ;o r lie issuance of permits. Compliance •, iNEWNCH FOR i�h �" �ia F � ding Code and all other applicebk Fr,d Federal permitting requirements I ` ' • t local ,, . ' • rr..i f muse r e nfied by ature of the C' of Atlantic 1'' �•uildir �f l riot to «. I I ,. 1 .. .. ; 'a JAX F E D E RAL .CREDIT UNION • p 11 • ", 0 Bui ng aa'nit. CL I . . App,-Ove, � E� 7�10pmeftt i I Il . . ��, PARKING BUMPERS /� y� I 11 °r '• f � '�• TYP OF 13 ...� 'Date -G� I '' a' I I + II +. , •�' PA L AA. n + i I I •• :.,NT 4 >=° • 0 . 4 � 1 � G = .' . d d •. f11 All v rn PAINTED METAL I I BLDG FLOOD LIGH ° 4 `�' y' 4 N DS w _ ; POST I �'� ttr:.""� fY °. os TYP. OF 4 �—� - � _ 0 i DWGS. " • SEE ELEC - z ` 0c°" � D II J Q n 7 I M /�y/..(■ t I I p! _a 0 C5 „ ° � 1 FF_ V N N 1-jv I~ I I _ O > I" v — U -0;§"= 2 =� Ii II ( I r. ods m ° . I II . . � � ' •�. � a L I I' FLAG POL LOODLIGH .0\ SECTION *A"m PLAN VIEW o. I I =III I I; SEE ELE D GS, Q � C,_ SCALE; N,T,S, o I I ! �� a .� Z ° I I v y v 0 0 I Y a 0 •.. w 7CLV L r) V U H ��c o O \� O n�O vni� „ q �nr�i,�► >ti � � �� SIGN ALUMINUM FRAME TOri <C/ TRAFFIC SIGN . - .� �� BE NAT, ALUM FINISH „� ,_ „ S�, I ,vim' IL 3/A2,1 SCALE. 3/4114-011 0 L.+J �� z PANEL TO 5E 0 INLET SITE POLE LIGHT O X BLUE R P � � 2051 PLE q•, 611 EE CIVIL DW S ■•■� TYP. OF 6 M SEE ELEC DWGS. u– N /2 1 . 111 2 Y2 a 2 � LI.,J ,L DR a , I--- N O • • ♦ . r a 111„01, S�. NEW LAN SC P ARE -11L OIL LL A _ A PROPERTY LINE z U U PARKING CY. z 0 00, 4 -4 41 4 4 4 .. . () A.T.M. ds4 . 4 • N - UP TELL R ...7 DRIVE f NEW LANDSCAPE (GRASS) CL N L PE (GRASS) •' N - • Z ca LLJ < W LETTERS/AR;ROWS To �E WHITE ATLANTIC BLVD. � pp 107 Mi LJ co LLJ x -� z NORTH V < N Q e Q u TURASITE PLAN %jsk ARCHIT�C L r e �—•! SCALE: 1u=10' a 1011 DIRECTIONAL SIGN 2 S 1 , `o o CSO s _0 of 0 L0 u � v GENERAL SITE NOTES r L C 1, SITE INFORMATION HAS BEEN TAKEN FROM A SURVEY FURNISHED BY THE OWNER W FROM BOATWRIGHT AND DURDEN LAND SURVEYORS DATED 3/13/06 . 'lln� �t 2. SEE THE CIVIL DRAWINGS FOR SITE LAYOUT, GRADING, DRAINAGE, EROSION UTILITIES, RIGHT OF WAY AND ADDITIONAL SITE DETAILS. Av�F-.;; q, F--- CONTROL, U I V / � 3. NO WORK IS •INCLUDED OUTSIDE OF THE PROPERTY LINE EXCEPT WHERE NOTED. VA4�/� V Z V C >- H - - ell w 74 wr-ja EA o cc 4, LANDSCAPING CONTRACTOR TO PROVIDE LANDSCAPE LAYOUT FOR OWNER AND ULTIMATELY C- El „ TO CITY FOR APPROVAL AS PART OF THEIR BID. �"°A� � T �s 7 R 3 s� 38�' I m '� 5. A GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS SITE, BY HE OWNER L I�A7 do -----9 NEIN L SCAPE AR ® 18 GEOTECH ENGINEER, UNITED CONSULTING DATED 3-16-06. REFER TO SPECIFICATIONS � �� DROP INLET i s' DRO INLET �'�: a' `: FOR DETAILED INFORMATION REGARDING THIS SITE, k SEE CIVIL DWGS cD SEE CIVIL DWG �' T DIG UNTIL ALL UTILITIES ON SITE TRASH CAN ENCLOSURE I lLi YCF J HAVE SEEN IDENTIFIED, VERIFIED AND WELL FLAGGED, --- ° o • SEE CIVIL DRAWINGS FOR ADDINL INFO. _ ego c 7, ALL UTILITIES SHOWN ON THIS SITE PLAN ARE EXISTING CONDITIONS AS DOCUMENTED BY N o ' NEw LANDSCAPE ARE 44 4 ' ; t0 d PURPOSES, SEE CIVIL PLUMBING AND 1rAI FdO f2 t ♦� ' SURVEYOR AND ARE SHOWN FOR CONCEPTUAL , ELECTRICAL DRAWINGS FOR NEW WORK UTILITY INFORMATION, v �gitj 1w HR���l�•���.�—.- r�n 4 ♦ ` • ' 8. SEE CIVIL DRAWINGS FOR ADDITIONAL TRAFFIC CONTROL SIGNAGE REQUIREMENTS. &,i1 :WAY—Am z '� p ZONE 1 t lG-S5l,�� L--� e •' , SITE NOTES �N�� Z a � r r/I1' 4] �, �� �� '•'- ..+- rr rte+ .r ... ,,,,, ..mow, r--.."" ' . •+ ... " .• ` ' • r .. •• • / V J 1-11DIRECTIONAL SIGN' SEE DETAIL 2/AS1.1 �Mf H' I'.�' .— --= SITE , , 0 NOT ENTER SIGN' SEE DE;TAtL 11AS1,1 � � .• •' ° v V 0 D 4 Z cc� 1-31 4" WIDE PAINTED TRAFFIC LINE TYP, 3 ' 0 �4 PROVIDE 4" PVC UNDERGROUND PIPE FOR FUTURE ACCESS. CAP ENDS -- ---- •—--------t ' VAhl 91,° ' : D g /r- J 00 �5 PAINTED TRAFFIC MARKING I i UNDER GRO D z x • amu STORM W ER I '• 'il z " MGMT S TEM I Q a I BIKE RACKS TYP. OF .2 C.7 I •,. SEE SPECS C� = z 4 co W h .t I I 0 0 < MAIN LINE I I ! •a . ', I uj �. • � ` Il rrr ...,., 1. •. •, ; CL cn CIO LU I I •� .01 ATji�RA�- I I NEW BRANCH F L � UNION JAX FEDERAL CREDIT , 7. .• , am i I . e� PARKING BUMPERS i I _ • r` TYP. OF 13W LANDSCAPE ARE A?..- y J / \ v . 4 1. I _ a e I I . C� a •'� PAINTED METAL I I ELIDG FLOOD LIGHTS ° 4 ' ' ' ' Q - �' ' N co 0 POST I I TYIP, OF 4 --�—�-- o a EW LANDSCAP I � V AREA •� ° SEE ELEC DWGS• W ` °" �- n zo c ` E z I I IN ,�Bip FLAG POLE o z a o I � 0 �r —' O �,o �o y I t-• p 3 ,�a� - �- -� *A"- w I I I I I I III• IV � � � �;ata 1.. SECTION A - PLAN VIEW7,4..'�� I I FLAG POL LOODLIGH aoa�0co ,�' I ,. 11-J SEE ELE D GS, .. '� z �. SCALE: N.T.S. I I I' p J o -a o o WNy o `0, ��Z) a ►. Li. U V 4- Q.0- o0 h� I O o o a -yam ALUMINUM FRAME To TRAFFIC SIGN I MI MO UMENT SIGN BE NAT, ALUM FINISH � I I � � • E DETAIL 3/ z SCALE: 314"a11-011 S 1 , I o °o �► � . o PANEL. TO BE • DROP INLET r SITE POLE LIGHT \ ` ��u�/ 0 2051 PLEX BLUE0 EE CIVIL DW 5 TYP. OF 6 ` �� 4 6 �� V�A1U IWO �,., SEE ELEC DWGS. 2y 111 ®® y _ 2 111 2 y2 DR LET I-" U. .5 CIVIL DWGS v EW LANDSCA E ARE -- "Apt �— A - .- - - -- - - - - - _ W 1% PARKING NEW LANDSCAP �` PROPERTY LINE �— v 0 V_ VA V4 AsTuMs _& 14 tt r `� _ �'* e . DSCAPE BASS) DRIVE UP TELL R NEW L ND9CAPE (GRA 1 • ' •-•° ,,. ' 4 N W LAN , .►• W LL cc roll LETTERS/ARROWS ,� � � To BE WHITE ATLANTIC BLVD. ✓aN 40 � pp � �. W � � Q LL o ,.W_ c uj x LO z < V 4' _ NORTH 4 o u ARCHITECT-URAL SITE PLAN --•' SCALE: 1un1a �y q Iy 1 1011 v DIRECTIONAL SIGN 2 N o v � s . 0 o ■ PALMS AND TREES PROPERLY PRUNED OR TIED FRONDS NOTES : 1. THIS LANDSCAPE PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH DIVISION 8, SEC. 24-176 ATLANTIC BEACH. 2. PLANT MATERIAL SHALL CONFORM TO GRADE 01 STANDARDS OR BETTER. 3. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. 4. IRRIGATION SHALL MAINTAIN 100 PERCENT COVERAGE OF LANDSCAPED AREAS. 5. SOILS ARE TO BE AMENDED ADEQUATELY TO PROVIDE IDEAL NUTRIENT AVAILABILITY AND DRAINAGE FOR EACH PERTICULAR PLANT TYPE. 6. ALL PLANTINGS ARE TO BE ADEQUATELY SUPPLIED WITH AT LEAST 2" MULCH OVER ROOT BALL. SHP-L %,UBS AND G -lLPLOUND COVERS NOTE: NOTE: TIME RELEASE FERTILIZERS ARE TO BE THREE TIME RELEASE FERTILIZERS ARE TO BE APPLIED WHILE ROOT BALL IS BEING 290x4"xB" WOOD APPLIED WATERED IN TO ELIMINATE AIR BATTENS WITH POCKETS. TWO HEAVY STRAPS THREE 2"x4" WOOD BRACES NAILED TO BATTENS AND SECURED IN EARTH TOP OF ROOT BALL 1" ABOVE GRADE MULCH 6" SOIL BERM 12" CLEARANCE ON SIDES AND 6" CLEARANCE UNDER ROOT 6" CLEARANCE BALL AROUND ROOT BALL )AX FEPERAL 0." PIT UNION DETAIL :' .. This drawing is an instrument of service and the property of Tarpon L ndscape & Design, Inc. and shall remainit's property: The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to ■ such use. ar ori Lanolsca Job No: 07-012 Sheet No- 5 g o:sfroc. Date: 02-05-2007 Scale: See Rule Drawn: T.J.B. Checked: CST 6"x2" TAPPING SADDLE & VALVE 2"x10 TEE; 2*x1.5" RED. 1.5" METER wl BOX & COVER 1.5' RPZ BACKFLOW PREVENTER A 6" SANITARY SERVICE LATERAL (2) 1.5"x90' BENDS 1 Or -L I 1 .x.{-99 8 C`L ..Ay SCLI!I'­�� IN!\"" ::, 1" IRRIGATION METER I }_V. -3.99 P .. ;- ­ IL (3) 1"x90* BENDS i 1`4 V -L IE V. I" RPZ BACKFLOW PREVENTOR CLEAN—OUT (RED, FROM 6" TO 4#* BTWN BLDG & CLEAN—OUT; SEE 1.5" POTABLE WATER SERVICE (SEE PLUMBING DWGS FOR CONTINUATION) PLUMBING- I . . ­DWGS-- ......­FOR- CONTINUATION)" _,_._, ........ -J AN!TARY <EWER LHNE 'FRG ON) ...... (y OFFICIA,L R1 E C RD'S i"A-Li M 2 8,2 'Vi, AL.'' I 61 (APP ------ 0�,i IF 18- CURB & GUTTER (TYP) N *26;241' 175.12'(F Cz 45* N89 '6'24"E 126. 3' 7.23 0. 6 %NAUI. -PfP� A'PROXiMATE LOCAO�101+4'1'� 0 A AqROWS SHOWN FOR z TRAFFIC FLOW ONLY S89°26'24"W (NOT ITO BE INSTALLED) TRASH CAN 18* CURB & GUTTER (TYP) ENCLOSURE (A 33 4.A FDO- CONC. DRIVEWAY-1 TURNOUT MONOLITHIC CURB W/ W/O SIDEWALK (FDOT NDEX 515) 5# CONC. SIDEWALK (TYP) z 0 0 in (_0 0 N '.: 0 20' C4 16 0' 2 2' 0) REMOVE EXIST. DROP CURB AND BIKE RAC -ST J SIGN m 'A L REPLACE WITH 18r CURB & GUTTER TRAFFIC SEPERATOR m (SEE ARCH, DWGS, V) FOR DESIGN & DETAIL) 0 0 0 Ap. 4' 4 NJ 0 .—., . , :. 01 m CONC, ISLAND (REFER m i. TO ARCH. DWGS. F0 m F- r- . : R H.C. PARKIN 0 0- DESIGN & DETAIL) SIGN \1J 70 36• .17 0"a 0 > L Z ASPHALT DRIVEWAY I ("IV 17� TO BE REMO\ED CHAMFER (TYP)J oo-000. 10 10' 0 5.75 10' 12' J - < -F 4,50' m 0i. 1010 aoy Q` 60- N89*26'24"E 10 90.23' tk, z C2 t2 ........ T EST SID"' c);­ P­V o ► ' M/`,C; i'�i=. l.. a ;_-'I ;i: `\ WOOD co URB CUT RAMP W DETECTABLE WARNING MONUMENT VA S11T BENIV-r STOP SIGN-- .5# CON DEWALK-- E LE V,:---12.6Vu N 44 '44 H-AL D = 90*00'00" 7 • R = 36.00 G1 L = 56.55' 74 7 1. T = 36.00' 241.'t -'j R & G(,J'1'T'ER CH 50.91' 43,36' 36.00 ill CHB N 44*26'24" E -4,mm S89*2,3'23"W 175.04'(FIELD) 4� FDOT CURB CUT RAMP CONC. DRIVEWAY TURNOUT F.D.O.T. CURB & GUTTER TYPE CR-21 w/ DETECTABLE WARNING (FDOT INDEX 515) (TYPE—F) FDOT CURB CUT RAMP ATLANTIC BOULEVARD 4� TYPE CR-22 w/ DETECTABLE WARNING Coe CONCRETE to.E'D 1 A N Q ._ ._._. _.-_.__ _____. ___._..____..__ __-_.__ ______._ _...__. _____.__...._. �, •`� SITE TA B L U L A TI 0 N DESCRIPTION SQ. FT. PARKING REQUIRED PROVIDED RATIO PARKING HC LOADING PARKING HC LOADING BANK 3,488 S*-F. 1/300 13 1 21 1 TOTAL: 3o488 S.F. 13 1 21 1 IMPERVIOUS: 80% PERVIOUS: 20% PAVEMENT SWK 18,937 S.F. GREEN SPACE 5,615 S.F. BUILDING 3,488 S.F. TOTAL: 22,425 S.F. (0.51 AC.) TOTAL SITE AREA: 0.64 Ac. ZONING: CG Designed Released For Construction Connelly & Wicker Inc. Project No.: Drawing Drawn T.A.F. 0601-12 By Consulting EngineersFEDERAL UNION SITE GEOMETRY & B.T.P. 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 C=4 Checked This Drawing is the property of Connelly & Wicker Inc, 10060 Skinner Lake Dr., Suite 500 A, Scale T.A.F. and Is not to be reproduced or copW in whole or in Jacksonville, Florida 32246 UTILITY PLAN A 1 0 = 20' O.C. port. It Is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 A 9/5/06 COAG REVIEW COMMENTS TF Date R Is to be returned on request. C.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. DaTi-+ Revision TIMOTHY A. FOCHT, P.E. of S.V.M. By FL P.E. NO. 60810 EPTEMBER 5, 200 Sheet i W IVC -v •As�1�E - � 0 5 10 20 30 50 .'` I L , P AR • DROP INLET DROPS INLET 1 SEE CIVIL DWGS 4 II SEE CIVIL DWG TRASH CAN ENCLOSURE II �� -..�rrrc�srr�;,a w ; ' • . loop— LANDSCAPE AREA 4q . -r , • 4 ALL 17 jML !C P IL 44 • ; lam ..._ _ _- _J • -= _"' • d • 4 • l401 • •Ilk I UNDER GRO D I • STORM W ER I MGMT S TEM BIKE RACKS TYP. OF 2 i ! •. •' 4 . SEE SPECS Lj ` ! jf i. t • �• . 4 A ! , . 4 • . W v I ° 1 a. • ttL_ Ak�t►L Ll u-9� . q nC�ws■l a ..... NEW BRANCH FCR �• 64 it : . 4. JAX FEDERAL CRED)T UNION . 4 • . PARKING BUMPERS a- I � •4 /J y�-• '/ t ' ! A + , .• � 'r TYP. OF 13 4 1 ...,1 In 49 40 • .• . ° 4 .. <44 4NA I 4e1 ! I BLDG FLOOD LIGH .: . . - • ! • ; �59 TYP. • OF 4 c:.--.ter DS I SEE ELEC DWGS. �� • I I � I I, ! ! • D f I I I i FLAG POL LOODLIGH fL1;�` I SEE ELE DWGS. ILL r ` APPROVED c�xr f tLANTIC B E ACHBUIIDING OFFICESICGN Cato � � 4 .• ` IL ',3/A2.1 fA PR 5 2001 ROP INLET D CIVIL S SITE POLE LIGHT a ECL W % $�� TYP. OF 6 SEE ELEC DWGS. O Q 201P DRPy f .� r • li •' - 11 ».0 NEW LAN SCAP ARE , ' - PROPERTY LINE max. �• ; AX Y , plijil low • 4 i. • 4 i 4 • j 14 • • • : e. 414 A -6 • 44 4i • d•' • I i a . W V, 4 _q* CKEDITUNION NEIN L PE (GRASS) '° d: ♦. NEW LANDSCAPE (GRASS) • 1 - a 801 ATLANTIC BLVD, ATLANTIC BEACH FL 32233 ATLANTIC BLVD. LAND5CAFEFLANM This drawing is an instrument of service and the property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. cal)' o ? an 5G �' 6rj� Job No: 06-001 Sheet No: Date: 4-2-2007 Scale:In C. See Rule ' Drawn: T.J.B. Checked: -0 0 5 10 20 30 50 N _ vV U17r Ki.41EA . Jni sow:PIII00. Q NEW L SCAPE AR ® ► na � + • DROP INLET I +- -- F41I `"" = DRO INLET INLET ✓Au Id SEE CIVIL DWGS (? SEE CIVIL 1%*?19D �► ,�- �y TRASH CAN ENCLOSURE I w C V L DWG •, - II • En L (� —. fir_ �l��Tf�►ti'�I �° '• . .• '_ . . , . NEW LANDSCAPE ARE d. •.d • ' 47P t4f�I .:I10 . 5� Ioy $T1A�l�k r d 4 ° ; '0 . AIAJ zvrJE s L_..J. d • zaNF 3 s 19.4 6r?M 4 __ _ _. i r 4 ' • �/VLA�• �!•J Ln17•1 _ _.... ..: _ ' ._ . . • •. • • / t• A .d • -ZOO...fit;_ ��PM i5� � 4 �� • 4 AP9 3, 4. I I VAN. 16' IS ' •' I UNDER GRO D I ' STORM W ER I I MGMT S TEM - 11" BIKE RACKS TYP. OF 2 SEE SPECS f' I I , 4.4. '5-01 .... d � L4r�,eg I NEW BRANCH FOR JAX FEDERAL CREDIT UNION --� it/ 1•. d i I I I°• ' "Alf PARKING BUMPERS I I •. '' TY P. OF 13 rl .•' �. . d • ' : .' a BLDG FLOOD LIGHTS l I TY?. OF 4 © © © c:-� a NEW LANDSCAP I SEE ELEC DWGS. AREA v I I I I �AfN J�/rA ��u aim I I r�,� FLAG POLE w FLAG POL LOODLIGH I ` J SEE ELE D GS. 5 3 '% MO UMENT 'SIGN I e oo F4� ��% S E DETAIL 3/ _j I\\ DROP INLET �( SITE POLE LIGHT -FAlk.. EE CIVIL DWS TYP F 6 l` r �■�► . 0 Z�2,F5 SEE ELEC DWGS. ��► � " DR LET -S CIVIL DWGS,v - EW LANDSCA E ARE 111 JAX FEDEKAL NEW LANDSCAP - -- _ - - - -- -- - -- _ - s_ "� �'- . - PROPERTY LINE CKEDITUNION ! • •. d ' • !'• • .' ., d d . r ".•. •d , .. • . • • d • • •' , `d. j lC7!`��yC y�N '• ' d 801 ATLANTIC BLVD ATLANTIC d �� •:4 • • • w. •: ' .Q•. •• •4. • • , p • '( • • a• 4 4 i ' r , BEACH FL 32233 . , • A ., 4•, • , d : NEW LAND91CAPE (GRA95) .'d a; , •,' N W LANDSCAPE RASS) ,� IKKIGATION ATLANTIC BLVD. AS lsop This drawing is an instrument of service and the property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to ■ such use, TarponLand5ca �e Job No: 06-001 Sheet No: Date: j?c51-j'ern, Inc. 4-2-2007 ,4 17 Scale: See Rule Drawn: T.J.B. Cqo�)- .G. Checked: — PALMS AND TREES PROPERLY PRUNED OR TIED FRONDS NOTES . .............. • 1. THIS LANDSCAPE PLAN HAS BEEN :DESIGNED IN ACCORDANCE WITH DIVISION 8, SEC. 24-176 ATLANTIC BEACH. 2. PLANT MATERIAL SHALL CONFORM TO GRADE ##1 STANDARDS OR BETTER. 3. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. 4. IRRIGATION SHALL MAINTAIN 100 PERCENT COVERAGE OF LANDSCAPED AREAS. 5. SOILS ARE TO BE AMENDED ADEQUATELY TO PROVIDE IDEAL NUTRIENT AVAILABILITY AND DRAINAGE FOR EACH PERTICULAR PLANT TYPE. 6. ALL PLANTINGS ARE TO BE ADEQUATELY SUPPLIED WITH AT LEAST 2" MULCH OVER ROOT BALL. SHRUBS AND GROUNDCOVERS NOTE: NOTE: TIME RELEASE FERTILIZERS ARE TO BE THREE TIME RELEASE FERTILIZERS ARE TO BE APPLIED WHILE ROOT BALL IS BEING 2"x4"xB" WOOD APPLIED WATERED IN TO ELIMINATE AIR BATTENS WITH POCKETS. TWO HEAVY STRAPS THREE 2"x4" WOOD BRACES NAILED TO BATTENS AND SECURED IN EARTH TOP OF ROOT BALL 1" ABOVE GRADE 3" MULCH 6" SOIL BERM 12" CLEARANCE ON SIDES AND 6" CLEARANCE UNDER ROOT BALL 6" CLEARANCE AROUND ROOT BALL ■ )AX FE [) E -RA- - L CR%EPITUNION X7LAQTkc._ bu\JD, DETAIL ,iJ •` .ti ,, .i- _ .. •-r a...Vit:• .. • •. y 1. •r ar i .• •.. This drawing is an instrument ofservice and the •;; � �°•' - ::•°: •;_�•,: .i:: property of Tarpon Landscape & Design, Inc. and shall remain it's property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. ar ori Landsca e Jobs No: 07-012 Sheet No: Date: 02-05-2007 & L?c,5gn, Inc. Scale: See Rule Drawn: T.Q.B. . Checked. i c� 0 GENERAL SITE NOTES C C S � W 1, SITE INFORMATION HAS BEEN TAKEN FROM A SURVEY FURNISHED BY THE OWNER F- FROM BOATWRIGHT AND DURDEN LAND SURVEYORS DATED 3/13/06 2, SEE THE CIVIL DRAWINGS FOR SITE LAYOUT, GRADING, DRAINAGE, EROSION CONTROL, UTILITIES, RIGHT OF WAY AND ADDITIONAL SITE DETAILS. G.I VLA' 5 .8, y Z 3, NO-WORK IS INCLUDED OUTSIDE OF THE PROPERTY LINE EXCEPT WHERE NOTED. o t - • 00 I •�.. CL - 4, LANDSCAPING CONTRACTOR TO PROVIDE LANDSCAPE LAYOUT FOR OWNER AND ULTIMATELY s '''1t'A kf • LIA& A01, TO CITY FOR APPROVAL AS PART OF THEIR BID, 5, A GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS SITE, BY THE OWNERS P AR CID ' GEOTECH ENGINEER, UNITED CONSULTING DATED 3-16-06, REFER TO SPECIFICATIONS �� �"' DROP INLET II M = DRO INLET a FOR DETAILED INFORMATION REGARDING THIS SITE, +' SEE CIVIL D1NG5 4 II ( SEE CIVIL DWG •• 6, DO NOT DIG UNTIL ALL UTILITIES ON SITE TRASH CAN ENCLOSURE II w - • : ' HAVE BEEN IDENTIFIED, VERIFIED AND WELL FLAGGED, 4 • �. i " Sf-'ASG �inl o SEE CIVIL DRAWINGS FOR ADDINL INFO, .r,�► � - : 7, ALL UTILITIES SHOWN ON THIS SITE PLAN ARE EXISTING CONDITIONS AS DOCUMENTED BY �• • LANDSCAPE AREA* 1 . 4 : '. o � m SURVEYOR AND ARE SHOWN FOR CONCEPTUAL PURPOSES, SEE CIVIL, PLUMBING AND • • ELECTRICAL DRAWINGS FOR NEW WORK UTILITY INFORMATION, } 8. SEE CIVIL DRAWINGS FOR ADDITIONAL TRAFFIC CONTROL SIGNAGE REQUIREMENTS, �' 3 _-+ �� f L— •^ L L.l<.. 2 ° : ,e z 4 .' V SITE NOTES -- . 1 A IGN SEE DETAIL 2/AS1.1A4 4 co W SITE DIRECTIONAL S , . . d �2 DO NOT ENTER SIGN; SEE DETAIL 1/AS1,1 • O u Lr....J . Q �3 4 WIDE PAINTED TRAFFIC LINE TYP, ,� _ i q w rr n4 PROVIDE 411 PVC UNDERGROUND PIPE FOR FUTURE ACCESS, CAP ENDS • .---- --- —-- -----•I A..�1 �',dl�M1�11 ; S N �5 co PAINTED TRAFFIC MARKING I I • f I ,• � Bppd W i UNDER GRO D i / , . STORM W ERLO MGMT S TEM I •° ��• • � _ ' • '' BIKE RACKS TYP. OF 2 (D I a • ' SEE SPECS C/) 4 .• 7 _ LLJ 4 44 LU > J�l.,rl'�l��1J!.•� I I A 1 ' ; u 4, ty Ailantic, reach I J 'hart, ; Ig , Zoning Department •• 1. � J Iw This r a' -e 'fie., compliance with epplieabte I I I • C 1 l\1• �' � t r•L r ( 1 on, s:, divisJnn and other iota) land I '�1 ' i° but does not Constitute I I' I • 4 ' apps•, ..• ;o r lie issuance of permits. Compliance •, iNEWNCH FOR i�h �" �ia F � ding Code and all other applicebk Fr,d Federal permitting requirements I ` ' • t local ,, . ' • rr..i f muse r e nfied by ature of the C' of Atlantic 1'' �•uildir �f l riot to «. I I ,. 1 .. .. ; 'a JAX F E D E RAL .CREDIT UNION • p 11 • ", 0 Bui ng aa'nit. CL I . . App,-Ove, � E� 7�10pmeftt i I Il . . ��, PARKING BUMPERS /� y� I 11 °r '• f � '�• TYP OF 13 ...� 'Date -G� I '' a' I I + II +. , •�' PA L AA. n + i I I •• :.,NT 4 >=° • 0 . 4 � 1 � G = .' . d d •. f11 All v rn PAINTED METAL I I BLDG FLOOD LIGH ° 4 `�' y' 4 N DS w _ ; POST I �'� ttr:.""� fY °. os TYP. OF 4 �—� - � _ 0 i DWGS. " • SEE ELEC - z ` 0c°" � D II J Q n 7 I M /�y/..(■ t I I p! _a 0 C5 „ ° � 1 FF_ V N N 1-jv I~ I I _ O > I" v — U -0;§"= 2 =� Ii II ( I r. ods m ° . I II . . � � ' •�. � a L I I' FLAG POL LOODLIGH .0\ SECTION *A"m PLAN VIEW o. I I =III I I; SEE ELE D GS, Q � C,_ SCALE; N,T,S, o I I ! �� a .� Z ° I I v y v 0 0 I Y a 0 •.. w 7CLV L r) V U H ��c o O \� O n�O vni� „ q �nr�i,�► >ti � � �� SIGN ALUMINUM FRAME TOri <C/ TRAFFIC SIGN . - .� �� BE NAT, ALUM FINISH „� ,_ „ S�, I ,vim' IL 3/A2,1 SCALE. 3/4114-011 0 L.+J �� z PANEL TO 5E 0 INLET SITE POLE LIGHT O X BLUE R P � � 2051 PLE q•, 611 EE CIVIL DW S ■•■� TYP. OF 6 M SEE ELEC DWGS. u– N /2 1 . 111 2 Y2 a 2 � LI.,J ,L DR a , I--- N O • • ♦ . r a 111„01, S�. NEW LAN SC P ARE -11L OIL LL A _ A PROPERTY LINE z U U PARKING CY. z 0 00, 4 -4 41 4 4 4 .. . () A.T.M. ds4 . 4 • N - UP TELL R ...7 DRIVE f NEW LANDSCAPE (GRASS) CL N L PE (GRASS) •' N - • Z ca LLJ < W LETTERS/AR;ROWS To �E WHITE ATLANTIC BLVD. � pp 107 Mi LJ co LLJ x -� z NORTH V < N Q e Q u TURASITE PLAN %jsk ARCHIT�C L r e �—•! SCALE: 1u=10' a 1011 DIRECTIONAL SIGN 2 S 1 , `o o CSO s _0 of 0 L0 u � v GENERAL SITE NOTES r L C 1, SITE INFORMATION HAS BEEN TAKEN FROM A SURVEY FURNISHED BY THE OWNER W FROM BOATWRIGHT AND DURDEN LAND SURVEYORS DATED 3/13/06 . 'lln� �t 2. SEE THE CIVIL DRAWINGS FOR SITE LAYOUT, GRADING, DRAINAGE, EROSION UTILITIES, RIGHT OF WAY AND ADDITIONAL SITE DETAILS. Av�F-.;; q, F--- CONTROL, U I V / � 3. NO WORK IS •INCLUDED OUTSIDE OF THE PROPERTY LINE EXCEPT WHERE NOTED. VA4�/� V Z V C >- H - - ell w 74 wr-ja EA o cc 4, LANDSCAPING CONTRACTOR TO PROVIDE LANDSCAPE LAYOUT FOR OWNER AND ULTIMATELY C- El „ TO CITY FOR APPROVAL AS PART OF THEIR BID. �"°A� � T �s 7 R 3 s� 38�' I m '� 5. A GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS SITE, BY HE OWNER L I�A7 do -----9 NEIN L SCAPE AR ® 18 GEOTECH ENGINEER, UNITED CONSULTING DATED 3-16-06. REFER TO SPECIFICATIONS � �� DROP INLET i s' DRO INLET �'�: a' `: FOR DETAILED INFORMATION REGARDING THIS SITE, k SEE CIVIL DWGS cD SEE CIVIL DWG �' T DIG UNTIL ALL UTILITIES ON SITE TRASH CAN ENCLOSURE I lLi YCF J HAVE SEEN IDENTIFIED, VERIFIED AND WELL FLAGGED, --- ° o • SEE CIVIL DRAWINGS FOR ADDINL INFO. _ ego c 7, ALL UTILITIES SHOWN ON THIS SITE PLAN ARE EXISTING CONDITIONS AS DOCUMENTED BY N o ' NEw LANDSCAPE ARE 44 4 ' ; t0 d PURPOSES, SEE CIVIL PLUMBING AND 1rAI FdO f2 t ♦� ' SURVEYOR AND ARE SHOWN FOR CONCEPTUAL , ELECTRICAL DRAWINGS FOR NEW WORK UTILITY INFORMATION, v �gitj 1w HR���l�•���.�—.- r�n 4 ♦ ` • ' 8. SEE CIVIL DRAWINGS FOR ADDITIONAL TRAFFIC CONTROL SIGNAGE REQUIREMENTS. &,i1 :WAY—Am z '� p ZONE 1 t lG-S5l,�� L--� e •' , SITE NOTES �N�� Z a � r r/I1' 4] �, �� �� '•'- ..+- rr rte+ .r ... ,,,,, ..mow, r--.."" ' . •+ ... " .• ` ' • r .. •• • / V J 1-11DIRECTIONAL SIGN' SEE DETAIL 2/AS1.1 �Mf H' I'.�' .— --= SITE , , 0 NOT ENTER SIGN' SEE DE;TAtL 11AS1,1 � � .• •' ° v V 0 D 4 Z cc� 1-31 4" WIDE PAINTED TRAFFIC LINE TYP, 3 ' 0 �4 PROVIDE 4" PVC UNDERGROUND PIPE FOR FUTURE ACCESS. CAP ENDS -- ---- •—--------t ' VAhl 91,° ' : D g /r- J 00 �5 PAINTED TRAFFIC MARKING I i UNDER GRO D z x • amu STORM W ER I '• 'il z " MGMT S TEM I Q a I BIKE RACKS TYP. OF .2 C.7 I •,. SEE SPECS C� = z 4 co W h .t I I 0 0 < MAIN LINE I I ! •a . ', I uj �. • � ` Il rrr ...,., 1. •. •, ; CL cn CIO LU I I •� .01 ATji�RA�- I I NEW BRANCH F L � UNION JAX FEDERAL CREDIT , 7. .• , am i I . e� PARKING BUMPERS i I _ • r` TYP. OF 13W LANDSCAPE ARE A?..- y J / \ v . 4 1. I _ a e I I . C� a •'� PAINTED METAL I I ELIDG FLOOD LIGHTS ° 4 ' ' ' ' Q - �' ' N co 0 POST I I TYIP, OF 4 --�—�-- o a EW LANDSCAP I � V AREA •� ° SEE ELEC DWGS• W ` °" �- n zo c ` E z I I IN ,�Bip FLAG POLE o z a o I � 0 �r —' O �,o �o y I t-• p 3 ,�a� - �- -� *A"- w I I I I I I III• IV � � � �;ata 1.. SECTION A - PLAN VIEW7,4..'�� I I FLAG POL LOODLIGH aoa�0co ,�' I ,. 11-J SEE ELE D GS, .. '� z �. SCALE: N.T.S. I I I' p J o -a o o WNy o `0, ��Z) a ►. Li. U V 4- Q.0- o0 h� I O o o a -yam ALUMINUM FRAME To TRAFFIC SIGN I MI MO UMENT SIGN BE NAT, ALUM FINISH � I I � � • E DETAIL 3/ z SCALE: 314"a11-011 S 1 , I o °o �► � . o PANEL. TO BE • DROP INLET r SITE POLE LIGHT \ ` ��u�/ 0 2051 PLEX BLUE0 EE CIVIL DW 5 TYP. OF 6 ` �� 4 6 �� V�A1U IWO �,., SEE ELEC DWGS. 2y 111 ®® y _ 2 111 2 y2 DR LET I-" U. .5 CIVIL DWGS v EW LANDSCA E ARE -- "Apt �— A - .- - - -- - - - - - _ W 1% PARKING NEW LANDSCAP �` PROPERTY LINE �— v 0 V_ VA V4 AsTuMs _& 14 tt r `� _ �'* e . DSCAPE BASS) DRIVE UP TELL R NEW L ND9CAPE (GRA 1 • ' •-•° ,,. ' 4 N W LAN , .►• W LL cc roll LETTERS/ARROWS ,� � � To BE WHITE ATLANTIC BLVD. ✓aN 40 � pp � �. W � � Q LL o ,.W_ c uj x LO z < V 4' _ NORTH 4 o u ARCHITECT-URAL SITE PLAN --•' SCALE: 1un1a �y q Iy 1 1011 v DIRECTIONAL SIGN 2 N o v � s . 0 o ■ PALMS AND TREES PROPERLY PRUNED OR TIED FRONDS NOTES : 1. THIS LANDSCAPE PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH DIVISION 8, SEC. 24-176 ATLANTIC BEACH. 2. PLANT MATERIAL SHALL CONFORM TO GRADE 01 STANDARDS OR BETTER. 3. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. 4. IRRIGATION SHALL MAINTAIN 100 PERCENT COVERAGE OF LANDSCAPED AREAS. 5. SOILS ARE TO BE AMENDED ADEQUATELY TO PROVIDE IDEAL NUTRIENT AVAILABILITY AND DRAINAGE FOR EACH PERTICULAR PLANT TYPE. 6. ALL PLANTINGS ARE TO BE ADEQUATELY SUPPLIED WITH AT LEAST 2" MULCH OVER ROOT BALL. SHP-L %,UBS AND G -lLPLOUND COVERS NOTE: NOTE: TIME RELEASE FERTILIZERS ARE TO BE THREE TIME RELEASE FERTILIZERS ARE TO BE APPLIED WHILE ROOT BALL IS BEING 290x4"xB" WOOD APPLIED WATERED IN TO ELIMINATE AIR BATTENS WITH POCKETS. TWO HEAVY STRAPS THREE 2"x4" WOOD BRACES NAILED TO BATTENS AND SECURED IN EARTH TOP OF ROOT BALL 1" ABOVE GRADE MULCH 6" SOIL BERM 12" CLEARANCE ON SIDES AND 6" CLEARANCE UNDER ROOT 6" CLEARANCE BALL AROUND ROOT BALL )AX FEPERAL 0." PIT UNION DETAIL :' .. This drawing is an instrument of service and the property of Tarpon L ndscape & Design, Inc. and shall remainit's property: The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to ■ such use. ar ori Lanolsca Job No: 07-012 Sheet No- 5 g o:sfroc. Date: 02-05-2007 Scale: See Rule Drawn: T.J.B. Checked: a v v c a •` c a b ABBREVIATIONS SYMBOL LEGEND CODE REVIEW U FLORIDA BUILDING CODE - 2004 EDITION WITH 2005 SUPPLEMENTS A.F.F. ABOVE FINISHED FLOOR LLV. LONG LEG VERTICAL A I 1 SHEET REFERENCE N A.P. ACCESS PANEL L.P. LOW POINT PVC CAP (TYPICAL) - FLORIDA CAL CODE - 2004 EDITION A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER o a 00 A.B. ANCHOR BOLT MAS. MASONRY �6" FLORIDA PLUMBING CODE - 2004 EDITION 0DRAWING NAME ARCH. ARCHITECTURAL M.O. MASONRY OPENING _ NOW 4" DIA. STEEL GUARD POST A.D. AREA DRAIN MAX. MAXIMUM CONC. FILLED W/ ROUNDED PVC _ FWMA ELECTRIC CODE - 2004 EDITION DRAWING TITLE , B.U. ROD BACK-UP ROD M.E.P. MECH./ELEC./PLUMB. CAP, PAINTED BY EXTERIOR - o BSMT. BASEMENT MECH. MECHANICAL PAINT CONTRACTOR INTERNATIONAL FIRE CODE - 203 EDITION BM. BEAM M.D.F. MEDIUM DENSITY FIBERBOARD 1 a B.M. BENCH MARK MTL. METAL ENLARGED PLAN DETAIL NRA 101 - LIFE &AXETY CODE - 2W3 EDITION s U BLKG, BLOCKING MIN, MINIMUM A1.1 PREFAB METAL FORMS N ACCESSIBILITY - CHAPTER ll FLORIDA ACCESSIBILTY CODE FOR BUILDING U Y BD. BOARD MISC. MISCELLANEOUS 1/2 PREFORMED I cOo BOT. BOTTOM MOD. MODIFIED EX JT MATERIAL CONSTRUCTION - 2004 EDITION o BLDG. BUILDING MOD. BIT. MODIFIED BITUMEN c CD B.L. BUILDING LINE M.S.L. MEAN SEA LEVEL 2 DETAIL REFERENCE GRADE VARIES SEE CIVIL • '. .' �o o to o B.U.R. BUILT-UP ROOF N.A. NOT APPLICABLE A1.1 �P _ •; -' B.G. BUMPER GUARD N/A NOT APPLICABLE ' C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT 7 CLG. CEILING N.T.S. NOTSCALE 3 i AREA CALCULATION O CEM. CEMENT 0.C. ON CENTER A1.1 SECTION REFERENCE F= CTR. CENTER OPNG, OPENING U C.L. CENTER LINE OPP. OPPOSITEm CER. CERAMIC 0.H. OPPOSITE HAND ONE STORY CL co C.T. CERAMIC TILE OVER HEAD 4 TOTAL, FLOOR AREA' 3,488 SQ. FT. w o COL. COLUMN O.D. OUTSIDE DIAMETER EXTERIOR ELEVATION -- 12 DIA. CONC. PND. CONC. CONCRETE OVERFLOW DRAIN A3.1 U C.M.U. CONCRETE MASONRY UNIT 0.A. OVER ALL CONST, CONSTRUCTION PTD. PAINTED DRIVE-UP BOLLARDS p o CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE U W rn OCCUPANTCLOAD CONTR. CONTRACTOR PREFAB. PREFABRICATED P1 PARTITION TYPE � � o N C.J. CONTROL JOINT P.T. PRESSURE TREATED J Z r COORD. COORDINATE P.L. PROPERTY LINECD pipe bollard USE GROUP B - BITS C.G. CORNER GUARD PLUMB. PLUMBING '+ m w w DET. DETAIL PLYWD. PLYWOOD � PLAN KEY NOTE n.t.s. — � Z DIA. DIAMETER P.C. PRECAST CONCRETE CS1 . FLOOR AREA ALLOWANCE PER OCCUPANT 100 GROSS 5Q. FT. Z � C DIM. DIMENSION PORTLAND CEMENT � + D.S. DOWN SPOUT RECP. RECEPTACLE WrAL OCCUPA�� S - 35 w X Q M 204 DOOR REFERENCE F- o � „ DWG. DRAWING R.C.P. REFLECTED CEILING PLAN z Waco DN. DOWN REF. REFER OR REFERENCE J Z Ln EA. EACH REINF. REINFORCING Q M a E.W. EACH WAY REQ'D. REQUIRED 204 WINDOW REFERENCE ELEC. ELECTRIC R. RISER CONSTRUCTION TYPE E.W.C. ELECTRIC WATER COOLER RAD. RADIUS �•1 � JCL EL. ELEVATION R.D, ROOF DRAIN JA 9'-0" CEILING TYPE & HEIGHT �r ,- ; -� LL ELEV. ELEVATION RM, ROOM Q�T�YPE vJ> EQ. EQUAL R.0. ROUGH OPENING EQMT. EQUIPMENT RW, RED WOOD A NOWSPRNUERED w EXIST. EXISTING S.A.B. SOUND ATTENUATION BLANKET D A2.1'B INTERIOR ELEVATION E.J. EXPANSION JOINT SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION FIN. FINISH SH T. SHEET F.F. FINISH FLOOR SIM. SIMILAR BEARING—HEIGHT FLASH. FLASHING S.O.G. SLAB ON GRADE 0'-0" ELEVATION LINE PLR. FLOOR SPEC, SPECIFICATIONS QF EG S �. F.D. FLOOR DRAIN SQ. SQUARE \� FT. FOOT S.S. STAINLESS STEEL REVISION CLOUD AND ���,�p �y��+ r� �y��r F.R.P. FIRE RESISTANT PANELS S.P. STAND PIPE O REVISION NUMBER NUMBER OF riAll►7• 2 c-1 GALV. GALVANIZED STD. STANDARD .._ G.L. GRID LINE STL. STEEL GA. GAUGE STRUC. STRUCTURAL GEN. GENERAL SYS. SYSTEM GL. GLASS THK. THICK GYP. BD. GYPSUM BOARD T.&G. TONGUE & GROOVE HDBD. HARDBOARD T.C. TOP OF CURB HDW. HARDWARE T.O.P. TOP OF PARAPET G E N E R A L N O T E S N HDWD. HARDWOOD T.O.S. TOP OF SLAB HT. HEIGHT T.0.STL. TOP OF STEEL o a H.P. HIGH POINT T.W, TOP OF WALL 1. DO NOT SCALE THE DRAWINGS. N a L ; U H.M. HOLLOW METAL T. TREAD cw.r- c HOR. HORIZONTAL TYP. TYPICAL 'o FIELD VERIFY CONDITIONS PRIOR TO COMMENCEMENT o y H.B. HOSE BIB U.N.O. UNLESS NOTED OTHERWISE 2. W o " c cyp•� t a�yu �� HR. HOUR V.GR. "V"-GROOVE Z m INSUL. INSUDLATDIAMETER VEST. VESTIBULE O Z a 0'6 OF EACH PORTION OF THE WORK � Q �°� o INT. INTERIOR V.W.C. VINYL WALL COVERING O Q O� a T (� v 0 JT. JOIN V.C.T. VINYL COMPOSITION TILE -- a -vm' oa�t 3. ALL DIMENSIONS ARE TO THE COLUMN CENTER LINES W 0° 0 ��� N LAV. LAVATORY W.P. WATERPROOF (ING) v � ` o .. LG. LONG L T. LIGHT W w M WOR ED POINT WRE MESH OR TO THE FACE OF STUD OR MASONRY UNLESS co a F- C LOC. LOCATION W.F. WIDE FLANGE o W Q Z r b 0 3 H LONG LEG HORIZONTAL o f r 0 a LL W WITH � W c O W/o WITHOUT NOTED OTHERV�i�ISE. y o` _ 0 w U U cu CL a °� v a� o o U WD, WOOD W.W.F. WELDED WIRE FABRIC . . z � p o - ZM LL M N N W U - = — UU u.] LL w o m H Z Ug = Q UJ ZQ � � m w U I..L Z co � Q W F- H Q W LL 00 o X: 3: co W a U _U) W Z O c U ioff r. I � En r mob' , co �� i� "YO06 _0 O a v c o c SINGLE-PLY ROOFING T PARAPET 28'-3" A.F.F. RIGID INSULATION � ON METAL DECK T STEELSINGLE-PLY ROOFING - - STEEL JOIST, 25 -3 A.F.F. - --� 00 - SEE STR. RIGID INSULATION j N STEEL JOIST,1111111111771111 111 11�1 1117 O SEE STR. OIL T STEEL 24-0 A.F.F. T STEEL a 24'-4" A.F.F. (� Y L U BEAM, SEE STR. I � o c: r N p N 6" METAL STUDS BEAM, SEE STR. - « x x T PARAPET x Ix x iR-19 BATT INSULATION 14'-6" A.F.F. z 6" METAL STUDS 1 1/2" EIFS ON 0 t R-19 BATT INSULATION ._ 1/2" DENS-GLASS OC OBO GOLD SHEATHING 1 1 ON PROVIDE 1" VENT WITH SCREEN --- - /2 EIFS AT EVERY 4TH STUD SPACE a- 1/2" DENS—GLASS � � __ T CEILING _ - FLASHING W O GOLD SHEATHING 21 -0 A.F,F. TURN ROOFING U -- UP PARAPET �� � �'� __- - P.T. 2x8 WITH RIPPED EDGE Z Co SINGLE-PLY ROOFING \ �-�_ _--- P.T. Zx5 T PARAPET Q �--A.C.T. � - - � ---- 14-6 O A.F.F. (� P.T. 2x4 CONT. RIGID INSULATION W " \� 1 112" VENT CONS- ~ N I STEEL JOIST - - - STANDING SEAM ROOF / OO g0 O ,J z00 A__L �WIND _ W/ BUG SCREEN — • L 19 - j SEE STR. ON #15 FELT ON 3/4" o + +�y EXTERIOR GRADE PLYWOOD P.T. 2x4 W/ 2" GAP- m z TS, SEE STIR. + + +,; AT EACH END x _ x x P.T. 2x4 BLOCKING o 0o - FLASHING Z � � � `` , < - -- _ TURN ROOFING V - _ _ SEALANT - -- -- - . � x x x PROVIDE BRIDGING 5 8" GYP. BD. �� - -` -`---`---`-------`-`-` `-` W/ EDGE RIPPED f _ W U PARAPET - - -- P.T. 2x8 WITH RIPPED EDGE F- Z " N AS REQUIRED, SEE 1 / BETWEEN METAL STUDS = C/� SINGLE—PLY ROOFING -- - r W 0 kr)'� g STR. SEALANT �* 0 FLASHING RIGID INSULATION �, -- TURN ROOFING UP - A.C.T. TURN EIFS FINISH WALL 6 MIN. _ UP FASCIA AND COVER STEEL JOIST, ��� - STANDING SEAM ROOF, SEE STR. ++ + + , �J WITH FLASHING , ON #15 FELT ON 3/4 ...� EXTERIOR GRADE PLYWOOD j.n BEAM BOTT. SOFFIT -- EIFS DRIP ��� BEYOND 11'-0" A.F.F. = V7 -- - - P.T. 2x4 BLOCKING W BEAM EIFS DRIP > �� W/ EDGE RIPPED SINGLE-PLY ROOFING SEE STR. -- --- _ �� � BETWEEN METAL STUDS 1 -2" CONT. SOFFIT RIGID INSULATION - YKK YH 55 0 FI -' VENT WITH SCREEN LOOKOUT, � ON METAL DECK �_ �r STOREFRONT SYSTEM - ,; _ SEE STR. - FLASHING STEEL JOIST, u 1 1/2" EIFS , _ - TURN EIFS FINISH SEE STR. r a TS W/ CONT. L j i+++ �+ UP FASCIA AND COVER x ,x x x — - x x x SEALANT A.C.T. 1/2" DENS-GLASS GOLD � SEE STR. � ++ WITH FLASHING BOTT. SOFFIT OL - FLASHING _- x 11'-0" A.F.F. 5 8" GYM. BD. ON-- TURN N- - 3" EIFS T STEEL / EIFS DRIP I TURN ROOFING UP 6 METAL STUDS T 171 - - 2" CONT. SOFFIT WALL 6" MIN. 1 1/2 EIFS VENT WITH SCREEN INSULATION 1 1/2 EIFS ON - } - 1 112" EIFS _ 112" DENS-GLASS A.C.T. ° N GOLD SHEATHING - 112" DENS-GLASS GOLD BRACING, - - TAPERED RIGID INSULATION SEE STR. INSULATION 75 SEALANT N 4" P YW KOL 0 3/ L OOD DEC to , ; , TOWER WALL j SINGLE-PLY ROOFING BEYOND W ) �'" 5/8" GYP. BD. ON - 1 112" EIFS z _ ° c O - SILL '� GRAVEL STOP � 6" METAL STUDS O Z a 11 —0 A.F.F. �, y a�t I Q Z , o U " P.T. 2x4 I TS SEE STR. -- - 0 J O A.C.T. - LL > V �� a�� O � L � o � L L m a N O P.T. 2x6 W BOX BEAM MADE OF T CHANNEL YKK HS 50 I - Q D. 8 t N o OQ oma' 2 10" METAL STUDS 9'-8" A.F.F. W Q o :. ( ) _ O. T „ ` TOR FR NT SYS EM _ ; r o 3 AND (2) 6 RUNNERS ����� TOWER WALL ° W O �, a U U � �occ BEYOND Q y a - 5/8 GYP. BD. a t On.� a r- a� om� 5/8" GYP. BD. - - CHANNEL, SEE STR. (2) P.T.2x6 1/2" JOINT W/ - SEALANT TS, SEE STR. n. -yr, 1 1/2" EIFS ON 1/2" DENS—GLASS SEALANT I I GOLD SHEATHING ON 6" STUDS, SEE O STR. FOR STUDS INFORMATION LL O M SEALANT TURN EIFS FINISH c*4 DOWN SLAB EDGE M W LL i ,. LL W GRADE caLLI I LL o --TURN EIFS FINISH - WN A G 00 I DO SLAB co iL a Q ~ LL U o 3 WALL SECTION � o W co j GRADE ° cf) W SCALE:3/4„ - 1 ,_0" -� L � SEE STR. FOR „���� _ SLAB INFORMATION ADA COMPLIANT HIGH x 4 WIDE ALUM.J THRESHOLD m . 17177- 1— -� 4 WALL SECTIO ( -� ,t,� ,:.J' _���, _ 1 Cfl WALL SECTION Y 2 WALL SECTION . s SCALE.3�4" 1' 0" c A3. 3 0 SCALE:3 4 = 1 -0 SCALE:3 4 = 1 -0 �, C? A3. 3 A3.3 � 2 .2 2016 oa) < SINGLE-PLY ROOFING ,c o - RIGID INSLUATION 1/2" PLYWOOD a i U METAL DECK - - �• C M k H 1 1/2" EIFS I 1/2" DENS-GLASS GOLD -� a 000 6" METAL STUDS - COLUMN, SEE STIR. 5/8' GYP. BD I I I SEALANT f INSULATION - --�' - P.T. 2x6 BLOCKING STEEL JOIST, SEE STIR. TURN TURN ROOFING UP PARAPET SINGLE-PLY ROCFING a 17, U _ -P.T. 2x6 BLOCKING RIGID INSULATI TELL DR VEP WINDOW U BY BANK EQUIPMENT SUPPLIER STEj I SEE ESTIRJOIST, � o t0 -0 TOP PARAPET > 10 0 co o w 19 _10 A.F.F. o L f - -ATTACH RUNNER TO -== JOIST, SEE STIR. i KOO'4� PLAN DETAIL Z O 1! rA3.4 SCALE:3/4" = 1 '-0" U _ F- }-- 3 5/8" METAL STUD @ 24" O.C. MAX L1.J TiftO n _- U —�° 04 CV ----BRIDGING AS REQ. Q Lu o N o � 1/2" DENS-GLASS GOLD - - J Z r co _ W CD _ W w i FIBER CEMENT -- - -- - _ __ �- � w Z �� SIDING -- - Z o � o -- U � " N FLASHING @ poN _ Z u a o0 BEAM, __ W L) Ln n o 5/8" GYP. BD. SEE STIR. {r Q M a 40911 INSULATION + 0 ...,� TOP METAL PAN. ++ j WALL SECTION . LL - 13-4 A.F.F. + + TS, SEE STR,A3. q- SCALESTANDING SEAM ROOF - - - _ — LLJ F ON #15 FELT ON 3/4" * - - EXTERIOR GRADE PLYWOOD rn i SINGLE-PLY ROOFING TURN EIFS FINISH 1'-0" I RIGID INSLUATION UP FASCIA AND COVER --- _ � - - - --- � WITH FLASHING + � 5/8 GYP. BD. SOFFIT - \ ON 3 5/8" METAL STUDS FLASHING W/DRIP -- - i METAL DECK BOTT. SOFFIT , - : . ; . - AT 24" O.C. MAX. 11 -0 A.F.F. or FIBER-CEMENT SIDING + � N 1DENS-CLASS � "' � � ,= �-5,/8" GYP. BD. ON 0 2 / � 6 METAL STUDS GOLD ON 4" MTL. STUDS EIFS DRIP 1'-5" - --SEALANT SINGLE-PLY ROOFING �' STEEL JOIST, SEE STR, RIGID INSLUATION - 0 N TURN ROOFING 12" MIN. UP WALL- METAL ALL n N o N METAL DECK - x - -LINE OF GYP. BD, 3 SOFFIT BEYOND Lu V Z o Y o v c - -ATTACH RUNNER TO 0- JOIST, SEE STIR. 0 - m O Z � aoa� c Q Z �,n2 o, - BRIDGING AS REQ. Q y c .N LL P: " on � BEAM SEE STIR. - O U o 0 :01. t 5/8 DENS-GLASS GOLD LU 0 0 r - - --- 3 5/8 METAL STUD fi d � t - @ 24" O.C. MAX o o c Q. o � 1 1/2" EIFS- -- - ---- -- --- - - J Q Z . o o o w 0 o ° �`nav ; OCULI -`-0 3 Q y QC `- . P.T. 2x6 BLOCKING -- -- - � ^� o a�o N YKK YHS 50 Fi o STOREFRONT SYSTEM - - TOWER WALL - - Z - - BEYOND • o_ SUSPENDED - 9 1/2" M CEILING ® --- ---- - -- Z N 10 A.F.F. I N M 5/8" GYP. BD.- U - EIFS FINISH ON - W 2 WALL SECTION FACE OF TURN LL m „ _ „ DOWN SLAB _ V- � U SCALE:3/4 - 1 -0 A3. 0 F_ GRADE -- — SEALANT Z 12" CONCRETE - \ Q -SLAB, SEE STIR. p VAULT WALL. - VAULT DOOR JAMB � � 1 1/2" EIFS J I Q m 1/2 DENS-GLASS GOLD - 7/8" METAL FURRING -!, F F 77, 777 77 7 �A I } J STRIPS AT 24" O.C. Z 6 METAL STUDS 5/8 GYP. BD '� Z W w �- -- 5/8" GYP. BD - Q Q Q �1 - 7/8" METAL FURRING - � o Z STRIPS AT 24" O.C. `, "�� � ' � � � � _ - w a 6 METAL STUDS - I F— J L LJ ( co 12" CONCRETE 6 `' VAULT WALL. 7/8" METAL FURRING STRIPS AT 24" D.C. 5 WALL SECTION a s .. PLAN DETAIL � `� 5/8 GYP, 6D SCALE.3/4" = 1'-0" 4 x�� o M A3. 4 SCALE:3/4 = 1 0 ' 2006 o co 0 12 - --BOLLARD 1 112" EIFS 0 SEALANT (TYP.) r 1- 112' 1 1/2" EIFS P.T. 2x8 BLOCKING I < / INSULATION —� GYP. BD. y 1/2" PLYWOOD -- -- - - _ -5/8" GYP. BD - j -- - - ------- ------ -- ---- - r. 1/2" DENS- �= 3/4" PLYWOOD GLASS GOLD --- P.T. 2x6 BLOCKI BREAK METAL PAINTED ING TO MATCH EIFS --- ---- - ---------- -- EIFS 112" DENS— GLASS -- - _ GLASS GOLD --1/2„ DENS GLASS GOLD '� ----6" METAL TAL STUDS B i X X X N COLUMN, SEE STR. c o 1/2" EXTERIOR - P.T. 2x6 BLOCKING 1/2" DENS-GLASS GOLD U U a GRADE PLYWOOD ��__ - - Y --LINE OF DRIVE- I L)cv .� N `r THRU I SLAND � - � 6" METAL STUDS - 'i ---- ---- 3 5/8" METAL STUDS ---COLUMN, SEE STR. 1 1/2" EIFS V-01/211 y in 00 3-4 1 -0 1/2" 1'-8 1/2 ---COLUMN, SEE STR. ------------ - O 4 WALL DETAIL I r U 11 10 3-5 SCALE:1" - SEALANT AND 7 v ALL DETAIL a~' c BACKER ROD z LLJ O A3.5 SCALE:1" 1/2" PLYWOOD ---- - �t. V v 1 WALL DETAIL -- . ---1x8 PAINTED z • � 3 � '� ,� TRIM BOARD � SEALANT (TYP.) P.T. 2x6 BLOCKING ! O A3. cJ SCALE-l' = 1 ' 0" 4► 2" 1'-1 1/2" - - - ----- ---- - SEALANT - ----- CN CN j 0 W --3/4 PLYWOOD �' a V' Z 00 C)5 6 P.T. 2x6 BLOCKING - I w _ - ------- --- - -------- Z L< --- - 8 GYP BD R un-- k ---- --- ---------- Q _ K w a! 3 5/8" METAL STUDS - -- I - 5/8" GYP. BD - CO - (� ~ Z " CN COLUMN, SEE STR. Z w - INSULATION INSULATION ---- - U� o ; Z co 1" PLYWOOD - - ----------- --- -- --- 3 5/8" METAL STUDS 1 r Q :5 �� /2 PLYWOOD --- \ �► - SEALANT 6" METAL STUDS 5/8 GYP. BD �� _ 6" METAL STUDS -- _ 0 ....,r -- 6" METAL STUDS --- -- --- - - - -- _ -- -- - -- - - - 5/8" GYP. BD --- ----- -- 4 ---------- Ln uj .T. 2x6 BLOCKING Wj -- ---- -- - - - _ PLYWOOD FILLER / �/ ��-5/8 GYP. BD ---- - - --- RETURN EIFS FINISH mollX10 PA 6" METAL STUDS ST WINDOW JAMB X, ) 1 X K —INSULATION -- X , _ P.T. 2x4 BLOCKING - ---- --- - Y y ,�- -- N P.T, 2x6 BLOCKING Y - -------- — J CN P.T. 2x6 BLOCKING - /2 PLYWOOD -1 1/2" EIFS COLUMN, SEE STR, --- - 1 SEALANT -- ----- �..,, I ---- - - -- -- 1/2" DENS- --' 1/2" EXTERIOR ------y -- FACE OF COLUMN � FI -/ �\ BER CEMENT SIDING -_ GLASS LD GRADE PLYWOOD � y SEALANT \ \ 112 DENS-GLASS GOLD - -- 5/4x4 CORNER BOARD (-TYP.) 3►-4,. -- A - - ---------------------------- ------- --- --SEALANT _--1- ' COLUMN, SEE STR. --------- - FIBER CEMENT SIDING - o \ J� o v-----5/4x4 CORNER BOARD o �, 2 WALL D �,\ \ --1/2" DENS-GLASS GOLD ;� � y 3 „ �, SEALANT -- Z A3. SCALE:1 = 1 -0 / O < < ° °. Z � -�ym yu ,� �--- 5/4x4 CORNER BOARD - Of Q Z �, a� L DETAIL LL Q ° li y� 0,�� 2 > �' 5 o 0 O V -0 a� 1 —0 W �/ m3 a° 0.° F_ � a o 1`07 WALL DETAIL W a c ° � P.T. 2x4 Q ° 0 c BLOCKING --5/8" GYP. BD - A �, >° W 0 O v a'�o o.3 o C a 3. SCALE:1 a 'Cy 4'-11 1/2" 10'-8 1/2" 11 c 610 v FINISHED FILLER 2'-7 1/2" 2'-0" 3'-0" 3'-0" 1/2" FILLER A4.1 a ALL CEILING / - - - - 10'-0" - ADJUSTABLE CABPL IN ET - - -- - -- - - - --- - - - - SHELVES (TYP.) � (TYP.) PL COUNTER TOP & BACKSPLASH PL-2 11 14 A4.1 A4.1 IN - y A4.1 i _ _ fi PLAS LAM - P PLAS LAM COVER ^ , COUNTER AN M /\\W��L,,CAZBINET PL-2 - -�- I BACKSPLASH PL COUNTER AND c v MI OWAVE `,' coBACKSPALSH 1 Q "'Aix `„ U II � uLo s Y s PLAS LAM COUNTERTOP W SHELF PANEL - FINISHED `"I AN A / EL �o D BACKSPLASH I _ _ PL BASE I o FLOOR PL-3 _ NIGHT CABINET � 0 REFRIG I - DEPOSIT - - I co ; � - INTERMEDIATE (TYP.) o o SUPPORT CABI j PL- I I o Y o K BA E I "' SEE SECTION 5 ON A4.1 0 \ADO S 0 LY N Q METAL UNDER COUNTER - FOR CONT. OF CABINETS _ COUPON BOOTH ELEVATION 3'-0" 0" 3'-0" SEE PLAN FOR COUNTERTOP F- zi EQUIPMENT BY IW - ---3'--- - -- - - U CONTRACTOR CONFIGURATION (n � A4. SCALE:3 8 2 -0 3'-0" - 3'-0 1/2" FILLER 15'-8 3/4" - ~ o 2'-8„ - 8'-01/2„ 0 DRIVE UP E � IL) 4 INTERIOR ELEVATION z • A4. SCALE:3/8 - 1 -0 O o 7 A4. 1 SCALE:3/8" = 1 '-0" U CN A4.1 CN Q H a Z " To _ W 2 KITCHEN ELEVATION " 'I mco w LW 4 OHANG VINATE ER 1 '-0" z = z CN IORSCRIE 0 L . Q C NOTES: (TYPICAL) W oM o 11,111� 1. PROVIDE BLOCKING AS REQUIRED. f= Z N 2. ALL INTERIOR SURFACES TO 4" = J °O A4.1 BE WHITE MELAMINE. 1'x1u ALUMINUM w In f o ANGLE CLEAT Q Q M QNt ADJUSTABLE 3. SEE FINISH PLAN FOR ADDITIONAL SHELVES (TYP.) INFORMATION. 4. SEE ELEVATION FOR ADDITIONAL 4 INFORMATION. 0 ..,,i LL co P. LAM. COUNTER 21-111 77 FINISHED PARTITION _ TOP BEYOND PROVIDc u - PL WALL CEND HANGE EL AT HEIGHT16 CABINET DETAIL N CABINET 3/4" PLYWOOD COUNTER TOP (TYP.) WITH PLASTIC LAMINATE TOP - -- -- - P. LAM. COUNTER �A4, 1 TOP W/ BACK SPLASH Co PL COUNTER AND 3/4" PLYWOOD BACKSPLASH BACKSPALSH WITH PLASTIC LAMINATE 0 0 0 3/4" PLYWOOD DOOR WITH PLASTIClu --- - ----= -- �,� - - PL BASE LAMINATE. PROVIDE CONCEALED E CABINET HINGES AND BUILDING STANDARD -t 4 (TYP.) WIRE PULLS ----- N t"x II' ALUMINUM it i� w o CLEAT ANGELS WRAP PIPES TO COMPLY WITH CODE - a a CODE FOR HANDICAPPED _ >> " P. LAM. SUPPORT ACCESSIBILITY -- �_- I �,_, - �U SCC ELEVATION T7 ,�- w POR LOCATIONS I W _ ALIGN W/ ADJACENT 4 PLASTIC LAMINATE BASE; o ' N " P. LAM. END PANt:L -~ TOE KICK ATTACHED TO DOOR TO SEE ELEVATION INTEGRAL TOE KICK FOR LOCATIONS ATTACHED TO DOOR PROVIDE MIN. 3'0" CLEAR PANEL ACESS AT SINK AREA. - `- - 7° 1'-0" 6" SCHEDULED FLOOR o , FINISHED FLOOR - --- __ - FINISH 3 5 INTERIOR ELEVATION " w TYP. INTERMEDIAT W .y A 4. 1 SCALE:3/8" _ 1,-0„ � 2'-0�� ---- SUPPORT Z Q o �EL m r15 CABINET DETAIL oz 7 SECTION AT BASE CABINET 8 SECTION AT COUNTER TOP SCALE: 4" = 1 '-0" J OZ V) ,N0 � A4. 1 3/ O y�� A4. 1 SCALE:3/4 = 1 -0 A4. 1 SCALE:3/4 = 1 -0 cu w j �j ° ' WI H SIN o0 � �mo W � (n � Q, o � ca-- c �+ 6- C/) - (n oo ° o ov+ W Q _ 0 . a �/a t 3 O Lu Z o O v o /2 W o O 3 - " RACE OR GYP. 6D. aly 0U N a o a GYP.5D, PLASTIC LAMINATE ON ° a r Cl r " a, . a o � a� o v,_ PLYWOOD SHELVES 2 P.LAM. ADJUSTABLE SHELVES 10 BLOCKING AT . . z WALL CABINET W/ EACH END ITYP-1 c' DOOR. P. LAM, ON ALL LL O EXPOSED PACES a O INTERMEDIATE 0 z M TOILET ACCESSORIES `n SUPPORT AT N MID-SPAN (IF RCQD.) D M DESCRIPTION REMARKS rl'7 SECURE To 2x WALL W LL A4.1 BLOCKING (TYP.) o I..: NOT USED NOT USED - _ -- LL TOILET TISSUE BOBRICK # o P. LAM COUNTER TOP ----- co e1 DISPENSER B-685 2�' PLAS AM COUNTERTOP LL iC � 42" HANDICAP BOBRICK # = I AND B CKSPLASH O z❑ I ILAR SHELF DETAIL z GRAB BAR D1 C1 36" HANDICAP BOBRICK # A4. 1 SCALE:3/4 = 1 -0 = Q C2 GRAB BAR B-6106-36" 1% 0 1 0 Q J C2 g1 (n Z WALL MIRROR BOBRICK # 1. .�N. -- D1 B-165 3636 WALL ANGLE - -- Z L.L o0 W GENERAL NOTES: 16 I �I ^ Z C) " 0 1. NOTE: REFER TO PLUMBING DWGS FOR PLUMBING FIXTURE DRAWER W/ SLIDE A4 11 Q 0Q - I EACH SIDE 1'-3° O J - ;.� TYPES. � W Q . P.LAM. ADJUSTABLE �- SHELF` W 2. PROVIDE WOOD BLOCKING @ SUPPORT FOR GRAB BARS. w 00 LL BASE CABINET W/ a 0 1'-4" 1'-6" 3. ALL ACCESSORIES LOCATED IN HANDICAP AREAS TO BE DOOR. P. LAM ON ALL - - I w MOUNTED PER MFR ADA RECOMMENDATIONS, EXPOSEDPACES 'I Nz M1cRo-wAve SHr W ^ � 4) z s 41-011 10T 0 ILET ROOM ELEVATION V- 4" J A4. 1 SCALE:3/8" = 1 '-0" 15 . . 13 CASH VAULT ELEVATIOCASH VAUET ELEVTIONy SCALE:3 4" = 1 '-0" 14 H �Y I�� N fl / 11 TYP CABINET SECTIO N A4. 1 SCALE:3/4 = 1 -0 A4. SCALE:3 4" = 1'-0" o A4. 1 / -- A 4. 1 SCALE:3/4" = 1 '-0" 0 0o r o 2„ 2„ 2„ 2„ o "d 6 —6 ,� -- -- ---2„ 2" EQ. EQ. EQ. - - EQ. - -- - -EQ.- -- - 2„ � � - -- - - o 2„ EQ. EQ. 2" - a r-+ CN w DOOR SCHEDULE 00 w N DOOR FRAME ELEV. HARDWARE N CN - TYPE PACKAGE REMARKS NO. SIZE LOCATION MATERIAL FINISH MATERIAL FINISH o �! 101A 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS 00 �! -- STOREFRONT W/ w' 101B 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANDD A STOREFRONT PREFIN. t CONCEALED CLOSERS CLEAR ANOD 101C 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. M N - - - - - - - - - -- --- - - - Q CONCEALED CLOSERS T o FINISH 105 3'-0"x7'-0"x1 3/4" MANAGER SCWD STAIN B HMTL. PAINT ----STOREFRONT W/ 106 3-0 x7-0 x1 3--4 STORAGE - -- --- SCWD- STAIN- - - B-- -HMTL. - - PAINT-- - -- -- - - --- - --- -- - U w „ / „ ! , CLEAR ANDD. � - `v FINISH 113 3'-0"x7'-O"x1 3/4" CLOSET SCWD - - - STAIN B HMTL. PAINT I � } -- -- 116 ! 3'-O"x7'-O"x1 3/4" WORKROOM SCWD STAIN B HMTL. PAINT CO C'4 J__ -- - ---- -- - - ---- 118 3'-0"MIN. CLEAR WIDTH DOOR BY SECURITY E UIPMENT SUPPLIER o q> O N'I 119 3'-0"x7'-0"x1 3/4" 3 CASH VAULT SCWD STAIN B HMTL. PAINT 121 3'-0"x 7'-0"x1 3/4" CUPON BOOTH SCWD STAIN B HMTL. PAINT � WINDOW TYP E 1 - _ - - - - - - -- -- - - - _ o 122 3'-O"x7'-0"x1 3/4" WOMEN'S RR SCWD STAIN B HMTL. PAINT REMARK #1 0 1'-0" 123 3'-0"x7' 0"xl 3/4" MEN'S SCWD U / STAIN B HMTL. PAINT REMARK #2 - -- - - - - - - -- - - -- -- - - -- ----- -- - 124 3'-0"x7'-0"xl 3/4" CORRIDOR HOLLOW METAL PAINT C HMTL. PAINT PROVIDE VIEW SCOPE CV, 16'-10" 125 3'-p„x7,_0"xl 3/4" CORRIDOR -- SCWD - - - - - - - HMTL. ----PAINT - --- - -- -- -- - - w U STAIN B 12'-6” 126 3'-0 x7-0 x1 3/4" LOUNGE SCWD - -- - • „ „ STAIN B PAINT Z 127 3-0 x7-0 x1 3/4 SERVER/ELECTRIC SCWD ! STAIN B HMTL. PAINT � _ 4 WINDOW TYPE 4 a 0 2., 2„ 2„ 2„ EQ. - - EQ- -- EQ. - EQ. 2„ SCALE:3 8„ - 1,-0„ 128 3,-p„x 7,-0„x1 3 4/ OFFICE SCWD - STAIN- - B- - - -HMTL.-- - -PAINT- - - - - - --- - - --- --- --- CN * /�4• 129 3-0 x7-0 x1 3/4 STORAGE SCWD 0 Z o N STAIN B HMTL. PAINT ao LAJ W w 2” TYP. - Z o N w C o REMARK #1-ADA MOLDED PLASTIC SIGN: No BFM688 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1” WHITE LETTERING ON BLACK W x d '") BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING CODE (f� _ ? Q 00 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION w z ^ ^ C> d REMARK #2-ADA MOLDED PLASTIC SIGN: No BFM687 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1" WHITE LETTERING ON Q M Q w BLACK BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING D CD N CODE 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION STOREFRONT W/ CLEAR ANDD. FINISH A �-- 00 - STOREFRONT W/ tI'.3 I CLEAR ANDD. AS SCHEDULED AS SCHEDULED AS SCHEDULED - - ui `NI _ __ FINISH w _ VIEW SCOPE 2-TYP. vw N — - 5 WINDOW TYPE 5 ���I ��� _ � � � LaiC-) Ln cn � A4. 2„ 2„ 2., 2„ 2„ 2„ 2„ 2• EQ. � EQ. EQ. 1112$0- EQ. EQ. EQ. EQ. 'a � a -- - -- - -- - -- -- - - - -- -- - - - - - - ---- -- ---- - - STOREFRONT W/ co c z 3 (U.S CLEAR ANDD. o w ~ V o U a FINISH Z v o d� NOTES: 'S D ° - E ' y E�,m m u L N yet 1. ALUMINUM ENTRANCE DOORS AS MANUFACTURED O J O s�C m c y O cn SIC BY THE STOREFRONT SUPPLIER 0 Q - v a aI 2. ALL ALUMINUM WINDOWS TO HAVE FIXED 1" 0 > -Q:2, CL w wINSULATED GLAZING LE 40 EXCEPT INTERIOR AND (,L0 y v a N o c � �•cQ STOREFRONT W/ EXTERIOR ENTRANCE VESTIBULE DOORS AND cf) 3 o - -- of N - FINISH CLEAR ANDD. SIDELIGHTS. THESE UNITS WILL BE 1/4" W Q to �,0c 26 o a CLEAR GLASS. --� Z 3 T v �,uvo ; N a', 3. THE TRANSITION BETWEEN FLOOR MATERIALS o V U a o a „ wI IS TO OCCUR AT THE CENTER LINE OF THE DOOR. a 3-3 6 -0 - 3 -3 o a a i c __3" -_ _ __- - _ _ 4. VERIFY ALL DIMENSIONS IN THE FIELD. 0141 5. ALL GLAZING TO BE TEMPERED. KOO2-- WINDOW TYPE 2 Ez A4. SCALE:3/8" = 1 '-0" fi - -- 22'-0"" M ------------- -- - - - N 6 WINDOW TYPE 6 — $'— " w 2„ U- - -- 2„ 2 TYP. I--- U - 3 SCALE:3 8 - 1 -0 — V A4. 2 - - EQ.- EQ. 2 ---- -- _ N - � Q W co N =, LL U w - 2'—2 - w z cy C-4 Ld - - -- � = a PAINTED HOLLOW 014 - N O0 < o METAL FRAMELLJ __ Z J C) N� „ w V 1/2" TEMP GLASS GLAZING �f W �'' WITH STRUCTURAL SILCONE o 'cv� STOREFRONT W/ F LL1 0 Q SEALANT JOINT - o CLEAR ANDD. i __- - STOREFRONT W/ uj STOREFRONT W/ FINISH CLEAR ANDD. W Q NI_ CLEAR ANDD. Lai d FINISH = V,.. o - -- FINISH NII w o co a w 2 TYP. O i ,,�--- -- ci D N ci W •,^.ir_��. (A N f ------ - ------ 3' 6" I — N F 3, 4„ 1 WINDOW TYPE -7 N A J4. SCALE:3/8" - 1 ,-0„ I'Q ;� � 006WINDOW TYPE � 8 WINDOW Y (--g WINDOW TYPE g N NOTE: cry SCALE:3/8" = 1'-0" DIMENSIONS ARE SCALE:3/8" = 1'-0" SCALE:3/8" = 1'-0" co A4. TYPICAL FOR EACH A 4• A 4. IV HALF OF WINDOW ° N 0 a v v c o C c V PORCELAIN TILE LEGEND WALL COVER LEGENDCARPET LE ENG D N PT-1 MANUFACTURER: SPECIALTY TILE 1N-1 MANUFACTURER: NATIONAL WALLCOVERING VYKON 3 �' C I 1 o � PATTERN: VERANDA STONE PATTERN: HAVEN Y45202HN CmI. MANUFACTURER: PATCRAFT COLOR: PIETRA VECCIA V551 COLOR: WASHED INDIGO PATTERN: 10048 - AWESOME o SIZE. 12" X 12" TYPE: TYPE 11 WALLCOVERING COLOR: 48302 - SO FINE = U CONSTRUCTION: TEXTURED LOOP PILE GRAPHIC Q FABRIC TYPE: OSNABURGCID FLAMMABILITY: NON-FLAMMABLE �� I T: 0 CONTENT: 100% PREMISE BCF NYLON u U ABRASIVE WEAR: >100 ASTM C501 WEIGHT: 20 Z. Y COEFFICIENT OF 1 �� _ FLAMABILITY: CLASS 1 PER ASTM E-64 3 0 ..FRICTION. DRY: >0.8, WET: XO,6, ASTM C1028-89 FLAMABILITY: TESTED IN ACCORDANCE WIT I A T E 84 TUNNEL TEST, ) - 0 J "All SMOKE DENSITY: LESS THAN 450 ASTM E-6 c0 A►Pd1?1i CLASS A FIRE RATED, FLAME SPREAD OF 51 o > o CELL #{770) 262-4947 & SMOKE DEVELOPED OF 15 P A , SIZE: 120W FINISH LOCATION;LOBBY FLAME SPREAD: 15 � -'� �� YARN WEIGHT: 28 OZ/YD SMOKE DEVELOPE:25 o GROUT -- ,� A CHARD CONTACT: TRACY ROAN HARp (770) 449-6221 (OFFICE) (404) 316-4613 ICELL), (770) 449-3502 (OFFICE) Cn FINISH LOCATION: ALL AREAS THAT CALL FOR CARPETG-1MANUFACTURER: LATICRETE FINISH LOCATION' ALL BEHIND TELLERS R5 W o COLOR: #41 KASHMIR U U MATERIAL: SANDED GROUT W/ LATEX ADDITIVE PAINT LEGEND Z FLAMMABILITY: N/A 0 CONTACT: ANDRA PROWANT P-1 MANUFACTURER: BENJAMIN MOORE U CELL #(770) 262-4947 COLOR: #2154-60 FILTERED SUNLIGHT z o PLASTIC LAMINATE FINISH LOCATION: ALL PORCELAIN TILE N00 FINISH: FLAT FINISH - LATEX C> FINISH LOCATION: VESTIBULE, LOBBY, F,S.O STATIONS, INTERNET CAFE, CORRIDOR {124) OD z t VINYL COMPOSTITION TILE Z = Q0W n p 0Lo MANUFACTURER: ARMSTRONG P-2 MANUFACTURER: BENJAMIN MOORE PL-1 MANUFACTURER: NEVAMAR o N V-1 Z 00 PATTERN: IMPRERIAL TEXTURE STANDARD EXCELON COLOR: #2154-40 YORK HARBOR YELLOW COLOR: KONA BLEND POLISHED VELVET LV � Z COLOR: #51858 SANDRIFT WHITE FINISH: FLAT- LATEX MODEL #: W20028PU C� Q d FINISH LOCATION: FASCIA OF SOFFITS (IN LOBBY AREAS) FINISH LOCATION; MILLWORKS @TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, CLASS: ASTM F 1066 CLASS 2 - THROUGH PATTERN INTERNET CAFS .PPORT LEG @ COUPON (121) SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS P-3 MANUFACTURER: BENJAMIN MOORE PARTITION WALLS @ WAITING AND INTERNET CAFE FI E TEST: ASTM E 648 CRITICAL RADIANT FLUX CLASS I cn 2 COLOR: #2154-70 VANILLA ICE CREAM �..� �,►� 0.45 OR MORE WATTS/CMS ���,�� FINISH: - CO ACT: FLAT FINISH LATEX ua � � 3PL-2MANUFACTURER; NEVAMAR C L 770 8 1 - 1 FINISH LOCATION: ALL GYP. CEILINGS AND UNDERSIDE OF DROP SOFFITS fin EL #( I 5 7 35 FINISH LOCATION: LOUNGE (126), COLOR: SANDIA MAPLE MODEL #: WM5577E MANUFACTURER: MANNINGTON P-4 MANUFACTURER: BENJAMIN MOORE FINISH LOCATION: TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, PATTERN: ESSENTIALS COLOR: 2139-40 HEATHER GRAY CABINETS IN LOUNGE (126) COLOR: #127 WARM BEIGE FINISH: FLAT- LATEX FINISH LOCATION: LOUNGE (126) PL-3 MANUFACTURER: NEVAMAR SHALE GREEN MATRIX SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS 1 P-5 COLOR:CLASS: 2SS-312B (1) ��.���� MANUFACTURER: BENJAMIN MOORS MODEL ; MR5004T � MO E # TYPE: IV 3 COLOR: #2094-30 GIANT SEQUOIA FINISH LOCATION: COUNTERSTOP @ TELLER LINE, ONTAer---"��MOIIILLY ROBIDOUX FINISH: FLAT - LATEX GREETER, CHECK DESK, COFFEE STATION, DRIVE UP TELLER, CELL #(404) 630-8494 FINISH LOCATION: WOMENS (122) MEN'S (123) OT TELLER REM E ELL R S TATIO N FINISH LOCATION: ELEC, (106), SERVER (1271, o L via CORRIDOR (124�11OMEN (122), MEN (123), P-6 MANUFACTURER: BENJAMIN MOORE PL-4 MANUFACTURER: FORMICA y COLOR: #2154-60 FILTERED SUNLIGHT COLOR: BOTTLEGREEN QUARTZITE o�.N w U C C FINISH: SEMI-GLOSS - AKLYD ENAMEL MODEL #: 3520-46 Z ` ErS BASE LEGEND. 0z t 155CL o -RESILIENT FINISH LOCATION: ALL DOOR AND WINDOW FRAMES FINISH LOCATION: COUNTERS. INTERNET CAFE (114), COUPON I121J 0 Q z y oi.N RB1 MANUFACTURER: JOHNSONITE WOOD TOP CAP ON LOW WALL PARTITIONS @ F.S.O. p O �L a COLOR: #34 ALMOND PL-5 MANUFACTURER: FORMICA `'- > v :gm'° a g CW N3STYLE: MILLWORKS MW-34-FPm7 MANUFACTURER BENJAMIN MOORS COLOR; BELUGA a CV) , 8o QCT 0 N6 MODEL #: REVEAL MODEL 3697-58 QaC/) 4-COLOR: HC-30 PHILADELPHIA CREAM J Q Zo o d T2 0 ,5 3: COUNTER IN LOUNGE (1261 I � / 4-1/2" FINISH; FLAT- LATEX FINISH LOCATION, oL. w o 0 a OL FIRE RESISTANCENOT RATE6�� ���"�� CTI C G LOBBY AND CORRIDOR (1241 a r a` QU �� FINISH LOCATIO U v v ao11c TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 186�1 � NOTE ALL PAINTS ARE CLASS A PL—s3 MANUFACTURER, PIONITE FINISH LOCATION:LOBBY AREAS, VESTIBULE COLOR; BRUSHED ALUMINUM TRANSITION -- LEND - - � � z RB2 TMODEL #. FA006 G GLOSSMANUFACTURER. JOHNSONI EFINISH LOCATION: COVER ALL POSTER BOXES � O COLOR: #34 ALMOND TS=j MANUFACTURER; JOHNSONITE 0 _ M STYLE: TIGHTLOCK _ _ *NOTE - ALL LAMINATES HAVE FLAMESPREAD OF 15 & U. Z N MODEL TCB-4 1/4" - 4' - 34 MODEL #. CT X209 TIN CONTOUR EDGE N #: SIZE, 3/8 TO 1/4 MATERIAL SMOKE DEVELOPMENT RATING OF 15 W �RPET TO TILE _('FIRE -����-, �-��l r�r-, 3 U � U TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING RESISTANCENOT RATED STAIN COLOR �L 0 w CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING m C w FI`5�4`L-0 C'�:f'�;sill I bT�-'(1t�10_0'0021 CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 S.D. BOXES (1181, CASH VAULT (119), STORAGE (129) 0S-1 �Z TS-2 MANUFACTURER: JOHNSONITE COLOR: TO MATCH JASPER DESK: RICHLEIGH WALNUT = RB3 MANUFACTURER: JOHNSONITE _ _ SATIN J Q MODEL #: CTA 34 C FINISH: o COLOR: #18 NAVY BLUE INI L AT10N: ALL DOORS AND FURNITURE Q > STYLE: MW-18-F COLOR #: #34 ALMOND F SH OC ()� J MILLWORKS MW 18 F „ „ o m MODEL #: SIZE: 1/4 TO 1/8 MATERIAL REVEAL W W SIZE: / " X 4-1/2" AE P ON �� E EL1.T Z w � g FIRE RESISTANCENOT RATED AGGREGATE NCRETE EXP SECSIR R� ST N E TAINEa CO Oo AE SRwQ TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING = TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING , ' co 3: V— o �--� � CH MICAS & DIMENSIONAL STABILITY - ASTM-F 1861 CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861co FINISAl5c TI A w ScmlCOLOR: TO BE COORDINATED WITH DBC PROJECT MANAGER u ZZ 3 : TO BE COORDINATED WITH DBC PROJECT MANAGER —7 RB4 MANUFACTURER: JOHNSONITE — MANUFACTURER: JOHNSONITE FINISH/TEXTURE, N _ COLOR: #34 ALMOND MODEL #: CTA - 34 - C STYLE: COVEBASE COLOR #: #34 ALMOND MODEL #: CB-4" - 4' - 34 » >, SIZE; 1/4 TO 1/8 MATERIAL 4" 0 B S . DESCRIPTION: TILE TO RESILIENT r FIRE RES�Ar �--� ����r--,����-�-��^ '`4 NT AED CT '�E�REI ACN 0 AT D N TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING ESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING J `# in H M CALS & DIMENSIONAL STABILITY - ASTM-F 1861 - - Lo ����� CHEMICALS & DIMENSIONAL STABILITY ASTM F 1861 FIN l�LA I 1 ; 1 .D1�� �JC9�R �. a X006 LOUNGE i1261, ELEC. (106), SERVER 11271 o 3 a v v c o c ABBREVIATIONS SYMBOL LEGEND CODE REVIEW A.F.F. ABOVE FINISHED FLOOR LLV. LONG LEG VERTICAL A I 1SHEET REFERENCE FLORIDA BUILDING CODE — 2004 EDITION WITH 2005 SUPPLE P. 10 ACCESS PANEL L.P. LOW POINT - _ D� A. PVC CAP (TYPICAL) A� T� A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER it11�A CAL CODE - 2004 EDITION �� nn �-0 o A.8, ANCHOR BOLT MAS. MASONRY - DRAWING NAME �• �6" FW - 0 0 o ARCH. ARCHITECTURAL M.O. MASONRY OPENING _ N� 4 DIA. STEEL GUARD POST RIDA PLUMBING CODE 2004 EDITION � � A.D. AREA DRAIN MAX. MAXIMUM DRAWING TITLE CONC. FILLED W/ ROUNDED PVC -- _ FWFMA ELECTRIC CODE — 2004 EDITION B.U. ROD BACK-UP ROD M.E.P. MECH./ELEC./PLUMB. CAP, PAINTED BY EXTERIOR 0 Not BSMT. BASEMENT MECH. MECHANICAL PAINT CONTRACTOR INTERNATIONAL FM CODE — 203 EDITION BM. BEAM M.D.F. MEDIUM DENSITY FIBERBOARD 1 z a B.M. BENCH MARK MTL. METAL ENLARGED PLAN DETAIL NFPA 101 — LIFE SAFETY CODE — 21003 EDITION BLKG. BLOCKING MIN. MINIMUM A1.1 PREFAB METAL FORMS - U ACCESSIBILITY — CHAPTER R FLORIDA ACCESSIBILTY CODE FOR BUILDING BD. BOARD MISC. MISCELLANEOUS112" U Y PREFORMED "' BOT. BOTTOM MOD. MODIFIED EX JT MATERIAL -- - CONSTRUCTION - 2004 EDITION � BLDG. BUILDING MOD. BIT. MODIFIED BITUMEN 2 c: q) 0 B.L. BUILDING LINE M.S.L. MEAN SEA LEVEL A1.1 DETAIL REFERENCE GRADE VARIES SEE CIVIL ; . o o B.U.R. BUILT-UP ROOF N.A. NOT APPLICABLE _ B.G. BUMPER GUARD N/A NOT APPLICABLE •' C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT CLG. CEILING N.T.S. NOT TO SCALE 3 i ' CALCULATION0 Z CEM. CEMENT 0.C. ON CENTERA1.1 SECTION REFERENCE CN CTR, CENTER OPNG. OPENING C.L. CENTER LINE OPP. OPPOSITEONE STORY :D CER. CERAMIC 0.H. OPPOSITE HANDco TMAL C.T. CERAMIC TILE OVER HEAD 1v1AL F OOR A1�p�A*- 3,4& SO& FT. z COL. COLUMN 0.D. OUTSIDE DIAMETER 4 EXTERIOR ELEVATION -- 12" DIA. CONC. FND. w O CONC, CONCRETE OVERFLOW DRAINA3.1 U C.M.U. CONCRETE MASONRY UNIT 0.A. OVER ALL Z DRIVE-UP BOLLARDS CONST. CONSTRUCTION PTD. PAINTED 0 0 CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE c CONTR. CONTRACTOR PREFAB. PREFABRICATED P1 PARTITION TYPE OCCUPANT0 LOAD W o C.J. CONTROL JOINT P.T. PRESSURE TREATED � a co COORD. COORDINATE P.L. PROPERTY LINE pi J Z C.G. CORNER GUARD PLUMB. PLUMBING pe bollard USE GROUP B — BUSINESS .� DET. DETAIL PLYWD. PLYWOOD �1 PLAN KEY NOTE m w o DIA. DIAMETER P.C. PRECAST CONCRETE CS1. �'t'S• FLOOR AREA ALLOWANCE PER OCCUPANT — 100 GROSS SQ. FT. Z 04 Q DIM. DIMENSION PORTLAND CEMENT _ D.S. DOWN SPOUT 204 DOOR REFERENCE �y + � + H o C N RECP. RECEPTACLE 1 v lAL OCCUPANTS 1 J � � w x DWG. DRAWING R.C.P. REFLECTED CEILING PLAN Z 0 Q M ¢ o DN. DOWN REF. REFER OR REFERENCE w Ln EA. EACH REINF. REINFORCING 204 WINDOW REFERENCE E.W. EACH WAY REQ'D. REQUIRED ELEC. ELECTRIC R. RISER CONSTRUCTION TYPE � 0 E.W.C. ELECTRIC WATER COOLER RAD. RADIUS ICL L.:! J EL. ELEVATION R,D. ROOF DRAIN A 9'-0" CEILING TYPE & HEIGHT Jf . �^ U. ELEV. ELEVATION RM, ROOM Q TYPE V� -- EQ. EQUAL R,0. ROUGH OPENINGummmommmme EQMT. EQUIPMENT RW, RED WOOD A NN-SPRINKLERM lk EXIST. EXISTING S.A.B. SOUND ATTENUATION BLANKET D A2.1 INTERIOR ELEVATION fn E.J. EXPANSION JOINT SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION FIN. FINISH SH T. SHEET F.F. FINISH FLOOR SIM. SIMILAR BEARING-HEIGHT FLASH. FLASHING S.O.G. SLAB ON GRADE FLR. FLOORSPECIFICATION O'-O, ELEVATION LINE SPEC. , MMANS EGRESS F.D. FLOOR DRAIN SQ. SQUARE FT. FOOT S.S. STAINLESS STEEL REVISION CLOUD AND REVISION NUMBER NUMBER 0 F.R.P. FIRE RESISTANT PANELS S.P. STAND PIPE � GALV. GALVANIZED STD. STANDARD F SM 2 G.L. GRID LINE STL. STEEL GA. GAUGE STRUC. STRUCTURAL GEN. GENERAL SYS. SYSTEM GL. GLASS THK. THICK GYP. BD. GYPSUM BOARD T.&G. TONGUE & GROOVE HDBD. HARDBOARD T,C. TOP OF CURB HDW. HARDWARE T.O.P. TOP OF PARAPET G E N E R A L N O T E S N HDWD. HARDWOOD T.O.S. TOP OF SLAB HT. HEIGHT T,0.STL. TOP OF STEEL o v H.P. HIGH POINT T,W. TOP OF WALL 1. DO NOT SCALE THE DRAWINGS. 3 H.M. HOLLOW METAL T. TREAD o HOR. HORIZONTAL TYP. TYPICAL LV H.B. HOSE BIB U.N.O. UNLESS NOTED OTHERWISE 2. FIELD VERIFY CONDITIONS PRIOR TO CO CEMENT o= o HR. HOUR V.GR. "V"-GROOVE u"�m I.D. INSIDE DIAMETER VERT, VERTICAL O Z a.0 t INSUL. INSULATION VEST. VESTIBULE OF EACH PORTION OF THE WORK Q Z o a INT. INTERIOR V.W.C. VINYL WALL COVERING O Q JT. JOINT V.C.T. VINYL COMPOSITION TILE ° ' t LAV. LAVATORY W.P. WATERPROOF (ING) 3. ALL DIMENSIONS ARE TO THE COLUMN CENTER LINES W 0° o N LT. LIGHT WP. WORK POINT cf) a o a ° -- LG. LONG W.W.M. WELDED WIRE MESH OR TO THE FACE OF STUD, OR MASONRY UNLESS _ w Q F- 470 °° o LOC. LOCATION w.F. WIDE FLANGE LLH. LONG LEG HORIZONTAL W WITH ° W O .0 _- / NOTED OTI�RWISE. Q J � ° a ; W/0 WITHOUT W U U C CL CL 0 0— WD, WOOD W.W.F. WELDED WIRE FABRIC . Z oC p O Z LL M N N W LLM J U — = - 0 U L LL Wm U_ O UZ g = Q J V o J Z � m W U Z M 0 Q W WLu LL F- H Q c L� co ao = W � U _Nw Z N cn y O U E es MNA � � o (D -- v 4— SINGLE-PLY -SINGLE-PLY ROOFING T PARAPET gka 28'-3" A.F.F. RIGID INSULATION ON METAL DECK U T STEEL _ ;---STEEL JOIST, \ SINGLE-PLY ROOFING 25 -3 A.F.F. _- SEE STR. RIGID INSULATION V. STEEL JOIST, 1111111111 SEE STR. ' 0 o0 T STEEL 24'-0" A.F.F. T STEEL 24'-4 A.F.F. U a Y U x I O BEAM, SEE STR. O > ! i _ E E 6" METAL STUDS -- I BEAM, SEE STR. - X ,,,� x X T PARAPET _ x x x _ f __ - - R-19 BATT INSULATION 14'-6" A.F.F. Z 6" METAL STUDS I O 1 1/2" EIFS ON F= U R-19 BATT INSULATION 1/2 DENS-GLASS O O O GOLD SHEATHING PROVIDE 1" VENT WITH SCREEN - - �- 1 1/2 EIFS ON _ AT EVERY 4TH STUD SPACE a. z 112" DENS-GLASS - - GOLD SHEATHING T CEILING �� '^ _ .� TURN ROOFING , FLASHING U 21 -0 A.F.F. UP PARAPET U • = -- -- - P.T. 2x8 WITH RIPPED EDGE Z >' �' P.T. 2x6 SINGLE-PLY ROOFING --- - __---- - T PARAPET Q 14'—6 A.F.F. O P.T. 2x4 CONT. N RIGID INSULATION W y w o N 1 \ 1 1/2" VENT CONT. Z --STEEL JOIST - STANDING SEAM ROOF C� B� �A T WINDOW / - - -- W/ BUG SCREEN W _ I 19 -9 A.F.F. SEE STR, `� --- ON #15 FELT ON 3/4 o �+ + ++� EXTERIOR GRADE PLYWOOD P.T. 2x4 W/ 2" GAP - m w� W r I TS SEE STIR. + + AT EACH END Z � N ` `� - P.T. 2x4 BLOCKING TURN ROOFING - - FLASHING Z U o o X F - - x x - PROVIDE BRIDGING SEALANT - -------------------------------- U C� w W EDGE RIPPED 5/8 GYP. BD. / UP PARAPET ���� �� � — � o x, x x x '� BETWEEN METAL STUDS -- -- P.T. 2x8 WITH RIPPED EDGE (f� - Z N _ d o0 AS REQUIRED, SEE � � � STR. I SEALANT i SINGLE-PLY ROOFING - _ w U Z 0 ego 71 FLASHING RIGID INSULATION -- - � - � Q TURN ROOFING UP A.C.T, 1 -- � TURN EIFS FINISH WALL 6 MIN. >- �� + + UP FASCIA AND COVER STEEL JOIST, - STANDING SEAM ROOF CL WITH FLASHING SEE STR. ++ + + `� ON #15 FELT ON 3/4" .� LL- ++ ` EXTERIOR GRADE PLYWOOD BEAM �-� x BOTT. SOFFIT -- EIFS DRIP - ---" - BEYOND ll'-O" � B O D � E A F F r -- --- P.T. 2x4 BLOCKING uj SINGLE-PLY ROOFING EIFS DRIP BEAM, W/ EDGE RIPPED r SEE STR. --- ---___ �� BETWEEN METAL STUDS INSULATION - YKK YH 50 FI --2 CONT. SOFFIT RIGIDVENT WITH SCREEN LOOKOUT, ON METAL DECK C STOREFRONT SYSTEM T; SEE STR. - - FLASHING STEEL JOIST, �, �� - r x 1 1/2" EIFS TURN EIFS FINISH SEE STR. \ Q3 / TS W/ CONT. L � _j i+++ \+ UP FASCIA AND COVER x , x x r- - 1/2" DENS-GLASS GOLD SEE STR. ++ WITH FLASHING -x, X x x SEALANT A.C.T. ,< BOTT. SOFFIT o -_ 11'-0 A.F.F. I FLASH NG7 11 711=1 ; 3 EIFS T STEEL 5/8 GYP, BD. ON EIFS DRIP 12'-9" A.F.F. TURN ROOFING UP 6 METAL STUDS _, CONT. SOFFIT WALL 6 MIN, ,. 1 1/2 EIFS 2 VENT WITH SCREEN INSULATION -- 1 1/2" EIFS 1 1/2" EIFS ON � � 112" DENS-GLASS A.C.T. GOLD SHEATHING - 1/2" DENS-GLASS GOLD BRACING, � _-\ TAPERED RIGID INSULATION SEE STR. -� INSULATION �; SEALANT ! ON 3/4" PLYWOOD DECK r a �� x � v 3 0 ' - TOWER WALL f ` SINGLE-PLY ROOFING W s o BEYOND 5/8" GYP. BD. ON 1 112" EIFS Z "`c 6" METAL STUDS / E�m SILL � � GRAVEL STOP N 1l'—O" A.F.F. = _ I r a° Z v ,. o . Q Z ��_ 1 c c d'Z') aNi P.T. 2x4 TS, SEE STR. - 0 Q Tut d 0-0 , _c o >"0 A.C.T. - P.T. 2x6 ! Q 0 V v =o r �W mCD Q o 77 BOX BEAM MADE OF _ T -CHANNEL X Q a F- o o o (2) 10" METAL STUDS 9'-8" A.F.F. ( KK HS 50 I W Q a AND (2) 6" RUNNERS X `JSTO��NT SYS EM -� Z 3 ° T� -TOWER WALL ° WOO v ~v n'0 c BEYOND ° w U U N a o, 30 In >, a Lo � nc ,� 5/8 GYP. BD. 5/8 GYP. BD. CHANNEL, SEE STR. (2) P.T.2x6 1/2" JOINT W/ SEALANT t TS, SEE STR. 1 1/2" EIFS ON 1/2" DENS-GLASS Z SEALANT GOLD SHEATHING ON 6 STUDS, SEE LL O STR. FOR STUDS INFORMATION i ZM SEALANT - TURN EIFS FINISH N DOWN SLAB EDGE M WLL Q U W 7 777 GRADE W m n - F- a Z F— i U o ._- - - -- -TURN EIFS FINISH Q - - - DOWN SLAB EDGE m W H QZ i z L � Q J 11 F LL r ! t C) (007 WALL SECTION �� a w co - co w GRADE A 3. 3 SCALE.3/4" = 1,-0„ -� � SEE STR. FOR �, ��� SLAB INFORMATION ADA COMPLIANT " HIGH x 4" WIDE ALUM. '7,1­'Z—_l r� —� �� ���°� �—rr=n ,tee,—��r - - - �� _ '; _, _�� - THRESHOLD = co f��- - _ I W A LL SECTION �' 0.1 WALL SECTION _ _ r, ,h -: 2 WAS SECTI ON to V) SCALE:3/4„ = �,_O„ pEC 2 2 2006 A3.3 ' A3. J7 SCALE:3/4" = 1 '-0" A3. 3 SCALE-.3/4" = 1'-0" � o w N 0 SINGLE-PLY ROOFING RIGID INSLUATION y - 1/2" PLYWOOD Q LI -METAL DECK112- H , 1 EIFS 1/2" DENS-GLASS GOLD -- O a 6" METAL STUDS - S ----COLUMN, SEE STR. 1 2 Q 4 a) - 5/8 GYP. BD a f SEALANT �'^ -- INSULATION -- -- - P.T. 2x6 BLOCKING E - STEEL JOIST, SEE STR. TURN ROOFING UP PARAPET SINGLE-PLY R FING ° o a TELL DRIVE-UP WINDOW P.T. 2x6 BLOCKING - RIGID INSULATION BY BANK EQUIPMENT SUPPLIER - I t v - ------ - -- -- STEEL JOIST, SEE STR. o 10 TOP PARAPET � 6 tsD --ATTACH RUNNER TO T'19'-10" A.F.F. o to > o JOIST, SEE STR. j (0*7 PLAID DETAIL Z A3.4 SCALE:3/4" = 1 '-0" O -- = --3 5/8" METAL STUD 24" O.C. MAX 4C co w OZ Oo ---BRIDGING AS REQ. (� N M 1/2- DENS-GLASS GOLD -- - _ IW- o IN DD - - '� ? w o FIBIER CEMENT -- • SIDING Z FLASHING C� U �' CN N Fes' � BEAM, Z w J � � „ -5/8" GYP. BD. -\ I SEE STR. LL! h '� V— er -� - -,� Q � CD Q , INSULATION 1 WALL SEC TION TOP METAL PAN. ++ � 15-4" A.F.F. + + U. TS, SEE STR. `� A 3 .4 STAINDING SEAM ROOF I+ F ON #15 FELT ON 3/4" _\� w EXTERIOR GRADE PLYWOOD t -SINGLE-PLY ROOFING TURIN EIFS FINISH 1'-O" RIGID INSLUATION UP (FASCIA AND COVER --- _ I � WITHI FLASHING � + � 5/8" GYP, ��BD. SOFFIT - � FLASHING W/DRIP --- j METAL DECK - + ON 3 ,5/8 METAL STUDS BO►TT. SOFFIT 11 -0 A.F.F. R X AT 24 O.C. MAX. FIBER-CEMENT SIDING ON 1/2" DENS-GLASS 5,/8" GYP. BD. ON V GOLD ON 4" MTL. STUDS 6 METAL STUDS EIFS DRIP -5 ___ - SEALANT SINGLE-PLY ROOFING - STEEL JOIST, SEE STR. 1 RIGID INSLUATION r "~- TURN ROOFING N 112" MIN, UP WALL ri , METAL DECK - -- -- - - - u o w M O N 'h Q � LINE OF GYP. BD, v, � t v --- ATTACH RUNNER TO SOFFIT BEYOND lU O Z 11171111117-71 JOIST, SEE STR. Z y O O �, CO C 4 O Z ` j�m O ' Q Z ° a � BRIDGING AS REQ. J - cao O 0 ornUL a,a� BEAM, SEE STR. u' ~ �' " a " 5/8" DENS-GLASS GOLD - � (� �m° Q_�o _= 3 5/8 METAL STUD fi � M .N 24 O.C. MAX Q a F- ='N � o 1 1/2 EIFS------------- ---- LL a. r� 0 ° a Je( Z ' _ 3 W o o 3 ° ° ` '^a p� U V �,a a u P.T. 2�«6 BLOCKING --- ---- -- ��� ^ a ---YK K YH S 50 FI - a o c s CD STOREFRONT SYSTEIN - - TOWER WALL -- — BEYOND � N N z SUSPENDED 9 1/2" '� oC p CEILING {� - ---/-- �- - -- 10' A.F.F. � M � ,z M 04 5/8" GYP. BD. WLL 2 WALL � EIFS FINIISH ON FACE OF TURN- � Q �Q A3. SCALE:3/4" = 1'-0" DOWN SILAB W U GRADE --- --SEALANT O Z 1 CONCRETE 2 CONC E E VAULT WALL. - �,� -SLAB, SEE STR. Q VAULT DOOR JAMB j �C1 1/2" EIFS Z J 1/2" DENS-GLASS GOLD '� - =-- 1'�' V_ O(r"' D - - LJJ 7/$" METAL FURRING - - � ., � -- 5 8" GYP. BD ._... ............ \' I STRIPS AT 24 O.C. �— F= h. 6" METAL STUDS / ,al.__ ..u. . ..... =� .. — 5/8" GYP. BD - r 0 �, Z < Q Q 7/8" METAL FURRING - r STRIPS AT 24" O.C. O 6" METAL STUDS -� 77 . to F_ coy ' J L/I y VJ t ` - 12" CONCRETE VAULT WALL. - 7/8" METAL FURRING STRIPS AT 24" O.C. WALL ��SECTION ,4� N M a)58" GYP. BD r,3 PLAN DETAIL / A34 SCALE:3/4" = 1'-0" o A3.4 SCALE:3/4" = 1 ' 0" . , 00 �, 0 t va 0 12 - 1 112" EIFS cit - --BOLLARD 1 1/211 a ° C _ j SEALANT (TYP.) -P.T. 2x8 BLOCKING 1 1/2 EIFS _-_ - - INSULATION 5/8" GYP. BD. -- - ---- - r X , 79 7 77 1/ 2 PLYWOOD , - 5/8 GYP. BD 1/2" DENS- N K - I 3/4" PLYWOOD GLASS GOLD 3 112" DENS- _ I --- - -- EIFS BREAK METAL PAINTED -- GLASS GOLD -- P.T. 2x6 BLOCKING - TO MATCH EIFS - T - r -- -6" METAL STUDS 1/2" DENS-GLASS GOLD cv c V q COLUMN, SEE STR. t D P.T. 2x6 BLOCKING EXTERIOR 1 j2" DENS-GLASS GOLD � LINE 0FDRI V E1/2 PZ GRADE PLYWOOD THRU ISLAND co _0 N � Q o 3 5/8" METAL STUDS 6 METAL STUDS � � �, j - . Ln i Z ---COLUMN, SEE STR. 1 1/2" EIFS O 1 - -COLUMN, SEE STR. F- 3' 4" 4 - SEALANT AND WALL DETAIL co z BACKER ROD W O 11 10 A3.5 SCALE:1" = 1 '-0" 7 WALL DETAIL � 1/2" PLYWOOD - 1x8 PAINTED Z � A3.5 SCALE:]" - 1'-0" TRIM BOARD 0 n P.T. 2x6 BLOCKING Y SEALANT (TYP.) w WALL DETAIL CN M 0 �, 4'-2" 1 -1 1/2 \ -3/4" PLYWOOD ....J ? w A 3 5 S C A L E:1 = l '—O" - - - - - - - -- -- ------- ---------- -- - -- - SEALANT - - - - - i N � M W i W (� z X - a Q p O Ln 5 P.T. 2x6 BLOCKING -- -- - - -------- -- - - - - -�f - -- -- - - -- - -- K 0 w X �' F-- o c� = Ld z J Q � D 5/8" GYP. BD _ - COLUMN, SEE STR. - - ^ g o -- - - - - --- -- - - -- - - Q 3 5/8" METAL STUDS - - 5/8" GYP. BD INSULATION _ _ +� 1/2 PLYWOOD --- --- INSULATION - -------------------- --- -------- ---- 3 5 f 8 METAL STUDS I t - 1" PLYWOOD -� LL 6" METAL STUDS - 6" METAL STUDS - -- -- 5/8» GYP. BD -- - f ( SEALANT \ \ �n uj - 40-2p) 6" METAL STUDS =- - _-_- t - -- - -- - \ 5/8" GYP. BD - --- - - _ V - 5/8" GYP BD - - -- P.T. 2x6 BLOCKING Wj PLYWOOD FILLER - 1 \ INSULATION -- -- - - - - - RETURN EIFS FINISH 6 METAL STUDS --� - - -- � PAST WINDOW JAMB - - - -- - - --- ---- -- -- - - --- - -� _ > -�, - --- - - --- - --- -- -- --� � J - - - t— - - - - - - - - - - - g - P.T" 2x6 BLOCKING �- I P.T. 2x4 BLOCKING - — -- - - % 1/2" PLYWOOD--------- ,, - P.T. 2x6 BLOCKING - - / - -- N I I \ - ---- - ----- -- '- - - - ----- - --- SEALANT -- - — 11 COLUMN, SEE STR. �� I i 1 1 2 EIFS -- - - - -- - - ----- --- --�-- — , ----�-� - --^- --- -- � , FIBER CEMENT SIDING ` M 1/2" EXTERIOR - FACE OF COLUMN '� - 5/4x4 CORNER BOARD (TYP.) 112" DENS- - I 1/2" DENS-GLASS GOLD o GLASS GOLD GRADE PLYWOOD SEALANT \ \\ \ 1'-1 112' SEALANT - ---- - COLUMN, SEE STR. �, FIBER CEMENT SIDING -- 5 4x4 CORNER BOARD (� / , 3 U �L N O `r N C U 3 Z o cicc � 1/2" DENS-GLASS GOLD c C �c 0 y r2.. WALE. DETAIL Z a+yU . � ��"�- - SEALANT - � - - ------- ,� � Q Z SCALE:] , = 1'-0„ Q O 0 q,� A 3` 5/44 CORNER BOARD -- WALL " � I-- o *" o/ DETAIL o O0 M' 0':' 2 A3. 5 LLJ SCALE:1" = 1'-0" � OC QEF- � �, ` o o L rn W i! Z Q, W 0 Q .� °.o� 5 WALL DETAIL a 10OL CL o a Na1� � P.T. 2x4 BLOCKING - SCALE:]" = 1'-0" � -5/8" GYP. BD i - SEALANT A 3' 6" METAL STUDS -- 1 1/2" EIFS SEALANT - - 0 1 1 2" EIFS FACE OF STUD. ;�� INSULATION - M - 1"'I"."ll"I". - - -------- - - -- - / y LL Z 112" PLYWOOD - 3 1 2" - �' M P.T. 2x4 BLOCKING 1/2" DENS-GLASS GOLD - - �,3 - - - GLASS GOLD - - W J / LL \ COLUMN, SEE STR. - FACE OF RUNNER 1 j2 PLYWOOD - - 2 - - - - - - � � � VAULT WALL � �` �' 6" RU 8" RUNNER BENT � � U 6" METAL STUDS TO FIT AND TRIMMED L.L. INSULATION - ( - - - X X �( � X ( � � � ,, \ /2 DENS I =�- - ,' -t "' - - GLASS GOLD V f X x �X X TX X X X - 5/8 GYP. BD � �� � - I � - ���- - � - - �'_ � =X K, C _ � ,_ X, _ Z - - Ug �r „ ' P.T. 2x6 l_ 6" METAL STUDS -� i 3 5/8 METAL STUDS - / - `' �' BLOCKING Q U SEALANT � INSULATION > RIP 2x8 -� r ; 1" PLYWOOD - - 00 -COLUMN, SEE STR. TO FIT � WRAP WITH U FACE OF » BREAK METAL W 1- 5/8 GYP. BD - -- 6" METAL STUDS ---� ALL 6 METAL STUD ZQ O — _ VAULT W s- � J --- 5/8' GYP. BD �1 12" CONCRETE \ ia.. LL o -- -- - - VAULT WALL. i ° W co /8 METAL FURRING a W RETURN EIFS FINISH U P� l 112" PLYWOOD 1 1/2" EIFS PAST WINDOW JAMB STRIPS AT 24 O.C. \ /� ul Z SEALANT - y - 1 o WALL DETAIL .. g „ 5/8 GYP. BD � � � A3.5 SCALE:]" = 1 '-0" N P.T. 2x6 BLOCKING 1 2 DENS- GLASS GOLD P.T. 2x6 BLOCKING --' - P.T. 2x6 BLOCKING ALL FASTENERS USED FOR SECURING P.T. WOOD 4 _ TO SE HOT DIPPED GALVANIZED STEEL SCREWS uw) PER ASTI"i/A 153/ A 153P'i �'? �s WALL DETAILWA �. L DETAILKo7 SCALE:1" = 1 '-0" SCALE:] " = 1'-0" g WALL DETAIL t SCALE:1" = 1'-0" v- lA 0 � b 4'-11 1/2" 10'-8 1/2" -- -- - - - - - '� I/ e11 ° o v a C + ,> „ A4.1 ---PL WALL FINISHED ! FILLER 2'-7 1 2 2 -0 3 -0 3-0 1/2 FILLER / � �� ADJUSTABLE CEILING �` - - 10-0 CABINET _ - ---- - SHELVES (TYP.) �� PL COUNTER TOP & - ----- - - - -- - - ` (TYP.) o BACKSPLASH PL-2K-1 1 rl 4 v A4.1 A4.1 CC G 5 N A4,1 - PLAS LAM �, `o COVER PLAS LAM i _ COUNTER AND M t� /\A�L*BINET PL-2 I BACKSPLASH 0 �'� 1 � -- PL COUN TER AND c OWAVE `�' �o BACKSPALSH CN ) a ^� -y V - ° Y �I - - END IN PLAS LAM COUNTERTOP /W SHELF PANEL X00000 FINISHED `�" AND BACKSPLASH �n � — — -PL BASE o FLOOR PL-3 - _ NIGHT =� - CABINET ° REFRIG I DEPOSIT ---INTERMEDIATE (TYP.) ° �, o F7 SUPPORT CABI T PL- I I o Y o K BA E "' SEE SECTION 5 ON A4.1 ZO 1 COUPON B ELEVATION DO S 0 LY Q METAL UNDER COUNTER - „ „ FOR CONT. OF CABINETS EQUIPMENT BY IW -3--� - 3 -0 - - -- 3-0 ,� U „ z I CONFIGURATION COUNTERTOP � A4. SCALE:3/8 = 1'-0 ' 2'-0" 3'-0" 3'-0" 1/2" FILLER CONTRACTOR " Lw 15 8 3/4 co - ---- ---------------- '-8" 8'-01/2" 3 DRIVE UP E 000 " _ >> 4 INTERIOR ELEVATION Z • A4. 1 SCALE.3/8 - 1 -0 co 7 A4. 1 SCALE:3/8" = 1'-0" V _ CN N A4.1 Q a N _l z co 2 K TCHEN ELEVATION LAMINATE HANG mw N a SCALE;3/8" = 1 '-0" 411 'I FORRSCRIBE 0 WALL. z = Z 0 A4. 1 M NOTES: (TYPICAL) ~ o U � M �, _ W M K-11 1. PROVIDE BLOCKING AS REQUIRED. (f� ~ o " 04 A4.1 2. ALL INTERIOR SURFACES TO Z 4„ 2 J � o0 BE WHITE MELAMINE. lmxlu ALUMINUM W � g o ADJUSTABLE 3. SEE FINISH PLAN FOR ADDITIONAL ANGLE CLEAT Q M Q SHELVES (TYP.) INFORMATION. �„ 4. SEE ELEVATION FOR ADDITIONAL 4 INFORMATION, 21-111 P. LAM. COUNTER �! FINISHED PARTITION -- - - TOP BEYOND PROVIDE Iu --PL WALL - END PANEL AT HEIGHT ri N CABINET CHANGE 6 CABINET D (TYP.) 3/4" PLYWOOD COUNTER TOP ^ - WITH PLASTIC LAMINATE TOP ----- ---- P. LAM. COUNTER ��A4, 1 / TOP W/ BACK SPLASH co - -PL COUNTER AND 3/4" PLYWOOD BACKSPLASH BACKSPALSH WITH PLASTIC LAMINATE 0 0 0 3/4" PLYWOOD DOOR WITH PLASTIC PL BASE LAMINATE. PROVIDE CONCEALED N CABINET HINGES AND BUILDING STANDARD N W - (TYP.) WIRE PULLS - N Z 1°x I" ALUMINUM WRAP PIPES TO COMPLY WITH CODE '� - a o CLEAT ANGELS T7— 11 l ! - - >> i" P. LAM. SUPPORT CODE FOR HANDICAPPED F- SEE ELEVATION ACCESSIBILITY LL' FOR LOCATIONS - ALIGN W/ ADJACENT Lu N TOE KICK 4'� PLASTIC LAMINATE BASE; PANEL o -0 1 -6 z �;' 3 --- SEE ELEVATIONINTEGRAL TOE KICK N ATTACHED TO DOOR TO FOR LOCATIONS ATTACHED TO DOOR LPROVIDE MIN. 3'0" CLEARPANEL ACESS AT SINK AREA. - 711 1'-011 611 SCHEDULED FLOOR o , - --- - FINISHED FLOOR -- ---- ---_--- FINISH N L a 5 I NTERIOR EINTERMEDIAT W a Z ° d� � � SCALE:3/8" = 1'-0" 2 -0 -- SUPPORT � o o E0 - - ------ � 5 CABINET DETAIL O d �' V L 7 SECTION AT BASE CABINET g SECTION AT COUNTER TOP ,� _ , „ Q Z No�79 SCALE:3/4 - 1 -0 O -1 O 10 1 ° SCALE:3 4" = 1'-0" SCALE:3 4" = 1 '-0" A4. W ; 6,_6» 2„ 2„ 2„ 2„ 2„ 2" EQ. e EQ. - - EQ. - - - EQ. - - - - - - ---EQ.---- - - - 2„ 2" EQ. EQ. 2cl " N ci; DOOR SCHEDULE00 C41 DOOR ELEV. FRAME HARDWARE `N - NO. SIZE LOCATION MATERIAL FINISH TYPE MATERIAL FINISH PACKAGE REMARKS c 101A 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS c� - - -- _ _ °O ---- STOREFRONT W/ N 1018 3'-O" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS w CLEAR ANOD.\ - I ------------- ------—---------------— FINISH 101C 3'-O" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN, CONCEALED CLOSERS 0 o MANAGER SCWD --- - ----- -{ ------- � 105 3'-0"x7'-0"x1 3/4" STAIN B HMTL. PAINT 0 -� - - - --- - �- ---------- -- ---- - -- - - - -- - - - -- - ------ - - Y ---------STOREFRONT W/ „ ., ., t o� -- - - - - ---- - - --STAIN-- --- -B- -- --HMTL. ---PAINT-- - - Y CLEAR ANDD. 106 3-0 x7-0 x1 3/4 STORAGE SCWD V - - - --------------------- `v FINISH 113 3'-0"x7'-0"x1 3/4" CLOSET SCWD / i STAIN B HMTL. PAINT 116 3'-0"x7'-0"x1 3/4" WORKROOM SCWD STAIN B HMTL. PAINT o - - - - rT- �1--���� - - - -- ---- - ----- --- ------ --- - ----- --- - -- ---- --- - --- - - -- -- --- r- ---------------- �' wdi 118 l(3'-0"MIN. CLEAR WIDTH DOOR BY SECURITY E UIPMENT SUPPLIER CO o~ 119 3'-0"x7'-0"xl 3/4")/ CASH VAULT SCWD STAIN B HMTL. PAINT 121 3'-0"x7'-O"xl 3/4" CUPON BOOTH SCWD WINDOW TYPE STAIN B HMTL. PAINT oW 122 3'-0"x7'-0"x1 3/4" WOMEN'S RR SCWD STAIN B HMTL. PAINT REMARK #1 A 4. / 123 3'-0"x7'-0"xl 3/4" � MEN'S SCWD STAIN B HMTL. PAINT { REMARK #2 124 3'-0"x7'-0"xl 3/4" CORRIDOR HOLLOW METALHMTL. PC PAINT PAINT PROVIDE VIEW SCOPE N -- - - - - - - --- -- ------------- ------ --- a. co ------ ------- ---- - -- -- 125 3'-0"x7'-0"x1 3 4" CORRIDOR SCWD w O - - - 16'!10" -- - - - - - - - - --- -- --- ---------- -- - - - - „- -- t - -- - - -- -- - -- - { V { STAIN B HMTL. PAINT ! 126 3-0 x7-0 xl 3/4 LOUNGE SCWD STAIN B HMTL PAINT U 121-6" 400 to - - - --- - - --STAIN - -- B -- ---HMTL. - - PAINT • { 2" 2" 2" 127 3'_0"x7'4 WINDOW TYP E � -0 x1 3/4" SERVER/ELECTRIC SCWD 128 3-0 x7-0 xl 3/4" OFFICE SCWD 2" EQ. - EQ. r- EQ. EQ. 2„ / ' STAIN B HMTL. PAINT U �, , „ „ _0 - - --------- --- --------------- - / STAIN B HMTL. PAINT --- ---- ------ 0 F- o �_ N� I 129 3'-0"x7'-0"xl 3 4" STORAGE SCWD W o -- -- - - } - - - -- -- - -- --- - ± - --- - - - ------------ _ • O (n st- 2„ TYP. - m uj Z . rn LnN REMARK #1-ADA MOLDED PLASTIC SIGN: No BFM688 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1" WHITE LETTERING ON BLACK V o M BACKGROUND, RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING CODE (n N_ 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION = -i LU U z dI REMARK #2-ADA MOLDED PLASTIC SIGN: No BFM687 AS MANUFACTURED BY ROCKWOOD, 6"X9" SIZE, 1" WHITE LETTERING ON Q "I-Ln ¢ o BLACK BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING D CD cv CODE 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION _ - - STOREFRONT W/ CL CLEAR ANDD. --� cel FINISHLL 00� -- — w� I� - - STOREFRONT W/ N' { I CLEAR ANDD. AS SCHEDULED AS SCHEDULED- AS SCHEDULED FINISH - � dw - - -- -=---- - VIEW SCOPE 2" TYP. OL J w w w WINDOW TYPE 5 � ��T �� �:� � � ZD �. z z A4. SCALE:3/8„ _ 1 '_0„ cn ca V) U'{ 2„ 27 2„ 2„ 2„ 2„ 2„ 2„ 0 of EQ. EQ.EQ. EQ. -- EQ -- EQ -- EQ -- A 0 0 -- - -------- - --- c B I N N O - - __- STOREFRONT W/ '� {- I ; rni CLEAR ANDD. INISH o a FZ cw, NOTES: p ` E s m c•, w { Z ' u Oo.oa)� - J 1. ALUMINUM ENTRANCE DOORS AS MANUFACTURED Q Z o 13 y { BY THE STOREFRONT SUPPLIER Q — .��t o8 6 � 0 2. ALL ALUMINUM WINDOWS TO HAVE FIXED 1" > (~) -n:- a a� w wi --STOREFRONT W INSULATED GLAZING LE 40 EXCEPT INTERIOR AND W ( °'�0 a N / EXTERIOR ENTRANCE VESTIBULE DOORS AND CO Ulm _ a _ Ln � `� CLEAR ANDD. >, F- o o ° ° - �` - l � FINISH SIDELIGHTS. THESE UNITS WILL BE 1/4 W CL c �o c o a 0) CLEAR GLASS. ...j Z .. "' a; 3. THE TRANSITION BETWEEN FLOOR MATERIALS > W p - t 3 a - - IS TO OCCUR AT THE CENTER LINE OF THE DOOR. a V V a° - o a m u 3._3„ 6,_O„ 3,_3„ w c S_ a v o 0- ('14- - - -- - 4. VERIFY ALL DIMENSIONS IN THE FIELD. 5. ALL GLAZING TO BE TEMPERED. { a� 2 WINDOW TYPE 2 w . . z A4. SCALE:3/8„ 1 ,-0„ N O I _ U. M N 6 WINDOW TYPE 6 M J --- 2,> 2" TYP. 2 - 1 0 2„ LL EQ. EQ. _2" N U. W co CN LL Uj o' 2'_2„ - - -- w z N j ci J LJ- -PAINTED HOLLOW C"�_-_ _ Li METAL FRAME ---- Z z m - - V -- -1/2" TEMP GLASS GLAZINGc < Wui �i " - WITH STRUCTURAL SILCONE A AN JOINT i _ STOREFRONT W/ N J w Z � a SEL T JO N � CLEAR ANDD. � - - - _ � STOREFRONT W/ FINISH a, - STOREFRONT W/ p � W �.., CLEAR ANDD. W Q CLEAR ANOD.- - o o FINISH c c - - FINISH U 00 � Cn Sk,- N .2 w " a - Lf. - - - N O � O `� I 2TYP. --- - 1 00 " -- a - - N W w tin N --- ------ 3'-6" WINDOW TYPE " - - .? . N SCALE-3/8" - 1 '-0" k ' � WINDOW A 4.TYPE 8 WINDOW TYPE 8WINDOWN NOTE. � TYPE 9 Q A4. SCALE:3/8" = 1 -0 DIMENSIONS ARE SCALE:3 8" = 1'-0" TYPICAL FOR EACH A4. / �\4 SCALE:3/8" = 1'-0" ����'r`�A��i�t� o HALF OF WINDOW 4-1 00 , -o 0 0 a o Tb v ' c Q U PORCELAIN TILE LEGEND WALL COVER LEGEND CARPET LEGEND 00 N PTmlcMANUFACTURER: SPECIALTY TILE W-1 MANUFACTURER. NATIONAL WALLCOVERING (VYKON) o PATTERN: VERANDA STONE PATTERN: HAVEN Y45202HN C-1 MANUFACTURER: PATCRAFT COLOR: PIETRA VECCIA V551COLOR: WASHED INDIGO PATTERN: 10048 - AWESOME SIZE: 12" X 12" TYPE: TYPE II WALLCOVERING COLOR: 48302 - SO FINE o Ov T FABRIC TYPE: OSNABURG CONSTRUCTION: TEXTURED LOOP PILE GRAPHIC Q FLAMMABILITY: NON-FLAMMABLE �� WEIGHT: 20 OZ. CONTENT: 100% PREMISE BCF NYLON Y U ABRASIVE WEAR: >100 ASTM C501 COEFFICIENT OF FLAMABILITY: CLASS 1 PER ASTM E-64 3 I o ..FRICTION: DRY: >0.8, WET: X0.6, ASTM C1028-89 FLAMABILITY: TESTED IN ACCORDANCE WIT I A T E-84 TUNNEL TEST, o ���� ������ „ „ SMOKE DENSITY: LESS THAN 450 ASTM E-6 co .� - CLASS A FIRE RATED, FLAME SPREAD OF 5, P A ' o CELL #(770) 262-4947 & SMOKE DEVELOPED OF 15 LOB Y � SIZE: 121-011W FINISH LOCATION. B FLAME SPREAD: 15 SMOKE DEVELOPE:25 YARN WEIGHT: 28 OZ/YD Z ��- ,7' AI�CHARD CONTACT: TRACY ROAN GROUT U (770) 449-6221 (OFFICE) (404) 316-4613 (CELL), (770) 449-3502 (OFFICE) Cn G-1 MANUFACTURER: LATICRETE FINISH LOCATION: WALL BEHIND TELLERS FINISH LOCATION: ALL AREAS THAT CALL FOR CARPET CL co COLOR: #41 KASHMIR w o MATERIAL: SANDED GROUT W/ LATEX ADDITIVE PAINT LEGEND z " Z co FLAMMABILITY: N/A O w CONTACT: ANDRA PROWANT P-1 MANUFACTURER: BENJAMIN MOORE w CELL #(770) 262-4947 COLOR: #2154-60 FILTERED SUNLIGHT 0 0 FINISH LOCATION: ALL PORCELAIN TILE FINISH: FLAT FINISH - LATEX PLASTIC LAMINATE0 — 0 M w W FINISH LOCATION: VESTIBULE, LOBBY, F,S.O STATIONS, INTERNET CAFE, CORRIDOR (124) Z VINYL COMPOSTITION TILE- oN ZQ CO MANUFACTURER: ARMSTRONG P'2 MANUFACTURER: BENJAMIN MOORE PL-1 MANUFACTURER: NEVAMAR o n V-11 ZN PATTERN: IMPRERIAL TEXTURE STANDARD EXCELON COLOR: #2154-40 YORK HARBOR YELLOW COLOR: KONA BLEND POLISHED VELVET w Ul 00 Z COLOR: #51858 SANDRIFT WHITE CD FINISH: FLAT- LATEX MODEL #: W20028PU a Q FINISH LOCATION: FASCIA OF SOFFITS (IN LOBBY AREAS) FINISH LOCATION: MILLWORKS @ TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, CLASS: ASTM F 1066 CLASS 2 - THROUGH PATTERN INTERNET CA PPORT LEG @ COUPON (121) SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS P'3 MANUFACTURER: BENJAMIN MOORE PARTITION WALLS @ WAITING AND INTERNET CAFE _ LL FIE TEST: ASTM E 648 CRITICAL RADIANT FLUX CLASS I COLOR: #2154-70 VANILLA ICE CREAM �• 0.45 OR MORE WATTS/CMS ����� FINISH: - CO ACT: � �{�;��� FLAT FINISH LATEX � w CELL # 770 851 - 7135 3 FINISH LOCATION: ALL GYP, CEILINGS AND UNDERSIDE OF DROP SOFFITS PL-2 MANUFACTURER: NEVAMAR ( 1 FINISH LOCATION: LOUNGE (126), COLOR: SANDIA MAPLE MODEL #: WM5577E V-2 MANUFACTURER: MANNINGTON P-4 MANUFACTURER: BENJAMIN MOORE FINISH LOCATION: TELLER LINE, GREETER, CHECK DESK, COFFEE STATION,PATTERN: ESSENTIALS COLOR: 2139-40 HEATHER GRAY CABINETS IN LOUNGE (126) COLOR: #127 WARM BEIGE FINISH: FLAT- LATEX FINISH LOCATION: LOUNGE (126) PL-3 MANUFACTURER: NEVAMAR �= SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS J COLOR: SHALE GREEN MATRIX CLASS: 2, SS-3128 (1) �� P-5 MANUFACTURER: BENJAMIN MOORS MR5004T MODEL #. TYPE: IV 3 COLOR: #2094-30 GIANT SEQUOIA FINISH LOCATION: COUNTERSTOP @TELLER LINE, Y ROBIDOUX FINISH: FLAT - LATEX GREETER, CHECK DESK, COFFEE STATION, DRIVE UP TELLER, CELL #(404) 630-8494 FINISH LOCATION: WOMENS (122), MENS (123) REMOTE TELLER STATION FINISH LOCATION: ELEC, (106), SERVER (1271, CORRIDOR (124 OMEN (122), MEN (123), P'S MANUFACTURER: BENJAMIN MOORE PL-4 MANUFACTURER: FORMICA y L i 3 U �'C O COLOR: #2154-60 FILTERED SUNLIGHT COLOR: BOTTLEGREEN QUARTZITE - V a w ° �� 'o0 RESILIENT B LEGEND FINISH: SEMI-GLOSS - AKLYD ENAMEL MODEL #: 3520-46 � o � � 3t FINISH LOCATION: ALL DOOR AND WINDOW FRAMES FINISH LOCATION: COUNTERS: INTERNET CAFE (114), COUPON (121) 0 z IV-0 N U RB1 MANUFACTURER: JOHNSONITE WOOD TOP CAP ON LOW WALL PARTITIONS @ F.S.O. o J 0 ��'02L a COLOR: #34 ALMOND PL-5 MANUFACTURER: FORMICA `- > v m o STYLE: MILLWORKS - MW-34-F - BELUGA W �,,3 o z N P 7 MANUFACTURER: BENJAMIN MOORE COLOR: � a o o a nm MODEL #: REVEAL COLOR: HC-30 PHILADELPHIA CREAM MODEL #: 3697-58 w o. s o.o 1 / " 4-1/2" COUNTER IN LOUNGE {126) -� Q z o Til o o ; � FINISH: FLAT- LATEX FINISH LOCATION: oL. w o 0 =,, C NCENOT RATES FINISH LOCATIO CTI C G LOBBY AND CORRIDOR (124) o °C U v a MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING EMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 *NOTE - ALL PAINTS ARE CLASS A PL'ra FINISH LOCATION:LOBBY AREAS, VESTIBULE 3 MANUFACTURER: PIONITE E , ULE 3 COLOR: BRUSHED ALUMINUM TRANSITION LEND . _ . . z MODEL #. FA006 G GLOSS RB2 MANUFACTURER: JOHNSONITE N� COVER ALL POSTER BOXES 0 FINISH LOCATIO _ COLOR: #34 ALMOND TS-1 MANUFACTURER: JOHNSONITE M STYLE: TIGHTLOCK 0 z MODEL #: CT-209 TIN - CONTOUR EDGE *NOTE - ALL LAMINATES HAVE FLAMESPREAD OF 15 & LL N MODEL #: TCB-4 1/4" - 4' - 34 SIZE; 3/8" TO 1l4" MATERIAL SMOKE DEVELOPMENT RATING OF 15 M 4u w i �� D �R-Ie �Q)�,��ARPET TO TILE (FITRCESISN E OT RATE ����� QTESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING FIRE RESISTANCENOT RATED STAIN COLOR o Q w - TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 � J m CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 _ w U S.D. BOXES (118), CASH VAULT (119), STORAGE (129) 3 Q z si COLOR: TO MATCH JASPER DESK: RICHLEIGH WALNUT JOHNSONITE g RB3 MANUFACTURER: TS— MANUFACTURER: JOHNSONITE = Q MODEL #: J o COLOR: #18 NAVY BLUE CTA - 34 - C FINISH: SATIN 0 FINISH LOCATION: ALL DOORS AND FURNITURE Q > STYLE: MILLWORKS - MW-18-F COLOR #. #34 ALMOND Z � m MODEL #: REVEAL SIZE: 1/4" TO 1/8" MATERIAL Z Q w U SIZE: / �� X 4-1/2" �E P 0 NEL1 r� (� z FIRE RESISTAN E �^ w g �IRR�SST N E 0 RAE C NOTRATED C EXPOSED AGGREGATE mSTAINED J TESTING: MEETS OR EXCEEDS REQUIREMENTS T HEAT/LIGHT IN ING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING = w a Q 0 AG G ) - � � o CH MICA S & DIMENSIONAL STABILITY - ASTM-F 1861 CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 ° z w °° FINISH CTI SINAL ��-J �--���� � ����� sc_ LL LL.� 1 COLOR: TO BE COORDINATED WITH DBC PROJECT MANAGER Q 3 _ 0 zZ RB4 MANUFACTURER: JOHNSONITE - MANUFACTURER: JOHNSONITE FINISH/TEXTURE: TO BE COORDINATED WITH DBC PROJECT MANAGER 0 0 = '� COLOR: #34 ALMOND MODEL #: CTA - 34 - C N C'o STYLE: COVEBASE COLOR #. #34 ALMOND MODEL #: CB-4 - 4 - 34 SIZE; 1/4" TO 1/8" MATERIAL Sj;Z�� 4" 0 B S DESCRIPTION: TILE TO RESILIENT " 40 'TESTING: IRE RESI TA� T A ED F E RE I A C NO AT D MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING N H M CALS & DIMENSIONAL STABILITY - ASTM-F 1861 CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 r u ����� o FIN I�L A I 1 ;��lll��►�1� JC O,R q � LOUNGE 126 ELEC. 106) SERVER 127) �����-��� 3 DEC. 22,866 0 °° N o ( I, l ( 3 a v v c a c a AB BREVIATIONS SYMBOL LEGEND CODE REVIEW FLORIDA BUILDING CODE - 21004 EDITION WITH 2005 SUPPLEMENIS A.F.F. ABOVE FINISHED FLOOR LLV. LONG LEG VERTICAL A I 1 SHEET REFERENCE N A.P. ACCESS PANEL L.P. LOW POINTPVC CAP (TYPICAL) -- FLORIDA MECHANICAL CODE - 2004 EDITION A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER a A.B. ANCHOR BOLT MAS. MASONRY - DRAWING NAME .� �6" FLORIDA PLUMBING CODE - 2004 EDITION o ARCH. ARCHITECTURAL M.O. MASONRY OPENING NONE 4 DIA, STEEL GUARD POST O0 A.D. AREA DRAIN MAX. MAXIMUM DRAWING TITLE CONC. FILLED W/ ROUNDED PVC FWRIDA ELECTRIC CODE - 2004 EDITION B.U. ROD BACK-UP ROD M.E.P. MECH./ELEC./PLUMB. CAP, PAINTED BY EXTERIOR M�D� CODE - 2 PAINT CONTRACTOR INTERNATIONAL F003 EDITION BSMT. BASEMENT MECH. MECHANICAL `� � a BM. BEAM M.D.F. MEDIUM DENSITY FIBERBOARD B.M. BENCH MARK MTL. METAL 1 ENLARGED PLAN DETAIL NRA 101 - LIFE MTY CODE - 2003 EDITION A1.1 - BLKG. BLOCKING MIN. MINIMUM PREFAB METAL FORMS ACCESSIBILITY - CHAPTER 11 FLORIDA ACCE�S�SIBILTY CODE FOR BUILDING " BD. BOARD MISC. MISCELLANEOUS 1/2 '04 PREFORMEDI o BOT. BOTTOM MOD. MODIFIED EX JT MATERIAL CONSTRUCTION - 2004 EDITION o BLDG. BUILDING MOD. BIT. MODIFIED BITUMENK� B.L. BUILDING LINE M.S.L. MEAN SEA LEVEL 2 DETAIL REFERENCE GRADE VARIES SEE CIVIL 1 o B.U.R. BUILT-UP ROOF N.A. NOT APPLICABLE A1.1 r p B.G. BUMPER GUARD N/A NOT APPLICABLE •. C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT CLG. CEILING N.T.S. NOT TO SCALE 3 i AREA CALCULATION O CEM, CEMENT 0.C. ON CENTER A1.1 SECTION REFERENCE N U CTR. CENTER OPNG. OPENING C.L. CENTER LINE OPP. OPPOSITE - - ONE STORY CER. CERAMIC 0.H. OPPOSITE HAND C.T. CERAMIC TILE OVER HEAD 4 TOTAL FLOOR AREA- 3,4% SQ. FT. W O COL. COLUMN 0.D. OUTSIDE DIAMETER EXTERIOR ELEVATION 12 DIA. CONC. FND. CONC. CONCRETE OVERFLOW DRAIN A3.1 U 0 C.M.U. CONCRETE MASONRY UNIT 0.A. OVER ALL Zco CONST. CONSTRUCTION PTD. PAINTED DRIVE-UP BOLLARDS 0 a CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE U CN CONTR. CONTRACTOR PREFAB. PREFABRICATED P1 PARTITION TYPE OCCUPANTw LOAD o 0 H o C.J. CONTROL JOINT P,T. PRESSURE TREATED J Z OD COORD. COORDINATE P.L. PROPERTY LINE pipe bollard USE GROUP B - BUSDVESS • CD CD C.G. CORNER GUARD PLUMB. PLUMBING m w DET. DETAIL PLYWD. PLYWOOD a1 PLAN KEY NOTE w DIA. DIAMETER P.C. PRECAST CONCRETE CSS . n.t.s. FLOOR ARFA ALLOWANCE PER OCCUPANT - 100 GROSS SQ. FT. Z Q DIM. DIMENSION PORTLAND CEMENT nr� WN SPOUT RECP. RECEPTACLE TOTAL OCCUPANTS = 3S C� w X a M D.S. DO OU 204 DOOR REFERENCE _� Z � DWG. DRAWING R.C.P. REFLECTED CEILING PLAN DN. DOWN REF. REFER OR REFERENCE J w � ego EA. EACH REINF. REINFORCING 0 Q rn E.W. EACH WAY REQ'D. REQUIRED 204 WINDOW REFERENCE ELEC. ELECTRIC R. RISER CONSTRUCTION TYPE E.W.C. ELECTRIC WATER COOLER RAD. RADIUS CL EL. ELEVATION R.D. ROOF DRAIN JA 1 9'-0" CEILING TYPE & HEIGHT ��� -� LL 0� -- ELEV. ELEVATION RM. ROOM TYPE V)> EQ. EQUAL R.0. ROUGH OPENING A `, .�J-' EQMT. EQUIPMENT RW, RED WOOD N{SN-SPRINT LERED EXIST. EXISTING S.A.B. SOUND ATTENUATION BLANKET D A2.1>13 INTERIOR ELEVATION E.J. EXPANSION JOINT SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION FIN. FINISH SH T. SHEET F.F. FINISH FLOOR SIM, SIMILAR BEARING-HEIGHT FLASH. FLASHING S.O.G. SLAB ON GRADE 0'-O" FLR, FLOOR SPEC. SPECIFICATION MFELEVATION LINE F.D. FLOOR DRAIN SQ. SQUARE NS OF EGRESS FT. FOOT S.S. STAINLESS STEELREVISION CLOUD F.R.P. FIRE RESISTANT PANELS S.P. STAND PIPE GALV. GALVANIZED STD. STANDARD O REVISION NUMBER AND NUMBER OF EXITS' 2 G.L. GRID LINE STL. STEEL GA, GAUGE STRUC. STRUCTURAL GEN. GENERAL SYS. SYSTEM GL. GLASS THK. THICK GYP. BD. GYPSUM BOARD T.&G. TONGUE & GROOVE HDBD. HARDBOARD T.C. TOP OF CURB HDW. HARDWARE T.O.P. TOP OF PARAPET G E N E R A L N O T E S HDWD. HARDWOOD T.O.S. TOP OF SLAB HT. HEIGHT T.0.STL. TOP OF STEEL o °' H.P. HIGH POINT T.W. TOP OF WALL 1. DO NOT SCALE THE DRAWINGS. H.M. HOLLOW METAL T. TREAD c HOR. HORIZONTAL TYP. TYPICAL o~y H.B, HOSE BIB U.N.O. UNLESS NOTED OTHERWISE 2. FIELD VERIFY CONDITIONS PRIOR TO CO CEMENT "' HR. HOUR V.GR. it O c w o Q L -m m I.D. INSIDE DIAMETER VERT. VERTICAL u OF EACH PORTION OF THE WORK 0 Q z � a�o INSUL. INSULATION VEST. VESTIBULE INT. INTERIOR V.W.C. VINYL WALL COVERING ; i 0 T PARAPET I - SINGLE-PLY ROOFING a 28 -3 A.F.F. i Q RIGID INSULATION ON METAL DECK T STEEL _ I STEEL JOIST, SINGLE-PLY ROOFING „? 25-3 A.F.F. - SEE STR. RIGID INSULATION .Q STEEL JOIST,�F�iFtltl 11 11 1 SEE STR. o T STEEL �I 00 24-0AA.F.F. T STEELgk 24'-4 A.F.F. ° 0 � U a Y L t. BEAM, SEE STR. �o 0 6" METAL STUDS BEAM, SEE STR. x x x T PARAPET x: x x x _ R-19 BATT INSULATION 14'-6" A.F.F. 6" METAL STUDS 1 1/2" EIFS ON Z R-19 BATT INSULATION 'S _ 1/2" DENS-GLASS O O O ` GOLD SHEATHING PROVIDE 1" VENT WITH SCREEN U 1 112" EIFS ON << AT EVERY 4TH STUD SPACE 1/2" DENS-GLASS ,___ T CEILING - - -FLASHING CL 0) T GOLD SHEATHING �� - 21 -0 A.F,F. UP ROOFING W O - V P.T. 2x8 WITH RIPPED EDGE _I P.T. 2x6 SINGLE-PLY ROOFING I ' i T PARAPET Z A.C.T. RIGID INSULATION `- P.T. 2x4 CONT. ----- T14'-6" A.F.F. 0 W r) STANDING SEAM ROOF 1 1/2" VENT CONT- o T WINDOW -STEEL JOIST, �� �� _ F- o 19 -9 A.F.F. SEE STR. - ON 15 FELT ON 3/4" W/ BUG SCREEN O O O J ? 00 I # — w ++�� EXTERIOR GRADE PLYWOOD P.T. 2x4 W/ 2" GAP--- TS, SEE STR. +_ + + +, AT EACH END �] w W x x SEALANT --P.T. 2x4 BLOCKING to Z `o x x x - -- PROVIDE BRIDGING 5/8" GYP. BD. ---------------------------------- W/ EDGE RIPPED TURN ROOFING ------ - - Z AS REQUIRED, SEE UP PARAPET �1 U o "' � N �` STR. j c' BETWEEN METAL STUDS - x Q I - _ " SEALANT SINGLE-PLY ROOFING ��: � � -- - P.T. 2x8 WITH RIPPED EDGE co Z w � 00 W U z A.C.T. --7-1 RIGID INSULATION -- - 0 Q -- TURN ROOFING UP ` TURN EIFS FINISH WALL 6 MIN. �\ UP FASCIA AND COVER STEEL JOIST, -STANDING SEAM ROOF WITH FLASHING SEE STR. ON #15 FELT ON 3/4" EIFS DRIP - - _� J '� � BEAM � J_� \, ~ ,\ BOTT. SOFFIT ` ++ `�� EXTERIOR GRADE PLYWOOD LL x ..... BEYOND xn 11 -0 A.F.* -- SINGLE-PLY ROOFING - y EIFS DRIP BEAM, -- P.T. 2x4 BLOCKING UJ I SEE STR. - --_ x, �� ' W/ EDGE RIPPED � � RIGID INSULATION -- YKK YH 50 F1 `x - -2" CONT. SOFFIT �� BETWEEN METAL STUDS ON METAL DECK L, STOREFRONT SYSTEM xK VENT WITH SCREEN LOOKOUT, �� SEE STR. --- � ---FLASHING STEEL JOIST, -- 1 112" EIFS SEE STR. �, n `� �� --TURN EIFS FINISH X, TS W/ CONT. L----� +++ \+� UP FASCIA AND COVER x x x xxr - - 1/2" DENS-GLASS GOLD SEE STR. lit++ WITH FLASHING �- x x x i - -SEALANT A.C.T. - -_- --FLASHING BOTT. SOFFIT �� ---3�� EIFS � � ,,�� 11'-0 A.F.F. T STEEL 5/8 GYP, BD. ON- '� } - -- EIFS DRIP '�' 12'-9" A.F.F. TURN ROOFING UP 6 METAL STUDS 1 1/2" EIFS - 2" CONT. SOFFIT � WALL 6" MIN. - - -- --- '' 1 1/2" EIFS ON INSULATION ---- , f VENT WITH SCREEN 112" DENS-GLASS - --- 1 1/21' EIFS /r~e I GOLD SHEATHING _- A.C.T. BRACING, --- -- --TAPERED RIGID INSULATION SEE STR. ��_ � 1/2" DENS-GLASS GOLD SEALANT �' �� �`\ •x INSULATION ------- ON ON 3/4 PLYWOOD DECK r j ---TOWER WALL 3 SINGLE-PLY ROOFING � � � BEYOND t 4, W o 5/8 GYP. BD. ON--- v F o -- Z 6" METAL STUDS 1 1/2" EIFS p c` a i o � °' a = OL SILL / GRAVEL STOP -�4 -- T11'-o" A.F.F. / I O Z v via ` P.T. 2x4 -- � a o v � 4Z I ...J O N O rn TS, SEE STR. -- o � �, A.C.T. P.T. 2x6 - 0 Q �- 8 W' v O v > V a ;?,- BOX ?,- = BOX BEAM MADE OF — - T CHANNEL LL1L O C C N >.N Q (2) 10" METAL STUDS 9 -8 A.F.F. KK HS 50 I - � �- o L,N AND (2) 6" RUNNERS �STO �N�S�YSS EM W Q Z o OR PY -----TOWER WALL W O O a w;a ; 5/8., GYP. BD. 3 BEYOND U U CL o I -CHANNEL SEE STR. a o a 5/8 GYP. BD. � (2) P.T.2x6 1/2" JOINT W/- ---- SEALANT TS, SEE STR. -- 1 1/2" EIFS ON 1/2" DENS-GLASS ' SEALANT - 1 GOLD SHEATHING ON 6" STUDS, SEE f;r • • Z STR. FOR STUDS INFORMATION O - SEALANT \: O TURN EIFS FINISH z N DOWN SLAB EDGE41 N xXM i X W LL _ GRADE � u.. W � ° LL W m � 0 TURN EIFS FINISH Q > a DOWN SLAB EDGE �/ op _ , 7,> -- - Z Z U O Q WALL SECTION ��1 � u- o W co SCALE.3/4" = 1 '-0„ ` -GRADE Q � A 3. 3 W 0 Q SEE STR. FOR { _ ������ SLAB INFORMATION ADA COMPLIANT HIGH x 4 WIDE ALUM.f ' �' ' -`�' THRESHOLD "�` ? fZl '�R ' ■ WALL SECTIONWALL SECTION 2rOO4r �11ALL SECTION to co tn SCALE.3/4 = 1 -0 � �� " o A3. J� SCALE.-3/4" = 1 -0 I A3.3 SCALE-.3/4" = 1>_0„ \,,,,.A3. Jz � ► � ch }' co SINGLE-PLY ROOFING v v - - RIGID INSLUATION -- 1/2" PLYWOOD o L C CL j-METAL DECK 1 1/2" EIFS 1/2" DENS-GLASS GOLD - — --- 6" METAL STUDS -- » A -COLUMN, SEE STR. - -5/8 GYP. BID I I II c C > O - - INSULATION ---- -- P.T. 2x6 BLACKING L_ SEALANT o 04 - STEEL JOIST, SEE STR. E - -TURN ROOFING UP PARAPET M i - - SINGLE-PLY R FING ° o TELL DRIVE-UP WINDOW -P.T. 2x6 BLOCKING I i--- RIGID INSULATI y U Y BY BANK EQUIPMENT SUPPLIER L Y --STEEL JOIST, SEE SOL TR. TOP PARAPET 10 19'-10 A.F.F. - -- Q ATTACH RUNNER TOco JOIST, SEE STR. K"T PLAN DETAIL A3. 4 SCALE:3/4" = 1'-0" j z --- _ O - - - - -3 5/8" METAL STUD 24" O.C. MAX \ W o — U ' Z . --BRIDGING AS REQ. � Q cr Ic O 1/2 DENS-GLASS GOLD --_ _ w S z h co FIBER CEMENT - B CEET D Z �i SIDING Lu ., r t FLASHING - \ Z V o 0o Lu � � � X M k N `-- BEAM, � = z - co 5/8" GYP. BD. I L SEE STR. V-011 Z — ---— � Q a o INSULATION + - - WALL STOP METAL PAN. ++13'-4" A.F.F. n o { _,� „ �+ + ;- -TS, SEE STR. � I � \ LL A 3.4 SCALE:3/4 = 1 -0 STANDING SEAM ROOF — I+ '` ._... ON #15 FELT ON 3/4" — F EXTERIOR GRADE PLYWOOD -- SINGLE-PLY ROOFING TURN EIFS FINISH UP FASCIA AND COVER 1'-O" , -RIGID INSLUATION WITH FLASHING � -- % + 5/8 GYP, BD. SOFFIT ON 3 5 8" METAL STUDS FLASHING W/DRIP --- METAL DECK - BOTT. SOFFIT ,.,. , AT 24" O.C. MAX. �1-0 A.F.F. FIBER-CEMENT SIDING 5/8" GYP. BD. ON ON 1/2 DENS-GLASS g GOLD ON 4" MTL. STUDS _ EIFS DRIP ` 6" METAL STUDS — SEALANT _--- _� - -- r SINGLE-PLY ROOFING �; - STEEL JOIST, SEE STR, RIGID INSLUATION TURN ROOFING x 12 MIN. UP WALL-- METAL ALL-METAL DECK - N O N -LINE OF GYP. BD. = a I x v � SOFFIT BEYOND OC 3 N C ATTACH RUNNER TO w A JOIST, SEE STR. o CO C O O N ----BRIDGING AS REQ. Q Z � BEAM, SEE STR. - - U. Q H 5/8 DENS-GLASS GOLD O U -- -- Om O amt 3 5/8 METAL STUD w y c Q) N ® 24 O.C. MAX 1 1/2" EIFS c 0- Q d �� ° / Z o i � P.T. 2x6 BLOCKING -- 3 0 V a \ ^ QCL U YKK YHS 50 FI \ a N C STOREFRONT SYSTEM - TOWER WALL �\ I -- -- BEYOND N � Z SUSPENDED 9 1/2" 1'-0" LL CEILING © - ----- -- - - - O M 10' A.F.F. I '0r M LL L. N N 5/8" GYP. BD._ -= W CIO EIFS FINISH ON V _ 2 WALL SECTION - FACE OF TURN- -�• Q U A3. 4 SCALE: = 1'-0" DOWN SLAB l,L, m �_ � W U GRADE -- SEALANT Q 12" CONCRETE Z VAULT WALL. SLAB, SEE STR. Z F- i ) VAULT DOOR JAMB Q 1 1/2" EIFS . 1/2" DENS-GLASS GOLD — ----7/8" METAL FURRING - I STRIPS AT 24" O.C. W F- 6" METAL STUDS _.. _. .. -...._______.W.-_..._ .._...._...._...._..__...__._ _� Z - -5/S GYP. BD m.__ ,�.,_ _ _ �, L � � � ��� ,���,.,�1 -'-,'�_ � a 5/8" GYP. BD— 0 �, �'. �- M LLJ C 7/8" METAL FURRING — . ` � Z Q STRIPS AT 24" O.C. \ Q 11 ' o LL 0 a 6" METAL STUDS — ;. 2 Z co uj _c � 1 12" CONCRETE "- - VAULT WALL. ---7/8" METAL FURRING En STRIPS AT 24" O.C. \�� ^ 3 PLAID DETAIL 5/8" GYP. BD Q cfl N >> AJ. 4 LE:3/4" _ 1,-�„ A3.q SCALE:3/4 = 1 0 'v DEC 2 06 'o Zn 12 1 1/2" EIFS pq c o .� -BOLLARD 1 1/2" a 0 C) - - - SEALANT TYP. P.T. 2x8 BLOCKING 1 1/2" EIFS - -- - INSULATION 00 r� - - � BD. /8 5 " GYP. i � - - -5/8" GYP. 1/2" PLYWOOD 1/2" DENS- -- 5/8 GYP. BD - � / 3 DENS— 3/4" PLYWOOD GLASS GOLD C7 GLASSGOLD - - i _ BREAK METAL PAINTED _ -- -------- - -- - -- - - - - EIFS P.T. 2x6 BLOCKING _ TO MATCH EIFS =_" 6" METAL STUDS - O T 1/2 DENS-GLASS GOLD � O 0 N �, U COLUMN, SEE STR. u -- - , P.T. 2x6 BLOCKING 1/2" DENS-GLASS GOLD o 1/2 EXTERIOR � ;n _ . 0 \ F DRIVE cD GRADE PLYWOOD •- -LINE 0 D E THRU ISLAND co c � 0 0 6" METAL STUDS �' - -3 5/8" METAL STUDS Ln 1 - Z COLUMN, SEE STR. 1 1/2EIFS O COLUMN, SEE STR, r 1 U 1'-0 1/2" C/)1'-8 1/2" s - - - - - a. ------------ ---- �- - - -- I - SEALANT AND co 4 VIV A LL DETAIL A K R ROD W O BCE U 11 10 SCALE:1" = 1 '-0" V • O A3. 7 WALL DETAIL z 1/2" PLYWOOD - --1x8 PAINTED a A3. rJ SCALE:1" = 1'-O" f, TRIM BOARD O U P.T. 2x6 BLOCKING / j CN 3 SEALANT (TYP.) 0 H a clili WALE DETAIL " - 3/4" PLYWOOD —� - 4-� - - ------ --- - - - - ---1 -1 -1/2 . — • Al cJ SCALE:1 1 -0 C) SEALANT - m w � w Z X z M cD L lT7 - - - M - c) 5 O P.T. 2x6 BLOCKING - -- -- - - -- -- o N X CD i w J � � 5/8" GYP. BD COLUMN, SEE STR. 0 g 3 5/8" METAL STUDS - � 5/8" GYP. BD 1 2" PLYWOOD INSULATION / - 3 5/8 METAL STUDSCL - INSULATION -- 1" PLYWOOD _. ..... LL 6" METAL STUDS 6 METAL STUDS 5/8" GYP. BD / SEALANT - r_ 40-20* Ln uj 00 6" METAL STUDS - -- - C --- 5/8" GYP. BD - -- P.T. D --P.T. 2x6 BLOCKING W/ I I PLYWOOD FILLER - i �� ,--INSULATION - - - - RETURN EIFS FINISH _ 6" METAL STUDS -_ - - - -- - - - -- - - - - -- - - PAST WINDOW JAMB P.T. 2x4 BLOCKING P.T. 2x6 BLOCKING - - ,► j 1/2 PLYWOOD N P.T. 2x6 BLOCKING - -- f \ SEALANT ' 1 1/2" EIFS COLUMN, SEE STR. � '� � � F I FIBER CEMENT SIDING I � 1 2 DENS- /2" EXTERIOR- FACE OF COLUMN �� �� - 5/4x4 CORNER BOARD (TYP.) _ / " 1 -- - - - 1/2" DENS-GLASS GOLD GLASS GOLD GRADE PLYWOOD - SEALANT - ` ' I -SEALANT 0 v; �- COLUMN, SEE STR. r 1 f1 \ N - 3 -4 -- 5/4x4 CORNER BOARDco FIBER CEMENT SIDING j Lu �= y �F—u; 3 z - U C C � 1/2" DENS-GLASS GOLD D d ` E 2 WALL DETAIL ° Z = 0 11 a � �-- - SEALANT - -- J O p N o o SCALE:1" - 1'-0" - Q Q T� y o A3. 5/44 CORNER BOARD - - U WALL DETAI > � o r =) M a 0 2 A3. J SCALE:1" - 1 '-0" C V) f1 � °'' 00N Q c L_ t CL co o00 � � rn W 0, O c C _ J Z o�` T �7 moo. 3 o Lu p a �, DC U U /'0000' 5 WALL DETAIL a ya�.- U a t ° VLa� i o f- CL L. o i P.T. 2x4 BLOCKING --5/8" GYP. BD -SEALANT 6" METAL STUDS - - -- - 3 1 1/2" EIFS -- - j- 1 1/2" EIFS FACE OF STUD. -- INSULATION - SEALANT 1/2" PLYWOOD � . U. M P.T. 2x4 BLOCKING 1 NS-GLA GOD -- 3" 3 1/2" j 1/2" DENS- W /2 DE SS L GLASS GOLD � ��� u- _ j COLUMN, SEE STR. FACE OF \ 3 1/2" PLYWOOD - - VAULT WALL 6 RUNNER-- ------8„ RUNNERcl BENT TO FIT AND TRIMMED LL INSULATION 6 METAL STUDS 1/2" DENS- - -- LL m � _ U X E — � - - . ,� - � -< ►' - ,� �'. � - -� ( z�- �, X � � .X �. X. � � �� � � GLASS GOLD T Z 5/8 GYP. BD --- - - - _. P,T. 2x6 - - _ F 6" METAL STUDS - / 3 5/8" METAL STUDS j �� BLOCKING Q CN SEALANT INSULATION l J C 0 �. RIP 2x8 m 1 PLYWOOD COLUMN, SEE STR. TO FIT �-WRAP WITH U_ f i -- - - - - 5/8„ GYP. BD - - --- - -- FACE OF r BREAK METAL z 6" METAL STUD LL � —,.- - _ - - - - -- -- - - 6 METAL STUDS ALL r� 0 VAULT W Q Q ., - W - - - /8 GYP. BD __-- 5 12" CONCRETE -- - i L o VAULT WALL. i 00 W W -7/8" METAL FURRING " p I a 1/2" PLYWOOD - --- ,� RETURN EIFS FINISH - STRIPS AT 24" O.C. En Z 1 1/2 EIFS PAST WINDOW JAMB j y - (0*10 WALL DETAILSEALANT - - -- - �_ 5/8 GYP. BDa - -- SCALE:1" = 1 '-0" 1/2" DENSEn - P.T, 2x6 BLOCKING GLASS GOLD P.T. 2x6 BLOCKING -' A3. 5 P.T. 2x6 BLOCKING I g 0 - ALL FASTENERS USED FOR SECURING P.T. WOOD 00 4 — TO BE RIOT DIPPED GALVANIZED STEEL SCREWS PER ASTM/A 153/ A 153M �,,�,,,,, uo) WALL DETAIL6 WALEDETAIL M " 9 WALL DETAIL A3. cJ SCALE:1 = 1 -0 A3 SCALE:1 = 1'-0" , 0 v° N 0 b 5. a � $ v 4'-11 1- /2 10'-8 112" 10 11 ..� „ ,- „ „ FI R A4.1 PL WALL FINISHED FILLER 2'-7 1/2" 2 0 3'-0" 3'-0" 1/2" LLE ADJUSTABLE 10'-0' - - _- _ _ CABINET CEILING __ __ ____-_ --__- - SHELVES (TYP.) - \ (TYP.) 00 PL COUNTER TOP & BACKSPLASH PL-2 14 N A4.1 A4.1 ° W o 8 A4.1 PLAS LAM --_ � - PLAS LAM o COVER COUNTER AND I - WBINET PL-2 BACKSPLASH - - PL COUNTER AND ° i - ° o rFm`IOWAVE `V BACKSPALSH U a N II � - _ U END Lo PLAS LAM COUNTERTOP /W SHELF r PANEL o FINISHED `�'' AND BACKSPLASH _ PL BAS � FLOOR PL-3 _ 'I NIGHT ❑-� CABINET N -- REFRIG - DEPOSIT (TYP.) o q — — — — '� INTERMEDIATE SUPPORT -/I FIB, CTB L- I I o oSEE SECTION 5 ON A4.1 z K �, '� FOR CONT. OF CABINETS DO S 0 LY Q �� METAL UNDER COUNTER - - ' " ' " 3 -0 -- 3 0- 3 -� - ~ BOOTH E - SEE PLAN FOR COUNTERTOP 1 C EQUIPMENT BY IW CONFIGURATION (/) SCALE:3 8" = 1'-0" � -� CONTRACTOR � A4. 1 / I 2 -0 3 -0 3 -0 1/2 FILLER 15'-8 3/4 a- z 2'-8" 8'-01 12" 0 DRIVE UP ELEVATION z " " 4 INTERIOR ELEVATION z � A4. 1 SCALE:3/8 = 1 -0 SCALE:3/8" = 1 '-0" O p 7 A 4. 1 U � , Lo A4.1 N � w o � N 2 KITCHEN ELEVATIONz � Q SCALE:3 8" = 1 '-0" 4 1 OVER HANG LAMINATE o N FOR SCRIBE TO WALL. Z a o 0 A 4 1 (TYPICAL) C� w M M NOTES: �_ o 11 1. PROVIDE BLOCKING AS REQUIRED, 2. ALL INTERIOR SURFACES TO 4� J 1'x1u ALUMINUM W U Ln z � A4.1 BE WHITE MELAMINE. ANGLE CLEAT Q Q M Q �-- ADJUSTABLE 3. SEE FINISH PLAN FOR ADDITIONAL SHELVES (TYP.) INFORMATION. 4. SEE ELEVATION FOR ADDITIONAL 411 J INFORMATION. LL P. LAM. COUNTER 21.111 FINISHED PARTITION �N� PANES ATRHEIOHT co All Al .- PL WALL CHANGE 16 CABINET DETAIL `V CABINET (TYP.) 3/4" PLYWOOD COUNTER TOP SCALE:3/4" = 1 '-0" WITH PLASTIC LAMINATE TOP P. LAM, COUNTER A 4. 1 TOP W/ BACK SPLASH - - PL COUNTER AND co 3/4" PLYWOOD BACKSPLASH - -- �r BACKSPALSH WITH PLASTIC LAMINATE a v [�0 3/4" PLYWOOD DOOR WITH PLASTIC ---- - -PL BASE LAMINATE. PROVIDE CONCEALED _ I - N w �I E- CABINET HINGES AND BUILDING STANDARD - to ALUMINUM WIRE PULLS W z 111Le�AT ANGELS 0 (TYP.) o C z zWRAP PIPES TO COMPLY WITH CODE > ' P. LAM. SUPPORT CODE FOR HANDICAPPED _� - lu sec ELEVATION - U-1 ACCESSIBILITY - - - -- l= r "' FOR LOCATIONS ALIGN W/ ADJACENT TOE KICK N " P. LAM. END PANEL o -64" PLASTIC LAMINATE BASE; SEE ELEVATION INTEGRAL TOE KICK a ---- - -- - -1 ATTACHED TO DOOR TO FOR LOCATIONS ATTACHED To DOOR PANEL PROVIDE MIN. 3'0" CLEAR L ACESS AT SINK AREA. --- --- -__ - ��� ��-o�� 6�� SCHEDULED PLOOR N --- dn rINiSH " r a FINISHED FLOOR 3 LLJ 5 INTERIOR ELEVATION :��- -pU TYP. INTERMEDIAT Z o ,� -- ---2'-0 _—- SUPPORT 0 ° ' Er m' SCALE:3/8 = 1'_o" r15 CABINET DETAIL 3�Z . i4. 1 � QZ = 0- 8 SECTION AT COUNTER TOP � 0U)� SECTION AT BASE CABINETSCALE:3/4" = 1 '-0" (cicUO 8-6 A 4. 1 LL A4. 1 rQ-0SCALE:3/4" 1SCALE:3/4" O 0 mo oWITH SINK UJ 3a� C 11 c (-A W �" Z O)0 0° °.°' c 3 O3` U O O 3 Yu ��'3" PACE OF GYP. BD. _ � W � 1 3 a � U U •° r o c �`•`- N ° 0. N U GTP.ec. PLASTIC LAMINATE ON o a L o 0 ' PLYWOOD SHELVES 2 P.LAM. ADJUSTABLE SHeLVES _ Ix4 BLOCKING AT Z tD WALL CABINET W/ EACH END (TYP.) O c` DOOR. P. LAM. ON ALL EXPOSED PACESQ �� O ch o INTERMEDIATE Z M N SUPPORT AT ILL N TOILET ACCESSORIES MID-SPAN (1F REOD.) c" 1 SECURE TO 2x WALL w J DESCRIPTION REMARKS BLOCKING (TYP.1 % A4.1 _ Al NOT USED NOT USED y Q U ILL T BOBRICK o P. LAM COUNTER TOP 2,_�„ PLAS AM COUNTERTOP Ll- w ❑ TOILET TISSUE # B1 DISPENSER B-685 100 �j AND B CKSPLASHO z „ � Ko*olw 7 SH ELE DETAI L 42 HANDICAP BOBRICK # IMILAR " V g 0 1 ❑ GRAB BAR B-6806-42" - SCALE:3/4 = 1 -0 [Dl] C1 - 36" HANDICAP BOBRICK # J Q GRAB BAR B-6106-36 '� — Q " Z R C2 B1 WALL MIRROR BOBRICK # - - - --- U) m 01 -1 636 WALL ANGLE z � �. ❑ B 65 3 O Q W — GENERAL NOTES: . I I Q Q X DRAWER W/ SLIDE A4.1 r� o � J o I Q o 1. NOTE. REFER TO PLUMBING DWGS FOR PLUMBING FIXTURE _ EACH SIDE I''3" W - ;� TYPES. P.LAM. ADJUSTABLE I -i Q iv cfl �' SHELF W Ll. clcl 2. PROVIDE WOOD BLOCKING @ SUPPORT FOR GRAB BARS. o0 - ` BASE CABINET W/ - I a 0 w ACCESSORIES LOCATED IN HANDICAP AREAS TO BE - - 1,-4„ 6„ 3. ALL CCE N ul DC DOOR. P. LAM ON ALL Z MOUNTED PER MFR ADA RECOMMENDATIONS. EXPOSED FACeS MICRO-WAVE SH n f Z � 4'—0„ n ('07o T01 LET ROOM ELEVATION F r15 -_4 I DEG CASH VAULT E LEVATI 01� � `2 2006 12 CASH VAULT ELEVTION K" >> _ 14 SH E LF� DETAIL d- m [� SCALE:3/4" = 1'-0" A4. 1 SCALE.3/4 - 1 0 11 TYI CABINET SECTION AL�, � SCALE:3/4" = 1,_0" � z A 4. 1 Q, co A 4. 1 SCALE:3/4 = 1 -0 N 12 - 1 1/2" EIFS -- BOLLARD 1 1/2" a f -- - - - - 0 „ SEALANT (TYP.) ', P.T. 2x8 BLOCKING 00 1 1/2 EIFS - - - INSULATION 5/8" GYP. BD. - - - - 1/2" PLYWOOD 112" DENS- - ---- 8" GYP. B - - G D �-. GLASS GOLD 5/ o C7 ff # - 3/4 PLYWOOD 1/2 DENS- EIFS BREAK METAL PAINTED N -- ---- - -- - _ GLASS GOLD P.T. 2x6 BLOCKING TO MATCH EIFS 6" METAL STUDS - - - - A CD T - 112' DENS-GLASS GOLD °c o CN y - - - -- -- - - -- - - - - COLUMN, SEE STIR. , �C - - - 7, P.T. 2x6 BLOCKING 1 2 DENS-GLASS GOLD 1/2, EXTERIOR Io CO v o . - - LINE OF DRIVE- GRADE PLYWOOD \ THRU ISLAND o 6" METAL STUDS 1 --3 5/8" METAL STUDS } _ i Iff -------COLUMN, SEE STR. 1 1/2EIFS 1 O 1'-0 1/2" 1'-8 1/2" 3 ---COLUMN, SEE STR. -- �-411 -- - - -- J co 4 WALL DETAI - SEALANT AND w 0 BACKER ROD � U 11 1 O A 3. 5 SCALE:1 — 1 '-0" WALL Dff : . z . 1 2 PLYWOOD _ � / -1x8 PAINTED C) A3.5 SCALEY' = 1'-0" r t ��/^ ,' TRIM BOARD � O P.T. 2x6 BLOCKING - M 3 SEALANT (TYP.) p o J z � WALL DETAIL �� �- � , - 3/4" PLYWOOD ; _ - w 4'_2" l'-1 1/2- - " • v A 3.5 SCALE.1 - 1 0 m w w SEALANT - - �' Z a Q M o 0 � W M O - - - - -- - - — x 5 6 x BLOCKING - -- o c� �, c T Z N Z J F o0 H COLUMN, SEE STR. - - � � n o 5/8 GYP. BD - - 175 t7 t7�175 - Q M Q 3 5/8 METAL STUDS 5/8" GYP. BD -- 1/2" PLYWOOD - INSULATION ___ 3 5/8" METAL STUDS r _ INSULATION - - - - CL 0 .� LL 1" PLYWOOD 6" METAL STUDS 6" METAL STUDS - -- t/) 5/8" GYP. BD-- - I � SEALANT ; f Ln UJ � r 4 -2 I 6" METAL STUDS 5/8" GYP, BD Y --17"/ c - /8 G P BD P.T. 2x6 BLOCKING W/ -- - PLYWOOD FILLER � INSULATI N RETURN EIFS FINISH -t - - --_ - ` - - -- ------ d - - - - -- 6f' METAL STUDS PAST WINDOW JAMB - r - - -- — - - -- - - �- - - P.T, 2x6 BLOCKING " ; B � P.T. 2x4 BLOCKING ' z 1 P.T. 2x6 BLOCKING /2 PLYWOOD-- - --- N --- - - -- - - ------ --- - ---- - - -- SEALANT CN --- - - - - _-- _ _ - FIBER CEMENT SIDING 1 1/2" EIFS COLUMN, SEE STR. - 1 �' �- __- -_- F rt 112" DENS- 1/2" EXTERIOR - - FACE OF COLUMN 5/4x4 CORNER BOARD (TYP.) _ GRADE PLYWOOD � ` 112 DENS-GLASS GOLD 1'-1 1/2" ' GLASS GOLD - SEALANT - Joe - �� -SEALANT >. `--COLUMN, SEE STR. ' CL - 3-4 `, I \' 5/4x4 CORNER BOARD 3 DC -- ----- - - f �` FIBER CEMENT SIDING r , o Lu o U O \ 1 C C - 1/2" DENS-GLASS GOLD 3 0 ° ;E i Q Z N y V . 2 WALL D -- ___ -__-- Q z a° \\ SEALANT Q J O C C N SCALE:1" = 1'-0" \ `� °L N �'U A3. - 5/44 CORNER BOARD _- U WALL DETAIL p V - 0uv) n•-a,,)Z. ° OM L SCALE.1 1 0 co o s 2 A3. 5 Q �-- 0000 w 0 O u 0 0 3 vv we QL 5 WALL DETAIL a t � �>rac o CL L.- O �_ P.T. 2x4 BLOCKING _5/8" GYP, BD SEALANT A 3. 1 - 6" METAL STUDS -1 112" EIFS (D 0 FACE OF STUD. INSULATION Z M --- - SEALANT - 1 112" EIFS - �� um N 112" PLYWOOD - �3" " / 31/2 I1/2" DENS- =_- P.T. 2x4 BLOCKING �� - - W 1/2" DENS-GLASS GOLD - I GLASS GOLD LL COLUMN, SEE STR. FACE OF \ U _ ff - -- 1/2 PLYWOOD / VAULT WALL I 6" RUNNER - - 8" RUNNER BENT LL Q U " TO FIT AND TRIMMED 6 METAL STUDS - -- W co 1 - 1/2" DENS- �.,� INSULATION D — X X X X X E - - r K X Y ( I X X X C X X GLASS GOLD . - 5/8 GYP. BD --- - - - - P.T. 2x6 - Q f, BLOCKING 6 METAL STUDS - 3 5/8 METAL STUDS SEALANT INSULATION K' RIP 2x8 1" PLYWOOD L.L. TO FI T � COLUMN, SEE STR. f a WRAP WITH Q U L _ -- AK METAL--- i BRE E Tll X, k 5 8" GYP. BD -- FACE OF n/ In < " 6" ME LL TAL STUD _' r Z - - =- = 6" METAL STUDS VAULT WALL M - --� - -- - - - _ - - - W Q _ /8 GYP BD -- — 5 „ - - ---- 12" CONCRETE c 00 VAULT WALL. -� ,� _ --- - 7/8" METAL FURRING � a Q 1 2" PLYWOOD - '� RETURN EIFS FINISH % STRIPS AT 24" O.C. " z / 1 1/2 EIFS PAST WINDOW JAMB y ° Z A AN T -- GYP. D D WALL D � SEL 5/8 G . B Q) a 1/2" DENS- ', SCALE:1" - 1 '-0" En P.T. 2x6 BLOCKING --J GLASS GOLD P.T. 2x6 BLOCKING A3.5 P.T. 2x6 BLOCKING _-- }1-- ALL FASTENERS USED FOR SECURING P.T. WOOD 4 i TO 5E NOT DIPPED GALVANIZED STEEL SCREW$ PER ASTM/A 153/ A 153M WALL DETAIL 6 WALL DETAIL _ .1 _ 1 -0 g WALL DETAIL : 4 A3. rJ SCALE.1 - 1 -0 A3. S ALE. - M v° to 0 6 6 2" 2" 2" 2" o b „ - - - - ,� - ---- - ---- 2„---- - - - 2„ EQ. EQ. EQ. EQ. ---- -- EQ--- -- -- 2„ > -- 2„ EQ. --- EQ. 2„ _ a uj� DOOR SCHEDULE o d 00 w -a N N� DOOR FRAME ELEV. HARDWARE REMARKS -- NO. SIZE LOCATION MATERIAL FINISH TYPE MATERIAL FINISH PACKAGE 3 o oi 101A 3'-0” X 8'-10" PAIR VESTIBULE STOREFRONT ANDD A STOREFRONT PREFIN. CONCEALED CLOSERS 0I WI STOREFRONT W N 1018 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANDD A STOREFRONT PREFIN. / I CONCEALED CLOSERS CLEAR ANOD.\ „ - - - - -- -- - - - - - - - -- --- - - - - -- - - - - --- - --- - � - - - - - - - - - --- - --- `N - -_ FINISH 101C 3'-0 X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS o - - - - - ` - - - - - - - - -- -- - -- - -- STAIN-- - B HMTL. PANT O 105 3'-0"x7'-0"x1 3/4" MANAGER SCWD - c� U STOREFRONT W/ - I --STORAGE - -- - -- - - -- - ---- --- --- - --- - - -- - - - � Y 106 3-0 x7-0 xl 3 4 STORAGE SCWD / STAIN B HMTL. PAINT CLEAR ANOD. - I - `v FINISH 113 3'-0"x7'-0"x1 3/4" CLOSET SCWD STAIN B HMTL. PAINTIL I ' 116 3'-0"x7'-0"x1 3/4" WORKROOM SCWD STAIN B HMTL. PAINT o Cfl o - -- - - TT�T!"T�7�T�T T�T�..�" -- - -- - -- - --- ---- --- -- - -- --- -- - ------ ------ - -- ----- --------- -- - -- ---- -- -- ------Y - --- ---- ---- -- - ------- ------ -- --------- ------ c r Ni dI 118 �3'-0"MIN. CLEAR WIDTH DOOR BY SECURITY E UIPMENT SUPPLIER oco a', o NI 119 3'-0"x7'-0"x1 3/4" 3 CASH VAULT SCWD STAIN B HMTL. PAINT 121 3'-0"x7'-0"x1 3/4" CUPON BOOTH SCWD STAIN B HMTL. PAINT WINDOW TYPE 1 - - D - -- z or 122 3'-0"x7'-0"x1 3/4" WOMEN'S RR SCWD STAIN 6 HMTL. PAINT � REMARK #1 O w _ _ SCALE:3/8„ - 1 '-0" A4. -�- �_ „ ,_ �, ,� � MEN'S SCWD --- ----- -- — - -- --HMTL.- - - -- - - --- -- - -- - ---- ---- - - --- A 4. 23 3 0x7 0x1 3/4 STAIN B PAINT REMARK #2 - - -- ------------ '� 124 3'-0"x7'-O"xl 3/4" HOLLOW METAL PAINT C HMTL. PAINT PROVIDE VIEW-SCOPE 4CORRIDOR / 16'-10•, 125 - -3'-0„x7,-0„x1 3/4” CORRIDOR - - --- - SCWD - - - - --- - -- - -STAIN B HMTL.- -- -PAINT -- - - - -- -- -- ---- - ------- W O - - - - - 6" 126 3'-0"x7'-0"x1 3/4" LOUNGE SCWD STAIN B HMTL. PAINT - - - " 4 WINDOW TYPE 4 127 3'-0"x7'-0"x1 3/4" SERVER/ELECTRIC SCWD STAIN B HMTL. PAINT Q CIO „ „ , - » 128 3-0 x7-0 xl 3/4 OFFICE SCWD HMTL. CN PAINT U STAIN 6 I- 129 3'-0"x7'-0"xl 3/4" STORAGE SCWD STAIN B HMTL. PAINT 0 FW- o C"4- --- - ------ - �` -- 2 A4. SCALE:3/8„ = 1,-0„ ------- - --- -- - - - -- -- - - ---- - ------------ � z uj co Nt - - 2" TYP. i W w z I - -- Xx - - N Ni REMARK #1-ADA MOLDED PLASTIC SIGN: No BFM688 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1" WHITE LETTERING ON BLACK H o M BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING CODE (n - z N 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION , W U _j Z °° rl- REMARK #2-ADA MOLDED PLASTIC SIGN: No BFM687 AS MANUFACTURED BY ROCKWOOD, 6"X9" SIZE, 1" WHITE LETTERING ON Q Q o ui BLACK BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING 3 CODE 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION oCD - - STOREFRONT W/ co CLEAR ANDD. qz=:PA-=W06 =-mwll� '""� LL FINISH ...,. o0I - STOREFRONT W/ AS SCHEDULED AS SCHEDULED AS SCHEDULED 0' CLEAR ANOD. - - -- - uj j rv� FINISH - �- - LLJ 01 AV - -- 31-811 ' - VIEW SCOPE OL 2" TYP. o 0 0 N J I J J `v ZD - p 5 WINDOW TYPE 5 _ T _� �� _ %V A4. SCALE:3/8 = 1 -0 U' c Q a l a 2" 2" 2" 2" 2" 2" 2" 2" f— a EQ EQ EQ -- EQ EQ - EQ EQ f a (a c ) O N� NI I N t N - _-STOREFRONT W/ w s 3 CLEAR ANDD. ` W aU j FINISH Z ° di NOTES: �°�, E z m N L L -_---_- _ 1. ALUMINUM ENTRANCE DOORS AS MANUFACTURED Of BY THE STOREFRONT SUPPLIER J in 'v v y n t ° 2. ALL ALUMINUM WINDOWS TO HAVE FIXED 1" LL � V �' y ° �y 0 o INSULATED GLAZING LE 40 EXCEPT INTERIOR AND W STOREFRONT W/ _ o N CLEAR ANDD. EXTERIOR ENTRANCE VESTIBULE DOORS AND CO a o o FINISH SIDELIGHTS. THESE UNITS WILL BE 1/4 W Q CO (7 o 0 0 3. THE TRANSITION BETWEEN FLOOR MATERIALS ° 3 a Q ; i CLEAR GLASS. W 0 0 ;°��` T N 3'-3" 6'-O" 3'-3" a IS TO OCCUR AT THE CENTER LINE OF THE DOOR. a V U N o - F 4. VERIFY ALL DIMENSIONS IN THE FIELD. ° a ° y - - -- ---- - -- ,�---- - -- ---- -- - - - -,�- - -- �` N 5. ALL GLAZING TO BE TEMPERED, 2 WINDOW TYPE 2 . . z A4. SCALE:3/8" = 1'-0" N O o _ - - - - 22,_p„ - - - -- - -- - -- _ -- ----------- ---- --- - 0 z N 8,_$„ M 2" 6 WINDOW TYP E 6 -- _ - - - - w 2'-' TYP. LL N� SCALE:3/8" - 1'-0" 2 _ A4-. 2 EQ. �� EQ. 2 � U ca --- - _ - N J w 2'—2- W LL 0 Z � _ -- PAINTED HOLLOW CN D U o METAL FRAME -- Z Q �— z 00 OI w� Q U I - 1/2 TEMP GLASS GLAZING w otf F, WITH STRUCTURAL SILCONE - N W Z �r --- - STOREFRONT W/ N J Q a SEALANT JOINT - CLEAR ANDD. - -- - STOREFRONT W/ STOREFRONT W/ FINISH CLEAR ANDD. w W Q N _- CLEAR ANDD. Or a FINISH = o ---" FINISH w co " N --- -- a a N �C W `l' * 2" TYP. - --- O z I I d N w - - - - - ,n WINDOW TYPE 7 - -- N (00-73wNDOW TYPESCALE8 WINDOW TYPE g WINDOW TYPE 9 NOTE: f ` -" „ „ i �LUoU Q SCALE.3/8 = 1 -0 DIMENSIONS ARE SCALE:3/8 = l'—O” SCALE:3/8 = l'-O" 0 A 4. TYPICAL FOR EACH A 4• A 4. 04-1 � v HALF OF WINDOW - a 0 v c o •� c a 'd U PORCELAIN TILE LEGEND WALL C V R LEGENDO ECARPET LEGEND PT-1MANUFACTURER: SPECIALTY TILE 3 MANUFACTURER:R R: NATIONAL WALLCOVERING IVYKON) PATTERN: VERANDA STONE PATTERN: HAVEN Y45202HN C-1 MANUFACTURER: PATCRAFT 0 COLOR: PIETRA VECCIA V551 COLOR: WASHED INDIGO PATTERN: 10048 - AWESOME o SIZE. 12" X 12" COLOR: - TYPE: TYPE 11 WALLCOVERING 48302 SO FINE CONSTRUCTION: TEXTURED LOOP PILE GRAPHIC FABRIC TYPEQ . OSNABURG FLAMMABILITY: NON-FLAMMABLE �� WEIGHT: 20 OZ. CONTENT: 100% PREMISE BCF NYLON U Y C ABRASIVE WEAR: X100 ASTM C501 COEFFICIENT OF 1 ICE-84 CLASS 1 PER ASTM E-64 3 0 FRICTION. DRY, X0.8, WET. X0.6, ASTM C1028-89 FLAMABILITY. TESTED IN ACCORDANCE WITH A T E 84 TUNNEL TEST, J "All SMOKE DENSITY. LESS THAN 450 ASTM E-6 co p►Pdt?R1� CLASS A FIRE RATED, FLAME SPREAD OF 51 o > o CELL #(770) 262-4947 & SMOKE DEVELOPED OF 15 P A . l �V SIZE: 12'-011W FINISH LOCATION;LOBBY FLAME SPREAD; 15 SMOKE DEVELOPE:25 ��� YARN WEIGHT: 28 OZ/YD Z GROUT -4,'5ANCHARD CONTACT: TRACY ROAN (770) 449-6221 (OFFICE) (404) 3164613 (CELL), (770) 449-3502 (OFFICE) Cn G-1 MANUFACTURER: LATICRETE FINISH LOCATION: WALL BEHIND TELLERS FINISH LOCATION: ALL AREAS THAT CALL FOR CARPET COLOR: #41 KASHMIR LV PAINT LEGEND (.)MATERIAL: SANDED GROUT WI LATEX ADDITIVE Z -co FLAMMABILITY: N/A ow CONTACT: ANDRA PROWANT P-1 MANUFACTURER: BENJAMIN MOORE CJ po CELL #(770) 262-4947 COLOR: #2154-60 FILTERED SUNLIGHT 0 z Co FINISH LOCATION: ALL PORCELAIN TILEFINISH: FLAT FINISH - LATEX PLASTIC LAMINATE — 00 V FINISH LOCATION: VESTIBULE, LOBBY, F.S.O STATIONS, INTERNET CAFE, CORRIDOR (124) m z VINYL COMPOSTITION TILE o n z � oc> 0 MANUFACTURER: ARMSTRONG P-2 MANUFACTURER: BENJAMIN MOORE PL-1 MANUFACTURER: NEVAMAR o V-1 N Z PATTERN: IMPRERIAL TEXTURE STANDARD EXCELON COLOR: #2154-40 YORK HARBOR YELLOW COLOR: KONA BLEND POLISHED VELVET W Z°° COLOR: #51858 SANDRIFT WHITE FINISH: FLAT- LATEX g MODEL #: W20028PU D &17E; FINISH LOCATION: FASCIA OF SOFFITS (IN LOBBY AREAS) FINISH LOCATION; MILLWORKS @ TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, CLASS: ASTM F 1066 CLASS 2 - THROUGH PATTERN INTERNET CA PPORT LEG @ COUPON (121) SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS Pm3PARTITIONMANUFACTURER: BENJAMIN MOORS WALLS @ WAITING AND INTERNET CAFE .... LL FIRE TEST: ASTM E 648 CRITICAL RADIANT FLUX CLASS I � COLOR: #2154-70 VANILLA ICE CREAM 0.45 OR MORE WATTS/CM uu CO ACT: j �� �-'��� FINISH: FLAT FINISH - LATEXX, ' ' CELL #( )770 851 - 7135 3 FINISH LOCATION: ALL GYP, CEILINGS AND UNDERSIDE OF DROP SOFFITS PL-2 MANUFACTURER: NEVAMAR FINISH LOCATION: LOUNGE 11261, COLOR; SANDIA MAPLE WM5577E MODEL #: _ P-4 MANUFACTURER: BENJAMIN MOORE FINISH LOCATION: TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, �/ 2 MANUFACTURER. MANNINGTON .� PATTERN: ESSENTIALS COLOR: 213940 HEATHER GRAY CABINETS IN LOUNGE (126) COLOR: #127 WARM BEIGE FINISH: FLAT- LATEX FINISH LOCATION: LOUNGE (126) PL-3 /ter-�-•^� MANUFACTURER: NEVAMAR ( SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS COLOR: SHALE GREEN MATRIX CLASS: 2 SS-312B (1) �.�� P�5 MANUFACTURER: BENJAMIN MOORE , J MODEL #; MR5004T TYPE: IV 3 COLOR: #2094-30 GIANT SEQUOIA � ` FINISH LOCATION: COUNTERSTOP @TELLER LINE, Y ROBIDOUX FINISH: FLAT - LATEX GREETER, CHECK DESK, COFFEE STATION, DRIVE UP TELLER, CELL #1404 630-8494 FINISH LOCATION: WOMENS (122), MEN'S (123) REMOTE TELLER STATION FINISH LOCATION: ELEC. (106), SERVER (127), , CORRIDOR (124�OMEN (122), MEN (1231, P- N IPL-4 MANUFACTURER: FORMICA v c6 MA UFACTURER: BENJAM N MOORE y3. COLOR: #2154-60 FILTERED SUNLIGHT COLOR: BOTTLEGREEN QUARTZITE �� FINISH: SEMI-GLOSS - AKLYD ENAMEL MODEL #: 3520-46 W U ` ` RESILIENT BASE LEGEND. � � v Qo�; FINISH LOCATION: ALL DOOR AND WINDOW FRAMES FINISH LOCATION: COUNTERS, INTERNET CAFE {114), COUPON (121) p Q z N 10'0 a N RB1 MANUFACTURER: JOHNSONITE WOOD TOP CAP ON LOW WALL PARTITIONS @ F.S.O. p _j 0 U0 s a COLOR: #34 ALMOND PL-5 MANUFACTURER: FORMICA > v = E .0 Q 2 STYLE: MILLWORKS - MW-�34-FP-7 � COLOR:MANUFACTURER. I BELUGA W W F o N� aLN BENJAMIN MOORS 3697-58 Q a o� MODEL #. REVEAL MODEL #: c i .- COLOR: HC 30 PHILADELPHIA CREAM W °.0.- T� 4-1/2" FLAT- LATEX FINISH LOCATION; COUNTER IN LOUNGE (126) o Lu Q Z FIRE RESIS NAT CE � ^�-�� FINISH: a Do = o a` a V NOT RATES �� FINISH LOCATIO CTI C G LOBBY AND CORRIDOR (124) ° N TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING CHEMICALS & DIMENSIONAL STABILITY - 1 ASTM-F 186 A ASS A PLm6 NOTE - ALL P INTS ARE CL MANUFACTURER. PIONITE FINISH LOCATION:LOBBY AREAS, 3 LOBB E VESTIBULE 3 COLOR: BRUSHED ALUMINUM UM . . z RB2 MANUFACTURER: JOHNSONITE TRANSITION GEND MODEL #. FA006_ _GLOSS FINISH LOCATION: COVER ALL POSTER BOXES � O COLOR: #34 ALMOND TS-1 MANUFACTURER: JOHNSONITE 0 STYLE: TIGHTLOCK MODEL #: - I - NOTE - ALL LAMINATES HAVE FLAMESPREAD OF 15 & LL z N MODEL #: TCB-4 1/4" - 4' - 34 CT X209 TIN CONTOUR EDGE D M SIZE. 318 TO 1/4 MATERIAL SMOKE DEVELOPMENT RATING OF 15 w J (FIRVCE 4 D We�.� -. ARPET TO TILE `` I'�S SAN E OT RATE i- ����, nom, U QTESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING FIRE RESISTANCENOT RATEDSTAIN C L R oOCHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING L1- w c m �`rtQrs�f`�-0 � - _ � w _ ��� TI1�0to�'(t2l CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 f S.D. BOXES (1181 CASH VAULT (119) STORAGE (129) 3 Q S-1 COLOR: TO MATCH JASPER DESK: RICHLEIGH WALNUT g RB3TS=2MANUFACTURER: JOHNSONITE = a MANUFACTURER. JOHNSONITE COLOR: #18 NAVY BLUE MODEL #: CTA - 34 - C FINISH; SATIN V FINISH LOCATION: ALL DOORS AND FURNITURE Q o STYLE: _ COLOR #: #34 ALMOND Z > MILLWORKS MW 18 F „ „ o m MODEL #: REVEAL SIZE: 1/4 TO 1/8 MATERIAL Z w � SIZE: / " X 4-1/2" ,�E P 0 �� E ELS W z � w �RRE'SST N E 0 RAE FIRE RESISTANCENOT RATED TAINED C NCRETE ERCP ED AGGREGATE mO OSSJ TESTING: TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING = w a MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING � _ - � U. o �--� CH MICA S & DIMENSIONAL STABILITY - ASTM-F 1861 CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 z co FINISH CTI WAL �� J -� �� ������ E �W scml COLOR: TO BE COORDINATED WITH DBC PROJECT MANAGER g Q 3 p �Z RB4 MANUFACTURER: JOHNSONITE - MANUFACTURER: JOHNSONITE FINISH/TEXTURE. TO BE COORDINATED WITH DBC PROJECT MANAGER _ COLOR: #34 ALMOND MODEL #: CTA - 34 - C cf) STYLE: COVEBASE COLOR #: #34 ALMOND MODEL #: CB-4" - 4' - 34 „ u SIZE: 1/4 TO 1/8 MATERIAL _ v/ 4 O B S DESCRIPTION. RESILIENT ���� ��^ TILE TO FIRE RES'I�TAoRtN T A ED F '�EfRE I A ICN �CAT TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING '. , `" H MALS & DIMENSIONAL STABILITY - ASTM-F 1861 _ _ C B � CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 EC 2006 0 LOUNGE (1261 ELEC. (106) SERVER (127) 3 �`-����-�'�� 3 c GENERAL NOTES 3. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN F. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, 2 I. DESIGN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES, ETC., BEFORE POURING CONCRETE $ v A. "FLORIDA BUILDING CODE", 2004 EDITION. REINFORCEMENT". SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL OR STARTING WALL CONSTRUCTION. B. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-02). FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL G. UNLESS SHOWN ON THE PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE REQUIRED SPECIAL INSPECTIONS '0. C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND ACCESSORIES. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. STEEL FOR BUILDINGS" (AISC; JUNE 1, 1989), WITH CURRENT COMMENTARY, ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. DO NOT H. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL INTERACTION D. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS FREQUENCY 4. HORIZONTAL REINFORCEMENT IN FOOTINGS AND TURNDOWN SLABS SHALL BE OCCURRING DURING CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS CONTINUOUS AROUND CORNERS. COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING SPREAD FOOTINGS AND CONTINUOUS FOOTINGS CONTINUOUS PERIODIC o II. DESIGN LOADS A. ROOF DEAD LOAD.................................................................................15 PSF 5. TIE ALL REINFORCING STEEL AND EMBEDMENTS IN CONCRETE SECURELY INTO CONSTRUCTION. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL A. INSPECT PLAN DIMENSIONS AND DEPTH X o B. ROOF LIVE LOAD..................... ..................................... . . .. .....20 PSF PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED AND B. INSPECT QUANTITY AND SPACING OF BARS X c p MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR C. WIND LOAD C. INSPECT PROPER CLEARANCE TO BARS AT TOP, BOTTOM � 1. BASIC WIND SPEED (3 SECOND GUST)........................................120 MPH DURING ALL CONSTRUCTION ACTIVITIES. CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND AND IS PROVIDED X 2. WIND IMPORTANCE FACTOR, 1................................................................1.0 6. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, STAGGER SPLICES ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC. THE STRUCTURAL 3. BUILDING CATEGORY II WHERE POSSIBLE. ALL LAP SPLICE LENGTHS NOT SHOWN ON THE PLANS SHALL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. D. VERIFY PROPER LAPS ARE PROVIDED X 4. WIND EXPOSURE C BE A CLASS B TENSION SPLICE, IN CONFORMANCE WITH ACI 318-02. I. STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS CSTRUCTURAL STEEL SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE E. INSPECT FOR PROPER DOWEL EMBEDMENT INTO FOOTING 5 c . INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)-.+ C. 5. COEFFICIENTS AND PRESSURES 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, EXCEPT THAT ALL WIDE INCLUDED IN THE CONTRACTORS SCOPE OF SERVICES. SHOP DRAWINGS AND AND EXTENSION ABOVE FOOTING X FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. FABRICATION CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER F. INSPECT FOR CORNER BARS, STEP BARS, DOWELS, u a.) Qh = 31.7 PSF; Qz = 31.7 PSF AND ERECTION OF STEEL FRAME SHALL BE AS PER AISC MANUAL OF STEEL LICENSED IN THE PROJECT STATE, REVIEW DOES NOT RELIEVE THE CONTRACTOR ANCHOR BOLTS, OR EMBEDDED MATERIAL X b.) Kzt = 1.00 CONSTRUCTION, NINTH EDITION. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH G. VERIFY SOILS ENGINEER HAS APPROVED DESIGN BEARING c.) Kh 0.86 Kz - 0.86 2. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B CONNECTIONS, CONNECTIONS FOR BEAMS SHALL BE ADEQUATE TO PROVIDE FOR CAPACITY X - (Fy = 46 KSI) OR ASTM A500, GRADE C (Fy = 50 KSI). THE REACTION DUE TO THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD FOR THAT c to e.) GUST FACTOR = 0.85 3. ALL WELDING SHALL BE BY QUALIFIED WELDERS AS PER AWS SPECIFICATIONS, SPAN, BASED UPON THE ALLOWABLE UNIT STRESSES, UNLESS A GREATER REACTION H. VERIFY THAT ALL LOOSE MATERIAL IS REMOVED FROM 7. AS THE BUILDING HAS BEEN DESIGN AS AN ENCLOSED STRUCTURE, UTILIZING E70XX ELECTRODES, ALL FIELD WELDED CONNECTIONS SHALL BE IS INDICATED ON THE PLANS. MINIMUM 3/4 INCH DIAMETER BOLT REQUIREMENTS BOTTOM OF FOOTING. NO SIDE FORMING IS PERMITTED X COMPONENTS AND CLADDING DETAILED BY OTHERS, INCLUDING WALL INSPECTED AND TESTED BY A QUALIFIED TESTING AGENCY. COPIES OF ARE AS FOLLOWS: I. INSPECT BOLTS TO BE INSTALLED IN FOOTINGS PRIOR TO COVERINGS, ROOF COVERINGS, EXTERIOR WINDOWS (FIXED AND OPERABLE), WELDER'S CERTIFICATE SHALL BE AVAILABLE AT THE SITE. AND DURING CONCRETE PLACEMENT X* X Z DOORS, OVERHEAD DOORS, ETC., AS APPLICABLE, SHALL BE DESIGNED BY 4. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER, MINIMUM ROWS OF BOLTS p OTHERS TO RESIST DESIGN WIND PRESSURES FOR THE BUILDING. ASTM A325-N HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN MEMBER #/ROWS 2. STRUCTURAL STEEL 8. COMPONENTS AND CLADDING (TO BE USED FOR THE DESIGN OF EXTERIOR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO 1/2 TURN PAST A W12 2 ROWS COMPONENTS AND CLADDING MATERIAL): SNUG TIGHT CONDITION. BOLTS IN BRACED FRAMES SHALL BE SLIP CRITICAL, W14 3 ROWS A. MATERIAL VERIFICATION OF STEEL MEMBERS, HIGH CONNECTIONS SHALL BE ASSEMBLED AND TESTED ACCORDING TO SPECIFICATIONS W16 3 ROWS STRENGTH BOLTS, NUTS, WASHERS, AND WELD MATERIAL X* X z FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. W18 4 ROWS B. CHECK ANCHOR BOLTS AND GROUTING OF BASE PLATES X* X W Q 3 5. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. W21 5 ROWS C. INSPECT COMPLETE PENETRATION OF GROOVE WELDS X V \ 6. EXPANSIVE GROUT BENEATH BASE PLATES SHALL HAVE A MINIMUM ONE DAY \ COMPRESSIVE STRENGTH OF 3,000 PSI AND A MINIMUM 28 DAY COMPRESSIVE J. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND D. INSPECT COMPLETE PENETRATION OF MULTI-PASS FILLET Z co STRENGTH OF 5,000 PSI. ELEVATIONS, ABOVE AND BELOW GROUND, PRIOR TO ORDERING MATERIALS WELDS X O p 2 \ 2 7, ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF STANDARD SHOP PRIMER. AND BEGINNING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY E. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET V \ TOUCH UP ALL STRUCTURAL STEEL AND WELDS AFTER ERECTION WITH THE SAME DISCREPANCY. w WELDS > 5 16 X w S N \ p PRIMER. K. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, Z ro D. BAR JOISTS ELECTRICAL FIXTURES, MECHANICAL DUCTS, CEILING HANGER ASSEMBLIES, F. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET \ i 3 1. BAR JOISTS, ASSOCIATED BRIDGING AND ERECTION SHALL CONFORM TO SJI PLUMBING EQUIPMENT, ETC., WITH ALL TRADES EFFECTED AND EQUIPMENT WELDS < 5/16 X 3 \ 1 SPECIFICATIONS. PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. CONTRACTOR SHALL * m w ' \ 2. JOISTS SHALL BE DESIGNED FOR NET WIND UPLIFT OF 50 PSF BY THE JOIST VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING G. INSPECT HIGH-STRENGTH BOLTING X X z \ FABRICATOR. ANY ADDITONAL BRIDGING OR BRACING REQUIRED FOR THE SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH H. INSPECT ALL JOISTS ARE WELDED DOWN OR CONNECTED U 5 I \ 2 I 5 BOTTOM CHORD AND {TS CONNECTION TO THE JOIST MEMBERS SHALL BE SHOWN ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF TO STEEL X _ w x ' 2 \ ( ON THE SHOP DRAWINGS. ANY CONFLICT AND/OR OMISSION, MODIFICATIONS OR CHANGES AS A RESULT OF I. INSPECT ALL BRIDGING, "X" BRIDGING, AND U 9 d o I 3. BAR JOIST BEARING SEATS SHALL BE MADE OF MIN. 1 4" THICK STEEL. THIS COORDINATION SHALL BE DETAILED, NOTED AND SUBMITTED IN SHOP W 0 � � � / MISCELLANEOUS STEEL IS IN PLACE X 4 \ O E. METAL ROOF DECK DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANGLES, CLIPS, PLATES, ETC., J. INSPECT THAT FIELD WELDED AREAS ARE PAINTED X A < 3 \ 4 1. METAL ROOF DECK AND ATTACHMENTS SHALL CONFORM TO SDI SPECIFICATIONS. AND OTHER MISCELLANEOUS ITEMS. I 2. STEEL ROOF DECKING ATTACHMENT: L. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING COVER SHALL BE K. INSPECT THAT FRICTION TYPE CONNECTIONS HAVE NO , I a.) STEEL ROOF DECKING SHALL BE CONTINUOUS OVER 3 OR MORE SUPPORTS. PROVIDED FOR REINFORCEMENT: PAINTED SURFACES, ALSO, STEEL EMBEDDED IN CONCRETE X (D J CL 5 I b.) UNLESS INDICATED OTHERWISE, FASTENING OF ROOF DECK UNITS TO 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3" L. INSPECT THAT METAL DECK IS WELDED AS CALLED FOR _ 5 I SUPPORTS SHALL BE MADE BY 5/8 INCH DIAMETER FUSION WELDS WITH A 2. CONCRETE EXPOSED TO EARTH OR WEATHER; ON DRAWINGS X a = 7'-0" MAXIMUM SPACING AS FOLLOWS: a.) #6 THROUGH #18 BARS...................................................................2" i. END LAPS, ENDS TERMINATING AT SUPPORTS AND AT DECK b.) #5 BAR, W31 OR D31 WIRE AND SMALLER.................. ...1 1/2" M. INSPECT THAT PROPER BEARING IS PROVIDED FOR JOISTS w � CONTINUOUS OVER SUPPORTS - 12 INCHES ON CENTER MAXIMUM 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: AND BEAMS ON STEEL OR CONCRETE X SPACING. a.) SLABS, WALLS AND JOISTS, #11 BARS AND SMALLER..............3/4'' N. INSPECTION OF STEEL FRAME JOINT DETAILS FOR POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ii. WELDS AT SIDE SUPPORTS - 12 INCHES ON CENTER MAXIMUM b.) BEAMS AND COLUMNS, PRIMARY REINFORCING, TIES, COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X SPACING. STIRRUPS AND SPIRALS........ . . 1 1/2" MEMBER LOCATIONS POS, PRESSURE POS. PRESSURE POS. PRESSURE POS. PRESSURE iii. ALONG THE DECK PERIMETER, WITHIN A DISTANCE OF 9 FEET OF LOCATION ON BUILDING M. REINFORCING, STRUCTURAL STEEL, BAR JOIST, COLD FORMED METAL FRAMING AND APPLICATION OF JOINT DETAILS AT EACH CONNECTION < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. THE EXTERIOR WALLS, ALL WELD SPACING SHALL BE REDUCED TO 6 METAL DECK SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE FIELD AREA 4 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF INCHES ON CENTER, MAXIMUM SPACING. CONTRACT DOCUMENTS, AND ANY COMMENT SHOWN IS SUBJECT TO THE REQUIREMENTS 0. VERIFY REQUIRED CAMBER OF BEAMS X ❑ iv. SIDE SEAMS SHALL BE WELDED OR SCREW FASTENED WITH NO. 10 OF THE CONTRACT DOCUMENTS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER k'." CORNER AREA Q 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF SHEET METAL SCREWS AT 24 INCHES ON CENTER. DOES NOT RELIEVE THE CONTRACTOR OF THE REPONSIBILITY TO REVIEW AND CHECK F. COLD FORMED METAL FRAMING THE SHOP DRAWINGS BEFORE SUBMITTAL, THE CONTRACTOR SHALL BE RESPONSIBLE 1. COLD FORMED METAL FRAMING FOR STUDS SHALL BE "CSJ" TYPE, WITH 1 5/8 FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS. THE 3. CONCRETE VERIFICATION AND INSPECTION NEGATIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS INCH WIDE FLANGES AND 1/2 INCH MINIMUM FLANGE RETURNS. RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, COORDINATION AND COMPLIANCE A. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X 2. DESIGN OF COLD FORMED METAL FRAMING MEMBERS AND CONNECTIONS IS THE WITH THE CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR. REPRODUCTION B. VERIFYING USE OF REQUIRED DESIGN MIX X SOLE RESPONSIBILITY OF THE CONTRACTOR, SHOW SIZE, GAGE DESIGNATION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. ELECTRONIC LOCATION ON BUILDING NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE AND SPACING OF MEMBERS AND ALL CONNECTIONS IN SHOP DRAWINGS, SEALED DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR, REPRODUCTION OF C. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. INDICATE STRUCTURAL DARWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. AIR CONTENT AND DETERMINING THE TEMPERATURE OF FIELD AREA4 37.1 PSF 35.6 PSF 33.6 PSF 32.1 PSF SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND N. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS ❑ DETAILS REQUIRED FOR PROPER INSTALLATION. FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED FOR STRENGTH TESTS X CORNER AREA5 45.7 PSF 42.6 PSF 38.6 PSF 35.6 PSF 3. METAL STUDS SHALL BE 18 GAGE MINIMUM AND CONFORM TO SSMA STANDARDS. ON THE PLANS. STUDS SHALL HAVE A YIELD STRENGTH OF 50 KSI FOR 12, 14 AND 16 GAGE 0. THE CONTRACTOR SHALL COORDINATE WITH THE QUALIFIED TESTING AGENCY, D. INSPECTION OF CONCRETE PLACEMENT FOR PROPER AND 33 KSI FOR 18 GAGE STUDS. BRIDGING AND CONSTRUCTION DETAILS RETAINED BY THE OWNER, TO INSPECT AND TEST THE FOLLOWING AS PART OF APPLICATION TECHNIQUES X SHALL BE IN ACCORDANCE WITH SSMA TYPICAL DETAILS. THE SPECIAL INSPECTION PROGRAM: E. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING fi ROOF WIND UPLIFT PRESSURES 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT 1. SOILS AND FOUNDATIONS TEMPERATURE AND TECHNIQUES X � L �¢8 DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE 2. CONCRETE, INCLUDING MIX DESIGNS W o s UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT 3. STRUCTURAL STEEL F. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO Z ZONE < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE THE CONTRACTOR 4. COLD-FORMED METAL FRAMING REMOVAL OF SHORES AND FORMS AS APPLICABLE. X 3: p `� OF FULL RESPONSIBILITY FOR THE DESIGN OF THE COLD FORMED METAL 5. MASONRY CONSTRUCTION O Z ❑ 37.4 PSF 36.5 PSF 35.2 PSF 34.3 PSF STRUCTURAL MEMBERS AND THEIR CONNECTIONS. P. IN PRODUCING THESE DRAWINGS, BROWDER + LEGUIZAMON AND ASSOCIATES, INC. J Z $ 5. COLD FORMED STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN HAS ASSUMED THAT THE ARCHITECT AND THE OWNER OR THE CONTRACTOR AND THE 0 -1 - 1 o a 62.8 PSF 56.1 PSF 47,3 PSF 40.6 PSF ACCORDANCE WITH AISI "SPECIFICATION FOR DESIGN OF COLD FORMED OWNER HAVE PERFORMED SUFFICIENT LEGAL INVESTIGATIONS TO VERIFY THAT THE 4. COLD-FORMED STEEL FRAMING " > v � 94.5 PSF 78.3 PSF 56.8 PSF 40.6 PSF STEEL STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN CONSTRUCTION DESCRIBED IN THESE DRAWINGS WILL NOT VIOLATE ANY EXISTING A. INSPECT SIZE AND SPACING OF MEMBERS XWOF[3] " LEGAL EASEMENTS COVENANTS ETC. WITH REGARD T0. (!� g SPECIFICATION FOR COLD FORMED STEEL STRUCTURAL MEMBERS . B. INSPECT FASTENING OPERATIONS OF ELEMENTS X a F- III. FOUNDATIONS 6. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMODATE VERTICAL 1. LEGAL BOUNDARY OR BOUNDARIES OF THE REAL ESTATE THAT THIS PROJECT IS _ W a Q Z Z A. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500 DISPLACEMENT OF THE PRIMARY STRUCTURE. o g TO BE CONSTRUCTED ON OR LEGAL BOUNDARY OR BOUNDARIES OF ADJACENT REAL C. INSPECT SCREW FASTENING, BOLTING, ANCHORING AND J os PSF IN ACCORDANCE WITH RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 7. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED Lu ESTATE. OTHER FASTENING OF COMPONENTS X W p O U 0 a � EXPLORATION BY UNITED CONSULTING, DATED MARCH 16, 2006. PRIOR TO IN SSMA TECHNICAL NOTE NO. 1, PUBLISHED JANUARY, 2001. 2. LEGAL BOUNDARIES GOVERNED BY THE BUILDING CODES THAT LIMIT LATERAL PLACEMENT OF REINFORCING STEEL AND CONCRETE, THE UPPER 12 INCHES OF 8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION. 3 THE BOTTOM OF THE FOOTING EXCAVATION SHALL BE COMPACTED TO MINIMUM STANDARD CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION. . LEGAL BOUNDARY OR BOUNDARIES GOVERNED BY BUILDING CODES THAT LIMIT 95% OF THE MATERIAL'S MODIFIED PROCTER MAXIMUM DRY DENSITY. ALL G. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL DEPTH BELOW GRADE AND/OR HEIGHT ABOVE GRADE (INCLUDING AIR RIGHTS) *) FOR MOMENT FRAME COLUMNS AND BRACED FRAME COLUMNS RECOMMENDATIONS OF THE REFERENCED SUBSURFACE INVESTIGATION SHALL BE STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL OF L . z FOLLOWED. FRAMING OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH 4. CONNEECTIONCTION CONSTRUCTION.OF PROPOSED CONSTRUCTION TO ANY ADJACENT EXISTING B. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN SYSTEMS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY OTHERS AS REQUIRED CONSTRUCTION THAT IS BESIDE, BELOW OR ABOVE PROPOSED CONSTRUCTION. NOTE: REPORTS OF INSPECTIONS, VERIFICATIONS, AND/OR TESTINGS SHALL BE BROWDER 5'-0" OF THE BUILDING LIMIT SHALL BE COMPACTED TO 95% OF THE MODIFIED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. BROWDER + LEGUIZAMON AND ASSOCIATES, INC. REQUIRES THAT IF ANY OF THESE SUBMITTED EVERY TWO WEEKS OR LESS AS REQUIRED TO ALLOW FOR TIMELY PROCTER MAXIMUM DRY DENSITY. THE UPPER 12 INCHES SHALL BE COMPACTED H. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. ASSUMPTIONS ARE NOT TRUE, THAT EITHER THE OWNER, ARCHITECT OR CONTRACTOR REVIEW AND FIELD MODIFICATIONS IF ANY ARE REQUIRED. SHALL NOTIFY TO 98% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH TH + LEGUIZAMON AND ASSOCIATES, INC. PRIOR TO CONSTRUCTION. C. ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE INSPECTED BY A USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. Q. SHOP DRAWING SCOPE NON-DESTRUCTIVE TESTING QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE REQUIRED BEARING CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. 1. PREPARATION OF REQUIRED SHOP DRAWINGS. M CAPACITY AND/OR COMPACTION IS AVAILABLE. IF ANY PORTION OF THE FOOTING HOLES SHALL BE DRILLED AND CLEANED AS PER THE MANUFACTURER'S INSTALLATION 2. CHECKING OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR PRIOR TO NONDESTRUCTIVE TESTING OF ALL WELDS IN THE MOMENT FRAME N OR SLAB ON GRADE IS FOUND TO OCCUR IN AN UNSTABLE OR UNSUITABLE SOIL, INSTRUCTIONS AT NOT LESS THAN THE MINIMUM EDGE DISTANCES AND/OR SPACINGS SUBMITTAL TO THE A/E, WITH PROPER SHOP DRAWING STAMP AFFIXED. MEMBERS IS REQUIRED AS FOLLOWS: N THE ENGINEER SHALL BE NOTIFIED, INDICATED IN THE MANUFACTURER'S LITERATURE, UNLESS SPECIFIED OTHERWISE, F F A. GROOVE WELDS SHALL BE TESTED ONE HUNDRED PERCENT BY J 3. SUBMITTAL TO THE A/E FOR REVIEW ALLOWING A MINIMUM 0 FIVE (5) ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM FULL WORKING DAYS IN THE ENGINEERS OFFICE FOR THIS REVIEW. LARGE EITHER THE RADIOGRAPHIC OR ULTRASONIC TESTING. W LL IV. MATERIALS EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER. SUBMITTALS WILL REQUIRE MORE THAN FIVE 5 DAYS. B. ALL FILLET WELDS SHALL BE INSPECTED BY VISUAL MEANS. _ A. CONCRETE ( ) 11. U 1. CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE NORMAL WEIGHT, WITH A V. MISCELLANEOUS 4. REVISION TO SHOP DRAWINGS, AS NECESSARY, FOLLOWING A/E REVIEW. SEE Q C MINIMUM 28 DAY COMPRESSIVE STRENGTH A. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE D1.1-96, PART E. f'c= 3 000 PSI, THE PROPOSED 5, RECHECKING OF REVISED SHOP DRAWINGS BY THE GENERAL CONTRACTOR,NOTES FOR ADDITIONAL INFORMATION. C. RADIOGRAPHIC TESTING SHALL BE IN ACCORDANCE WITH AWS U � MATERIALS AND CONCRETE MIX DESIGN SHALL BE DOCUMENTED AND REVIEWED (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT J U IF INDICATED ON THE ARCHITECT OR ENGINEER RESUBMITTAL TO THE A/E BY THE OWNER'S TESTING LABORATORY. IT IS THE CONTRACTOR'S 6. , D. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES O Q Z RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH, RESULTS SHOP DRAWING STAMP. D1.1-96 PART F. ti. OF THE OWNER, CONTRACTOR, ENGINEER, SUPPLIER OR ANY OF THEIR CONSULTANTS, Q OF CONCRETE TESTING SHALL BE AVAILABLE AT THE SITE. 7. REVIEW OF SHOP DRAWING SUBMITTALS SHALL NOT BE CONSTRUED AS W AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR AUTHORIZING ANY CHANGE IN THE CONTRACT SUM OR CONTRACT TIME. ANY U ~ 2. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD ANY Q IS NOT PERMITTED. DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE COST FOR RE-DETAILING DUE TO SHOP DRAWING REVIEW COMMENTS SHALL BE LL W o 3. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE CONCRETE SLAB OR OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES BORNE BY THE CONTRACTOR. 0 0 J WALL THICKNESS WITHIN THE SLAB OR WALL, UNLESS SPECIFICALLY INDICATED CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. 2 ao ON THE STRUCTURAL DRAWINGS. B. THE CONSTRUCTION DOCUMENTS CONSIST OF THE ENTIRE SET OF DRAWINGS AND (J w U 4. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION OF SPECIFICATIONS OF ALL DISCIPLINES, STRUCTURAL CONTRACT DOCUMENTS Z Z u' LLD0 0 SLEEVES, ACCESSORIES, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND _j N v MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED SPECIFICATIONS), BUT 00 NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS OR IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES, SLOPES AND SLAB MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. w - m DEPRESSIONS. C. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE ZLu 5. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS. ujZ c' 6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY- OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. o COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST a p REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL REQUIREMENT SHALL GOVERN. ENGINEER, D. IT IS EXPECTED THAT THE GENERAL CONTRACTOR BE EXPERIENCED IN THE TYPE CONSTRUCTION REQUIRED FOR THIS PROJECT, THE CONTRACTOR SHALL COORDINATE B. BAR REINFORCING STEEL THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, " 1. ALL BAR REINFORCING STEEL IN CONCRETE SHALL CONFORM TO ASTM A615, GRADE 60. PLUMBING AND CIVIL DOCUMENTS PRIOR TO ORDERING AND/OR FABRICATION OF ANY MATERIALS AND/OR THE CONSTRUCTION OF ANY ELEMENT. ARCHITECT STRUCTURAL ' 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE / ARCHITECT/STRUCTURAL AND END LAPS OF 8". PROVIDE IN FLAT SHEETS (ROLLS NOT PERMITTED). ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR1�7 DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL to DRAWINGS. � c E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. DEC— � rtrt o r iG �t�� � � N 2„ EQ. EQ. --2" 3' v ANCHOR BOLTS HSS5x5 WIND POST b FOOTING SCHEDULE _1'_8» "' a g , -t _$» - - ----�--- IE Y"x8"x12" W/(2)-Y4"0x611 40 4'-0"'x4"-0"x1'-0" w/5-#5 EX, B.F. _ __ 1 r _____ .W., BASE PLATE HEADED STUD ANCHORS. )I6 50 5'-0"x5'-0"x1'-6" w/6-#5 EB.F. r , - I I �U-iI W.W.F -' O I f I s-6 � F. � u j 60 6'-0"x6'-0"'x2'-0" w/7-#6 EX, B.F. I _ _ COLUMN EL. 0'-0" c 70 7'-0"x7'-0"x2'-6" w/8-#7 EX, B.F. --- ------ - -------- ----� — 200 ►► X X X X 60 I r--- �,, EDGE OF SLAB (TYP.) m CORRIDOR 1.OUNq I CL — 80 8'-0"x8'-0''x3'-0" w/9-#8 EX, B.F. I i I ME N 1 I I CO I 1 , I I r•---- �, �`' TYP. O -- II II 126 I t' 124 LL -- - �, COLUMN \�\�\�\�\ \ o 8o 8'-0"x8'-0"x1-6" w/10-#8 EX, B.F. _ , 123 � I � I _ I I \ \ -•---�•- T.S. COLUMN, SEE I U ► u - = I I I I I PLAN FOR SIZE 1 0 (2)-#4 CONT. ►, TORR E I I ! -1 -8 -t I 129 -- I - ;' CONTROL JOINT (C.J.) TYP. SECTION FF K`2 r ---,i r MEN / I I -1 _8 - ---- -- --- -3'' I1 I / i - - ` I I 1 I I + S—2 SCALE; " = 1'-0" $ 1 ..� CJ co ` ' ° �'•:' " '" 125 ' kl� LISOLATION JOINT TYP. I El POUR SLAB BEFORE POURING '`�j::. •.• ' , • ' DIAMOND SHAPE CONT. AROUND z - � ASH VA T ,_ / I I SERVER/EL C. OFFICE I O 7 COLUMN. PAINT EDGES OF SLAB HSS5x5 COL. 50 ( 119 : SON 1 I I 127 128 D COLUMN = FOOTING WITH BOND BREAKING CURING R_ N"x8"x12" W/(2) / S-6 HEADED STUD CORS. )16 •" `:' ' 1 1 AGENT BEFORE PLACING F- i' 10411 - - - - �'�: 1/4 CONCRETE IN DIAMOND. W.W.F. ' �- r (2)-#4x3'-0 @ T O.C. i ! I I ( )`# Lu 3 3 TIES 65j" a _o' AT MID-DEPTH OF INTERNET CAFE ' N 1" THICK BASE PLATE EL, o'-o" U ° SLAB. (TYP. 0 ALL i 3 „ R X X X Z RE-EV41 �f�lll��2NERS. w/(4)A 0 A.B. s, PROVIDE I � I INTERIOR ISOLATION JOINT � ,,y,��, / � 5 I B _ 1 ►1 ) I 4_0S I I I AND SLAB ON GRADE o 1 _1 _o 4 PROJECTION ABOVE I I fit (2)-#4 CONT. U 0 S.D. BOKE T/FTG. AND 9 MIN. I ! I ISOLATION JOINT \\i� ,\,\ � \\ 0 F- 8 N\\��i\ z EMBEDMENT INTO FTG. (SMOOTH VERT. SURFACE)t o I I -- -- :.:,,:t:. . . ,� 113 _ I I �. x x I II x x VAPOR BARRIER m � Z ,. ; { ..•::;,:;: _.y :, CHI DREN S AREA » D W ------ ----- ----- Awl CJ I C II II 1 -0 Z ';7- g80 ' 0 80 ►, -- L--- I I 1 I O \\�\ P F PAN FOR FTG. ~ N SEE LAN OR SEE L _ d T/FTG. ELEV. ,. �I II I I SIZE & REINF, w U 1 » (4)-#6 ® COL, � � �' ' I �ORKRO , N II II 1� GROUT PAD Q_ __ TELLERS I I I I ! 3 SECTION .� r I , I Iz 0 I J J I I I H ! 3" MIN. CONC. COVER - SCALE: Y'" = 1'-0" f I I I I ao , I I S 2 4 ChLL r;- III I FOR A.B. s & BASE IE G DRIVE4UP TELLS /� 1 O \ r � I --- 117 /�� w I i (2)-#4x -0 {� 3" T i I SIM. MID-DEPTH OF SL j � // / cJ CJ i I I i I CJ o I // 111 , A\ A r I I , N \ /// 1'_211 (p� w I I I i4- AREA �� N \\L/SEE � I Ir' 0 I -t'-8" 3 CL. FOUNDATION PLAN, W.W.F. ! i TICK SLAB TO i - --, F R I HT FOR SIZE AND REINFORCING EL, o'-o" I ORY - 4 I # R ��. o 0 12" .W., B.F. ' I 1 50 SECTION X X X X I COFFE o I NIGHT EP. I I F , >: S-2 SCALE. 3/4 = 1 -0 / / co I I COINT Llym] COU R - I DR VE P LANES cJ C cJ LOB CJ I E I REST 10 ---- I 5 „ t►-0» (2)-#4 1 i L J 6/ 1,_0„ 1,_0„ CONT. 6 I _ ORAGE 102 _j VAULT WALLS AND TOP & BTM. SLAB 4 SECTION :6 c O TO BE REINFORCED WITH 2 LAYERS OF g ' 3" _ // - 72 I EXPANDED METAL TO BE PLACED IN S-2 SCALE: �" = 1'-0" W 10'I Y 0 SMOOTH ROD z F.S.O #1 ° ;I - ACCORDANCE W/RECOMMENDATIONS OF 24" O.C. 3: o I I 0z o 104 �r SUPPLIER. PROVIDE A CLASS 1 RATING. , I , MANAGE 0 103 ;I (GREASE END IN � J O • �. I I I Q II I LATER POUR UL Q F- 18 If I i 105 4" SLAB 0 IL. PLAS C II VAULT WALLS „ �, � v � VAPOR BA R1 N 4" i( 6" 6 X6 -10/10 W O m ( r � 4-#5 T.F. (TYP.) � I GRANUL DE. ; I & BTM. SLAB W.W.F. � a o r— — ---- -- --- ---� r REINF. x6 - 1. xM.4 - a cn x LU o � s I I ° o 2 � oo a ---- - --------------- ---- ----------- -- I ,� � O V a LI Iso I - - I �/ / I o �- a @ I L_ oo ��/.�//.� 1 -------- ----- ----- - I Q 1 I I-- � - - SIM. - I � ---- --_——_---_- _ # ' J I , I A - --------- -- 3' I 140 \�i��i���i` VAPOR �-- O0 1'-s 2,_4,1 o x22 o x2 s TG. L ___j 2 L-- I BARRIER _ W/#5 0 12 E.W., E.F. I I -1�_8►► N L_ _ 5 SECTION A 4'-0"x8'-0"x1"-6" FTG. ,-2►► S-6 10" W/#5 0 12" EX, E.F. 1'-5" 11 1" - SCALE: 3 4„ - 1,-0„ I S 2 / �, �-- 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" I M 0 COLUMN = FOOTING 68 -4 w � 1/4 i n/ U 10 9 6 5 4 2 I.I EXTRA REINF. (SEE PLAN) 8 3 1"x10"x1'-6" BASE P ISI W.W.F. 6"x6"-10/10 V m W/(4)-3/4"0 A 307 A.B.'S III J v SLAB & FOUNDATION PLAN ELEV. o o Q1 (6)—#4, X. 1 x _j L, Q Z his = ui 1 0 CONT. I ISI I z � Q _ ,- N F „_1 I o w TOP OF SLAB ON GRADE DATUM ELEVATION - +0 0 (10)-#4, CONT. W•W W.W.F. 6 x6 0/10 x I I,I I X �-_ U- 0 ELEV. -0,_0„ I!I I o 0 0 m INDICATES TOP OF FOOTING ELEVATION X X X X X ��/\/ I \/j/i -l'-6" z U w V a/�' / ELEV. O z U z • I (l)-HEAVY HEX II ' II m co x ( ) I » P a z m � 6"x6" - 10/10 W.W.F. , NUT PER A.B. ---fid I �d 1� GROUT AD Q u Q D SLAB ON 6 x 6 - 10/10 W.W.F. !\\/\ \j\\/�� o I °° w o 1 8" R EA. SIDE 11 " CL. i��, ,\�T` ELEV. -1 -6 w I cn z -7 co 1 D/2 0.2 D / GRADE 1/8 x 1' SAWCUT OR ZIP JOINT N a 1/2 CL. 1: 3 SLOPE NOTES: X X X X x X X X X K0`o6 SECTION 1 1. C.J. ON PLAN INDICATES JOINT IN S-2 SCALE: 3/4" = 1'-0" 3 CL. 6 -0 (x6l-O)f) (7), �6 .0 4" GRANULAR %' / 'i �i`� 4" GRANULAR •;�i��i��i/�\i/��i��j SLA A �� � �� r 1�/ � \���`� VAPOR BARRIER VAPOR BARRIER ., ,W ,l FILL FILL N D = 4 2. CONSTRUCTION JOINTS MAY BE PROVIDED IN LIEU OF CONTROL JOINTS. SECTION //� i �i/ TYPICAL CONTROL JOINT DETAIL - SCALE: 3 4" = 1'-0" L o �� o TYPICAL CONSTRUCTION JOINT DETAIL s 2 / DEC 2.2 2006 v M I N c N II II C Q CL c J R� Lj_j R C 1 W m wl 11 rn tis �N - tis � N -7 0 ss HSS5x5x14 S-6 HSS5x5xY ss 00 +s BRACE BRACE +s II - - N �` � / WT4X2 w N CORRIDOR I OUNG °D�', I I - N MEN 1 I I [__1__2_4] 11 126 ! 310-s I Fl-237 +s '� - - - - - - - �6L12x1 II . - - - - If u 0 10 / - TORR �E I P.,+I _ 450 LB. J HSS5x5xY DIAL. 12 9 BRACE i c 8 +s + 2 g HWH ( •g -- I COR IDO LANGE F1 2b] cn L . � 6 A5I••l- �/ T '` ` _ _ 24KSP - \a - - - - G - - E C,- - - - - 3 - ;:, }: - �f E Imo- - o �►; { 119 C O � 16�j lug, DEEP, 18 GAL . 12 7 F128 D U I * / METAL F DEC �' _ co .�,, - - - - - tip'. - - - - - - - - - - - - - - - - - - - - - ( C-4 II W O HSS5x5xY BRAE I TERNET CAFE - '_i INTERNET CAFE V B CE 's 8 14 " i .T WAITI _4LlWAITING 8 114 N ! z cn HSS 3x KNEE BRA I k 0 B � tisFl-270 N -j yss1120 � �' -4 � � o ;, ,sTYP, TO LOW BEAM h MOMENT CONNECTION V3 S.D. 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I FLANGE OF BEAM l I w16x 6 HI 1 I ` { i l I R L- -J DRIVE-UP ELLE r7L117 ^ / ��� j 8 / � � j "' { g w In L I _4 _ �/ �/ x _ �� to - I I - - - - / x 2 /� / / r 1 3X. ❑ R //�\ ��/// AITING = ��`ve�f - - - - - - - - - AITING - 1 X / /� 111 l C14I It'-o" �N M .��,/i% AREA I ! w1 � i;,Dftp/1s GA. GALV. AREA I 1 +� '� wl V► 1 " DEE 18 GA. G LV. R _ _ I _ _ _ I 00 �/ I N I �/ I +`°O`' N { �M€TAL ROOF DECK - - 9 ME AL OOF D CK F II- N `- -' ,�`'� I I I ( x j 3 ! — - - _ L_ _I 00 >, y �— k `° 3 '' I I `ys 7 r� `x SS's I I s p co I +s r h `� I ' V) W GA COFFE Q z 0-1 II II I DIGHT _ � - _ _ _ W18x35 F W18x35 COFFE O R .J I 110 110 F of Lo � ' I .� BRACE DCOIN 3 _ 12 tis' ! Lo v II ys 9 '` Lo �' ,d W I I �- 0 NT R 8 -4 AHU 2 -4 Ss I I `rs -4 1 +h t�D x { o BTM. � C U + + � N T R >: +sem I ��h rn v I I L- FLANGE x I -4 w R -4 x I DR L NETo LO v �- 101 I AA E m 10' E 4 �o I 18K5 I - - - - - - - - - REf-T - - - - 1 + I ¢ MOMENT 12K1 Q 5h REETE N ORAGE �5 CONNECTION x N I 102 ��-,`'' // OPP. HAND 102 (TYP.) 106 I ( 11 /i I 2 3 I I 13 II Q y4 _4 /-/ _ _12K1 - - - ° s I _4 - / AL., C8x11.5 _ 5 / W 9 I ! - - - - - - - - - - - - Z 3 EQ. SP. F,S.O #2 F.S.O 1 / QOh { F.S.O #2 F,S 0 #1 1 " DEEP, 18 GA. o 0 I � I ( GALV. METAL I , p Z o I I I . I I M N6 E 104 103 I I I 1 104 103 ROOF DECK I V_ J O II I I I I 106 N 1 1 `'- > F-- I I 0 11 113 0 Lo Lo U) '- - - - - - - I = I - - - - - - - - - - 1 1 � ! I t° 1 1 0 I ( I W M ,a I v v p+ ,n I I Y CU_1 5 I (n a o g �+ I �� ,�o L.J 15 VESTIBULE I N VES ULE I— I _ Q I-- o I I O`er 167 LB _4 s ( X (ON ROOF) ! ! -4 W a V3 �$ Q s6 0o I I J L z v Y s ao I I I U c W16x 6 LO) � � ------ - o W D O � 1_ „ W21x50 HI H x x I I Lu _ �-- 1 4 SS8 6 LO r I - I c c x (�J HSSB 3x 4 YY1 +, 8 129 LB. B 16 >K OS o o I.. - - - 7-N-S$6*WX- - HSS5x5xY 14 A _4 h .� s s x2 ys A HSS5x5xY + �, ss +h n s n ss h I In + huh I �p s+s � +S BRACE a Q5`� II X ,n s I w 6 '� w I I J O � I w A I I J N J I 00 C8x11. iv I w o I - `sl' -4 w:� cv z w � Ld I I m m w I s-6 2 � � 4Z.1 pp -7 N '-2" 10" N ��' 1'-5 1 111" 10" 1'-5" 111 -4 I Icn cy) 13 -0 10 -10 3 -1 19 -1 0 10 -2 3 -11 2 -2 3 -1 19 -10 10 -2 3 -11 2 -2 — N 680-400 68)-4pt cl _j 12 11 10 9 7 6 5 4 O� :f 2 1 9 7 6 5 4 2 1 V 8 3 8 3 U CD LOW ROOF & CANOPY FRAMING PLAN HIGH ROOF FRAMING PLAN 0 -' z LL X, 16 _OPP Lu N N V Q PLAN NOTES: z z L w o 1 - FOR ADDITIONAL DIMENSIONS AND INFORMATION SEE a- a O Q J m ARCHITECTURAL DRAWINGS. Z Z U W V 2 - SEE GENERAL NOTES FOR WELDING PATTERN OF METAL Z `'L Z ROOF DECK. im Q a U- � m 3 - JOISTS ARE EQUALLY SPACED WITHIN BAYS U.N.O. 0 U- W Q 4 - �-- INDICATES MOMENT CONNECTION. SEE SECTIONS Z 0D 3 & 4/S-5. 5 - STEEL BAR JOISTS SHALL BE BRACED BY HORIZONTAL AND/OR DIAGONAL BRIDGING, AS REQUIRED BY THE STEEL JOIST INSTITUTE. R ^47n5dlF'1 6 - J/B = JOIST BEARING. � co A3 7 - SEE TYPICAL ROOF OPENING DETAILS C, D & E/S-6 FOR FRAMING OF OPENINGS THRU ROOF. CONTRACTOR o TO SUPPLY STEEL FABRICATOR WITH EXACT DIMENSIONS C 0 AND LOCATIONS OF OPENINGS THRU ROOF. jo ch C~1 i W a 12 Lax V4, CONT. V -6 )i6 3-12 e c c v HSS5x5 COL. CL E 17�" MTL. ROOF 5/8" PLYWOOD ROOF DECK I I DECK HSS COL. T/S EL, VARIES T/S EL. VARIES 0 ►► I I DECKLY`"oOD 7 Yi" BASE IRl i , UP TO 270-8s' 00 T/S EL. 9'-8 y6 T/S EL. 9-8 HSS5x5 COL. I HSS5x5 xY BETWEEN W14 919 t I I yl Y6 I COL'S. HSS5x5 �" I I INFILL W/ 8" DEEP, 18 GUSSET R'S C8 EA. SIDE OF � GA, MTL. C-STUDS 0 16" o CS WEB AT COL. I6 I O.C. (PARAPET ONLY) " 4x4xy ANGLE L6x4x%6x0-4 (LLV) EA. SIDE c I I L3x3x4, CONT. X6 I ' W/ %� 'x2" VERT. SLOTTED ` " 0 fl 6 DEEP, 18 GA. i » " TYP of TYP� �6 HSS5x5 COL. HOLE FOR � O A3'15 BOLT. r � C-JOISTS ® 2-06 3'X12 u O.C. INFILL W/ 8" DEEP, 18 GA. X6 01 1�" MTL. ROOF I 6 I I C-STUDS ® 16" O.C. T/S EL. 15'-6" A.F.F. DECK I W12 II � W16 Wi 4 W16 J.B. EL. 24'-2Y" 3 SIDES I I $ 1 SECTION 46 EL. 20'-6" I S-4 SCALE: Y4" = 1'-0" ZO 3 SECTION HSS5x5 S-4 SCALE: h" = 1'-0" , 12K L9 U W14 1 6" DEEP, 18 GA. CL C-STUDS ® 16 0.C. 6 SECTION w o 2 SECTION I I , c(.)11 ' S - 4 SCALE: Y" = 1 -0" Z SJ-4SCALE: Y„ = 1 -0» II o � L 3x V4, CONT. 404 ANGLE o � S N EL. 20,_6,► _J ? pl. ro Y16 T01 ” T/S EL. 10' w-111X6" A.F.F. , i m z T/S EL. 15'-T A.F.F. I I W16 HSS5x5 z U W16 I ►► Y W Y x10 R CONT. �' x I 4 DEEP, 14 GA. L3x3xY4, CONT. X6 3 SIDES HSS6x4x �i6 4 /4 _ � x � C-STUDS ® 16" O.C. 11"WHILL11 11 ill 11111111 Ill 11 ill 11111111111111111 E = dao N ill 1111 ill 111111111111111111111111111 ill Lu 0 h" CAP R W/4-Y4" 0 I , C8x11.5 X6 r5 SECTION 5 TYP., EA. END , A 325-N BOLTS y6 , L3xV4, CONT. BOT/CHANNEL S—q- SCALE: " = 1'-0" NNW' CONT. R I I EL. 9'-0" A.F.F. 2-L3x 3x4x0'-3" 6 DEEP, 18 _ � " GUSSET X16 ; LL �i6 C5x9 GA. C-STUDS _ I � 3'(�12 ® 16" O.C. tri (TYP.) 7 6 6'_5-" w T/S EL. 12'-6" A.F.F. 6 I Y"x10" CONT. R HSS3x3x4 4 SECTION " STIFFENERS 0 BEAM HANGER i �i6 3"®12" HSS5x5x4 BETWEEN COL. ® PARAPET. S—4 3xY SCALE; " = 1'-0" --------------- HSS3xTYP SEE 5/S-4, SIM. _ X6 T/S EL. 10'-1 t 1Yt6" A.F.F. JOIST W18 GUSSET HANGER X(66 3"®12►' ® ® K 6" DEEP, 18 0 0 7)�►► Ile GA. C-STUDS W1 6l 0 0 3x3xY ANGLE ® 16" O.C. 0 3-12 L 3x 3x4, CON T. i o 1y2" M TL. 10 W16 I I I ROOF DECK 10 ' 6 3"®12" T/S EL. VARIES 0 I I 6" DEEP, 16 GA. 12 SECTION C-STUDS ® 16" O.C. , W18 ; 4" DEEP18 GA. I _ HSS 304 S-4 SCALE: X" = 1'-0" � C-STUDS ® 16" O.C. TYP. EA, t►_ i i W14 3�6 END ve- 0 LL l�v� Y"x10" I 1 1 36" GUSSET, TYP. w CON T. R. i i t L 3x 3x4, CON T. Z fi K007 SECTION " 0z o 316 3'012 Jaz < O S-4 SCALE: X" = 1'_0" ------- ------ � �6 p -- I® " >� � 10 0O � 1 W a o t r W18 JOIST W14 I Q J Q Z o gs HSS5x5 EL. 20s-6m I W o o Y" STIFFENER 0 48" O.C. 11 I 6" DEEP, 18 GA. � w U U a 4 C-STUDS ® 16" O.C. L 3x 344, CON T. SECTION 11 SECTION I r-4'8 SECTION 9 SECTION 10 L3x3xy, CONT. " z 3"®12" _ » » _ S—4 SCALE: X" = 1'-0" S-4 SCALE: " = 1'-0" 1Y MTL. O S—4 SCALE; X - 1'-0 -4 SCALE; - 1"-0* X6 RO F DECK T/S EL. 15'-3'' A.F.F. ; z I I I I 4 DEEP, 14 GA. C B A C B " M W16 G A i C" 4 ell STUDS 0 16"O .C. A.DCE STUDS N N 6" DEEP, 18 GA. 6" DEEP, 18 GA. 0 16" O.C. Q M 1_30 4, CONT. C-STUDS ® 16" O.C. �+1 i+\ C-STUDS ® 16" O.C. I + + I++I - +++ J Y"xli" CONT, R I + \ - + I +_± I - I I �\ � 4" DEEP, 18 L3x3xY, CONT. + GA. C-STUDS I , 1 ++ 4» DEEP, U �6 3"®12" i ���+ I��\ his 3"®12" I I I I +ii GA. C-ST i W16 JOIST U W �i6 �6 3►►®i 2" ; ' ; 16„ O.C. II I I 016" 0.( ; m T/S EL. 12'-0" A.F.F. i �� L3x34, T/Sr OC J ----------------------------- I I U -------------------------------- �� , T S CONT. I ; ' ,'� �� I VARIES Q ------- VARIES Y"x10" CONT. RU J ~' W16 T/S EL. 10'-11'Yt6” A.F.F. ; �� \`� Y" STIFFENER ; �� ; " �� �� Q Lei. W12 I I �� R ® 48" O.C. ; �'++I his 3 ®12 \ I w O W18 JOIST --- -------` -�� _ +�+ ______________ ++ 1 0 = 00 „ I I o\ + W21 = I + i W16 _ Z U U _i6 1 6 DEEP, 16 GA. I I Z z I Q Q I C-STUDS 0 16" O.C. , , ; cn pC J a m C5 I , , ; » HSS6x4x4, p Q » I I 4 DEEP, 18 CONT. I6. 4 DEEP, 18 i t_STUDS GA. C-STUDS i o X6 � V W � I I 1 16" 0.C. i ® 16" 0.C. 0 cW z co I i i 6" DEEP, 18 Xi 6 F L 3x 3x4x0-3", TYP. a GA. C-STUDS I 6" DEEP, 16 ® 16" O.C. GA. C-STUDS ® 16" O.C. HSS8x6x� C801.51'-0" I I I C5x9 S 3 SIDES TYP. . 3116 /'0000 13 SECTION 14 SECTION K0001- 5 SECTION 16 SECTION f S 4SCALE: )41" = 1'-0" 4 SCALE: Y" = 1'-0" S4 SCALE: X" S-4 SCALE: �4" = 1'-0" � M V 00 N .r b C a � � i v 6" DEEP, 16 3x 3xY4 CON T. HSS COL. HSS COL. GA. C-STUDS BENT I'llTYP. ® 16" O.C. L5x5x%xO'-34" 000 I I 4" DEEP, 18 GA. C-STUDS ® 16" O.C. ; ►►Y4 HSS BEAM TYP. ; Y SHEAR s p W.W.F. #4, CONT. ' SEE PLAN tl I I � • SEE GENERAL g ��'012' i TYP NOTE V.I. FOR I I xx x x x x Ya" CONT. Fe ; JOIST, SEE i • BOLTS 316 Z W/L3x3x Y4, CONT. ' I PLAN (TYP.) IGUSS BEAM, SEE PLAN AT BRACET // Y4 o Z y L2x2Y2xYa BRACE I L5x5x%x0'-53/a'► TYP. SEE PLAN EACH ENDS BEAMS AND JOISTS $ / i/ L (2)-##4 CONT, TYP. 1 -0�p BEAM, SEE % PLAN, TYP. TYP. WIDE FLG. BEAM TO HSS TYP. HSS BEAM TO HSS O COL. MOMENT CONN. COL. MOMENT CONN. U � SECTION z SECTION 3 SECTION 4 SECTION 5 SECTION ♦'nn S—5 SCALE: 1 -0 S—r5 SCALE: Y - 1'-0" S—5 SCALE: 3Y4 1'-0" S—cj SCALE: -'4 1'-0" \ S—5 SCALE: �'4" 1'-0" W0 V � Z o � 2 00 3 4 2 3 4z 8 ro • 5 3x 3xY4 BENT fE 3x 3xY4 BENT FL CO ui Z I I I Z SLOP SLOPE C� V & E �s W x I + U T/S EL, 18'-2" A.F.F. I T/S EL. 18'-2" A.F.F. Q w I I I I I I C B A I W16 W16 — _... 4" DEEP, 18 4" DEEP, 18 JOIST JOIST 6" DEEP, 18 GA. GA. C-STUDS 6" DEEP, 18 GA. GA. C-STUDS ' I I I w C-STUDS @ 16" O.C. + @ 16" O.C. C-STUDS ® 16" O.C. I ��+ C� 16 0.C. I I \ I \ I I :X6L6x4x!X6xO'-4" (LLV) EA. SIDE W/ 1 Xs"x2" VERT. L 3x 3xY4, CONT. I I L 3x 3xY4, CONT,446I I \� �� I I I I I I I I I '► I SLOTTED HOLE FOR N40 A 325 BOLT. I I T S ------------------------ T S ------------ VARIES VARIES ��i 6" DEEP, 18 GA. C-STUDS ® 16" O.C. W21 W21 /' 6" DEEP, 18 GA. i i 6" DEEP, 18 GA. --- - - ------ -- \\+ ------ --------------- C-STUDS @ 16" O.C. C-STUDS ® 16" O.C. i + + 4" DEEP, 18 i l 4" DEEP, 18 GA. C-STUDS I GA. C-STUDS /' �/ i i I I SEE SECT. 4/S-5 FOR HSS ® 16" O.C. ; @16 O.C. ' HSS8x6x I I � , I I HSS14x6xYa CONNECTION TO WIND POST HSS14x6xY4 6" DEEP, 16 6" DEEP, 16 GA. C-STUDS GA. C-STUDS '-- ----------- --------------------------------- I ---- I i Z is 16 O.C. , ® 16 O.C. B/S EL. 11'-0" A.F.F. + / ---- ---------------------------- B/S EL. 11 0!, A.F.F. __-_ p , ---------------------------- 0 z o w Q z HSS8x6x% 0 J 0HSSo � WIND6x6xY4 LL POST > U o�$ w0 � a� L* s SECTION 7 SECTION � a � �� oF S—5 SCALE: �4" = 1'-0" S-5 SCALE: �,4l, = 1,_0„ w 0. CO zi w o O �' j` W V V a� 8 SECTION 9 SECTION S-5 SCALE: /1 = 1,_O„ S-5 SCALE: Y4" = 1!_0" Z 0 z Z) _ Q o � w � 0 HSS5x5xY4 BETWEEN HSS5x5xY BETWEEN U- ys I COL'S. 374f ujs I COL'S. J L3x3xY4, CONTI, J L 3x 3xY4, CONT. J Z Xs Ys 3"@12' I Q 0 1 M TL, Y ROOF DECK 1Y2" MTL. V ROOF DECK --- NOTE: C-STUDS NOT � J w J.B. EL. _ _______ __ SHOWN FOR CLARITY. s — SEE PLAN iI I �4"x10"x10" W/(4)—Y2" HSS 3Y2x3W4 0 ENDS OF w 0 PARTIAL HEIGHT WALLS p NOTE: C-STUDS NOT i 3�s 3"�12" xfi" HEADED STUD o w ANCHORS 0 7" O.C. zU. SHOWN FOR CLARITY. Y4"x13" CONT. R- i Q Y4" STIFFENER L x x x x x X—x FL ® 48" O.C. o •u �_ IIII uj HSS5x5 COL. HSS5x5 COL. //�% /�j� j�\\��\\��\ U) 1'-6" 3-##4 E.W, ,;.�,• a (x 1!_611) ' * r 1 o SECTION � � SECTION � z SECTION LO 7f 1 11 s� > S-5 SCALE: " = 1'-0" S—r5 SCALE: �4" = 1'-0" S—5 SCALE: 3/4 = 1 —0 D ��� 2 2006 0 LO �° M a G U O 00 v a. O C 4 V O 11 8 L H 5 8 K M cfl o 8 � ' o B B B B S-6 S-6 S-6 S-6 z W1 2x22 W1 426 W1 422 W1 426 0 U co OfOf cr�Tys °x° I % yS k y ` tis ~ �� J' co �x� h+h J�+ }�j sss hh s�. a' z A Lo Lo Lr) i ��� s i A OPP. A = ��� �5+-1' = A OPP, A � ���''h +s+� �_ A OPP. A � ,�c�i S+; V) A OPP.Lo w O Ir U S-6 S-6 HAND S-6 S-6 HAND S-6 S-6 HAND S-6 S-6 HAND z � 0 T/SLAB = +0'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" (J w � A�) .J ? 8 co � g A ELEVATION ("BzELEVATION ELEVATION D ELEVATION �r ss » t> > » » > » U 114 S— / S—6 SCALE: 1/8" = 1'—0 S—6 SCALE: 1/8" = 1'—0 _ w o N �t6 SCALE, 1 8 =tt 1 -0 SCALE. 1 8 = 1 -0 U) IrA (D _j GO w � A L \ I OPENING MECH. UNIT BAR JOIST METAL DECK LOAD LOCATION a L4x4xY x0'—4" co M c L 3x3xY4 z 3/16 5 THICK O z a o / � � I I 8 - - - - - az PLATE °C _jO � � COLUMN—\\I I O Q 0 o 0 > " a� III � � T.S. v I i DIAGONAL BRACE HANGER w Cf) CL I I �6 TY LOAD LOCATION "a � a.Q Z �� . ; 1/4 I I i 3/ TYP. w 0 O a I I i 16 �iC DETAIL L 2x2xJ/ MECH. UNIT LOCATION TO NEAREST L 2x2xY HANGER LOCATION TO NEAREST W P I W.P. 3 » - BOTTOM CHORD PANEL POINT (ONE SIDE) TOP CHORD PANEL POINT (ONE SIDE) I 1/4 4®4" — - — -- S-6 - -o NOTE: TYPICAL EACH JOIST BENEATH MECH. UNIT. Z TYP, 1 4v � BEAM 0 1"x "x1'— " 9 6 BASE �, 5 » 3 E DETAIL - I PLATE W/6-3/ Ox6 / GUSSET PLATE ERECTION L 6x4x/x0 -6 z 1/4 HEADED STUD ANCHORS BEAM ; \ ; \ BOLT, TYP. TYP. 3 3 S-6 31" = 1'-0" _ _ \ /6 L 5x5x/ AT MECH. D j �� �\ \\ UNIT CURB cn �' ,� \\ \\ RTU PLAN NOTES Q 3 \ t HSS5x5 _j L 2x2x)/ SEE W 1/4 4@4 Tom' BRACE, TYP. DET. E/S-6 3 TYP. 1. SEE DETAIL C/S-6 FOR DECK SUPPORT AT ROOF OPENINGS. _ /6 U UW 2. SEE DETAIL D/S-6 FOR ANGLE SUPPORT BENEATH MECHANICAL UNIT CURB. 00 A DETAIL g DETAIL 3 _ ° 3 _ _ 3. SEE DETAIL E/S-6 FOR JOIST STIFFENER AT MECHANICAL UNIT SUPPORT. L Q a s _j 6 — 1 o s-6 - 1 —o D DETAIL �/ 3 w LL F- S-6 / 4. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR MECHANICAL UNIT & _ W a J ROOF DECK OPENING LOCATIONS. LL Q J Lu = m o U W U z Z �..L z Q z � a �-� Z Q Q w 0 m z " 00 Ja ILO r � 1006 o M r co v 0o a GENERAL NOTES 3. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN F. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, .d 1. DESIGN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES, ETC., BEFORE POURING CONCRETE y A. "FLORIDA BUILDING CODE", 2004 EDITION. REINFORCEMENT". SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL OR STARTING WALL CONSTRUCTION. $ B. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-02). FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL G. UNLESS SHOWN ON THE PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE REQUIRED SPECIAL INSPECTIONS ' C. *SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND ACCESSORIES. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. a c ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. DO NOT H. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL INTERACTION STEEL FOR BUILDINGS" (AISC; JUNE 1, 1989), WITH CURRENT COMMENTARY. " BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS D. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. 4. HORIZONTAL REINFORCEMENT IN FOOTINGS AND TURNDOWN SLABS SHALL BE OCCURRING DURING CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS 00 FREQUENCY o II. DESIGN LOADS CONTINUOUS AROUND CORNERS. COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING 1 . SPREAD FOOTINGS AND CONTINUOUS FOOTINGS CONTINUOUS PERIODIC ...................................................15 PSF 5. TIE ALL REINFORCING STEEL AND EMBEDMENTS IN CONCRETE SECURELY INTO CONSTRUCTION, TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL A. INSPECT PLAN DIMENSIONS AND DEPTH A. ROOF DEAD LOAD........................... PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED FURNISHED AND X B. ROOF LIVE LOAD...................................................................................20 PSF MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR B. INSPECT QUANTITY AND SPACING OF BARS X c ' C. WIND LOAD DURING ALL CONSTRUCTION ACTIVITIES. CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND C. INSPECT PROPER CLEARANCE TO BARS AT TOP, BOTTOM v 1. BASIC WIND SPEED (3 SECOND GUST)........................................120 MPH 6. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, STAGGER SPLICES ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC. THE STRUCTURAL AND IS PROVIDED X 2. WIND IMPORTANCE FACTOR, 1................................................................1,0 WHERE POSSIBLE. ALL LAP SPLICE LENGTHS NOT SHOWN ON THE PLANS SHALL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 3. BUILDING CATEGORY II BE A CLASS B TENSION SPLICE, IN CONFORMANCE WITH ACI 318-02. I. STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS D. VERIFY PROPER LAPS ARE PROVIDED X 4. WIND EXPOSURE C C. STRUCTURAL STEEL SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE E. INSPECT FOR PROPER DOWEL EMBEDMENT INTO FOOTING As 5. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)....+0.18/-0.18 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, AND EXTENSION ABOVE FOOTING X cc EXCEPT THAT ALL WIDE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND 6. COEFFICIENTS AND PRESSURES FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. FABRICATION CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER F. INSPECT FOR CORNER BARS, STEP BARS, DOWELS, a.) Qh = 31.7 PSF; Qz = 31.7 PSF AND ERECTION OF STEEL FRAME SHALL BE AS PER AISC MANUAL OF STEEL LICENSED IN THE PROJECT STATE, REVIEW DOES NOT RELIEVE THE CONTRACTOR ANCHOR BOLTS, OR EMBEDDED MATERIAL X b.) Kzt = 1.00 CONSTRUCTION, NINTH EDITION. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH C.) Kh = 0,86 2. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B CONNECTIONS, CONNECTIONS FOR BEAMS SHALL BE ADEQUATE TO PROVIDE FOR G. VERIFY SOILS ENGINEER HAS APPROVED DESIGN BEARING d.) Kz = 0.86 (Fy = 46 KSI) OR ASTM A500, GRADE C (Fy = 50 KSI). THE REACTION DUE TO THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD FOR THAT CAPACITY X c° e.) GUST FACTOR = 0.85 3. ALL WELDING SHALL BE BY QUALIFIED WELDERS AS PER AWS SPECIFICATIONS, SPAN, BASED UPON THE ALLOWABLE UNIT STRESSES, UNLESS A GREATER REACTION H. VERIFY THAT ALL LOOSE MATERIAL IS REMOVED FROM •g 7. AS THE BUILDING HAS BEEN DESIGN AS AN ENCLOSED STRUCTURE, UTILIZING E70XX ELECTRODES, ALL FIELD WELDED CONNECTIONS SHALL BE IS INDICATED ON THE PLANS. MINIMUM 3/4 INCH DIAMETER BOLT REQUIREMENTS BOTTOM OF FOOTING. NO SIDE FORMING IS PERMITTED X ` COMPONENTS AND CLADDING DETAILED BY OTHERS, INCLUDING WALL INSPECTED AND TESTED BY A QUALIFIED TESTING AGENCY. COPIES OF ARE AS FOLLOWS: I. INSPECT BOLTS TO BE INSTALLED IN FOOTINGS PRIOR TO COVERINGS, ROOF COVERINGS, EXTERIOR WINDOWS (FIXED AND OPERABLE), WELDER'S CERTIFICATE SHALL BE AVAILABLE AT THE SITE. AND DURING CONCRETE PLACEMENT X* X DOORS, OVERHEAD DOORS, ETC,, AS APPLICABLE, SHALL BE DESIGNED BY 4. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER, MINIMUM ROWS OF BOLTS Z OTHERS TO RESIST DESIGN WIND PRESSURES FOR THE BUILDING. ASTM A325-N HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN MEMBER #/ROWS a 8. COMPONENTS AND CLADDING (TO BE USED FOR THE DESIGN OF EXTERIOR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO 1/2 TURN PAST A W12 2 ROWS 2. STRUCTURAL STEEL COMPONENTS AND CLADDING MATERIAL): SNUG TIGHT CONDITION. BOLTS IN BRACED FRAMES SHALL BE SLIP CRITICAL, W14 3 ROWS A. MATERIAL VERIFICATION OF STEEL MEMBERS, HIGH (0 CONNECTIONS SHALL BE ASSEMBLED AND TESTED ACCORDING TO SPECIFICATIONS W16 3 ROWS STRENGTH BOLTS, NUTS, WASHERS, AND WELD MATERIAL X* X FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. W18 4 ROWS co 3 5. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. W21 5 ROWS B. CHECK ANCHOR BOLTS AND GROUTING OF BASE PLATES X* X W O \ 6. EXPANSIVE GROUT BENEATH BASE PLATES SHALL HAVE A MINIMUM ONE DAY C. INSPECT COMPLETE PENETRATION OF GROOVE WELDS X („) U \ COMPRESSIVE STRENGTH OF 3,000 PSI AND A MINIMUM 28 DAY COMPRESSIVE J. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS ANDD. STRENGTH OF 5,000 PSI. ELEVATIONS, ABOVE AND BELOW GROUND, PRIOR TO ORDERING MATERIALS WELDS INSPECT COMPLETE PENETRATION OF MULTI-PASS FILLET � \ 2 7. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF STANDARD SHOP PRIMER, AND BEGINNING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY X 0 O 2 \ TOUCH UP ALL STRUCTURAL STEEL AND WELDS AFTER ERECTION WITH THE SAME DISCREPANCY. E. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET V \ 4 PRIMER. K. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, WELDS > 5/16 X uu D. BAR JOISTS ELECTRICAL FIXTURES, MECHANICAL DUCTS, CEILING HANGER ASSEMBLIES _Q z 8 0 F. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET \ - 3 1. BAR JOISTS, ASSOCIATED BRIDGING AND ERECTION SHALL CONFORM TO SJI PLUMBING EQUIPMENT, ETC., WITH ALL TRADES EFFECTED AND EQUIPMENT WELDS _< 5/1 X f 3 \ 1 SPECIFICATIONS. PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. CONTRACTOR / i \ 2. JOISTS SHALL BE DESIGNED FOR NET WIND UPLIFT OF 50 PSF BY THE JOIST VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING G. INSPECT HIGH-STRENGTH BOLTING X* X m w i S \ 5 FABRICATOR. ANY ADDITONAL BRIDGING OR BRACING REQUIRED FOR THE SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH H. INSPECT ALL JOISTS ARE WELDED DOWN OR CONNECTED Z � M \ I BOTTOM CHORD AND ITS CONNECTION TO THE JOIST MEMBERS SHALL BE SHOWN ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF TO STEEL X (D w i 9 I 2 \ 2 ( ON THE SHOP DRAWINGS. ANY CONFLICT AND/OR OMISSION. MODIFICATIONS OR CHANGES AS A RESULT OF .• - " N I >,� 3. BAR JOIST BEARING SEATS SHALL BE MADE OF MIN. 1/4" THICK STEEL. THIS COORDINATION SHALL BE DETAILED, NOTED AND SUBMITTED IN SHOP I. INSPECT ALL BRIDGING, X BRIDGING, AND W = fro E. METAL ROOF DECK DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANGLES, CLIPS, PLATES, ETC., MISCELLANEOUS STEEL IS IN PLACE X WD 4 / \ 4. � 1. METAL ROOF DECK AND ATTACHMENTS SHALL CONFORM TO SDI SPECIFICATIONS. AND OTHER MISCELLANEOUS ITEMS. J. INSPECT THAT FIELD WELDED AREAS ARE PAINTED X 3 \ 2. STEEL ROOF DECKING ATTACHMENT: L. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING COVER SHALL BE K. INSPECT THAT FRICTION TYPE CONNECTIONSA ( PROVIDED FOR REINFORCEMENT: HAVE NO I I a.) STEEL ROOF DECKING SHALL BE CONTINUOUS OVER 3 OR MORE SUPPORTS. PAINTED SURFACES, ALSO, STEEL EMBEDDED IN CONCRETE X ,,hh V J 5 b.) UNLESS INDICATED OTHERWISE, FASTENING OF ROOF DECK UNITS TO 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3" L. INSPECT THAT METAL DECK IS WELDED AS CALLED FOR 5 I - SUPPORTS SHALL BE MADE BY 5/8 INCH DIAMETER FUSION WELDS WITH A 2. CONCRETE EXPOSED TO EARTH OR WEATHER; " ON DRAWINGS X _ LL-- a - 7p-O$# MAXIMUM SPACING AS FOLLOWS: a.) #6 THROUGH #18 BARS_........... .................................i.........2 � i. END LAPS, ENDS TERMINATING AT SUPPORTS AND AT DECK b.) #5 BAR, W31 OR D31 WIRE AND SMALLER.............................1 1/2" M. INSPECT THAT PROPER BEARING IS PROVIDED FOR JOISTS CONTINUOUS OVER SUPPORTS - 12 INCHES ON CENTER MAXIMUM 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: AND BEAMS ON STEEL OR CONCRETE X w SPACING. a.) SLABS, WALLS AND JOISTS, #11 BARS AND SMALLER..............3/4" N. INSPECTION OF STEEL FRAME JOINT DETAILS FOR POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ii. WELDS AT SIDE SUPPORTS - 12 INCHES ON CENTER MAXIMUM b.) BEAMS AND COLUMNS, PRIMARY REINFORCING, TIES, COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X SPACING. STIRRUPS AND SPIRALS..........................................................1 1/2" MEMBER LOCATIONS LOCATION ON BUILDING POS, PRESSURE POS. PRESSURE POS, PRESSURE POS. PRESSURE iii. ALONG THE DECK PERIMETER, WITHIN A DISTANCE OF 9 FEET OF M. REINFORCING, STRUCTURAL STEEL, BAR JOIST, COLD FORMED METAL FRAMING AND APPLICATION OF JOINT DETAILS AT EACH CONNECTION < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. THE EXTERIOR WALLS, ALL WELD SPACING SHALL BE REDUCED TO 6 METAL DECK SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE FIELD AREA 4 34.3 PSF 32,7 PSF 30.7 PSF 29.2 PSF INCHES ON CENTER, MAXIMUM SPACING. CONTRACT DOCUMENTS, AND ANY COMMENT SHOWN IS SUBJECT TO THE REQUIREMENTS 0. VERIFY REQUIRED CAMBER OF BEAMS X ' iv, SIDE SEAMS SHALL BE WELDED OR SCREW FASTENED WITH N0. 10 OF THE CONTRACT DOCUMENTS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER CORNER AREA 5 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF SHEET METAL SCREWS AT 24 INCHES ON CENTER, DOES NOT RELIEVE THE CONTRACTOR OF THE REPONSIBILITY TO REVIEW AND CHECK F, COLD FORMED METAL FRAMING THE SHOP DRAWINGS BEFORE SUBMITTAL. THE CONTRACTOR H P SHALL BE RESPONSIBLE 1. COLD FORMED METAL FRAMING FOR STUDS SHALL BE "CSJ" TYPE, WITH 1 5/8 FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS, THE 3. CONCRETE VERIFICATION AND INSPECTION INCH VIDE FLANGES AND 1/2 INCH MINIMUM FLANGE RETURNS. RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, COORDINATION AND COMPLIANCE A. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X NEGATIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS 2. DESIGN OF COLD FORMED METAL FRAMING MEMBERS AND CONNECTIONS IS THE WITH THE CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR. REPRODUCTION SOLE RESPONSIBILITY OF THE CONTRACTOR, SHOW SIZE, GAGE DESIGNATION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. ELECTRONIC B. VERIFYING USE OF REQUIRED DESIGN MIX X LOCATION ON BUILDING NEG. PRESSURE NEG. PRESSURE NEG, PRESSURE NEG. PRESSURE AND SPACING OF MEMBERS AND ALL CONNECTIONS IN SHOP DRAWINGS, SEALED DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF C. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT, BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. INDICATE STRUCTURAL DARWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. AIR CONTENT AND DETERMINING THE TEMPERATURE OF FIELD AREA 4 37,1 PSF 35.6 PSF 33.6 PSF 32.1 PSF SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND N. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS DETAILS REQUIRED FOR PROPER INSTALLATION. FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED FOR STRENGTH TESTS METAL STUDS SHALL BE 18 GAGE MINIMUM AND CONFORM TO SSMA STANDARDS. ON THE PLANS. X CORNER AREA Q 45.7 PSF 42,6 PSF 38.6 PSF 35.6 PSF 3, STUDS SHALL HAVE A YIELD STRENGTH OF 50 KSI FOR 12, 14 AND 16 GAGE 0. THE CONTRACTOR SHALL COORDINATE WITH THE QUALIFIED TESTING AGENCY, D. INSPECTION OF CONCRETE PLACEMENT FOR PROPER AND 33 KSI FOR 18 GAGE STUDS. BRIDGING AND CONSTRUCTION DETAILS RETAINED BY THE OWNER, TO INSPECT AND TEST THE FOLLOWING AS PART OF APPLICATION TECHNIQUES X SHALL BE IN ACCORDANCE WITH SSMA TYPICAL DETAILS. THE SPECIAL INSPECTION PROGRAM: E. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING is WIND UPLIFT PRESSURES 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT 1. SOILS AND FOUNDATIONS (n TEMPERATURE AND TECHNIQUES X g 1 j DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE 2. CONCRETE, INCLUDING MIX DESIGNS W � o� ZONE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT 3. STRUCTURAL STEEL F, VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE THE CONTRACTOR 4. COLD-FORMED METAL FRAMING REMOVAL OF SHORES AND FORMS AS APPLICABLE. X Z 0 37.4 PSF 36.5 PSF 35.2 PSF 34.3 PSF OF FULL RESPONSIBILITY FOR THE DESIGN OF THE COLD FORMED METAL 5. MASONRY CONSTRUCTION STRUCTURAL MEMBERS AND THEIR CONNECTIONS, P. IN PRODUCING THESE DRAWINGS, BROWDER + LEGUIZAMON AND ASSOCIATES, INC. w Q Z 5. COLD FORMED STEEL DESIGN FABRICATION AND ERECTION HAS ASSUMED THAT THE ARCHITECT ...� 0 0 62.8 PSF 56.1 PSF 47.3 PSF 40.6 PSF " C 0 SHALL BE IN CH TECT AND THE OWNER OR THE CONTRACTOR AND THE 0 Q ACCORDANCE WITH AISI SPECIFICATION FOR DESIGN OF COLD FORMED OWNER HAVE PERFORMED SUFFICIENT LEGAL INVESTIGATIONS TO VERIFY THAT THE 4. COLD-FORMED STEEL FRAMING �- > * 3� 94.5 PSF 78.3 PSF 56.8 PSF 40.6 PSF STEEL STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN CONSTRUCTION DESCRIBED IN THESE DRAWINGS WILL NOT VIOLATE ANY EXISTING A. INSPECT SIZE AND SPACING OF MEMBERS X W 0 � si t SPECIFICATION FOR COLD FORMED STEEL STRUCTURAL MEMBERS". LEGAL EASEMENTS, COVENANTS, ETC., WITH REGARD TO. B. INSPECT FASTENING OPERATIONS OF LU a III. FOUNDATIONS 6. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMODATE VERTICAL 1. LEGAL BOUNDARY OR BOUNDARIES OF THE REAL ESTATE THAT THIS PROJECT IS ELEMENTS X Q CL A. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500 DISPLACEMENT OF THE PRIMARY STRUCTURE. TO BE CONSTRUCTED ON OR LEGAL BOUNDARY OR BOUNDARIES OF ADJACENT REAL C. INSPECT SCREW FASTENING, BOLTING, ANCHORING AND W Q Z $ PSF IN ACCORDANCE WITH RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 7. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED ESTATE. OTHER FASTENING OF COMPONENTS X I j p p a �' EXPLORATION BY UNITED CONSULTING, DATED MARCH 16, 2006. PRIOR TO IN SSMA TECHNICAL NOTE N0. 1, PUBLISHED JANUARY, 2001. 2. LEGAL BOUNDARIES GOVERNED BY THE BUILDING CODES THAT LIMIT LATERAL CC U U a lb PLACEMENT OF REINFORCING STEEL AND CONCRETE, THE UPPER 12 INCHES OF 8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION. THE BOTTOM OF THE FOOTING EXCAVATION SHALL BE COMPACTED TO MINIMUM STANDARD CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION, 3. LEGAL BOUNDARY OR BOUNDARIES GOVERNED BY BUILDING CODES THAT LIMIT 95% OF THE MATERIAL'S MODIFIED PROCTER MAXIMUM DRY DENSITY. ALL G. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL DEPTH BELOW GRADE AND/OR HEIGHT ABOVE GRADE (INCLUDING AIR RIGHTS) *} FOR MOMENT FRAME COLUMNS AND BRACED FRAME COLUMNS RECOMMENDATIONS OF THE REFERENCED SUBSURFACE INVESTIGATION SHALL BE STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL OF CONSTRUCTION, FOLLOWED. FRAMING OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH 4. CONNECTION OF PROPOSED CONSTRUCTION TO ANY ADJACENT EXISTING z B. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN SYSTEMS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY OTHERS AS REQUIRED CONSTRUCTION THAT IS BESIDE, BELOW OR ABOVE PROPOSED CONSTRUCTION. NOTE: REPORTS OF INSPECTIONS, VERIFICATIONS, AND/OR TESTINGS SHALL BE O 5'-0" OF THE BUILDING LIMIT SHALL BE COMPACTED TO 957o OF THE MODIFIED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. BROWDER + LEGUIZAMON AND ASSOCIATES, INC. REQUIRES THAT IF ANY OF THESE SUBMITTED EVERY TWO WEEKS OR LESS AS REQUIRED TO ALLOW FOR TIMELY PROCTER MAXIMUM DRY DENSITY. THE UPPER 12 INCHES SHALL BE COMPACTED H. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. ASSUMPTIONS ARE NOT TRUE, THAT EITHER THE OWNER, ARCHITECT OR CONTRACTOR REVIEW AND FIELD MODIFICATIONS IF ANY ARE REQUIRED. TO 98% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO SHALL NOTIFY NTH CONS + LEGUIZAMON AND ASSOCIATES, INC. PRIOR TO z WITH C. ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE INSPECTED BY A USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. PROCEEDING CONSTRUCTION. NON-DESTRUCTIVE TESTING QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE REQUIRED BEARING CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. Q. SHOP DRAWING SCOPE CAPACITY AND/OR COMPACTION IS AVAILABLE. IF ANY PORTION OF THE FOOTING HOLES SHALL BE DRILLED AND CLEANED AS PER THE MANUFACTURER'S INSTALLATION 1. PREPARATION OF REQUIRED SHOP DRAWINGS, M 2. CHECKING OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR PRIOR TO NONDESTRUCTIVE TESTING OF ALL WELDS IN THE MOMENT FRAME N OR SLAB ON GRADE IS FOUND TO OCCUR IN AN UNSTABLE OR UNSUITABLE SOIL, INSTRUCTIONS AT NOT LESS THAN THE MINIMUM EDGE DISTANCES AND/OR SPACINGS SUBMITTAL TO THE MEMBERS IS REQUIRED AS FOLLOWS: N THE ENGINEER SHALL BE NOTIFIED. /E, WITH PROPER SHOP DRAWING STAMP AFFIXED. 0 M INDICATED IN THE MANUFACTURERS LITERATURE. UNLESS SPECIFIED OTHERWISE, 3. SUBMITTAL TO THE A/E FOR REVIEW, ALLOWING A MINIMUM OF FIVE (5) A, GROOVE WELDS SHALL BE TESTED ONE HUNDRED PERCENT BY J ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM IV. MATERIALS EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER. FULL WORKING DAYS IN THE ENGINEERS OFFICE FOR THIS REVIEW. LARGE EITHER THE RADIOGRAPHIC OR ULTRASONIC TESTING. W LL A. CONCRETE SUBMITTALS WILL REQUIRE MORE THAN FIVE (5) DAYS. B. ALL FILLET WELDS SHALL BE INSPECTED BY VISUAL MEANS. U 1. CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE NORMAL WEIGHT, WITH A V. MISCELLANEOUS 4. REVISION TO SHOP DRAWINGS, AS NECESSARY, FOLLOWING A/E REVIEW, SEE C. RADIOGRAPHIC TESTING SHALL BE IN ACCORDANCE WITH AWS MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c= 3,000 PSI. THE PROPOSED A. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE GENERAL NOTES FOR ADDITIONAL INFORMATION. U w MATERIALS AND CONCRETE MIX DESIGN SHALL BE DOCUMENTED AND REVIEWED (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT 5. RECHECKING OF REVISED SHOP DRAWINGS BY THE GENERAL CONTRACTOR. D1.1-96, PART E. o0 BY THE OWNER'S TESTING LABORATORY. IT IS THE CONTRACTOR'S DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES 6. RESUBMITTAL TO THE A/E, IF INDICATED ON THE ARCHITECT OR ENGINEER D. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS !_ RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH, RESULTS SHOP DRAWING STAMP. O ,Q Z OF THE OWNER, CONTRACTOR, ENGINEER, SUPPLIER OR ANY OF THEIR CONSULTANTS, D1.1-96, PART F. Q OF CONCRETE TESTING SHALL BE AVAILABLE AT THE SITE. AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS, NOR 7. REVIEW OF SHOP DRAWING SUBMITTALS SHALL NOT BE CONSTRUED AS W n/ 2. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD ANY AUTHORIZING ANY CHANGE IN THE CONTRACT SUM OR CONTRACT TIME. ANY IS NOT PERMITTED. COST FOR RE-DETAILING DUE TO SHOP DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE DRAWING REVIEW COMMENTS SHALL BE W 3. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE CONCRETE SLAB ORBORNE BY THE CONTRACTOR. U- WALL THICKNESS WITHIN THE SLAB OR WALL, UNLESS SPECIFICALLY INDICATED OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES 0 0 � ON THE STRUCTURAL DRAWINGS. CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. B. THE CONSTRUCTION DOCUMENTS CONSIST OF THE ENTIRE SET OF DRAWINGS AND w = m PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION OF F- V W V-� uo v 4. SEE MECHANICAL, SPECIFICATIONS OF ALL DISCIPLINES. STRUCTURAL CONTRACT DOCUMENTS 0 Z � © o SLEEVES, ACCESSORIES, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND J Q U MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED SPECIFICATIONS) BUT DO NOT INCLUDE SHOP DRAWINGS VENDOR DRAWINGS OR ► + IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES, SLOPES AND SLAB MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR, n m DEPRESSIONS. T w Q w m 5. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS. C. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. w Z ccs � 6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED T0, HONEY- WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST S COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REQUIREMENT SHALL GOVERN, a REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL D. IT IS EXPECTED THAT THE GENERAL CONTRACTOR BE EXPERIENCED IN THE TYPE ENGINEER. CONSTRUCTION REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE B. BAR REINFORCING STEEL GRADE 60. PLUMBING AND CIVIL DOCUMENTS PRIOR TO ORDERING AND/OR FABRICATION OF ANY THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, 1. ALL BAR REINFORCING STEEL IN CONCRETE SHALL CONFORM TO ASTM A615, 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE MATERIALS AND/OR THE CONSTRUCTION OF ANY ELEMENT. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR AND END LAPS OF 8". PROVIDE IN FLAT SHEETS (ROLLS NOT PERMITTED). DIMENSIONS NOT SHOWN ON THE STRUCTURALN DRAWINGS,WIGS, SEE THE ARCHITECTURAL ' DRAWINGS. E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. 2 20% c h 2„ EQ. EQ. 2„ ANCHOR BOLTS HSS5x5 WIND POST FOOTING SCHEDULE - ,- » -t'-8" "' -- -- g ' 1 s 40 4'-0"x4'-0"x1'-0" w/5-#5 EX, B.F. 1 r ——__— c BASE PLATE W/(2)-4"�x6" w HEADED STUD ANCHORS. his 50 5-0 x5 -0 x1 -6 w/6-#5 E.W., B.F. I I S-6 0 � � W.W.F. � °° EL. 0'-0" 3" 70 O60 6'-0"x6'-0"x2'-0" W/7-#6 EX, B.F. I I 3" I / -_ - N wit - - I -L - - - COLUMN 70 7'-0'►x7,_0"x2'_6„ w/8-#7 E.W., B.F. :� X X X X •� � EDGE OF SLAB (TYP.) N 2 O CORRIDOR q r $0 8,_o,,x8,_o„x3'_0„ w/9-#8 EX, B.F. i i t MEN I I I COR RI I I I I I I N TYP. O -- II 124 II 126 I �' Q LL -- - COLUMN z 80 8'-0"x8'-0''x3'-6" w/10-#8 Ex, B.F. — I 123 i I T-4 -F- o '- z T.S. COLUMN SEE I { I ----- -- 79 ---� -- t-- PLAN FOR SIZE 1'-0» I TO R A E I I { I �� (2)-#4 CONT. v F- -1 -s 1 129 L-- -�' CONTROL JOINT (C.J.) TYP. SECTION_ _ K00I r ----i �° r I �'ob' MEN 1 I I I 1 8 - ---- - -- ------ I H 1'-0» � I I C J 2 SCALE: �4 = r- -c CORRI OBJEJ 4 i : .::� ±.•,• .'r:>... y, 125 L ' POUR SLAB BEFORE POURING �► :: , • ,.�:, :,'�:� T 1 ISOLATION JOINT (TYP.) I �' y ASH VA T ' : i ° I - DIAMOND SHAPE CONT. AROUND Z �- ., �-- 1 II SERVER/EL C. OFFICE I HSS5x5 COL. ul_ COLUMN. PAINT EDGES OF SLAB 0 'ONI 127 128 D CL COLUMN = FOOTING WITH BOND BREAKIN „ » » »G CURING xs x12 w 2 -4 �x6/I 1 1 - - AGENT BEFORE PLACING HEADED STUD ANCHORS. Xis I ►, (2)-#4x3'-o” 0 3" O.C. i 1�4 CONCRETE IN DIAMOND. WWF _ p,. o " 81-4 ,. .r _ I I N „ ., (3) #3 TIES L1.1 z 65� y' a _p AT MID DEPTH OF INTERNET CAFE ; 1 THICK BASE PLATE EL. 0-0 .ter SLAB. (TYP. 0 ALL 5 I I RE-E'N4d`p{��►rT1I��tNERS.) 114 r---T T_� w/(4)-4"0 A.B.'s, PROVIDE I I INTERIOR ISOLATION JOINT x x x ��/ z B - LA: I 1 " I I I 4 " PROJECTION ABOVE I I AND SLAB ON GRADE /��/��� o co ' -1 -0 i 3'�) I � I { - � U o _6 :* S.D. BO E -- --- -, I I T/FTG. AND 9 MIN. { I / / /, ((2) #4 CONT. EMBEDMENT INTO FTG. I I ISOLATION JOINT \// \ I w 'I ' I CLOS N { I (SMOOTH VERT. SURFACE) \ J z ro 1 .:.':.;. .,.....,; � ;,:...;:::. I I - �-' r CHI DREN'S AREA 113 - �. x x { II ER m W , t:, ::;;, ti , i x x VAPOR BARRIER w 80 26 -1 -6 I - i _ I f I ill �� I i oQ 1,_2„ 1 s �, f � \ \ SEE PLAN FOR SEE PLAN FOR FTG. _ N 1 {{ I{ 1 T/FTG. ELEV. SIZE & REINF, w V a �' , � {I {{ 1/ GROUT PAD (,4)-#6 0 COL. 0 Q , i �ORKROO TELLERS I i I I I i r , , 3 SECTION I I I I I I f, z 0 i I F J Iso " �' I " I I 3" MIN, CONC. COVER S-2 SCALE: -" = 1'-0" J O I I I I FOR A.B. s & BASE IE f — 160 I I�;- DRIVEI•UP TELLS /�� ,��` `I 1 _ o \ I --- 117 /�� I - w D J I i (2)-#4x -0 0 3" T \ �� // ( SIM. I MID-DEPTH OF SL j�J� // / CJ CJ i I I i I CJ o I � , ►► I I ;4'- „ ��i AREA ; I t -2 IFI- 108 i -1'-a" 3 CL. SEE FOUNDATION PLAN, I I ICK SLAB TO I W.W.F. - --, FCR I HT FOR SIZE AND REINFORCING � ___ EL. 0'-0" R JORY - #4 11 0 12" .W., B.F. COFFE --_ '-- ' S0 SECTION x x x x ,,:,/�./ 0 I 4 NIGHT EP. I I F „ - 110 I I _1►_$» S-2 SCALE: 3/4 = 1 -0 lclo COIN ' 10 I COUNT R - I N S CJ CJ CJ LOB cJ I I I •---- - -- - o i DR VE P L E E REST _10,( ---- I-- - ---i 140 5 „ , ,► 1►-0» I 1 I — L 6 8 1 _0 '_ " (2)-#4 CONT. • 8 1 0 6 I _ I ORAGE 102 ]-- I I VAULT WALLS AND TOP & BTM A I - ; 106 II // So � � . SLB 6 O 4 SECTION i I // .� TO BE REINFORCED WITH 2 LAYERS OF g 10'-5" ' 3„ / I 2 EXPANDED METAL TO BE PLACED IN �: — SCALE: = 1 - w C2 I - 5'� _ Y 0 SMOOTH ROD S 2 Y 0 z I F.S.O #2 ° ACCORDANCE W RECOMMENDATIONS OF " I F.s.o #1 o II I � / � 24 O.C. � I ' A A 144 103 II SUPPLIER. PROVIDE A CLASS 1 RATING. , I I M N GE [� I (GREASE END IN O Q z ° i t 6 LATER POUR � 4 SLAB 0 IL. PLAS C i I VAULT WALLS > U � VAPOR BA RI N 4 I ( & BTM. SLAB 6„ 6 x6,1-10/10 0 0 �. 4 r —El— - 4-#5 T.F. (TYP.) I i I GRANUL DE. I I W.W.F. LU W o I — — ----- -- --- --I - o. w € I_ REINF, x6 1. xi1.4 . ' I I I � . � JLLJaz w00 C ---- --1--------------- ---- ------------ -- I - LI 1 60 � II aI L--------- ----- ----- - 00 N I I I Q I \� ` I ---- -- - - - - - - - - �- J I ) #4 CONT. SIM. �\`0 6 (TYP. , 3' I3" �f 140 VAPOR 7 o x22 o x2 6 TG. -1,-8„ L -_.j 2 L-- -' I i BARRIER 0 1 8 2 4 W/#5 0 12 E.W., E.F. I I 3 _ Z » > » > » 5 SECTION A 4-0 x8-0 x1 -6 FTG. Z) 10" W/#5 0 12" EX, E.F. 1'_5" 111'► „ — „ S—2 SCALE. 3/4 1 0 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" M N COLUMN = FOOTING- 0 M 68'-4" Lu 1/4 u_ EXTRA REINF. (SEE PLAN) v 8 3 1"x10"x1'-6" BASE � Ijl W.W.F. 6"x6"-10 10 U w 3 III / co W/(4)-1"0 A307 A.B.'S II J SLAB & FOUNDATION PLAN ELEV. —0'-0" Z O z X x Q LL. Q ifs"-1'-0" `6)-#4' � LL CONNT. I ISI I z v a TOP OF SLAB ON GRADE DATUM ELEVATION = +0'-0" (10)-#4, CONT. W.W.F. 6"x6"-10/10 � x III X O � W o - INDICATES TOP OF FOOTING ELEVATION ELEV. -0 -0' Ijl I o O 0 m X_ x x x x r / / / I4 \\ � _ \�/�/r ELEV. -1'-6" o Z - �o I u_ �" z X I (1)-HEAVY HEX II j II .� o 9 6"x6" - 10/10 W.W.F. , , „ „ - , \ \ �. NUT PER A.B. ---lb j A 1 2 GROUT PAD � Q D SLAB ON 1 6 x 6 10/10 W.W.F. ��/j\ ��/� ELEV. -1'-6" W o r 1 D/2 0.2 D 1/8 R EA. SIDE GRADE 1/ CL. 1/8)) x 1" SAWCUT R IP IN ��� \' \ 11 ., cn z °° S CU O Z JOINT �I g 1 2 CL. 1: 3 SLOPE NOTES: X X x X X X X X X 6 SECTION 1. C.J. ON PLAN INDICATES JOINT IN S_2 SCALE: 3/4" = 1'-0" 4 GRANULAR / / �i�� 4 GRANULAR i / i /tel SLAB ON GRADE. 6 -0 (x6 -0 ) (` )=#6 , "� VAPOR BARRIER " '�������/����/� VAPOR BARRIER 3" CL. " , FILL FILL CN 2. CONSTRUCTION JOINTS MAY BE `EWwg' ' SECTION \, PROVIDED IN LIEU OF CONTROL JOINTS. � TYPICAL CONSTRUCTION JOINT DETAIL TYPICAL CONTROL JOINT DETAIL- » _ �' ' o0 S-2 SCALE. 3/4 1 0 0 U) Def; ; CV b � CCU II II CL > > I W R W it '- LLI W 00 m . I 11 m rn tis N - tis N `ss HSS5x5xY S-6 HSS5x5xY ss II +s BRACE BRACE +s _ _ > N c r 7 V a. 7-1: I CORRIDOR I OUNG _ ��, I I N MEN 1 11 124 11 1 2 6 I tis I M F1_2 3 II - - - - - M IIIIIIIIIF Ale- �- c 0 0 TORA E ao ,1 _ 450 LB. J HSS5x5xY DIAG. �N A312 9 BRACE I - - s+ s 22. HVJI / I COR IDO LANGE -FF ASK a/ 24KSP - Q - - - - - - E Cr- - - - I=I - - 3 - 119 C O �- 16� IuB. " DEEP, 18 GAL 12 7 U x METAL F DEC ° Y 128 D (� 1 1 3 N S-6 I- - - - - �- HSS5x5xY BRAE I TERNET CAFE �i: INTERNET CAFE zLL • BRACE 8 8 114 N '�'• F T ' �: WAITI _ 114 15o I WAITING 0 0 � r� B � + y N 4 J ys 12 0 HSS 3x 3xY KNEE BRACE, y I � �`� � O S-6 `rs' 120 N T. TYP, TO LOW BEAM ��h MOMENT CONNECTION w S.D. BOXE I G ,Z`� I S (SEE SECTION 10/S-4) �`� Q - - - - - - - - - - - - - - Oc'� 00 ( W18x35 - - I _J Z 8 N — N K • 0 O s+ W18X60 N 10 `'� Q f.y s \ CL x �O .y ( 1 CLO �� O Q W W CHILDREN'S AREA CHI DREN'S AREA 113 m rY 0 112 J 1 i - - - - 112 - - - - z v � ( - - - - - -11-x- - - - - - - - I w x I I-. _1_ 71 \ I � � I (- - ___ 1 � I � � C� _ � dC y HSS x5xy 1 I -- - I 1 L_ _I_ �I I / I ( I W 0 PARA ET L_ _ _ _ll 1 l 1 I I ^I IQ o N+-Z I N -16 goo s� POST UP �ORKRO I I I ( i �, ORKRO I I I ( _ - - - - - - - - _ I _ - a <TELLERS I 1 --FELL-QRS- - -I - - _I_ ( �' _4 sr 16x26 I I ( I HSS 3x 3xY p I I H J ( H , �+ C8x11 LO BRACE �, � - J I 1 (� J I IILL W16x 6 HI 1 1 1 I III FLANGE OF BEAM I _ F i i �-- -� DRIVE-UP ELLE 8 W � IL I 117 I U I U ILO \ // x1�72 AITING \ `����/ - - - - - - - - - AITING - - - - I - - I I o 2 -� � ///�� 111 ( � N I I I U I I + 11►_0,► \N M \\\,/i / AREA I N 3 "„DP/18 GA. GALV. AREA I I �/ I �M�TAL ROOF DECK ( ��° QO • 1}� DEE 18 GA. G LV. I I�-� - � II- - - - - - x / 108 1 9 I � � - - - - _ 108 - - - - - - - - - - - •�`'' 9 ME AL OOF DECK �' - - - - I I I I x > 3 � — `° I ' J 3 W II y r ysss Ik �` ss O`' co +s 7 I w Q cn I � , I W COFFE �'° _ w18x35 COFFE ► �° I II I IGHT � W18x35 F F II ' 110 0 o W J - - - - - -ii 3 110 y v II �. 9 �? W w BRACE C 0 I N _4 AHU-2 12 sss I �, sss -4 I ( +hLO I -� I I COUNT R 8 -- -4 + w I NT R > +s coh _ o BTM. + Lu .� I c� v ' ' �- FLANGE ix SI -4 w( -4 L 0 I DR L NE E m ^, E � 10 4 = I I - - - - - � - - - - MOMENT o� _ 18K5 _ --� R R E E T E _4 ( co I 12K1 J4 c,�5 CONNECTION X N 0RAGE 102 ��,`'� // OPP. HAND 102 (TYP.) to �, 106 I ( 11 // I // I !p Q t - I 3 I I 2 / 12K1 O 0 3 I I 13 II 7' C8x11.5 _4 5 �/ - - - - - - W o� '� - _4 Z � I - - - - - - - - - - - / c, - P o � ..� 13 E SP, I - - Qo 0 1 DEE 18 GA. y p fi Q F•S.0 #2 F•S, F.S.O #2 FTS. #1 I I I 0 1 � I I I GALV. METAL � O Z � o Q 10 4 a 1 10 4 1 Q 3 ROOF DECK I � Z I I M N E 0 � 03 I 1 0 0(9 �e 0 J 0 �, s I 1 I I 1 10 I I I 04 LL F- 113 Q > v �� I I = A 11 _10:11 I I W0 � o• o .� U 0 +LO ti �- - - - - � 1 I I Y CU_1 1 5 �i fn CL I O 1 J VESTIBULE I N VES ULE L Q a r: 15 ON ROOF -4 - W a 167 LB _4 ss, ( oxo ) I I I - Q Z o s ao I I - - W16x 6 LO U 1 � � � U U } ►_ » W21 x50 HI HSS8x6x LO I I I 14 r x HSS3x W1 a F7129 LB. e BRACE 16 L7-w-ssmixy, - - - - - HSS5x5xY4 I A - - - - - -- - y I A x2 s � s s ss HSS5x5xY -4 � �`�+� I �' � ss+s BRACE II �� II X ,n I �`' w 6 'Opp J I w l 00 J R _ s W et N A I J N J I C' C8xi 1. N I I ``' o �' -4 m l z w uj I m cn N I � N -2„ 10►► c., �N 1,_5 -4 1 I 1 1►, 10" 1'-5" 1 i►► -� _4 I I M 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" 3'-1" 19'-10" 10'-2" 3'-11" 2'-2" 0 M - - - - - - - 68'_4„ 68P-4p' w J u/ LL L.L_ _ 12 11 10 9 7 6 5 4 2 1 9 7 6 5 4 2 1 U 8 3 8 3 U m LOW ROOF & CANOPY FRAMING PLAN HIGH ROOF FRAMING PLAN 0 Z LL Lu N 0 FL PLAN NOTES: z z L.L w o J J in J 1 - FOR ADDITIONAL DIMENSIONS AND INFORMATION SEE I- = m ARCHITECTURAL DRAWINGS. 0 0 0 w U 2 - SEE GENERAL NOTES FOR WELDING PATTERN OF METAL Z Z •� a J ROOF DECK. u � � 00 Q 3 - JOISTS ARE EQUALLY SPACED WITHIN BAYS U.N.O. 00 W SO 4 - *-- INDICATES MOMENT CONNECTION. SEE SECTIONS oo Z 3 & 4/S-5. L p 5 - STEEL BAR JOISTS SHALL BE BRACED BY HORIZONTAL AND/OR DIAGONAL BRIDGING, AS REQUIRED BY THE �R STEEL JOIST INSTITUTE, F ae•. IA 6 - J/B = JOIST BEARING. A3 � M 7 - SEE TYPICAL ROOF OPENING DETAILS C, D & E S-6 FOR FRAMING OF OPENINGS THRU ROOF. CONTRACTOR 'T �, o , TO SUPPLY STEEL FABRICATOR WITH EXACT DIMENSIONS Ire o AND LOCATIONS OF OPENINGS THRU ROOF. �► BOOS M � � N 'd 12 L 3x U, CON T. Is 3-12 a o c Tl_ HSS5x5 COL. E 1h* MTL. ROOF c 8 PLYWOOD ROOF DECK 5/ " i I O0 HSS COL. T/S EL, VARIES DECK T/S EL. VARIES " PLYWOOD ►► I I DECK " J�" BASE IE , UP TO 27'-8" T/S EL. g-8 �6 .;7 T/S EL. 9-8 HSS5x5 COL. , 4V14 ----------------------------- HSS5x5xY BETWEEN + I6 X6 COL'S, o + + HSS5x5 ►1 �" I I INFILL W/ 8" DEEP, 18 GUSSET R S C8 a CS EA. SIDE OF � GA, MTL, C-STUDS � 16" C) I O.C. (PARAPET ONLY) WEB AT COL, 4x4xY4 ANGLE L6x4x9(6xO'-4" (LLV) EA. SIDE c ' L3x3xY, CONT. ifs I I W/ ��6"x2" VERT. SLOTTED » 01 i I ,► 6 DEEP, 18 GA. " Tn'. C-JOISTS 2'-0" TYP 01 Xis 3'012 his HSS5x5 COL. HOLE FOR A 325 BOLT. s INFILL W 8 DEEP, 18 GA. 0� v I- / 1 MTL. ROOF i �67-- W1 i O.C. I I C-STUDS ® 16" O.C. T/S EL. 15'-6" A.F.F. DECK I W12 W16 W14 W16 J.B. EL. 24'-2Y" ` to 3 SIDES i i $ �O le"o 1 SECTION 46 EL. 20'-6" S-4 SCALE: Y4" = 1'-O" I I z 3 SECTION HSS5x5 O 12K U S -4 SCALE; = 1 -0" ' W14 C� 6" DEEP, 18 GA. c-STUDS 16" O.C. SECTION w Z 6 0 K0`2 SECTION I i U — S— SCALE: X" 1'-0" z S 4 SCALE: X - 1 -00 I I O co L 3x 3XY, CONT. O U w 444 ANGLE EL. 20,_6„ �..� : ^ o0 � 3'®12 „ T/S EL. 10'-11 tXs" A.F.F.6 � M w T/S EL. 15'-3'' A.F.F. W16 HSS5x5 Z W1 � / ,� 5 Z U a p w X � 6 � 4" DEEP, 14 GA. L3x3xY4, CONT. 11111111111111111111111 Jill 11111111111111111111111111111 �s 3 SIDES its HSS6x44Y W/Y x10 R CONT. C-STUDS 0 16" O.C. E W d� CAP R W/4--" _ C8x11.5 �6 � Q � `�TYP., EA. END ; A325 N BOLTS5 SECTION X6 , L3(V4, CONT. "x11" CONT. BOT/CHANNEL S-4 SCALE: " = 1'-0" , Y 0 R , ,► EL, 9'-0" A.F.F. 2-L3xVx0'-3" 6" DEEP, 18 -� LL " �i6 C5x9 ® 1fi O.C.DS � _ �8 GUSSET his (TYP-) 7 Y6 3„®12" 6'-5Y" w T/S EL. 12'-6" A.F,F. 6 Hss 3x 3xY4 ' SECTION I y"x10" CONT. P-" STIFFENERS ® BEAM HANGER i his 3"012" HSS5x5xY BETWEEN COL. ® PARAPET, S-4 SCALE: Y4" = 1'-0" ---------------HSS3x3xY TYP SEE 5/S-4, SIM. �6 T/S EL. 10'-11 116" A.F.F. JOIST W18 6 3"®12" 0 0 " GUSSET HANGER K 6" DEEP, 18 0 0 7}!" GA. C-STUDS W16 0 0 3x34Y ANGLE -,,, 16" O.C. , 0 �f s �6 3-12 L3xMc CONT, 10 1Y MTL. 10 W16ROOF DECK 10 - Y,6 3"x12" T/S EL. VARIES 10 i 6" DEEP, 16 GA. 12 SECTION C-STUDS 0 16" O.C. W18 „ » " 4 DEEP, 18 GA. C-STUDS � 16" O.C. _ HSS 3x3xY - SCALE: -0 TYP. EA. 1�_ " W14 Xi6 END to -g 0 , 1 �¢ N"X10' ► 1 " GUSSET, TYP. W °2 CO T. R L 1344, CON T. Z (6 p � 0 � SECTION " oz �i6 3't�12 � � - ------- ------- 101 1 X6 0 Q Z S 4 SCALE. Y4* - 1 -0 0 O Q O i0 p � V 10 LU .� 10 Qa. JOIST W14 ' ' J W1 Q Z o $ 8 HSS5x5 EL. 20'-6" ' I W 00 11 Y" STIFFENER 0 48" O.C. 6" DEEP, 18 GA. w U U a � L 3x 34, CONT. C-STUDS ® 16" O.C. 10 SECTION 11 s SECTION 9 SECTION SECTION L3XV, CONT. " z 6 MTL- 3"012" _ ►, - „ _ » S-4 SCALE: X" = 1'-0" S-4 SCALE: X" = 1'-o" i ROOF DECK S—4 SCALE: Y - 1 -0 S 4 SCALE: X - 1 0 O X6 — TT T/S EL. 15'-T A.F.F. i z D 4" DEEP, 14 GA. C B 4" DEEP, 18 A i M C-STUDS ® 16 O.C. N W16 � �� GA. C-STUDS � 6" DEEP, 18 GA. 0 16" O.C. Q M 6 DEEP, 18 GA. + _ L3kV, CONT. C-STUDS 0 16" O.C. `��I � � C-STUDS ® 16" O.C. - --- » q I+�� � + + + + I _ ++ y x11 CONT. R ,► L304, CONT. + �'�"' w + � 4 DEEP, 18 2 + GA. C-STUDS I I I 4" DEEP, UU + +is W16 JOIST W�s 3 ®12" hs /6 3"®12" 16" 0.C. r � 0 16" 0 ii I II � I I r r � I • • U T/S EL. 12'-0" A.F.F. I �� `� L3x34Y, ----------------------------- it r T/S - --------------------- ----------- ------ TA CONT. I ; '' ,' I VARIES I O0 Q Z � VARIES Y"x10" CONT. R i i ,' �� ��� �\ i I Lu H r�r , u) U Q W16 T/S EL. 10'-111X6 A.F.F. ; �� ``� Y4" STIFFENER ; r�% ; r " �� � ¢ tai 0 / C) > W12 \ \ IE 0 48" O.C. � �++', �s 3»®12 � _� � Lu O W18 JOIST ------ -- -- _ ______-_______ - " I I \\,�� + W21 = I ++ I_ _ _ _++ i W16 0 U U X6 i 6 DEEP, 16 GA. i i + i Q Z LL z C-STUDS ® 16 O.C. i i I I cl)z9 J C5 , , " HSS6x4xy, ; a O 4 m F-- " DEEP 18 I I 4 DEEP, 18 CONT. 0 �0 Q I I I I GA. C-STUDS ' GA. C-STUDS O -� U W o 6 ® 16" 0.C. ; ® 16" 0.C. o I cn Z co >, X16 L 3x 3xyx0-3", TYP. a 6 DEEP, 18 I 6" DEEP, 16 GA. C-STUDS I GA. C-STUDS ® 16 0.C. ® 16" O.C. HSS8x6x% C8x11.5 1'-0" i i C5x9 33�� ,5 SIDES TV. 6 13 SECTION SECTION15 SECTION 16 SECTION F14 CD » S— " C) �O 4 SCALE: t 1!-0 o SCALE: » - 1,-o» 4 SCALE: -O" 4 SCALE: 1 -0" M co b o � V v c .a 6" DEEP, 16 3x3xY4 CONT. HSS COL. HSS COL. < GA. C-STUDS BENT I� TYP. L5x5x x0'-3Y4" opo ® 16" O.C. I 4" DEEP, 18 GA. ; I C-STUDS @ 16 O.C. Y4 Y4" SHEAR HSS BEAM, TYP. his ; Q SEE PLAN01- W.W.F. #4, CONT. � � • SEE GENERAL �i6 3"012' i TYP le NOTE V.I. FOR x x x x x x Y4" CONT. FE ; ; JOIST, SEE i . BOLTS 346I I PLAN (TYP.) Z GUSSET W/L 3x 3x Y4, CONT. ' BEAM, SEE PLAN " /01 X '� _ Y4 AT BRACE I I 00 L2x2xY4 BRACE ' \ Y4 I L5x5x%xO'-53/4" TYP SEE PLAN FOR c EACH END 6 BEAMS AND JOISTS $ .� t0 (2)-#4 CONT. 1'-0" � TYP. BEAM, SEE PLAN, TYP. TYP. WIDE FLG. BEAM TO HSS TYP. HSS BEAM TO HSS 4 COL. MOMENT CONN. COL. MOMENT CONN. U 1 SECTION (0`2 SECTION 3 SECTION 4 SECTION 5 SECTION S—5 SCALE: % = 1 -0 SJ-5 SCALE: )4 = 1 -0 S—5 SCALE: �4 = 1 -0 S—r5 SCALE. �'4 = 1 -0 S 5 SCALE: %" O U � Z 0 � 2 3 4 2 3 4j z ro8 3x 3xYa BENT 3x 3xY4 BENT R_ m w I I Z U W6 SLOPE6 SLOPE w x I I ♦^ � (3 N ao T/S EL. 18'-2" A.F.F. I T/S EL. 18'-2" A.F.F. w of IQ 77Q AFF7 7 z 0 <.. I I I I I I C B A C B A (D —i LL I I W16 W16 I — -- 4" DEEP, 18 4" DEEP, 18 JOIST JOIST .7 6" DEEP, 18 GA. GA. C-STUDS 6" DEEP, 18 GA. GA. C-STUDS I ' w 77 I I I I C-STUDS @ 16" O.C. + @ 16" O.C. C-STUDS @ 16" O.C. ��+ @ 16" O.C. ' I I I � � I I ` I I i i 3�6 L6x4x6x0'-4" (LLV) EA. SIDE W/ 1X6» » ` L 3x 3xY4, CONT. I �� L 3x 3xYa, CONT. I , , x2 VERT. i I I I I I » I SLOTTED HOLE FOR Y4tD I •` \ I \\ \ I I I I A 325 BOLT. I I \ \\° T S ------------------------------------I \\ ` T S ° VARIES VARIES ' /�' �, I �I I 6 DEEP, 18 GA. C-STUDS @ 16" O.C. ------ - ----- --------- I I 6" DEEP 18 GA.6» DEEP, 18 GA.W21 W21 -------- " C-STUDS ® 16" O.C+ C-STUDS @ 16O.C. . 4" DEEP, 18 4" DEEP, 18 GA. C-STUDS GA. C-STUDS �/' I HSS8x6x HSS14x6xY SEE SECT. 4/S-5 FOR HSS - �¢ I ® 16 O.C. i @ 16 O.C. / I I HSS14x6xY4 CONNECTION TO WIND POST w 6" DEEP, 16 I 6" DEEP, 16 /,� ,�' W GA. C-STUDS I GA. C-STUDS -- ----------- --------------------------------- ---- ------------------------ - Z BSEL. 11►-0„ A.F.F. B SEL. I @ 16” O.C. I @ 16" O.C. / ++ --- -- ----- I ---- I -------------- ------------- I 11►-0„ A.F.F. I ---- I -- ----- I i>> O fi n � + �/' I I I I I I I wQ Z HSS8x6x 0w0 JR HSS6x6xY4 d fs 0 WIND POST w > U � L LU s SECTION � SECTION a og S-5 SCALE: �; = 1 -0 " S—rj SCALE: �'4 — , —o LU Q Z o 'b' s 'w U DU 0161 k s SECTION 9 SECTION S- 5 SCALE: 1'-0►► S-rj SCALE: -'4" = 1'-0" O z :DF_ Q c w 0 0 HSS5x5xY4 BETWEEN HSS5x5xY BETWEEN �- i 6 I COL'S. ' u. 3if6 COLS. J L 3x 3xY4, CONT. J J I I I L 3x 3xY4, CONT. J > z 1 "1 MTL. I 3yl 6 3'►@12' I O 1 1}�" M TL. I 1 Y ROOF DECK;:�. ROOF DECK Q NOTE: C-STUDS NOT cn J.B. EL. ____ _ _ _ _ _ SHOWN FOR CLARITY. w6 Q W SEE PLANHSS 3Y2x3YxY4 @ ENDS OF 0 x10"x10" W/(4)-Y2" PARTIAL HEIGHT WALLS o �163"01 " x6" HEADED STUD o W NOTE: C-STUDS NOTi ANCHORS @ 7" O.C. Q LL SHOWN FOR CLARITY. Y4"x13" CONT. R_ ,I cn Y4" STIFFENER I x x x x x x x a 0 FE @ 48" 0.C. o U Lu \ \ HSS5x5 COL. HSS5x5 COL. � //`//�///`�, �\\j�\�� � cn a 1►-6►► 3-#4 E.W. (x 1'-6») tit 1 o SECTION 11 SECTION 1z SECTION 2ib j Lo S-rj SCALE: " = 1'-0" S- rj SCALE: X" = V-0" S-5 SCALE; 3/4" — 1'_0" y O c O DSL. oLr) v M a 0 C .c 06 c 0 00 3 0 V (. c o u F— I to 0 11 8 L H 5 9 K M cn , B B B B S-6 S-6 -\L-6 S-6 z W12x22 W1426 W1422 W1426 0 U F- ull Lr) h k yss Lo L0 yS Lo � h �`rs o CL z s + s s + s W o �h fs N ��h +`5+L Lo (n ��"'h+ `S+`Sl W AOPP. q (n �``� +S v`�) A � f1 cn A OPP. A 1• A OPP, A `' A OPP. _ jr _ _ A = y `� = V S-6 S-6 HAND S-6 S-6 HAND S-6 S- HAND S-6 S-6 HAND Z T/SLAB = +0'-0" T/SLAB = +0'-0$' ):T/SLA'B .- +0'-0" T/SLAB = +0'-0" U , � w _ z 8 • 5 g m w , Koo'A ELEVATION /'oo' B ELEVATION c ELEVATION o ELEVATION Z Z � .4 SCALE. 1 8 = 1 0 - SCALE: 1 8 = 1 0 - SCALE: 1 8 = 1 -0 - SCALE; _ S-6 S 6 / S 6 / S 6 1/8 = 1 -0 o � N W Vd.. Q <v (DLL J Cn W rn A A OPENINGMECH. UNIT gAR JOIST METAL DECK LOAD LOCATION « , L4x4xYx0'-4" cl) oc « L 3x3xY Z m y6 o :s 's JTHICKa z °1 • COLUMN I I FPLATE O _ u- jV �°oI I I /// T.S. 00 --) sp 1 I I / / DIAGONAL BRACE HANGER W � � I I //// TYP• LOAD LOCATION Q a � g°� be 3l6 TYP. "a J Q Z 3 � 1/4 I ( / / 3 W co II DETAIL L 2x2xy MECH. UNIT LOCATION TO NEAREST L 2x2x� HANGER LOCATION TO NEAREST W.P. I W.P. 3 » _ BOTTOM CHORD PANEL POINT (ONE SIDE) TOP CHORD PANEL POINT (ONE SIDE) I 1/4 4®4" — — — — S—6 � — 1 —0 NOTE: TYPICAL EACH JOIST BENEATH MECH. UNIT. Z Tom• 1 4 � BEAM „ » , » a_ 1x9 x1 -6 BASE �� 5 „ 3 '_ �� E DETAIL I PLATE W/6-4 Ox6 /s GUSSET PLATE ERECTION L 6x4x/x0 6 z 1/4 HEADED STUD ANCHORS BEAM / ; / ; BOLT, TYP. T . 16 L 5x5x4 AT MECH, S-6 Y4 = 1'-0" �� �� �� \� UNIT CURB M ■ N // ,/ �� `� RTU PLAN NOTES Q cn 3 / � � HSS5x5 2x2 SEE �1.! � ' Tom. BRACE, TYP. L � _ _ 1/4 4®4 DET. E/S 6 16 TYP. 1. SEE DETAIL C/S 6 FOR DECK SUPPORT AT ROOF OPENINGS. (� 3 UW 2. SEE DETAIL D/S--6 FOR ANGLE SUPPORT BENEATH MECHANICAL UNIT CURB. 00 Ir A DETAIL /_B D ETAI L —� o Z S-6 %" = 1'-0" \2�6 3f" = 1'-0" o DETAIL 3. SEE DETAIL E/S-6 FOR JOIST STIFFENER AT MECHANICAL UNIT SUPPORT. U J w (� � S-6 f - if-off 4. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR MECHANICAL UNIT & J a: W o ROOF DECK OPENING LOCATIONS. p Q J o = m o V w V / z Z z Z c Q Z m Q v Q W p z ao t 2 2015V 0 0 ° co a '40 v 9 v a c Q O CD 00 C-0 (D � C C) c'-.; U U © m 0 91 c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - OC c� .� 0 0 It _ � a 9 Ca ° ■ __1 I...I . P2 I FP2 _. - '. I r___1 . - - - % . - - - - ­ ­­ - . __ I - = .: r-r". 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' `- - _ _ _ _ _-_._.. _�- _.;c.-_ ,: �: : 11 . ... .. y_t _4._ _ ._... __.. _ _ _ _ _ - : - : i .. -. t -_ _ __ .--- -.__ .. - tl - c r .- - - - . j -. .._.- ..-. ..:._.._�.::...__.. .-_... ........ .. ...: - _ . _- - A23 - I - - - - - - - - -- - - -- - -, r- z 2 � o : O = _ - ., . .,_ - - - - - - - -- -- . - - - -- --- -- - - - : . - :. = - _j r: : _ . . I .rtt .r­ -­r - - I !0: I t­ , .. = = _ - — — Z. v, �, _ :­ , % - .-totr .. : . - i :. rr- --- — : . I t i: ."no S L . ..' __ z _ _ . - - ­.: _. . . — j�/ t C - - t — - L r . . _. : .' i r — . __ ILL o ` _ . I t' _ __ . - i r- . a . - z -: . : _ - .. . i _... ... -.. .. ..... - .7 1 PROVIDE 1 4„ CONDUIT WITH PULL STRING c `°g : .:.= % _ - -- - 1 Z E„m - = I O Q a - cco - -- I FOR ATM COMMUNICATIONS. COORDINATE Q Z a I __ -= _ - - _ : = = - EXACT STUB LOCATIONS WITH SYSTEM PROVIDER ! a ;, _ _ - :, PRIOR TO ROUGH IN. J Q a $ . ­ .. I A2 - - w S . .. _ - Q - I - _ „ LL f- -c o 2 PROVIDE 1 1 4 CONDUIT WITH PULL STRING o 03 _ __ _ - _ == FOR ATM SECURITY. COORDINATE EXACT STUB O c$ a 4._-44-i - _ - LOCATIONS WITH SYSTEM PROVIDER PRIOR TO U) o$oh. - 3 - - �- c c ::;: _r. =-' 0 .. ROUGH IN. - . - - . _ - - - .; _- . - � r 3 I % 2 : __ _ :- __ %" 3 PROVIDE 1„ CONDIiIT WI Fi 416 AND 1#10 °> 'J a Z I =.t o 0 „ „ =U. _ o w00 �_ --- 1 t _ _ _ GROUND TO PAN :L A "OR ATM POWER. a w U 0 a j- X 1. = 1 i _- - - - COORDINATE EXAC t Ott UIREMENTS FOR POWER AND STUB LOCATIONS WITH SYSTEM PROVIDER igE _- - _ _ - --. _:: :. ...:_ ._ . PRIOR TO ROUGH IN I I I __ _- 4O PROVIDE 1„ CONDUIT WITH PULL STRING FOR .. .= :iTt: _ .- I : _ _ = ...._ . - I SIGN DATA. COORDINATE EXACT STUB LOCATIONS z I -- = I WITH SYSTEM PROVIDER AND DBC PROJECT :: : : . - MANA ER PRIOR TO ROUGH IN. -t: % - _ - _ - �:_ _ - `_, - -. - 0 1. . -I:: ... _. -..`__` }:- ~``` _ _- _” _ - _ RCUIT THRU LIGHTING CONTACTOR „LC-1„. i N __: r - o WIRE CI .:. - -:, r - 2 REFER TO DETAIL ON SHEET E21 ch : .._.. _ n . 1. i . z. . . I .I I I I - - - : :1, i , :,,. . . . 4 I =.: I r r - 6 PANELS r , - ;r-, '. ; : .:=y: �"� _:..... :.`.: _ LOCATION OF PANE N — _' :-- n__-__=1 :r_ _ 2 tY .,. P2 • : _ = 2 Y- { J - :.. - % % LOCATION OF TELEPHONE BACKBOARD r- ....z 4 _ _f -- t ".-' '•i . _-______ ....... ........"_.-----_--._...... __ __ - :_ ^ A 5 w _ . . 0 .---ti 1..____ . _ -_ :r ., = h,r ; `...' _,-- __, _` - ..:_._. ____:. J VNO!i __ Q = q. - L_J BUILDING MAIN DISCONNECT SWITCH P2 5 O8 LOCATION OF U I AND METER. LLI Q I __ _ -- _ : I 9 PROPOSED LOCATION OF BUILDING PAD MOUNTED 00 _ - _ - _ --_------ _-'T o UTILITY TRANSFORMER. U _- O H -- = - - REFER TO SHEET E51 FOR - - - - _ _ RAL, RE Q J - - - - - - - - - - - - - - ._..- _-_ - - - - - - - - - - - - - - - - - - - - - - -=- - - - - - - - - REQUIREMENTS. .__I 11 TELEPHONE CONDUITS, REFER TO DETAIL ON O Q -__ _ U- . -- - . - --- --- : _ ------.._....-_.._._. .__..__::. _. _: - - .. - _ - SHEET E01 FOR REQUIREMENTS , 01OLu 0 . .. . .. _. __. _.. _ :_ - DETAIL ON _-- CONDUITS, REFER TO U J _ - ___ _ - - - _ ..-- -_ _ SHEET E01 FOR REQ IREMENTS ap - _ - .... . , ,_ U Z �- W _....___:: ., . _ ... . - _.. _ - _ ..-_ _ 0 .- ==_:_ _-.-,-_ _ _._.___---___�._:__.:.--_-' --_. _ _...- _ _. ._ . . ._ _ - - . _ _. _ - -- ._._. .__ . -- - -.-_ .. ..._:_ - - - — _ - ... . . . , _ .. .. _ .. -_ _. _ . - - --- r O : > ., Z Z J . () 1: 9 ATLANTIC BLVD , �� I_ 1. Q R k, : I ._ 'c (7 m O ' I. I I 4) J Gp 3: 'a ui uj � 91 '.,. . - ____________ 106Q 0 v $ H Z � PERMIT ISSUED = CONSTRUCTION ISSUED - a � AN KAMM CONSULTING PROJECT#: 2005-1065 Z'33- � T E L � ('�:::��` r"fl T � N "U�� ffmo- L PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place ~'�°' N 0 R TH Jacksonville,FL 32216 CN m M Phone 904.285.2009 Fax 904.285.3009 11su www.kammconsulting.com • 0 Certification of Authonzation#8189 O o 09-14-06 s Robert L.Connors,P.E. Florida License#52824 date 00 M A 9 —P� signed a � atn — o -d v > L _ SCHEDULE OF BRANCH CIRCUIT PANEL "A" a MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT, WITH SUB FEED LUGS. 0�0 MOUNTING: SURFACE AIC SYMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE CKT TRIP COND. GND. WIRE DESCRIPTION KVA KVA KVA42 LIGHTS #12 #12 3 4 20 1 1.3 3.8 2 60 1" #10 AHU-1 = LIGHTS #12 #12 3 4 20 3 1.0 3.8 4 2 a LIGHTS 112 #12 3 4 20 5 0.5 1.8 6 30 3 4 #10 #10 CU-1 6 LIGHTS #12 #12 3/4" 20 7 0.5 1.8 8 2 LIGHTS #12 #12 3 4 20 9 1.2 4.3 10 60 1" #10 AHU-2 LIGHTS #12 #12 3/4- 20 11 1.3 4.3 12 2 LIGHTING EXTERIOR #12 #12 3/4- 20 13 0.8 3.2 14 60 1" #10 #6 CU-2 SER1/ER/E AL ROOM LIGHTING SIGNAGE #12 #12 3 4 20 15 0.6 3.2 16 2 m U LIGHTING, DRIVE THRU #12 #12 3 4 20 17 0.1 6.2 18 60 1" #1 AHU-3 SPARE - - - 20 19 - 6.2 20 2 t CONTROL ROAD SIGN 2#10 1#10 3/4- 20 21 0.1 3.2 22 60 1" #10 CU-3 " Y LIGHTING BLDG 2#10 1#10 3 4 20 23 0.3 3.2 24 2 I o LIGHTING ROAD SIGN 2#10 1#10 3/4- 20 25 1.0 4.3 26 60 1" #10 AHU-4o c LIGHTING, SITE 2#10 1#10 314-w- 2 27 1.4 4.3 28 2 2 29 14 3.2 30 60 1" #10 #6 CU-4 50) o `- m Orn Vo SPARE FOR ATM - - - 60 31 - 3.2 32 2 cfl 0o a T 33 - 0.8 34 20 3/4w #12 #12 CU RECEPTACLES UTILITY COMPANY 400A V PANEL PANEL 3 35 - - - - 36 20 _ _ _ SPARE ® 3P $ TVSS 4#10 1#10 3/4w 30 37 - - 38 20 - - - SPARE PAD MOUNTED �� 39 40 SPACE Z TRANSFORMER NEMA 3R S 3 41 - - 42 - - - - SPACE O 120/208V, 39b, 4W 400 17.9 18.2 14.9 KVA PER PHASE PANEL A U COORDINATE EXACT LOCATION AMP 8 7.2 9.6 9.2 KVA PER PHASE PANEL e WITH UTILITY COMPANY METER 25.1 27.8 24.1 TOTAL KVA PER PHASE 0 O BOND 10 208 233 200 AMPS PER PHASE �"- F- 77.0 TOTAL KVA 2 ( ) - NON-CONCURRENT LOAD W O U z to 74-500MCM & SCHEDULE OF BRANCH CIRCUIT PANEL "B" 00 N \ 1#3 IN 4" 0 w MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/120V, 30, 4 WIRE I-_ $ `Q co SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT J Z - - - MOUNTING: SURFACE AIC SYMM: 22,000 • �' GROUND A PHASE B PHASE C PHASEw g DESCRIPTION WIRE GND. COND. TRIP CKT. KVA KVA KVA CKT TRIP COND. GND. WIRE DESCRIPTION z RECEPTACLES fl2 #12 3/4w 20 1 0.5-F-1.0 2 20 3 4 #12 #12 COPIER z H M 4-500MCM 4-500MCM & APPLIANCE 12 12 3 4 20 3 1.0 0.8 4 20 3 4 12 2 RECEPTACLES �nn U ,g, IN 4" 1 1#3 IN 4" APPLIANCE #12 #12 3/4" 20 5 1 1.0 0.8 6 20 3/47 12 #12 1 RECEPTACLES V w X ;6 M REFRIGERATOR fl2 #12 3/4" 20 7 1 1.01 0.2 8 20 3/4w 12 #12 RECEPTACLES a RECEPTACLES #12 #12 3/4" 20 9 0.6 0.2 10 20 3 4 12 12 RECEPT. SECURITY L) dao 3 RECEPTACLES 12 12 3/4w 20 11 1.0 1.0 12 20 3 4 12 12 RECEPT. WATER COOLER w RECEPTACLES 12 12 3/4w 20 13 0.4 0.4 14 20 3 4 12 2#12 RECEPT. VESTIBULE ❑ Q a RECEPTACLES 12 12 3/4- 20 15 0.4 0.6 16 20 - - - SPARE RECEPTACLES 12 12 3/4- 20 17 0.4 0.6 18 20 3/4" 12 2#12 DRIVE THRU 1 4 1 6 RECEPTACLES 12 12 3 4 20 19 0.4 0.6 20 20 3 4 12 2#12 DRIVE THRU G G RECEPTACLES 12 12 3/4- 20 21 1.0 - 22 20 - - - SPARE J RECEPTACLES 12 12 3/4- 20 23 0.8 - 24 20 - - - SPARE _ G 5 RECEPTACLES 12 12 3/4- 20 25 0.8 - 26 20 - - - SPARE - �• RECEPTACLES 12 12 3/4w 20 27 0.8 - 28 20 - - - SPARE Cn X04 C/W RECEPTACLES 12 12 3 4 20 29 0.4 - 30 20 - - - SPARE Lu G G RECEPTACLES 12 12 3/4w 20 31 0.7 - 32 20 - - - SPARE RECEPTACLES 12 12 3/4- 20 33 1.0 - 34 20 - - - SPARE X\ 2 RECEPTACLES 12 12 3/4w 20 35 1.0 - 36 20 - - - SPARE 4 RECEPT., CASH MACH. 12 12 3 4 20 37 1.2 - 38 20 - - - SPARE G GARBAGE DISPOSAL 12 12 3/4- 20 39 1.0 2.2 40 0 374- 1#1 1 WATER HEATER 3 SPARE - - - 20 41 - 2.2 42 2 7.2 9.6 9.2 KVA PER PHASE 60 83 82 AMPS PER PHASE 26.0 TOTAL KVA 10'-0" ELECTRICAL RISER DIAGRAM, NOT TO SCALE g o � C KEY NOTES W C� Z C co g-E903 #1/0 GROUNDING ELECTRODE CONDUCTOR(D1 IN 3/4" SCHEDULE 40 PVC CONDUIT. j 0 Z .. 8 w O OEXOTHERMIC CONNECTION. ELECTRICALLY CON- O Qj.'� TINUOUS STEEL REINFORCING BAR (20FT MIN. o,-�o r LENGTH) IN BOTTOM OF BUILDING FOUNDATION ❑ Q =g $ IN DIRECT CONTACT WITH EARTH. W W at= a 3 (n 10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN Q a U) O GROUND ELECTRODE. _ W Q w ❑ O a •- 4 EXOTHERMIC CONNECTION. (TYPICAL) i V V a $ log OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) #1/0 BONDING JUMPER AROUND FIRST VALVE. Z �j TERMINATE CONDUITS IN EXACT MANNER ANDO � LOCATION AS REQUIRED BY UTILITY COMPANY. _ M LEAVE 10 FT SLACK CONDUCTOR PER CONDUCTOR M FOR EXTENSION AND CONNECTION FOR UTILITY COMPANY. :D Q❑ Og PROVIDE INTERMATIC "PG2500" SERIES TVSS w SYSTEM WITH 60KA SURGE CURRENT. O �9 GROUND BAR. w 0 3 10 NEUTRAL BAR. W w 00 U � Z -j o Q w ❑ LL U = W z LL I- r, ❑ m o co DEC 2 2 2006 ;. o PERMIT ISSUED - z CONSTRUCTION ISSUED - °1 KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Placc Jacksonville,FL 32216m M Phone 904.285.2009 Fax 904.285.3009 11sY www.ka.mmconsulting.com Certification of Authorization#8189 o 09-14-06 o Robert L.Connors,P.E. Florida License#52824 date O M o 0 signed ,o O 0 a v V i 0 STEB_PPE ROOFTOP EOUIP. CLEARANCE TABLE 3j8 x 5" LAG PITCH PANOR EQUAL NOM a c FLORIDA BUILDING CODE 2004, TABLE 1509.7 ; SCREW W/ WASHER 4 X3/8 X2 PLATE ISOLATOR PADS 1 'x}13 ROOF:STAND IS OOQ�pLIAN� SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP-69, ANSI 831.10 " " UNIT AND ASME SUBSECTION NF WIDTH OF MECHANICAL UNIT MIN. CLEARANCE ABOVE ROOF SURFACE 5 8 PLYWOOD 7C—CHHNNEL UNDER UNIT WITH R"OI�A�p(1 OOpE 2004 Mp / #6005—TS ALUMINUM ALLOY (MIN. 4 PER UNIT) 8�p-DADE OpUNTY APPFK N®, 00 NOMINAL (INCHES) (INCHES) N AOCEPTANCE NDr NDAf C -07'I W PIPE SIZE 1/2 3/4 1 '14/914/.2 2 �/ 3 / 4 5 6 8 10 12 14 16 18 20 24 30 < 24 14 E 3 OI -W2007 m MAXIMUM WATER 5 6 7 7 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32 33 o SET SCREW \ _ �FPA SERVICE 24 < 36 18 Z 2 F100P STAND 91iALL BE MANI« 0 0 8 EET� STEAM,GAS, 8 9 9 9 12 13 14 15 16 17 19 21 24 26 30 32 35 37 39 42 44 K. 0Y'AVCOOA'OOi1OR IM a IR SERVICE2x4 WOOD JOIST RECOMMEND 36 < 48 24 =- FT LAIALE.R-OF�A DIAMETER* 3/8 1/2 5/8 3/ 7/8 1 14/4 14/2 Q HANGER PFIONCx (800) ROD MAX RATED 48 < 60 30 WOOD DECK C—CHANNEL ATTACHMENT LOAD 610 1130 1810 2710 4960 8000 1,63 & CONTRACTOR TO PFK NK)E WIND Z 60 48 1/2"96 J—BOLT PITCH PAN OR EQUAL I—BEAM LOAD G4LCULATION3 SK)�AND O *HANGER ROD DIAMETERS MAY BE SELECTED BY PIPE SIZE ONLY AFTER A CHECK THAT THE SUPPORTED LOAD #14 S.S. SCREW 9EAl�BY A FLORA REC8.4T� 2 DOES NOT EXCEED THE MAX RATED LOAD OF THAT ROD DIAMETER, AND THAT A PARTICULAR ROD DIAMETER IS : ROOF SYSTEM 4"X3/8"X2" PLATE //T�.� THRU RAIL AND CU STRUCTURAL B� POR NON Y NOT REQUIRED BY THE COMPONENT TO WHICH THE ROD IS ATTACHED. UNIT HOUSING OUTLINE // `� IN EACH CORNER PRE-APPFIONED OON�iA►7KXa �pp� a 4, wEnr ,F BC-R AND L ISLAM OP o M o // ( // I ROOPSTAND Tb 8E AS 9Y � coo > o BY PBC 2004 TAME 191L7 .o c0 Qo TUBING SIZE 1/2 3/4 1 14•/4 1-x/2 2 2�/2 3 3�/2 4 5 6 8 10 12 STEEL JOIST SPAN (FEET) 5 5 6 7 8 8 9 10 11 12 13 14 16 18 19 I / Y / // z I _0 HANGER ROD 1/4 3/8 1/2 5/8 3/4 7/8 /.� 3" RAIL (I—BEAM) STEEL JOIST � //-. #6061—T6 ALUMINUM ALLOY UNIT PVC PLASTIC WE (MAX. 100' F) 3/8-X3-1/2- PITCH PAN OR EQUAL 1"X18 GAGE GALVANIZED STRAP o I Z WEDGE ANCHOR 4"X3 8"X2" PLATE W/ 90' TWIST, 8 PER UNIT, o ( LLJ O PIPE SIZE 1/2 3/4 1 14/4 14/2 2 24-/2 3 3--/2 4 5 6 8 _ 1 EACH SIDE OF EACH CORNER. � V U 2" RECTANGULAR TUBING FASTEN W/ THREE #14 S.S. SMS oo i • N TO EQUIPMENT & I—BEAM. o / Z v7 SPAN (FEET) 3.5 3.5 4 4 4.5 4.5 5 5.5 5 6.26 6.5 6.75 7.5 #6061—T6 ALUMINUM - 0 ALLOY UNIT 16 GAGE GALVANIZED 0 " BRACKET EACH CORNER, HANGER ROD 1/4 3/8 1/2 1/21 5/8 i 1.75"0 ALUMINUM 4 PER UNIT, FASTEN � g 4" POST #6061—T6 W/TWO #14 S.S. SREWS J z ^ o ONCRE TO EQUIPMENT & I—BEAM. -- ^ g ISOLATOR PADS I—BEAM Z HANGER SPACING TABLE FOR PIPING CONCRETE UNDERM N4U PER UNIT) I—BEAM �.�.E .� z & NOT TO SCALE - - W A/C ROOF EQUIPMENT MOUNTING DETAIL WL) � NOT TO SCALE Q .. MAXIMUM PIPE/ TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 8 10 12 14 16 18 20 24 PIPE 7 ft 7 7 9 10 11 12 14 16 17 18 22 23 25 27 28 30 32 0 —� LL TUBING 7 ft 6 7 8 8 9 10 12 13 14 16 — — — — — — — STRAP HANGERS TRAPEZE HANGERS — v� NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. STRAP OR TABLE 305.4 W ANGLE PIPING SUPPORT SPACING ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE ANGER " STRAPS ROD 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING ON EACH CHANNEL—*, (feet) feet 60" MAX UNLESS FOOT BAND ABS pipe 4 10 OF STRAP Aluminum pipe and tubing 10 15 IS PLACED Brass pipe 10 10 UNDER A Brass tubing, 134—inch diameter BOTTOM and smaller 6 10 1w REINFORCEMENT Brass tubing, 11 —inch diameter SCREWS SIZE BOLTS) and larger 10 10 SCREWS MAY BE FOR LOAD 1-5 8" 12 GAGE Cast—iron pipeb 5 15 OMITTED IF HANGER LOOPS — PROVIDE INSULATION CHANNEL OR Copper or coer or pper—alloy ubin ,pe 12 10 TABLE 4 1 SHETLD & INSERT FOR 2"x2"X1/4" ANGLE � PP copper—alloy y g RECTANGULAR DUCT RS ALL PIPING 1%—inch diameter and smaller 6 10 Copper or copper—alloy tubing, MINIMUM SIZE 1%—inch diameter and larger 10 10 PAIR AT PAIR AT PAIR AT PAIR AT SIZE VIEW CPVC pipe and smaller or tubing, 1 inch 3 10c MAXIMUM HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING TRAPEZE HANGER FOR UP CPVC pipe or tubing 134—inch DUCT WIRE/ WIRE/ WIRE/ WIRE/ TO 1.000 LB. UNIFORM LOAD and larger 4 10c o PERIMETER Steel pipe 12 15 STRAP ROD STRAP ROD STRAP ROD STRAP ROD Steel tubing 8 10 0 ; 10 GA » 10 GA w 12 GA » P = 30" 1"x22 GA. w 1x22 GA. " 1x22 GA. " 1x22 GA. 2 GA. Lead pipe Continuous 4 135 135 106 .106 Uj v:2 2 (• (• (• PB pipe or tubing 22/3 W o .� P » » » » » » (32 inches) 4 z CQ _ C:2 s 2 = 72 1 x18 GA. 3/8 1"x20 GA. 1/4' 1 x22 GA. 1/4" 1"x22 GA. 1/4" PEX tubing 22/3 (32 inches) 10c O z g� ` 2 = 96" 1"x16 GA. 3/8" 1"x18 GA. 3/8' 1"x20 GA. 3/8" 1"x22 GA. 1/4" PVC pipe 4 10c z a 0 8 1 2 = 120" 1.5"x16 GA. 1/2w 1"x16 GA. 3/8" 1"X18 GA. 3/8' 1"x20 GA. 1/4* HANGER ROD HANGER ROD 0 > Q = aZC•�N W N g O_ P- — 168" 1.5"x16 GA. 1/2* 1.5" x16 G .1/2" 1"x16 GA. 1/2" 1"x18 GA. 3/8" U) [L a 2 INSULATION (VAPOR INSULATION W Q 7Z o � v w w w w w w w w � ` g V; P = 192 — 1/2 1.5 x16 GA. 1/2 1 x16 GA. 1/2 1 x16 GA. 3/8 BARRIER TYPE IS > >' _ REQUIRED FOR LOW a w U _a 2 HANGER ROD 8 TEMPERATURE PIPE) v E a o o 2 = 193" UP SPECIAL ANALYSIS REQUIRED AS PER SMACNA TABLE 4-1 & FIG. 4-4 PROVIDE HIGH COMPRESSIVE INSULATION STRENGTH INSULATION INSERT UNDER INSULATION SHETLD. z a. � O / z N a INSULATION SHETLD .// 4 n SADDLE AT HANGER Z M 4 4 :D J v IY d. c c 4 ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER I"'� OJ A 4' TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS U_ a ° FOR LOW TEMPERATURE PIPE FOR HOT PIPING. Q = a OR OPTIONAL FOR HOT PIPING. STRAP W Q WASHER m NUT (� NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. F- ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE FOR DUCTS UP TO 18" FOR DUCTS UP TO 36" Q MAXIMUM DIMENSION MAXIMUM DIMENSION H 0 Q DRIVE PIN THREAD STUD TYPICAL PIPE HANGERS W o POWER ACTUATED FASTENERS NOT TO SCALE J U_ 1 1 m L.L.1 . � { W Q 0 � z Wz Id A U Q Q o a s a C� Q z FJ-- . b Q 4 J C O U Q A E � T_ v -d a a a z m •C Ju 00 FOR DUCTS UPS r� v U uJ TO 18" MAX. 006., W Z DIMENSION PERMIT ISSUED - CONSTRUCTION ISSUED - 07 EXPANSION SHIELDS EXPANSION NAIL KAMM CONSULTING PROJECT#: 2005-1065 m _:::•- :,:._::._ PROJECT MANAGER: SCOTT MERIWETHER °.,.. CONCRETE ANCHORS 6859 Belfort Oaks Place 0 Jacksonville,FL 32216 T. Phone 904.285.2009 Fax 904.285.3009 ■ Y www.kammconsulting.com a . R� Certification of Authorisation#8189 f FIBERGLASS BOARD DUCT HANGING DETAIL 09-14-06 pip o NOT TO SCALE mai Robert L.Connors,P.E. Florida License#52824 d O s.# O /r % Ems. w signed v t V Q O : o � v U _ � o za � PLUMBING NOTES PLUMBING SHEET INDEX 00 NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 130.1 PLUMBING NOTES, LEGENDS, AND DETAILS 2. PITCH DRAIN FOR PROPER RUNOFF. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. P2.1 SANITARY PLAN & ISOMETRIC o PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUT'S AT LOCAL CODES, RULES AND ORDINANCES. � EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND c > ABOVE. (TYPICAL OF 4) CONDENSATE OVERFLOW. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE P2.2 ROOF DRAINAGE PLAN HIMSELF WITH ALL EXISTING CONDITIONS. E a 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) P3.1 DOMESTIC WATER PLAN & ISOMETRIC BAR JOIST STR CTURAL SUPPORT SYSTEM. 3. ALL MATERIALS SHALL BE NEW. Q A/C UNIT CLEANOUT (TYP.) VENT LINE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST s ° ° ° PERFORATED CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL _ CAP EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE Y U A PART OF THIS CONTRACT. PITCH - - PLUMBING LEGEND � Y DRAIN PAN 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. o PITCH o COLD WATER SUPPLY -+ 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND CO CLEAN OUT SANITARY SEWER PIPING = t0 TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO ,moo (0 'w vo DRAIN PIPE BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR a MIN. 4 GAL EXPANSION TO MATCH DRAIN u S.O.V. SHUT-OFF VALVE S-----S VENT PIPING .. ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 1'AI OUTLET SIZE. s COTC CLEAN OUT TO GRADE DOMESTIC COLD WATER PIPING 3 HEAT TRAP a 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, (OMIT IF HEAT TRAP IS ANFD FLOOR DRAIN �------S HOT WATER PIPING (110') PIPING, EQUIPMENT, ETC. O INTEGRAL PART OF HEATER). e _ _.... H HOT WATER TO FIXTURES 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITHCW DOMESTIC COLD WATER S----- HOT WATER PIPING (140') (n 0 AS SHOWN ON PLANS. THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/DBC PROJECT X PROVIDE A 210 F (a) THIS DIMENSION IN INCHES MUST BE MANAGER PRIOR TO BEGINNING CONSTRUCTION. HW DOMESTIC HOT WATER �-------� HOT WATER RECIRCULATING PIPING ~ PROVIDE FULL PORT BALL TEMPERATURE AND EQUAL TO THE MAXIMUM FAN SUCTION Z SHUT-OFF VALVES. 150 PSI PRESSURE THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES 9. VERIFY LOCATION SIZE DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES HWR DOMESTIC HOT WATER RECIRCULATING �-CD--i CONDENSATE PIPING W O RELIEF VALVE BE REVIEWED AND SITE WG WITH DIRTY FILTERS COILS AND U PROVIDE PIPE WITH TEST LEVER ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW + 1" W.G.' PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. U • UNIONS, DIELECTRIC SIZED WITH AGA/CGA PRIOR TO USE FOR FINAL ) HB HOSE BIBB fir-CA-6 COMPRESSED AIR PIPING z � IF REQUIRED FOR 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. DISSIMILAR METALS. TEMPERATURE STEAM EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. O RATING 10% OVER EQUAL TO MIN. 1/2 OF THE (a) ABOVE VTR VENT THRU ROOF -T&P-•� TEMPERATURE AND PRESSURE RELIEF U O -- DRAIN VALVE BY PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER Ix N HEATING INPUT. HEATER MAUFACT. KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM ApQ GATE VALVE S•-SD--S STORM DRAIN PIPING p H g THERMOSTAT AND (c) EQUALS (a) + (b) + PIPE DIA. + WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION J _z co PROVIDE A HARD + INSULATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. p0(� GLOBE VALVE fir-G-� GAS PIPING - • PRESSURE REGU- g LATOR FURNISHED COPPER RELIEF �- W VALVE DISCHARGE 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. WITH WATER HEATER. N CHECK VALVE 5--a� PIPE RISE OR DROP z LINE FULL SIZE OF PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. z M 8 3/4" PLYWOOD BELOW - - VALVE OUTLET TO DRAW THRU UNIT CONDENSATE TRAP GAS SOLENOID VALVE �--�--5 PIPE RISER UP � $ WATER HEATER DRAIN RUN TO EXTERIOR NOT To sc 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY C,r} � & M PAN AS PLATFORM. OF BUILDING AT 6" MARKED ACCESS PANELS. COORDINATE LOCA11ONS WITH GENERAL CONTRACTOR PRIOR GAS COCK E CAPPED END OF PIPE (n N N ABOVE GRADE OR TO INSTALLATION. U o " NEAREST APPROVED WATER HAMMER ARRESTER �-- POINT OF CONNECTION Q ^ �__g2 DEEP SAFEPAN.- INDIRECT WASTE. 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING .� PROVIDE A DRAIN " FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. Q FD FLOOR DRAIN -� P-TRAP PAN, RUN OVERFLOW PROVIDE 2 CHANNELS AIR CHAMBERS CAN BE USED AS AN ALTERNATE PROVIDED THAT THEY ARE ACCESSIBLE a WITH MINIMUM 2 COATS AND RECHARGABLE PER WH-PDI 201 AND APPROVED BY THE LOCAL AUTHORITY/CODE. LINE TO EXTERIOR OF RUSTPROOF PRIMER FURNISH AND INSTALL APPROVED AIR CHAMBERS FOR ALL MAINS AND RISERS AT THE TOP, --� OF BUILDING AT 6" SPANNONG BETWEEN ACCESSIBLE AND RECHARGABLE PER WH-PDI 201 AND THE LOCAL AUTHORITY/CODE. - - ABOVE GRADE OR THREADED RODS TO NEAREST APPROVED WATER HEATER - MAXIMUM SUPPORT WATER HEATER 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND INDIRECT WASTE. OF 30 GALLON CAPACITY. SAFEPAN. PROVIDE TEST TEE - r EQUIPMENT CONNECTIONS. PLUMBING FIXTURE SCHEDULE. LU WITH SCREWED COUNTER- i iF9 COLUMN OR PARTITION rin PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT SUNK ABS PLASTIC PLUG: i i AS SHOWN ON FLOOR PLAN 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. TAPERED-THREAD WITH i CLEANOUT FACE SHALL HLAV #0321.075. WHITE, WITH FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR SET HEATER THERMOSTAT AT 1200F. TFE JOINT COMPOUND. i BE WITHIN 4" OF WALL 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. SUPPLY -� SURFACE. PROVIDE FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR TRUBRO MODEL #102G HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. WHERE CLEANOUT TEE - PIPE EXTENSION IF REQUIRED. SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS IS CONCEALED IN A AS PART OF THE PLUMBER'S WORK. HANDICAPPED WATER CLOSET - FLUSH VALVE, BOWL; FLOOR MOUNTED, SIPHON JET, CHASE OR PARTITION, - HWC VITREOUS CHINA WITH ELONGATED RIM AND A 1-1/2" TOP SPUD AND 18" HIGH AMERICAN PROVIDE A ROUND 18 i i 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM STANDARD 3043.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN GAUGE STAINLESS STEEL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY ROYAL #111 FLUSH VALVE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. COVER WITH BEVELED OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WATER HEATER M DETAIL EDGES AND FLATHEAD i AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A OU NTING MACHINE SCREW. WHICH MAY HAVE BEEN DAMAGED. SK SLOAN POLARIS FAUCET SL-2865 KITCHEN 5-9/16- SPREAD GOOSENECK NOT TO SCALE i i WITH 4" WRIST BLADE FAUCET HANDLES. / - ---- - - -- -- G a a 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER e' e :.. - H.P., 11 A GD FOOD WASTE DISPOSAL KENMORE 22 60572 1 3 5V. MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. TABLE 305.4 3 CONCRETE FROSTPROOF WALL HYDRANT WITH ANTI-SIPHON VACUUM BREAKER. ZURN MODEL Z-1321-C. p- PIPING SUPPORT SPACING FLOOR 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS 8 SLAB PANEL FOR ALL WALL CLEANOUTS. HANDICAP DRINKING FOUNTAIN, SUNROC MODEL NWCA-8, WALL MOUNTED BARRIER FREE, PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING ! HDF SUPPLY ANY ADDITIONAL WALL CARRIERS REQUIRED FOR COMPLETE INSTALLATION. MUST (feet) (feet) 20.NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES MEET A.D.A. CODE. 115V, 5.1 A. o WHERE USED AS RETURN AIR PLENUMS. ABS pipe 4 10 RD ROOF DRAIN: ZURN Z-100-RC. USE EXTENSION IF NEEDED. (1) o Aluminum pipe and tubing 10 15. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN OR ABOVE ELECTRICAL OR SERVER .o$ Brass pipe1 - 10 10 NOTE ROOMS. EWH WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V. 1 0 4.5 KW LOCHINVAR Z ° o Brass tubing, 1,4 inch diameter ETJ-030-KK. E� and smaller 6 10 PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM p a Brass tubing, 1%-inch diameter NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. O Z " g and larger 10 10 WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. " " " GENERAL NOTES: J O 8� Cast-iron i eb 5 15 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE L COPPER WITH 1 THICK _ O P P " (1) FIXTURE SHALL BE AS SHOWN OR EQUAL. � Copper or copper-alloy pipe 12 10 ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH 1 THICK (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 46R-2 OF S.F.B.C. 19°it Copper or copper-alloy tubing, ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. p O 19-inch diameter and smaller 6 10 SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. - -_- --__ ___- _ ___ _ o a `o Copper or copper-alloy tubing, w o c 1%-inch diameter and larger 10 10 24.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL _ W Q Z o ac CPVC pipe or tubing, 1 inch SHUT-OFF. SHOCK ARRESTOR SCHEDULE, ; zQand smaller 3 ,o� WALL CLEANOUT DETAILa w p O a jr " tYUUg` NOT TO SCALE 25.WATER PIPING INSULATION SHALL BE 1 THICK ARMAFLEX INSTALLED IN ACCORDANCE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION c aC`o a CPVC pipe or tubing 1%-Inch and larger 4 10c WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WA TER PIPING. WHERE DOMESTIC Steel pipe 12 15 " WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED A SIOUX CHIEF 652-A 1-11 1/2" Steel tubing 8 10 WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. Lead pipe Continuous 4 B SIOUX CHIEF 653-8 12-32 3/4" PB pipe or tubing 22/3 26.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO (32 inches) 4 PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL C SIOUX CHIEF 654-C 33-60 1" TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP PEX tubing 22/3 WITH VARIATIONS SUITABLE FOR FLOOR COVERING CARPET CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ( SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO O ch SCORIATED FOR UNFINISHED 27.THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF PRODUCT SUBMITTALS. 32 inches 10c M ( ) MARKER RECESSED FOR TILE, ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ABBE 1010 STANDARDS. 0y PVC pipe 4 10c FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. M O MEMBRANE CLAMP FLOOR SLAB ON GRADE SLOPE OF HORIZ. DRAINAGE PIPE 3. 1/2- DIA. HANGER RODS 3 �- O WITH 36 MAX. SPACING HANGER ROD -� SIZE (inches) MINIMUM SLOPE (inch per foot) ON EACH CHANNEL T BAND 2- 1/2 or less 1/4 W Q SAME SIZE AS SEWER 3 to 6 1/8 W p UP TO 4" MAXIMUM. AS REQUIRED FOR 8 or larger 1/16 U U DEPTH OF SEWER I' HUB AND SPIGOT LONG SWEEP ELBOW AT z CAST IRON PIPE END OR TURN OF RUN. TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 d ,r J BELOW FLOOR. O Q ' 1-5/8" 12 GAGE ` - - -sLL COMBINATION WYE DIELECTRIC CHANNEL OR W D f M " " . _:::: .::, ..: . . . . :_ .. . ..:r. . . _ EIGHTH BEND IN RUN. _. _....�,:, . ..:.._ INSERT AS REQ'D FOR 2x2 X1/4 ANGLE SANITARY OR STORM .:. ..:.... ... _- .__ ,._. m., (� > DISSIMILAR MAT. PIPING SEWER LINE ENTER TOP OF PIPE. �•^!"4' - U.- W m SIZE VIEW �--- -- - DIRECTION f- W --� O U Q TRAPEZE HANGER FOR UP --�- OF FLOW z z F TO 1.000 LB. UNIFORM LOAD c O LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS ^ y IW-y,2 2 2006 r Z OF PIPE GREATER THAN 45 DEGREES, AT 50 INTERVALS o M m ADJUSTABLE CLEVIS HANGER t,: 1' TYPE 1 IN SPECIFICATIONS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. ''�t,j '`' 0o FOR LOW TEMPERATURE PIPEPROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. p W OR OPTIONAL FOR HOT PIPING. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. PERMIT ISSUED - J Z CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. CONSTRUCTION ISSUED - NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. I KAMM CONSULTING PROJECT#: 2005-1065 ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 TYPICAL PIPE HANGERS FLOOR CLEANOUT DETAIL www.kammcof ulting.com Y Certification of Authorization#8189 °o NOT TO SCALE NOT TO SCALE 09-14-06 p O plp:::.... :. Robert L.Connors P.E. Florida License#52824date C) : o 00 a.. signed a 00 g 0 U a � � SEE CIVIL FOR , CONTINUATION c 00 v 0 i C Q ` CORRIDOR I LOUNGE NK fl -S 1Z NMEN124to1,1/ 1/� ORA ON xPA SIGN / 1 E ML 11UA11 r E S CON lot 1/ HAV 4/ FOR 3/ FPWH STORAGE c Cfl v°, -- > 01 r H C -- ---+- -- 'K REF W F1 29 QO .—�. WOMEN 3/ _ 122 -� CORRIDOR 0 z ER t0 _ O RRIDOR U � OFT _ICER' BI _ V CASH VAULT SERVER/ELEC. OFFICE ' �-- ~ R = 119 COUPON 127 a. U) MOUNT BELO� : 128 z / 121 SINK. OVIDE 4 HOSE. PR � O } U ; op _ O INTERNET CAFE _ V O = n WAITING $ N z ^ o S.D. BOXES �/ m W i D so CLOSET z U & $ - _ r. �n - - V x / - CHILDREN'S AREA 113 F- U) ;d M - _ - W 0 U ER = . P J COP E y" S TURF USE F� = WORKROOM = CD J TELLERSLL — _ J j Lu t -= DRIVE–UP TELLER DOMESTIC WATER ISOMETRIC _ = WAITING " _= CHECK DESK 111 = AREA , CAP FOR FUTURE USE 3G, ;P r e i i r j _ COFFEE t: r 4- - 110 FPS DRIVEAP LANES LOBBY 109 == GREETEREIE i � � oc STORAGE _... ._ ° c:2 102 ` Z c E�a� Of_ : - : � Q � � � F.S.0 #2 F.S.0 #1 MANAGER 104 103 W VESTIBULE g o r 10 5 W CL (!J Q Z 'UL w V 0 a �QQ.._�- - -----_-_-: ...:::.:.::.: 04 l' r -- -- - Z :r. CV CO <0 O J LL 2 Q m L) = H z o a LL Z W o W o 0 A W z z � U. NORTH �+ Q 3/16"-1'-0" '�`> DEC DEC,� ' 2 2006 � C/) � 00 W 2 Lu PERMIT ISSUED - O Z CONSTRUCTION ISSUED - � 0 KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place m M Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 www.kammconsulting.com ' 0 11tV Certification of Authorization#8189 M o 09-14-06 0 Robert L.Connors,P.E. Florida License#52824 0 M a signed 0 c "Ci .–. -SU - � •C C x C C+'Ci a 0 . O 00 4-a C2 - o c 43 � U 51, V '...j 'T-3 .t 02 a] - - - - - - - - - - - - _ - U c m o 0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � O CtJ) 2 a o A2 FA .. 9 I .- __ : v -� - — .. - - - 1 " ­. P2 0 ca P2 -. . - . 11 ­ _ ­­­ I ­ ­ . . - 0_- - : -% __ I.. - I I I.. - 1 ­ Z, _ . -- - . ­ ­ ­ ­ _ - - I ­ _ . - - tr . _ . .__ : '. - I _ - ' �' .- .. . . - ­ - - ' i . - ­ .1 - - ­ - ­_ _ -_a-__-_-__ .__.-. : . .... .: . - I _ _ .: i . . _­ r . I :' ;" ­ ­ . ­ ­.- . ­__ t . _i_i .. __ - . . - . 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W v�v c p =j m-', i ii v 4 WITH R VI R PRI T SYS MPO DE OR 0 LOCATIONS TE iv 0 I, I 3 _ _ : H o P 3' _ -- - w" R H IN. O OUG - - `` 1 2 4. g' = W - ; jr: - - _ = Q - I J E ° I 2 3 PROVIDE 1 CONDk►IT WI`irH 4 AND 1 10 Is_ - - - 0 0 _ - W 0 O EE� O L - : GROUND TO PANEL A "OR ATM POWER. U U :kiiCL e - - - - - - - - x.. _z' v IC b G t O .- I 4 1 -_ _--- _ _ - COORDINATE EXAC`�=REQUIREMENTS FOR POWER - :_ - 1 = = WITH SYSTEM PROVIDER : , : . ,: : AND STUB LOCAl10NS I _--_ : PRIOR TO ROUGH IN ,. - :: i .- - - - :R ..---""--- - Itt _ - r. i>u = : - _ = 4 PROVIDE 1 n CONDUIT WITH PULL SIRING FOR _ O __.`: .;�_ i ::: : i i ._:- :,r' - ONS - . __ .. . ... _ % 'i I SIGN DATA COORDINATE EXACT STUB LOCATIONS Z :.°-: I : _ :__= C PROJECT : f i1 - I - _ "'- - - MANAGER PRIOR TO ROUGH IN. j I z - O M ?' ` - -_. ..- n _ C'7 N =' O TACTOR LC 1CN :j.j _::; r Q .__ -_-- _-_-: Z m i I. --- ,4 :_= REFER TO DETAIL ON SHEET E21 i- _ __ _ . r: -. - _ . - - : 1 . 4 = I Q i I Z. f _' O LOCATION OF PANELS nA AND B" ' 0 { - _ - - ii i ' _ ___ -- _-_ :i ; - - . :: _-....._ I. - _... �' _ 2 6 w 1. -_ ,1 - . =-_= _ 1._ y�:,rw . 2 A- 1,25 wP : O =',% i s� I }-_ ?__r,_t,. _ 7 LOCAl10N OF TELEPHONE BACKBOARD. J : :`', w _ o .. ii----4 w y -_-...:�I - ':i,' = : - ....__ -.-".----=--_v r..:_.--^:--..__. ..._... ...... .. .. .. _ - _ - -_ t' _ --' ,.: r _ ,� - - `'.. % -- `` -- ----'----- :- : -_: 0 _ `,.-1 _ P _ O BUILDING MAIN DISCONNECT SWITCH 1. U 2 5 - 8 LOCATION OF - - - _= -- - .- I AND METER. Q I = __ I 9 PROPOSED LOCATION OF BUILDING PAD MOUNTED m _ - = O � 0� I _ - UTILITY TRANSFORMER. U O -- - - -- _%_ REFER TO SHEET E51 FOR _ _ _ _ RAL, RE. () Z -.. - - - - _ _ _ _ - - SERVICE LA - - - - - - - - - - - - : - - - - - - - - - - REQUIREMENTS. J .- _-- __ 11 TELEPHONE CONDUITS, REFER TO DETAIL ON O Q : UL- - __ _. -" __- _ _L -1 - _ _ _ -.. . _.. . -....__..:._ -- % % 9 _._._.._.._,. __:........... ...:;- -_ DETAIL ON ;: "- W = 12 CABLE TV CONDUITS, REFER TO U J _ __ -_ _ LL w ca :r ..= = SHEET E0.1 FOR REQ IREMENIS. ---- _ - _ -_:......: _...__.__- _ -_- __._ - ..._.. .. . ...... ..... ......-.__ -- --_------_.:_:_,:_:__:_-----'------"..- __ - ----=_- -- --------' - - 0 � � = z I I 11 11 1 O w ATLANTIC BLVDI z z Q I '_. o g 11 .' " = 00 a 0 1 .1 g J 00 .°y `, o T,- 7`� 0 1' V W LTJ PERMIT ISSUED " - I_ z � CONSTRUCTION ISSUED - o PLAN KAMM CONSULTING PROJECT#: 2005-1065 k5fl M T k5.1 PROJECT MANAGER: SCOTT MERIWETHER 10' � T E L � "-��.. 0 u " � N " .03 - ,-.--,U �''��' NORTH 6859 Belfort Oaks Plate Jacksonville,FL 32216 m m Phone 904.285.2009 Fax 904.285.3009 C;OnsY www.kammconsulting.com • Certification of Authorization#8189 I 09-14-06 0 qr� In 1 7 Robert L.Connors,P.E. Florida License#52824 date � 1 2,k�&"-_-Z r__ M -w0 co I signed D — .8 v � U C X c SCHEDULE OF BRANCH CIRCUIT PANEL "A" CL MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208 12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT, WITH SUB FEED LUGS. 00 MOUNTING: SURFACE AIC SYMM: 22,000 DESCRIPTION WIRE GNA PHASE B PHASE C PHASED. COND. TRIP CKT. KVA KVA KVA CKT. TRIP COND. GND. WIRE DESCRIPTION LIGHTS #12 #12 3/4- 20 1 1.3 3.8 2 60 1" #1 AHU-1 = ❑ ' LIGHTS #12 #12 3/4" 20 3 1.0 3.8 4 2 E 1° LIGHTS #12 #12 3/4" 20 1 5 0.5 10-EI-6- 30 3 4 #1 #1 CU-1 LIGHTS #12 #12 3/40 20 1 7 0.510-8) 8 2 = LIGHTS #12 #12 3/4w 20 9 1.2 4.3 10 60 1" #10 #6 AHU-2 LIGHTS #12 #12 3/4- 20 11 1.3 4.3 12 2 LIGHTING EXTERIOR #12 #12 3/4-m 20 13 0.8 3.2 14 60 1" #10 #6 CU-2 BLM.DM EXTERIOR BEONEWEI F[717IC_dl Mom LIGHTING SIGNAGE #12 #12 3/4" 20 15 0.6 3.2 16 2 LIGHTING, DRIVE THRU #12 #12 3/4- 20 17 0.1 6.2 18 60 1" #10 #6 AHU-3 SPARE - - - 20 19 - 6.2 20 2 t CONTROL ROAD SIGN 2#10 1#1 3/4" 20 1 21 0.1 3.2 22 60 1" #1 #6 CU-3 Y Z LIGHTING BLDG 2#10 1#10 3/4- 20 23 0.3 3.2 24 2 o LIGHTING ROAD SIGN 2#10 1#10 .-3/4- 20 25 1.0 1 4.3 26 60 1" #1 AHU-4 so �o LIGHTING, SITE 2#10 1#10 3/4- 2 27 1.4 4.3 28 2 c 2 29 14 3.2 30 60 1" #10 #6 CU-4 c CO ami 0 �o E O S uo SPARE FOR ATM - - - 60 31 - 3.2 32 2 Cfl � U� a� T 33 - 0.8 34 20 3/4w #12 12 CU RECEPTACLES V PANEL PANEL 3 35 - - 36 20 - - - SPARE UTILITY COMPANY 4 �3P S "q" "B" TVSS 4#10 1#10 3 4 1;3 0 37 - - - - 38 20 _ _ _ SPARE PAD MOUNTED S 39 40 SPACE Z TRANSFORMER NEMA 3R 41 - - 42 - - - - SPACE O 120/208V, 30, 4W 400 17.9 18.2 14.9 KVA PER PHASE PANEL A F- COORDINATE EXACT LOCATION AMP 8 7.2 9.6 9.2 KVA PER PHASE PANEL B � 25.1 27.8 24.1 1 TOTAL KVA PER RASE WITH UTILITY COMPANY METER 9 10 208 233 200 AMPS PER PHASE F- O BOND O 77.0 TOTAL KVA Q_ to 2 ( ) = NON-CONCURRENT LOADW O L7 z • Z4-500MCM & SCHEDULE OF BRANCH CIRCUIT PANEL B U N \ / 1#3 IN 4- N 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE "� SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT J Z $ a MOUNTING: SURFACE AIC SYMM: 22,000 GROUND • DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE 8 PHASE C PHASE CKT TRIP COND. GND. WIRE DESCRIPTION W KVA KVA KVA z RECEPTACLES 2 12 3/4- 20 1 0.5T-1.0 2 20 3Z4- 1 12 2 COPIER z M 4-500MCM ,: 4-500MCM & APPLIANCE 12 12 3 4 20 3 1.0 0.8 4 20 3 4 12 2 RECEPTACLES UI W & 04 IN 4 1 1 3 IN 4 APPLIANCE 12 12 3/4" 20 5 1.0 0.8 6 20 3 4 12 12 RECEPTACLES _ i " # " REFRIGERATOR 12 12 3/4- 20 7 1.0 0.2 8 20 3 4 12 12 RECEPTACLES F- $ _N RECEPTACLES 12 12 3/4- 20 9 0.6 0.2 10 20 3/4 12 12 RECEPT. SECURITY = s d°D RECEPTACLES 12 12 3 4 20 11 1.0 1.0 12 20 3 4 12 12 RECEPT. WATER COOLER W ^ + 14 3 4 12 2 12 TI ❑ g RECEPTACLES 12 12 3/4- 20 13 0.4 0.4 20 RECEPT. VESTIBULE RECEPTACLES 12 12 -3/4' 20 15 0.4 0.6 16 20 - - - SPARE RECEPTACLES 12 12 3 4 20 17 0.4 0.6 18 20 3 4 12 2 12 DRIVE THRU 1 ON 1 6 RECEPTACLES 12 12 3 4 20 19 0.4 0.6 20 20 3 4 12 2 12 DRIVE THRU G G RECEPTACLES 12 12 3 4 20 21 1.0 RECEPTACLES 12 12 3 4 20 23 0.8 - 24 20 - - - SPARE _ G A 5 RECEPTACLES 12 12 3 4 20 25 0.8 - 26 20 - - - SPARE - O• RECEPTACLES 12 12 3 4 20 27 0.8 - 28 20 - - - SPARE \04 C/W RECEPTACLES 12 12 3/4- 20 29 0.4 - 30 20 - - - SPARE Lu G G RECEPTACLES 12 12 3/4- 20 31 0.7 - 32 20 - - - SPARE RECEPTACLES 12 12 3 4 20 33 1.0 - 34 20 - - - SPARE 2 RECEPTACLES 12 12 3/4' 20 35 1.0 - 36 20 - - - SPARE 4 RECEPT., CASH MACH. 12 12 3/4- 20 37 1.2 - 38 20 - - - SPARE G GARBAGE DISPOSAL 12 12 3 4 20 39 1.0 2.2 40 0 3T47 1# WATER HEATER T_� SPARE - - - 20 41 - 2.2 42 2 7.2 9.6 9.2 KVA PER PHASE 60 83 1 82 AMPS PER PHASE 26.0 TOTAL KVA 10'-0" ELECTRICAL RISER DIAGRAM, NOT TO SCALE a 0 0 r .Ra (n r ; KEY NOTES W ° Z `E212 #1/0 GROUNDING ELECTRODE CONDUCTOR 0 Z(D1 IN 3/4" SCHEDULE 40 PVC CONDUIT. a 8 0 p O -� � OEXOTHERMIC CONNECTION. ELECTRICALLY CON Q �� TINUOUS STEEL REINFORCING BAR (20FT MIN. V- > U o o � LENGTH) IN BOTTOM OF BUILDING FOUNDATION ❑ O ❑ _$ H IN DIRECT CONTACT WITH EARTH. W a o c =c O10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN Q Q ~ GROUND ELECTRODE. o J Q Z o W O 'a m O4 EXOTHERMIC CONNECTION. (TYPICAL) a U U o P c - 0 1La10a OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) #1/0 BONDING JUMPER AROUND FIRST VALVE. z OTERMINATE CONDUITS IN EXACT MANNER ANDO M LOCATION AS REQUIRED BY UTILITY COMPANY. N LEAVE 10 FT SLACK CONDUCTOR PER CONDUCTOR CN M FOR EXTENSION AND CONNECTION FOR UTILITY COMPANY. O8 PROVIDE INTERMATIC "PG2500" SERIES TVSS w SYSTEM WITH 60KA SURGE CURRENT. 0 LL O9 GROUND BAR. 2 10 NEUTRAL BAR. W w CD U0 Z J � LL Q W ❑ U J LL WULm �. 0 z W z U 6 Z LL Q c O 00 f IGS` 2 2006 v_ z PERMIT ISSUED - CONSTRUCTION ISSUED - 01 KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place m M Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285,3009 1nu www.kammconsulting.com :r Certification of Authorization#8189 09-14-06 _ o LOm Robert L.Connors,P.E. Florida License#52824 date O _ M v signed O �, 0 -- _ _ v v ROOFTOP EQUIP. CLEARANCE TABLE 3 .8X- 5" LAG PITCH PANOR EQUAL sTEa WE / � SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP-69, ANSI 831.1, FLORIDA BUILDING CODE 2004, TABLE 1509.7 SCREW W/ WASHER 4"X3/8"X2" PLATE = UNIT - ISOLATOR PADS 1 THS Fi00P STAND IS 001iPLUI►NI' AND ASME SUBSECTION NFC-CHANNELWIDTH OF MECHANICAL UNIT MIN. CLEARANCE ABOVE ROOF SURFACE 5/8 PLYWOOD UNDER UNIT WITH FLORA BLDG.CODE 2004 AND o NOMINAL 1/23/4 1 2 3 4 5 6 8 10 12 14 16 18 20 24 30 (INCHES) (INCHES) N #6005-TS ALUMINUM ALLOY ' (MIN. 4 PER UNIT) IS hEIA�-DADS COUNIY APPROVED. 00 PIPE SIZE / / / / ACC�'TANCE NOG NO 02-�OT10.0a WATER < 24 14 c SET SCREW MAXIMUM SERVICE 5 6 7 7 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32 33 W F ._ ; A 24 < 36 18 z � " "eFPEET� STEAM,GAS, 1 13 14 1 16 17 19 21 24 26 30 32 35 37 39 42 44 \ 2 ROOF STAND I v IR SERVICE8 9 9 9 2 5 2x4 WOOD JOIST ��� o ALS FT.LAIDER FLORID c 36 < 48 24 M RECOMMEND 3/8 1/2 5/8 3/ 7/8 1 1-4/4 a/2 PHONS (954)X8001 HANGER DIAMETER PHONE )2ft-722 48 < 60 30 WOW C-CHANNEL ATTACHMENT OD DE .� ROD MAX RATED 610 1130 1810 2710 4960 8000 1,63 & CONTRACTOR TO PROVIDE WIND LOAD 1-BEAM LOAD CALCU.A7lON3 SKS®AAD 2 60 48 1/2-0 J-BOLT PITCH PAN OR EQUAL U *HANGER ROD DIAMETERS MAY BE SELECTED BY PIPE SIZE ONLY AFTER A CHECK THAT THE SUPPORTED LOAD #14 S.S. SCREW SEALS BY A FLORIDA DOES NOT EXCEED THE MAX RATED LOAD OF THAT ROD DIAMETER, AND THAT A PARTICULAR ROD DIAMETER IS ROOF SYSTEM 4"X3/8"X2" PLATE / T _� THRU RAIL AND CU snVJC LFA-ENGRAS t FOR NON �C NOT REQUIRED BY THE COMPONENT TO WHICH THE ROD IS ATTACHED. UNIT HOUSING OUTLINE IN EACH CORNER PRE-APPRO�OOAF2iATIONS� ' o N / 4 YAM HEO-rr APD LE11CM Olc Q,01 COPPER TlJBNG I / ROOPSTAPD TO BE AS BY coo > o i i BY PBC 2004`TA�.E 1D1L7 ° cfl 00 TUBING SIZE 1/2 3/4 1 14/4 14/2 2 24-/2 3 34-/2 4 5 6 8 10 12 STEEL JOIST �- SPAN (FEET) 5 5 6 7 8 8 9 10 11 12 13 14 16 18 19 I / / Z 0 HANGER ROD 1/4 3/8 1/2 5/8 3/4 7/8 " U 3 RAIL (I-BEAM) STEEL JOIST r/ #6061-T6 ALUMINUM ALLOY UNIT PVC PLASTIC PPE (MAX. 100' F) 3/8-X3-1/2- PITCH PAN OR EQUAL 1"X18 GAGE GALVANIZED STRAP o I` Z WEDGE ANCHOR 4"X3/8"X2" PLATE W/ 90' TWIST, 8 PER UNIT, o 1 EACH SIDE OF EACH CORNER. W O PIPE SIZE 1/2 3/4 1 14/4 14/2 2 24•/2 3 34-/2 4 5 6 8w FASTEN W/ THREE #14 S.S. SMS ° V • 2 RECTANGULAR TUBING TO EQUIPMENT & I-BEAM. ° _=_� Z cn SPAN (FEET) 3.5 3.5 4 4 4.5 4.5 5 5.5 5 6.26 6.5 6.75 7.5 NXwl #6061-T6 ALUMINUM ° 0 ( i ALLOY UNIT 16 GAGE GALVANIZED (� 0 HANGER ROD 1/4 3/8 1/2 1/2 5/8 i' 1.75"0 ALUMINUM 04 BRACKET EACH CORNER, = W c:, 4 PER UNIT, FASTEN ILS 4" POST # 061-T6 W/TWO #14 S.S. SREWS J Z g Z-GONCRE TO EQUIPMENT & I-BEAM. - ` w I-BEAM � ISOLATOR PADS -__ Rte, UNDER UNIT I-BEAM Z M HANGER SPACING TABLE FOR PIPING (MIN. 4 PER UNIT)- ALTERNATE NOT TO SCALE X ;6 N g .A C ROOF EQUIPMENT MOUNTING DETAIL w ^ fig NOT TO SCALE MAXIMUM PIPE/ TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 8 10 12 14 16 18 20 24 a PIPE 7 ft 7 7 9 10 11 12 14 16 17 18 22 23 25 27 28 30 32 J TUBING 7 ft 6 7 8 8 9 10 1 12 13 14 16 - - - - - - - STRAP HANGERS TRAPEZE HANGERS — tn STRAP OR TABLE 305.4 w NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. ANGLE PIPING SUPPORT SPACING ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE ANGER ROD 1/2" DIA. HANGER RODS STRAPS WITH 36" MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING ON EACH CHANNEL----*, (feet) (feet) 60" MAX UNLESS FOOT BAND ABS pipe 4 10 OF STRAP Aluminum pipe and tubing 10 15 IS PLACED Brass pipe 10 10 UNDER A Brass tubing, 1;Q-inch diameter BOTTOM and smaller 6 10 w REINFORCEMENT Brass tubing, 1%-inch diameter SCREWS 1 and larger 10 10 SCREWS MAY BE FOR LOAD 1-5/8-SIZE BOLTppS) 12 GAGE Cast-iron i eb 5 15 OMITTED IF HANGER LOOPS Copper or copper-alloy pipe 12 10 TABLE 4-1 PROVIDE INSULATION CHANNEL OR Copper or copper-alloy tubing, SHEILD & INSERT FOR 2x2 X1/4 ANGLE 114-inch diameter and smaller 6 10 RECTANGULAR DUCT HANGERS ALL PIPING Copper or copper-alloy tubing, MINIMUM SIZE 1%-inch diameter and larger 10 10 SIZE VIEW CPVC pipe or tubing, 1 inch MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT and smaller 3 10c HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING TRAPEZE HANGER FOR UP CPVC pipe or tubing 134-inch DUCT TO 1.000 LB. UNIFORM LOAD and larger 4 10c o WIRE/ WIRE/ WIRE/ WIRE/ o� PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD Steel pipe 12 15 9 Steel tubing 8 10 c .0$ 10 GA " 10 GA w 12 GA " 2 GA. Lead pipe Continuous 4 P- = 30" 1"x22 GA. » 1 x22 GA. » 1 x22 GA. » P�P 2 .135 (.135 (.106 1x22 GA. .106-) PBtubin or PiP i e22/3 9 W P = w w w w r w w w w (32 inches) 4 Z g 2 72 1 x18 GA. 3/8 1 x20 GA. 1/4 1 x22 GA. 1/4 1 x22 GA. 1/4 PEX tubing 22/3 c°a E o c (32 inches) 10c 0 Z 6 g-0�.0 2 = 96" 1"x16 GA. 3/8" 1"0GA. 3/8" 1"x20 GA. 3/8" 1"x22 GA. 1/4" PVC pipe 4 10c 0 -10 8 Q P- = 120" 1.5"x16 GA. 1/2" 1"x16 GA. 3/8" 1"x18 GA. 3/8' 1"x20 GA. 1/4" HANGER ROD HANGER ROD 0 > (~j 2 W O T_ v 2 = 168" 1.5"x16 GA. 1/2 1.5" x16 G .1/2" 1"x16 GA. 1/2" 1"x18 GA. 3/8" Q I-- b b 'v INSULATION (VAPOR INSULATION WQ Z ; o � P- = 192" - 1/2" 1.5"x16 GA. 1/2' 1"x16 GA. 1/2" 1"x16 GA. 3/8" BARRIER TYPE IS > 'J Z E RE v vc a of U U a REQUIRED FOR LOW P W _ c - 2 = 193" UP SPECIAL ANALYSIS REQUIRED TEMPERATURE PIPE) AS PER SMACNA TABLE 4-1 & FIG. 4-4 PROVIDE HIGH COMPRESSIVE INSULATION STRENGTH INSULATION INSERT UNDER INSULATION SHEILD. z WELD O M d a SADDLE INSULATION SHEILD N � N 4 AT HANGER z M n ° D d. c n 4 ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER 0 a d TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS LL FOR LOW TEMPERATURE PIPE FOR HOT PIPING. a OR OPTIONAL FOR HOT PIPING. STRAP W Q WASHER m NUT H NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE Z FOR DUCTS UP TO 18" FOR DUCTS UP TO 36" J Q MAXIMUM DIMENSION MAXIMUM DIMENSION 0 Q DRIVE PIN THREAD STUD TYPICAL PIPE HANGERS w o POWER ACTUATED FASTENERS NOT To SCALE J UL WLL m - - w0 0 o zWz as s U Q a a as v Z I- v Q G L 1�, QLL a a ( = U Q a a v p ACL QMdLIK -11 m> ago FOR DUCTS UPLU TO 18" MAX. W Z DIMENSION PERMIT ISSUED - CONSTRUCTION ISSUED EXPANSION SHIELDS EXPANSION NAIL KAMM CONSULTING PROJECT#: 2005-1065 W:, �s. PROJECT MANAGER: SCOTT MERIWETHER H s CONCRETE ANCORS =_ 6859 Belfort Oaks Place 3 Jacksonville,FL 32216 N Phone 904.285.2009 Fax 904.285.3009 t Ycomwww.kammconsulting.com • �, Certification of Authorization#8189 o FIBERGLASS BOARD DUCT HANGING DETAIL 09-14-06 t NOT TO SCALE Robert L.Connors,P.E. Florida License#52824 dateO _ MJ-1 S 00 signed v O W. v c-=' - .P 0 .r v V PLUMBING NOTES PLUMBING SHEET INDEX a NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP P0.1 PLUMBING NOTES, LEGENDS, AND DETAILS 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT INITIAL DRAIN SEAL. LOCAL CODES, RULES AND ORDINANCES. P2.1 SANITARY PLAN & ISOMETRIC EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS m ABOVE. (TYPICAL OF 4) 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE CONDENSATE OVERFLOW. HIMSELF WITH ALL EXISTING CONDITIONS. P2.2 ROOF DRAINAGE PLAN a 8 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) P3.1 DOMESTIC WATER PLAN & ISOMETRIC BAR JOIST STRCTURAL SUPPORT SYSTEM. 3. ALL MATERIALS SHALL BE NEW. . 0 . : o. .a . A/C UNIT CLEANOUT (TYP.) VENT LINE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST - Mna PERFORATED CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL CAP EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE U PITCHA PART OF THIS CONTRACT. -- � Y DRAIN PAN 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION PLUMBING LEGEND 11 11 AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. o PITCH ,% COLD WATER SUPPLY - 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND CO CLEAN OUT SANITARY SEWER PIPING (D TO_WTFR...HFATI=.:R...: , DRAIN PIPE TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO o o coo BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ` MIN. 4 GAL EXPANSION TO MATCH DRAIN S.O.V. SHUT-OFF VALVE S-----� VENT PIPING a� OUTLET ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES TAI! .::::::.: .:.:.....:.. : . ET SIZE. 3 HEAT TRAP :, 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, COTC CLEAN OUT TO GRADE �---� DOMESTIC COLD WATER PIPING Z (OMIT IF HEAT TRAP IS AN PIPING, EQUIPMENT, ETC. FD FLOOR DRAIN S-----� HOT WATER PIPING (110') O INTEGRAL PART OF HEATER). ; `:.,:.::....:._ � HOT WATER TO FIXTURES 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH AS SHOWN ON PLANS. PROVIDE A 210'F THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/DBC PROJECT CW DOMESTIC COLD WATER S-------S HOT WATER PIPING (140') (n (a) THIS DIMENSION IN INCHES MUST BE MANAGER PRIOR TO BEGINNING CONSTRUCTION. HW DOMESTIC HOT WATER �-------5 HOT WATER RECIRCULATING PIPING ~ j PROVIDE FULL PORT BALL TEMPERATURE AND EQUAL TO THE MAXIMUM FAN SUCTION Z SHUT-OFF VALVES. 150 PSI PRESSURE THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES 9. VERIFY LOCATION SIZE DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES W Z PROVIDE PIPE RELIEF VALVE BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND HWR DOMESTIC HOT WATER RECIRCULATING S-CD--4 CONDENSATE PIPING V V UNIONS, DIELECTRIC WITH TEST LEVER ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. • IF REQUIRED FOR SIZED WITH AGA/CGA PRIOR TO USE FOR FINAL » „ HB HOSE BIBB 5--CA---S COMPRESSED AIR PIPING Z TEMPERATURE STEAM EQUIPMENT. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE L COPPER. Cl) DISSIMILAR METALS. (b) THIS DIMENSION IN INCHES MUST BE COORDINATE W{1H LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. DRAIN VALVE BY RATING 10X OVER EQUAL TO MIN. 1/2 OF THE (a) ABOVE PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER VTR VENT THRU ROOF -T&P--S TEMPERATURE AND PRESSURE RELIEF U O .- HEATING INPUT. Q HEATER MAUFACT. KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A GATE VALVE w THERMOSTAT AND (c) EQUALS (a) + (b) + PIPE DIA. + Sr-SD--3 STORM DRAIN PIPING g WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION � Z �. co PRESSURE REGU- PROVIDE A HARD + INSULATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. pOQ GLOBE VALVE �--G-3 GAS PIPING • � LATOR FURNISHED COPPER RELIEF �„ g WITH WATER HEATER. VALVE DISCHARGE 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. N CHECK VALVES PIPE RISE OR DROP m w 3/4" PLYWOOD BELOW - - LINE FULL SIZE OF PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. � Z N WATER HEATER DRAIN VALVE OUTLET TO DRAW THRU UNIT CONDENSATE TRAP D�4 GAS SOLENOID VALVE S--� PIPE RISER UP z F- C3 "' PAN AS PLATFORM. RUN TO EXTERIOR NOT TO SCALE 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY W & R if OF BUILDING AT 6" MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR i GAS COCK - F- c ABOVE GRADE OR TO INSTALLATION. E- CAPPED END OF PIPE = N " NEAREST APPROVED W U 2 DEEP SAFEPAN. INDIRECT WASTE. 13.FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL GROUP PLUMBING 4 WATER HAMMER ARRESTER Q}-- POINT OF CONNECTION FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND)WH-PDI 201. FLOOR RAIN Q a PROVIDE A DRAIN PROVIDE 2" CHANNELS AIR CHAMBERS CAN BE USED AS AN ALTERNATE PROVIDED THAT THEY ARE ACCESSIBLE O FD L00 D ---J P-TRAP PAN, RUN OVERFLOW WITH MINIMUM 2 COATS AND RECHARGABLE PER WH-PDI 201 AND APPROVED BY THE LOCAL AUTHORITY/CODE. LINE I EXTERIOR OF RUSTPROOF PRIMER FURNISH AND INSTALL APPROVED AIR CHAMBERS FOR ALL MAINS AND RISERS AT THE TOP, a (D J OF BUILDING AT 6" SPANNONG BETWEEN ACCESSIBLE AND RECHARGABLE PER WH-PDI 201 AND THE LOCAL AUTHORITY/CODE. - - - - - ABOVE GRADE OR THREADED RODS TO - - NEAREST APPROVED WATER HEATER - MAXIMUM SUPPORT WATER HEATER 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND INDIRECT WASTE. OF 30 GALLON CAPACITY. SAFEPAN. PROVIDE TEST TEE EQUIPMENT CONNECTIONS. PLUMBING FIXTURE SCHEDULE LU � WITH SCREWED COUNTER- i i COLUMN OR PARTITION PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT SUNK ABS PLASTIC PLUG: i AS SHOWN ON FLOOR PLAN 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. DECLYN WALL HUNG LAVATORY MODEL FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. TAPERED-THREAD WITH HANDICAP LAVATORY, AMERICAN STANDARD, X'. rn i i CLEANOUT FACE SHALL 321.075. WHITE WITH FAUCET AMERICAN STANDARD MODEL 2000.101. CONTRACTOR SET HEATER THERMOSTAT AT 1200F. 1FE JOINT COMPOUND. i BE WITHIN 4" OF WALL 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM HLAV TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. SUPPLY � SURFACE. PROVIDE FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR TRUBRO MODEL #102G HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. WHERE CLEANOUT TEE _ PIPE EXTENSION IF REQUIRED. SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS IS CONCEALED IN A AS PART OF THE PLUMBER'S WORK. HANDICAPPED WATER CLOSET - FLUSH VALVE, BOWL; FLOOR MOUNTED, SIPHON JET, CHASE OR PARTITION, VITREOUS CHINA WITH ELONGATED RIM AND A 1-1/2" TOP SPUD AND 18" HIGH AMERICAN PROVIDE A ROUND 18 i i 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM HWC STANDARD 3043.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN GAUGE STAINLESS STEEL i i DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY ROYAL #111 FLUSH VALVE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. COVER WITH BEVELED i OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WATER HEATER MOUNTING DETAIL EDGES AND FLATHEAD i i AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A MACHINE SCREW. i WHICH MAY HAVE BEEN DAMAGED. SK NOT TO SCALE i SLOAN POLARIS FAUCET # SL-2865 KITCHEN 5-9/16" SPREAD GOOSENECK 4" WRIST BLADE FAUCET . - a a 18.PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER a HANDLE » a' ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND GD FOOD WASTE DISPOSAL KENMORE 22-60572 1/3 H.P., 115V. MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. CONCRETE FR 1P F - - - TABLE 305.4 Q OS ROO WALL HYDRANT WITH AN11 SIPHON VACUUM BREAKER. ZURN MODEL Z 1321 C. FPWH PIPING SUPPORT SPACING 3 FLOOR 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS $ SLAB PANEL FOR ALL WALL CLEANOUTS. HANDICAP DRINKING FOUNTAIN, SUNROC MODEL NWCA-8, WALL MOUNTED BARRIER FREE, PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING y HDF SUPPLY ANY ADDITIONAL WALL CARRIERS REQUIRED FOR COMPLETE INSTALLATION. MUST (feet) (feet) 20.NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES MEET A.D.A. CODE. 115V, 5.1 A. WHERE USED AS RETURN AIR PLENUMS. ABS pipe 4 10 RD ROOF DRAIN: ZURN Z-100-RC. USE EXTENSION IF NEEDED. Aluminum pipe and tubing 10 15 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN OR ABOVE ELECTRICAL OR SERVER -` Brass pipe 10 10 ROOMS. W ° ° Brass tubing, 114-inch diameterNOT& WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V. 10 4.5 KW LOCHINVAR o� and smaller 6 10 PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM EM ETJ-030-KK. g E a� Brass tubing, 1%-inch diameter NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. o Z and larger 10 10 WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. GENERAL NOTES: Q Z a� $ Cast-iron pipeb 5 15 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH 1" THICK 1 - FIXTURE SHALL BE AS SHOWN OR EQUAL. o Copper or copper-alloy pipe 12 10 ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH 1" THICK ( ) Copper or copper-alloy tubing, (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 46R-2 OF S.F.B.C. � PP PP Y 9 ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. O 0 �g N -inch diameter and smaller 6 10 SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. - �'o a Copper or copper-alloy tubing, - - --- - -- - - a I- act 0 1%-Inch diameter and larger 10 10 24.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL Q O- U) CPVC pipe or tubing, 1 inch SHUT-OFF. SHOCK ARRESTOR SCHEDULE Q z ° �� and smaller 3 ,o� WALL CLEANOUT DETAIL o woo � CPVC pipe or tubing 114-inch NOT TO SCALE 25.WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNEC11ON c U U ` a o a- and larger 4 10c WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC Steel pipe 12 15 WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED A SIOUX CHIEF 652-A 1-11 1/2" Steel tubing 8 10 r WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. Lead pipe Continuous 4 B SIOUX CHIEF 653-8 12-32 3/4" PB pipe or tubing 22/3 26.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE (32 inches) 4 » » VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL C SIOUX CHIEF 654-C 33-60 1" PEX tubing 22/3 TOP WITH CO CAST IN COVER. PROVIDE CLEANOUT TOP CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ( ) WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO O ch 32 inches 10c MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ABBE 1010 STANDARDS. co PVC pipe 4 10c 27.THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF PRODUCT SUBMITTALS. N r FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. M - -- -- - DI " MEMBRANE CLAMP FLOOR SLAB ON GRADE SLOPE OF HOPM. DRAINAGE PIPE 1/2 DIA. HANGER RODS - A WITH 36" MAX. SPACING HANGER ROD -�- 3 O ON EACH CHANNEL � SIZE (orches) MINIMUM SLOPE (orch per foot) � � BAND 2-1/2 or less 1/4 = W Q . SAME SIZE AS SEWER 3 to 6 1/8 W UP TO 4" MAXIMUM. m AS REQUIRED FOR U 8 or larger 1/16 DEPTH OF SEWER ON H HUB AND SPIGOT L G SWEEP ELBOW AT Z CAST IRON PIPE END OR TURN OF RUN. TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 j 1-5/8" 12 GAGE BELOW FLOOR. 0 Q r PROVIDE DIELECTRIC CHANNEL OR COMBINATION WYE AND - - - - - - - - - - -- -- - - - INSERT AS RE D FOR EIGHTH W Q E G TH BEND IN RUN. . 2 x X1 4 / L SANITARY OR STORM -;:: .. . :..::::. .... ,;,::::::.,�:..:::,,:.::....: =. -- - _:::�.�:._:::��., DISSIMILAR MAT. PIPING SEWER LINE ENTER TOP OF PIPE. � 1 1 1 m LL u N ` - SIZE VIEW DIRECTION W = Z TRAPEZE HANGER FOR UP - -Lr OF FLOW . 0 U W QZ TO 1.000 LB, UNIFORM LOAD Z Z L ~ c Q LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS {, ADJUSTABLE CLEVIS HANGER OF PIPE GREATER THAN 45 DEGREES AT 50' INTERVALS a Z m 0 TYPE 1 IN SPECIFICATIONS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. f ►SEC '� 2 2006 m00 FOR LOW TEMPERATURE PIPE PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. T' W OR OPTIONAL FOR HOT PIPING. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. PERMIT ISSUED - Aj J Z CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. CONSTRUCTION ISSUED - 01 IZ NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. KAMM CONSULTING PROJECT#: 2005-1065 ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 TYPICAL PIPE HANGERS FLOOR CLEANOUT DETAIL WWw.kammcof ulting.com • Certification of Authorization#8189 NOT TO SCALE NOT TO SCALEL...w ...W.:�...:: . .... :. ::,:.. - - 4 06 O 0 Robert L Connors P E Florida License#52824 d O M a signed v a0 r w � O �, o 0 a V c SEE CIVIL FOR a CONTINUATION U �C 2r~ V A31 I ,/� �� �' /� CORRIDOR I = LOUNGE 4 MEN TANK �,1/� I 1/2 RAIMN N H�W� 124 o 1, - - PANSION �vuG t / MINI,-ONUp,�D 17�'� if v _ E Ex 2 I SE e0N Y 1 H AV 4 OR FPWH ---- -LA S-FORAGE = c° o to > 01 C -- ----- — -- R F ° CrHWQ ME a� WOMEN 1O _ CORRIDOR = I = Z PPER t3 O SOS( GO.,,.KER• , :.; 125 H _ U 3/4 t �/Z '/EfRIO• IOE ��/2 CASH VAULT H F = SERVER/ELEC. OFF{CE R 119 COUPON 127 = U) MOUNT BE LO� 128 _ z SINK PROVIDE 4 HOSE _ t V { Z 1--0001,00 U) INTERNET CAFEI _ 0 = WAITINGFW— $ c� co /�/y S.D. BOXES - g W 1 0 z : x 118 t � � = Z H -N LC CLOSET U 1/2 CHILDREN'S AREA IW— " c N 113 d a"o 112 W 2 OPPER J C t Z' SORE USE _ ,�� _ _ Q WORKROOM TELLERS t = JILL _ _ 115 'f t W DRIVE—UP TELLER _ DOMESTIC WATER ISOMETRIC = 117 = t WAITING t _= CHECK DESK 111 t AREA t CAP FOR FUTURE USE. - 108 COFFEE { : - - i 110 - _ FWI o DRIVE— P LANDS _: LOBBY GREETER 3 p t 109 (n STORAGE 102 JE W ° 061 � Q Z � o _= = - F.S.O #2 F.S.0 #1 MANAGER = 104 103 = __ W o„ VESTIBULEa a _ W Q hof ED 0CL O ' . U U - , c v:.i I `•, co4P� - ' N -- - Z CNC C) ._. J LL Q z o Q z LL g U a a W m LLW z . � T � C WATER LAN. Q U w Q Z L.�. FJ- 3�1s'=�'—o` NORTH um coo W Z PERMIT ISSUED - 0 CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Ej Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 www.kammconsulting.com IIiY Certification of Authorization#8189 g 09-14-06 o C� Robert L.Connors,P.E. Florida License#52824 date 0 M 0 signed a 0 $ 0 0 v v -d -Na I �, C 0 r_ � C_ M . a Q II 'I o c civ C.3 G z3 v 00 .C.:) '`� •_ � oo, V o M r > it _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o 2 L ZL a 9 = �� c FP2 P2 - - I - - o . ,:_ r_—I__ ­ ... . .._ _ . - --- _... - I- -- _._1 I - .­­. .. .. I - ­ - ­ . . , -- - I I �_ -_--. -. ,-,- — - __ . - - - — . %./ .. — ! : ; --­ - ` .. q % C4 1 — _ __ ` ­­ ­-­ .... 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I rr - .. .. _. -.- - ... . .... ..... . . ____.___ __ _. _... .-_._ - - "- - - r .2 i` i I - : .. __ - _ . i. i; . 9 I 3C I :- _ _. __ - .- I L { .. � : 5 VE 2 zti _, _ _ _ .. . {{ - N o .- : ,Y■� G H: r v i C _ _ -- .:- _ R W v - __ _.._�_. - - - - . _- . _t 1 - _ _.. _ 1. I _ _ -1/4" CO STRING Z ``;E2S 01 PROVIDE 1 CONDUIT WITH PULL STR L� . -- - __ _ .. a' c I _ FOR ATM COMMUNICATIONS. COORDINATE 0 Z .2.5j j a� 1 __ _ _ =_ __ = EXACT STUB LOCATIONS WITH SYSTEM PROVIDER a 8 0 a _- _ _ _ - - Q Z ­ i 2 =ii = = PRIOR TO ROUGH IN. ` 3 t:i . m ­ ._ I . _:t: . i.. r 2 = - _ _ = H -_ = O _ o� I ­ .-. r- _ _O - _ I _ 2 PROVIDE 1-1/4 CONDUIT WITH PULL STRING (� o °��' as --_L-L _ _ _= FOR ATM SECURITY. COORDINATE EXACT B w a'o _ . c'� . LOCATIONS WITH SYSTEM PROVIDER PRIOR TO (n v _ a __ ,= - - -- I-- Y a 3 %_ vc - Q .-,; % R UGH IN. - 0 d. O t w r C s - o ..,i , _ - i 3 W Q Z � 01 I 2 ` - 3 PROVIDE 1 CONDI.. IT WI` H 4tfi AND 1 X10 I" f 0 = „ M w00 _ � = N T PAN A i R ATM POWER. a GROU D 0 ..L 0 I t :` - - _ - : _ -_ -- a H _._ I XA �2 IR NTS F POWER - R NATE t U 1 .._: C00 D E CI::.::::::::::::I! EME OR U U f: _ = O = _ _ r. 1. r-- ` :'F, I WITH SYSTEM PROVIDER k - = AND STUB LOCATIONS f .h, ..__ - - .-I _`. ±.,-_-_--.---._: I - PRIOR TO ROUGH IN. j I :;t . _ - t :_,_: _ 1 :__: -_ __:. 0 . 4 PROVIDE 1 CONDUIT WITH PULL STRING FOR { .- :_ -' ri. ONS _ _:_ _ I : SIGN DATA. COORDINATE EXACT STUB LOCATI -__ z I _ = _= I. I WITH SYSTEM PROVIDER AND DBC PROJECT I � `: ,_ _-_- : % MANAGER PRIOR TO ROUGH IN. `' _ _ :' r j-; , r' - . 1 - - . -. _ ........ ..... 0 M M s` - -- , - _ �� 04 "LC-1". 7I :_ ; N 1 _. _._.,,_ _ _ 5 WIRE CIRCUIT THRU LIGHTING CONTACTOR LC 1 . _". :_. . _ 1. ,. a _,: = REFER TO AI N __ I i r,_-. __ _ . . CIO - _= O - _ . DET L 0 SHEET E21 i i ? .:i ------ - I t: : _ . _ . _ .. ___ .. . .. I '' I 6 LS "A A D B" t r O LOCATION OF PANE N :D < _ . _ _ ' t , ., 1. .. . .. 4i,. ... X .. -- -: ::..i - -- _ A }=- _... 2 _..Y _ P2 :r_. ---:. _ - -= .. _ -__ A-21 25 rNa - O £-; __-_""__ _:-_ -ter.- 2 i _ , _ . _: _ _ F P N A K ARD. �.r_t--_. a: =f ;_ . LOCATION 0 TELE HO E B C BO _ LL �__ __-.._x: .:`.{;r _ .. ..- .- , w - - ', 7 ........../` : - .. `z_` _ - wp : O BUILDING MAIN DISCONNECT SWITCH __ 2 P 5 _ 8 LOCATION OF V -- fr = : _ _ = I - AND METER. i W Q I - I =_ I 9 PROPOSED LOCATION OF BUILDING PAD MOUNTED m - ' I `_':._ _-_.-_ ;j; :_... ---- r= UTILITY TRANSFORMER. V - . () % % O `= - t. _ j ­,_` . SER\ACE RAL, REFER TO SHEET E5.1 FOR Z - - - - - - - - - - __ - - - - - --. r.. _ - _ _ -� - - - - - - - - _....._. i.; _ - - - - - - - �: - - - _ _ _ _ _ _ L.L.;_ - : _ REQUIREMENTS � � � Q r - 1. _ ___ 11 TELEPHONE CONDUIT, REFER TO DETAIL ON O Q :.. _ _ . -. LL ....... : _. - - SHEET E01 OR QUI - - _ _ _ - 9 - DETAIL ON _ - = O O E _ __" 12 CABLE TV CONDUITS, REFER TO ��� U J _ •_ ___ k I _ .....:......:..: .. .. _: _ _ - SHEET E0.1 FOR RE IREMENTS. LLI _... _..._ .._ -- __ - . __ .... .. ....__.. - -- _.... --_ _ ._ _ I _.:._.. -. _ --.__.._ ------ -_ -- - _ _ ' - — _..._.._ . -- - U- 11 I = --..__ .._ ..._.... _.-- .-_ --__- -----_- ......_. :.:: _ ...._.... . ............__ _..__ -... - - - - - --- --- .o U III— _ Z :?lb's ATLANTIC BLVD , 1, 5 C � Z U. Q .i ° v2 2006 m /IDEC, o � 9 1...J Vca PERMIT ISSUED - Lu � CONSTRUCTION ISSUED - 01 p Q KAMM CONSULTING PROJECT#: 2005-1065 1';�Rj � T E L �_'(-`._u IJ T � N `_-;.�-Iu PROJECT MANAGER: SCOTT MERIWETHER 10-10' NORTH 6859 Belfort Oaks Place M M Jacksonville,FL 32216 (N Phone 904.285.2009 Fax 904.285.3009 COMY www.kaTnmconsulting.com o Certification of Authorization#8189 O �� 8 09-14-06 s Robert L.Connors,P.E. Florida License#52824 date �O L?S14M o 0 signed �°v p � _ 0 v v � SCHEDULE OF BRANCH CIRCUIT PANEL "A" a U MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/120V, 34, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT, WITH SUB FEED LUGS. MOUNTING: SURFACE AIC SYMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A KVASE B KVASE C KVASE CKT TRIP COND. GND. WIRE DESCRIPTION p 00 LIGHTS #12 #12 3 4 20 1 1.3 3.8 2 60 1" #10 AHU-1 LIGHTS #12 #12 3 4 20 3 1.0 3.8 4 2 L LIGHTS #12 #12 3/4- 20 5 0.51.8 6 30 3 4 #10 #10 CU-1 c LIGHTS #12 #12 3/4- 20 7 0.5 1.8 8 2 = LIGHTS #12 #12f3/4- 20 9 1.2 4.3 10 60 1" #10 #6 AHU-2 LIGHTS #12 #12 20 11 1.3 4.3 12 2 LIGHTING EXTERIOR #12 #12 20 13 0.8 3.2 14 601" #10 #6 CU-2 Q BIJILD�VCI AVER/Ft ECTRI['_ei ROOM LIGHTING SIGNAGE #12 #12 20 15 06 32 16 2LIGHTING, DRIVE THRU #12 #12 20 17 0.1 16.2 18 60 1" #10 #6 AHU-3 SPARE - - - 20 19 - 6.2 20 2 t CONTROL ROAD SIGN 2#10 1#10 3 4 20 21 0.1 3.2 22 60 1" LIGHTING BLDG 2#10 1#10 3 4 20 23 0.3 3.2 24 2 0�o LIGHTING ROAD SIGN 2#10 1#1 3 4 20 25 1,074.3 26 60 1" #10 #6 AHU-4 0 0 LIGHTING, SITE 2#10 1#1 3 4 2 27 1.4 4.3 28 2 = oo, Ol 5 o) r 2 29 14 3.2 30 60 1" #10 #6 CU-4 c frrn Uo SPARE FOR ATM - - - 60 31 - 3.2 32 2 L 00 a•- T 33 - 0.8 34 20 3 4 #12 #12 CU RECEPTACLES V PANEL PANEL 3 35 - - 36 20 - - - SPARE UTILITY COMPANY 400A 3P S "A" "B" TVSS 4#10 #1 3 4 30 37 - - - - 38 20 _ _ _ SPARE PAD MOUNTED ��� 39 40 SPACE TRANSFORMER NEMA 3R S X. 41 - - 42 - - - - SPACE O 124/208V, 3�, 4W 400 17.9 18.2 14.9 KVA PER PHASE PANEL A U COORDINATE EXACT LOCATION AMP 8 7.2 9.6 9.2 KVA PER PHASE PANEL 8 WITH UTILITY COMPANY METER 25.1 27.$ 24.1 TOTAL KVA PER PHASE � � O BOND 10 208 233 200 AMPS PER PHASE 77.0 TOTAL KVA Q.. Z 2 ( ) NON-CONCURRENT LOAD W O z to 07 O o .- Z 4-500MCM & SCHEDULE OF BRANCH CIRCUIT PANEL B v N / 1#3 IN 4 y NZ MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/120V, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT J Z ^ co MOUNTING: SURFACE AIC SYMM: 22,000 •CAMIND g DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE CKT TRIP COND. GND. WIRE DESCRIPTION W KVA KVA KVA Z RECEPTACLES #12 #12 3 4 20 1 0.5 1.0 2 20 3 4 12 12 COPIER z N 4-500MCM - N--4-500MCM & APPLIANCE 12 12 3 4 20 3 1.0 0.8 4 20 3 4 12 12 RECEPTACLES n F- & W, IN 4" 1 1#3 IN 4" APPLIANCE 12 12 3 4 20 5 1.0 _0.8 6 20 3 4 12 12 RECEPTACLES W x REFRIGERATOR 12 12 3 4 20 7 1.0 0.2 8 20 3 4 12 12 RECEPTACLES U) H N RECEPTACLES 12 12 3 4 20 9 0.6 0.2 10 20 3/4" 12 12 RECEPT. SECURITY L) d A RECEPTACLES 12 12 3/4- 20 11 1.0 1.0 12 20 3/4" 12 12 RECEPT. WATER COOLER w "1 14 3 4 12 2 12 T VESTIBULE RECEPTACLES 12 12 3/4' 20 13 0.4 0.4 20 RECEP . VES ULE Q , a RECEPTACLES #12 1 #12 3/4- 20 15 0.4 0.6 16 20 - - - SPARE RECEPTACLES 12 12 3/4- 20 17 0.4 0.6 18 20 3 4 12 2 12 DRIVE THRU a 1 4 1 6 RECEPTACLES 12 12 3/4- 20 19 _0_.4T06 20 20 3/4- 12 2#12 DRIVE THRU G G RECEPTACLES 12 12 3/4- 20 21 1.0 - 22 20 - - - SPARE 0 J RECEPTACLES 12 12 3/4- 20 23 0.8 - 24 20 - - - SPARE _ G 5 RECEPTACLES 12 12 3/4 20 25 0.8 - 26 20 - - - SPARE -' 0- RECEPTACLES 12 12 3 4 20 27 0.8 - 28 20 - - - SPARE \0, C/W RECEPTACLES 12 12 3/4- 20 29 -0._4 - 30 20 - - - SPARE W G G RECEPTACLES 12 12 3/4- 20 31 0.7 - 32 20 - - - SPARE RECEPTACLES 12 12 3/4- 20 33 1.0 - 34 20 - - - SPARE 2 RECEPTACLES 12 12 3/4- 20 35 1.0 - 36 20 - - - SPARE 4 RECEPT., CASH MACH. 12 12 3/4- 20 37 1.2 - 38 20 - - - SPARE G GARBAGE DISPOSAL 12 12 3 4 20 39 1.0 2.2 40 0 3 4 1 10 WATER HEATER 3 SPARE - - - 20 41 - 2.2 42 2 7.2 9.6 9.2 KVA PER PHASE 60 83 1 82 AMPS PER PHASE 26.0 TOTAL KVA 10'-0" ELECTRICAL RISER DIAGRAM, NOT TO SCALE v o C 120 � KEY NOTES P� °_ W ° Z � O � Eit G)GJ 1 #1/0 GROUNDING ELECTRODE CONDUCTOR O Z ,r°,n c IN 3/4" SCHEDULE 40 PVC CONDUIT. Z C . O2 EXOTHERMIC CONNECTION. ELECTRICALLY CON- O 0 o TINUOUS STEEL REINFORCING BAR (20FT MIN. u- > o LENGTH) IN BOTTOM OF BUILDING FOUNDATION 0 O U ,ILLJ IN DIRECT CONTACT WITH EARTH. U) °'c vc A O3 10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN Q a- U j g' GROUND ELECTRODE. - LU Q Z ; °No Kai 4 EXOTHERMIC CONNECTION. (TYPICAL a Lu o O pIs 7 ' ° O \ ) o � V V � a � OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) #1/0 BONDING JUMPER AROUND FIRST VALVE. z OTERMINATE CONDUITS IN EXACT MANNER ANDO M LOCATION AS REQUIRED BY UTILITY COMPANY. 04 LEAVE 10 FT SLACK CONDUCTOR PER CONDUCTOR M FOR EXTENSION AND CONNECTION FOR UTILITY COMPANY. D O8 PROVIDE INTERMATIC "PG2500" SERIES TVSS w SYSTEM WITH 60KA SURGE CURRENT. �-- O �9 GROUND BAR. 10 NEUTRAL BAR. W W L.L m V � Z J i O a LU o U J M. w cn LL = LL] Z Q ZLL F 0 9 a m O �.. 00 -; DEC 212--;2006 w w g PERMIT ISSUED un z CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,FL 32216 m M Phone 904.285.2009 Far 904.285.3009 nsY www.kammconsulting.com o a, Certification of Authorization#8189 o 09-14-06 o Robert L.Connors,P.E. Florida License#52824date 0 o signed p 0 ROOFTOP EQUIP. CLEARANCE TABLE 3/8 X 5" LAG PITCH PANOR EQUAL NOTES a STEEL.PPE FLORIDA BUILDING CODE 2004 TABLE 1509.7 SCREW W/ WASHER " SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP-69, ANSI 831.1, 4X3/8 X2 PLATE UNIT r ISOLATOR PADS t THIS ROOF STAND�g AND ASME SUBSECTION NF WIDTH OF MECHANICAL UNIT MIN. CLEARANCE ABOVE ROOF SURFACE 5/8 PLYWOOD C—CHANNEL -L` UNDER UNIT 1MTH FLEA 0 DO OODE 2004 AND 00 NOMINAL (INCHES) (INCHES) #6005—TS ALUMINUM ALLOY (MIN. 4 PER UNIT) 15 LETpp-DADS CXX M'Y APPROVED. PIPE SIZE 1/2 3/4 1 4/ 4/ 2 4-/ 3 -�/ 4 5 6 8 10 12 14 16 18 20 24 30 N ACCEPTANCE NO; NOAf 02-071OLOG WATER < 24 14 c SET SCREW \ EXPi1ES 09-05-2007 MAXIMUM SERVICE 5 6 7 7 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32 33 FEET STEAM,GAS, 24 < 36 18 z I 2 ROOF STAND SHALL BE LiANI F. IR SERVIC 8 9 9 9 12 13 14 15 16 17 19 21 24 26 30 32 35 37 39 42 44 2x4 WOOD JOIST � BY AVCOA OOFORATION RECOMMEND, 36 < 48 24 _ - �� FT.LAtDAL.E.FLORIDA M ECO * 3/8 1/2 5/8 3/ 7/8 1 14/4 -4/2 PHONES (954)584'e001 HANGER DIAMETER 48 < 60 30 WOOD DECK C—CHANNEL ATTACHMENT PHO�� �oo� � � 212 ROD MAX RATED 610 1130 1810 2710 4960 8000 1,63 & CONTRACflOR 110 PRO�VDE NAND LOAD 1. BEAM LOAD CALCULA11ONS�AND 2 60 48 1/2-0 J—BOLT PITCH PAN OR EQUAL U #14 S.S. SCREW SEALED BY A FLOF�A o *HANGER ROD DIAMETERS MAY BE SELECTED BY PIPE SIZE ONLY AFTER A CHECK THAT THE SUPPORTED LOAD ROOF SYSTEM 4"X3/8"X2" PLATE T THRU RAIL AND CU STFIICTUFiAL ETICEEft FOR NON �L DOES NOT EXCEED THE MAX RATED LOAD OF THAT ROD DIAMETER, AND THAT A PARTICULAR ROD DIAMETER IS i IN EACH CORNER PFiE-APPRO� TIONS NOT REQUIRED BY THE COMPONENT TO WHICH THE ROD IS ATTACHED. UNIT HOUSING OUTLINE / �- I `\ I o NA6 1 4, VfiM hB(�TT AND LEN ITH OF w r FKXNWAND TO BE AS FEOIJ�BY COPPER TLU40 i BY FBC 2004`TABLE 19117 0 �p 000 TUBING SIZE 1/2 3/4 1 1-x/4 14•/2 2 24•/2 3 34-/2 4 5 6 8 10 12 STEEL JOIST I = SPAN (FEET) 5 5 6 7 8 8 9 10 11 12 13 14 16 18 19 I / Y i Z O HANGER ROD 1/4 3/8 1/2 5/8 3/4 7/8 U i - 3" RAIL (I—BEAM) $TEES. JOIST � #6061—T6 ALUMINUM ALLOY UNIT � � PVC PLASTIC PPE (MAX. 100' F) 3/8-X3-1/2- PITCH PAN OR EQUAL 1"X18 GAGE GALVANIZED STRAP Z WEDGE ANCHOR 4"X3/8"X2" PLATE W/ 90 TWIST, 8 PER UNIT, o W O 1 EACH SIDE OF EACH CORNER. U U PIPE SIZE 1/2 3/4 1 14/4 14/2 2 24-/2 3 34-/2 4 5 6 8 2" RECTANGULAR TUBING FASTEN W/ THREE #14 S.S. SMS o� ��% Z • N TO EQUIPMENT & I—BEAM. o SPAN (FEET) 3.5 3.5 4 4 4.5 4.5 5 5.5 5 6.26 6.5 6.75 7.5 #6061—T6 ALUMINUM O t I ALLOY UNIT 16 GAGE GALVANIZED (� O HANGER ROD 1/4 3/8 1/2 1/2 5/8 i' 1.75"0 ALUMINUM BRACKET EACH CORNER, ___- W , POST #6061—T6 4 PER UNIT, FASTEN g 4" W/TWO #14 S.S. SREWS / j Z co ONCRE TO EQUIPMENT & I—BEAM. ^ —BEAM 00 w ISOLATOR PADS - -- z R� UNDER UNIT 'N HANGER SPACING TABLE FOR PIPING ooNCRErE (MIN. 4 PER UNIT) I—BEAM �� .� z R NOT TO SCALE - - H R� W A/C ROOF EQUIPMENT MOUNTING DETAIL NOT TO SCALE Q g MAXIMUM PIPE/ TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 8 10 12 14 16 18 20 24 PIPE 7 ft 7 7 9 10 11 12 14 16 17 18 22 23 25 27 28 30 32 JLL TUBING 7 ft 6 7 8 8 9 10 12 13 14 16 — — — — — — — STRAP HANGERS TRAPEZE HANGERS — NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. STRAP OR TABLE 305.4 w ANGLE PIPING SUPPORT SPACING ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE ANGER » STRAPS ROD 1/2 DIA. HANGER RODS WITH 36" MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING ON EACH CHANNEL----*,, (feet) (feet) 60" MAX UNLESS FOOT BAND ABS pipe 4 10 OF STRAP Aluminum pipe and tubing 10 15 IS PLACED Brass pipe 10 10 UNDER A Brass tubing, 134—inch diameter BOTTOM and smaller 6 10 w REINFORCEMENT Brass tubing, 1%—inch diameter SCREWS 1 and larger 10 10 SCREWS MAY BE SIZE BOLTS) Cast—iron pipeb 5 15 FOR LOAD 1-5/8" 12 GAGE Copper or copper—alloy pipe 12 10 OMITTED IF HANGER LOOPS PROVIDE INSULATION CHANNEL OR Copper or copper—alloy pipe , TABLE 4-1 SHEILD & INSERT FOR 2"x2"X1/4" ANGLE � PP pp y g RECTANGULAR DUCT HANGERS ALL PIPING 1,4 Inch diameter and smaller 6 10 Copper or copper—alloy tubing, MINIMUM SIZE 1%—inch diameter and larger 10 10 _ MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT SIZE VIEW and smallerCPVC pipe tubing, 1 inch 3 10c g HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING TRAPEZE HANGER FOR UP CPVC pipe or tubing 1%—inch DUCT WIRE/ WIRE/ WIRE/ WIRE/ TO 1,000 LB. UNIFORM LOAD and larger 4 10c o 0 PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD Steel pipe 12 15 r a Steel tubing 8 10 U) ; — 10 GA „ 10 GA „ 12 GA 2 GA. Lead pipe Continuous 4 �' o C C 30" 1"x22 GA. » 1 x22 GA. » 1 x22 GA. w 1x22 GA. „ a 2 (.135 (.135 (.106 .106 PB pipe or tubing 22/3 W c P » w w » , w w w » (32 inches) 4 Z M `g = 72 1x18 GA. 3/8 1x20 GA. 1/4' 1x22 GA. 1/4" 1x22 GA. 1/4" PEX tubing 22/3 V.S c 2 — (32 inches) 10c O z Z 5 gj!� 2 = 96" 1"x16 GA. 3/8" 1"x18 GA. 3/8" 1"x20 GA. 3/8" 1"x22 GA. 1/4" PVC pipe 4 10c O _I O m SA! 2 = 120" 1.5"x16 GA. 1/2" 1"x16 GA. 3/8" 1"x18 GA. 3/8' 1"x20 GA. 1/4" HANGER ROD HANGER ROD 0 O () o R.$ W = p$� a T p`c w 2 = 168" 1.5"x16 GA. 1/2" 1.5" x16 G .1/2" 1"x16 GA. 1/2" 1"x18 GA. 3/8" Q c `o t t INSULATION (VAPOR INSULATION W Q ; C c; P- = 192" — 1/2" 1.5"x16 GA. 1/2" 1"x16 GA. 1/2" 1"x16 GA. 3/8" BARRIER TYPE IS > J Z 1? o Woo 2 HANGER ROD REQUIRED FOR LOW a P` � TEMPERATURE PIPE) o � a�o o� 2 = 193" UP SPECIAL ANALYSIS REQUIRED AS PER SMACNA TABLE 4-1 & FIG. 4-4 PROVIDE HIGH COMPRESSIVE INSULATION STRENGTH INSULATION INSERT UNDER INSULATION SHETLD. z 4 WELDCn a. O M 4 a INSULATION SHEILD N SADDLE / N 4 AT HANGER Z M 4 ° 4 ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER 0 ° 4� TYPE 44 IN SPECIFICATIONS TYPE-1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS LL ° FOR LOW TEMPERATURE PIPE FOR HOT PIPING, 0 a OR OPTIONAL FOR HOT PIPING. U STRAP W WASHER m NUT F- NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE Z FOR DUCTS UP TO 18" FOR DUCTS UP TO 36" moi J J MAXIMUM DIMENSION MAXIMUM DIMENSION F- DRIVE PIN THREAD STUD TYPICAL PIPE HANGERS LU 90 U)NOT TO SCALE �; U POWER ACTUATED FASTENERS .. ` ... R, Q U_ W m - - - - - - - - W O Q 1-- a a a I Z ° a U W J Z a. Q LL 4- < U Q Q y b A Q A 40 r bm'20� 2006 § Q co FOR DUCTS UP V = W TO 18" MAX. -� w z � DIMENSION PERMIT ISSUED - CONSTRUCTION ISSUED - 01 EXPANSION SHIELDS EXPANSION NAIL KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER CONCRETE ANCHORS �, 6859 Belfort Oaks Place 3 '4. Jacksonville,FL 32216 w� CN Phone 904.285.2009 Fax 904.285.3009M M ■ nsu www.kammconsulting.com c, r R� Certification of Authorization#8189 n FIBERGLASS BOARD DUCT HANGING DETAIL 09-14-06 r NOT TO SCALE Robert L.Connors,P.E. Florida License#52824 date M co0 signed v, o k u v PLUMBING PLUMBING NOTES Ea INDEX NOES 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 2. PITCH DRAIN FOR PROPER RUNOFF. P0•1 PLUMBING NOTES, LEGENDS, AND DETAILS 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT INITIAL DRAIN SEAL. LOCAL CODES, RULES AND ORDINANCES. FASTENERS 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP P2.1 SANITARY PLAN & ISOMETRIC 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE P2.2 ROOF DRAINAGE PLAN � ABOVE. (TYPICAL OF 4) CONDENSATE OVERFLOW. HIMSELF WITH ALL EXISTING CONDITIONS. I 3/8" HILTY INSERT HDI-3/800 ". (TYPICAL OF 4) 3. ALL MATERIALS SHALL BE NEW. P3.1 DOMESTIC WATER PLAN & ISOMETRIC d BAR JOIST STR CTURAL SUPPORT SYSTEM. Q A/C UNIT CLEANOUT (TYP.} VENT LINE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST • • a PERFORATED CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL °' � ' � '• ` • '� � • � ` CAP EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PITCH A PART OF THIS CONTRACT. Y U PL 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION UMBING LEGEND � Y DRAIN PAN AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PITCH I o d 6. PLUMBING CONTRACTOR SHALL SECURE AN A ., D PAY FOR ALL PERMITS, FEES, INSPECTION AND CO CL OUT SANITARY SEWER PIPING COLD WATER SUPPLY PLUMBING CONTRACTORT0 OBTAIN PERMIT AND SUBMITTALS PRIOR TO � 'o to A DRAIN PE >u oRHBEGINNING WORK OR ORDERING EQUIPMENT PLUMBING CONTRACTOR MUST BE PRESENT FOR F. TO MATCH DRAIN S 0.V SHUT-OFF VALVE VENT PIPING � ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. OUTLET SIZE. MIN. 4 GAL EXPANSION s TANK:. W:,::::..::: ::::::::.:::::::.::.. , I 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, OTC CLEAN OUT TO GRADE DOMESTIC COLD WATER PIPING 3 HEAT TRAP PIPING, EQUIPMENT, ETC. (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATER}. � � -` FD FLOOR DRAIN �------� HOT WATER PIPING (110'} O H ' °`� ; 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH CW DOMESTIC COLD WATERU { } HOT WATER TO FIXTURES ' L.-J a THIS DIMENSION IN INCHES MUST BE THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/DBC PROJECT Sr------� HOT WATER PIPING (140') U) :DAS SHOWN ON PLANS. PROVIDE A 210'F EQUAL TO THE MAXIMUM FAN SUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION. HW DOMESTIC HOT WATER --- HOT WA ~ ly S- TER RECIRCULATING PIPING a7 PROVIDE FULL PORT BALL TEMPERATURE AND THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES Z SHUT-OFF VALVES. 150 PSI PRESSURE ) RELIEF VALVE BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. HWR DOMESTIC HOT WATER RECIRCULATING �-CD-� CONDENSATE PIPING W O PROVIDE PIPE WITH TEST LEVER ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1 W.G. UNIONS, DIELECTRIC SIZED WITH AGA CGA PRIOR TO USE FOR FINAL U U / 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. HB HOSE BIBB �---CA-� COMPRESSED AIR PIPING Z e IF REQUIRED FOR TEMPERATURE STEAM EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. ty DISSIMILAR METALS. EQUAL TO MIN. 1/2 OF THE (a) ABOVE » VTR VENT THRU ROOF S--T&P� TEMPERATURE AND PRESSURE RELIEF O _O RATING 10X OVER PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRlCH FLOWGUARD GOLD FOR WATER .- KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A U � N DRAIN VALVE BY HEATING INPUT. WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION D HEATER MAUFACT. (c} EQUALS (a) + (b) + PIPE DIA. + Dd GATE VALVE �-SD-� STORM DRAIN PIPING 8 N THERMOSTAT AND + INSULATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. ._! Z ^ co PRESSURE REGU- PROVIDE A HARD 511-COPPER RELIEF Doo GLOBE VALVE G--S GAS PIPING D 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. N CHECK VALVE Cn g WITHTOR FURNISHED VALVE DISCHARGE PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. S-o-S PIPE RISE OR DROP m WITH WATER HEATER. LINE FULL SIZE OF Ito 3/4" PLYWOOD BELOW - -' VALVE OUTLET TO DRAW THRU UNIT CONDENSATE TRAP 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY w GAS SOLENOID VALVE �-J-� PIPE RISER UP Z F U � 9 WATER HEATER DRAIN RUN TO EXTERIOR NOT To scams MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR w M PAN AS PLATFORM. OF BUILDING AT 6" TO INSTALLATION. GAS COCK E CAPPED END OF PIPE o ORN ABOVE GRADE _ § a 4 NEAREST APPROVED WATER HAMMER ARRESTER (g- POINT OF CONNECTION w N 2" DEEP SAFEPAN. 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING 0 Q g INDIRECT WASTE. FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. a AIR CHAMBERS CAN BE USED AS AN ALTERNATE PROVIDED THAT THEY ARE ACCESSIBLE FD FLOOR DRAIN -�J P-TRAP PROVIDE A DRAIN PROVIDE 2" CHANNELS AND RECHARGABLE PER WH-PDI 201 AND APPROVED BY THE LOCAL AUTHORITY/CODE. PAN, RUN OVERFLOW WITH MINIMUM 2 COATS FURNISH AND INSTALL APPROVED AIR CHAMBERS FOR ALL MAINS AND RISERS AT THE TOP, a J OF BUILDING AT 6" SPANNONG BETWEEN EXTERIOR OF RUSTPROOF PRIMER LINE ACCESSIBLE AND RECHARGABLE PER WH-PDI 201 AND THE LOCAL AUTHORITY/CODE. _ ABOVE GRADE OR THREADED RODS TO 14.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND NEAREST APPROVED WATER HEATER - MAXIMUM SUPPORT WATER HEATER PROVIDE TEST TEES EQUIPMENT CONNECTIONS. PLTf 7alk UMBING FIXTURE SCHEDULE,INDIRECT WASTE. OF 30 GALLON CAPACITY. SAFEPAN. WITH SCREWED COUNTER- i i COLUMN OR PARTITIONw SUNK ABS PLASTIC PLUG: i AS SHOWN ON FLOOR PLAN 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR OL TOR PADS OR MATERIAL. HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL TIC. ADJUST TO SUIT PIPING ARRANGEMENT SHOWN IS SCHEMATAPERED-THREAD WITH i i CLEANOUT FACE SHALL FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. HLAV #0 MITE,ITE, WITH FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR j TFE JOINT COMPOUND. i BE WITHIN 4" OF WALL 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM SET HEATER THERMOSTAT AT 120'F. SURFACE. PROVIDE FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. SUPPLY WHERE CLEANOUT TEE = PIPE EXTENSION IF REQUIRED. SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS TRUBRO MODEL #102G HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. IS CONCEALED INA AS PART OF THE PLUMBER'S WORK. HANDICAPPED WATER CLOSET - FLUSH VALVE, BOWL; FLOOR MOUNTED, SIPHON JET, CHASE OR PARTITION, i 17.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM VITREOUS CHINA WITH ELONGATED RIM ANDA 1-1 2" TOP SPUD AND 18" HIGH AMERICAN PROVIDE A ROUND 18 i HWC STANDARD 3043.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN GAUGE STAINLESS STEEL i DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1 YEAR FROM DATE OFA PTANCE BY COVER WITH BEVELED OWNER. CORRECTION OF ANY DEFECTS SHALL BECOMPLETED WITHOUT ADDITIONAL CHARGE ROYAL #111 FLUSH VALVE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. EDGES AND FLATHEAD i AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A WATER HEATER MOUNTING DETAIL MACHINE SCREW. WHICH MAY HAVE BEEN DAMAGED. SK SINGL POLARIS FAUCET SL-2865 KITCHEN ON D SPREAD GOOSENECK # / NOT TO SCALE - - --- - - 18. CONCEALED PROVIDE ACCESS PANELS FOR ALL VALVES A ALL WATER HAMMER NTH 4" WRIST BLADE FAUCET HANDLES. d Q ° ARRESTORS ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND GD FOOD WASTE DISPOSAL KENMORE "22-6 057 " 1/3 H.P. 115V. 4411 MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. FROSTPROOF WALL HYDRANT WITH ANTI-SIPHON VACUUM BREAKER. ZURFLOOR CONCRETE TABLE 305.4 3 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS FPWH N MODEL Z-1321-C. $ PANEL FOR ALL WALL CLEANOUTS. PIPING SUPPORT SPACING SLAB HANDICAP DRINKING FOUNTAIN, SUNROC MODEL NWCA-8, WALL MOUNTED BARRIER FREE, HDF SUPPLY ANY ADDITIONAL WALL CARRIERS REQUIRED FOR COMPLETE INSTALLATION. MUST PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING 20.NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES MEET A.D.A. CODE. 115V 5 A o J. (feet) (feet) WHERE USED AS RETURN AIR PLENUMS. .1 0 RD ROOF DRAIN: ZURN Z-100-RC. USE EXTENSION IF NEEDED. r ; ABS pipe 4 10 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN OR ABOVE ELECTRICAL OR SERVER Aluminum pipe and tubing 10 15 ti: 10 10 ROOMS. P�cac4 Brass pipe OTE E�•I WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V. 10 4.5 KW LOCHINVAR W ° ��C� Brass tubing, 1%-inch diameter ETJ-030-KK. Z ` ` and smaller 6 10 PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. O Z 8 o t Brass tubing, 1%-inch diameter WITHIN 4 OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. GENERAL NOTES: and larger 10 10 » » Q Z 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE L COPPER WITH 1 THICK (1) - FIXTURE SHALL BE AS SHOWN OR EQUAL. O J O - 8 Cast-iron pipeb 5 15 ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH 1" THICK IL Q f- Copper or copper-alloy' pipe 12 10 i ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 46R-2 OF S.F.B.C. > U Copper or copper-alloy' tubing, 0 O 8 SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. W a� 1%-inch diameter and smaller 6 10 - -- -- - - - ": Copper or copper-alloy tubing, Q D- 24.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL .� -inch diameter and larger 10 10 WALL CLEANOUT DETAIL SHUT-OFF. SHOCK ARRESTOR SCHEDULE D W Q z ; ° ter; r CPVC pipe or tubing, 1 inch ��rqr CL W D O a '�° and smaller 3 10c NOT TO SCALE 25.WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION o U U - aL � CPVC pipe or tubing 13 -inch WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC aP o a- and larger 4 10c WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED A SIOUX CHIEF 652-A 1-11 1/2" Steel pipe 12 15 WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 3' Steel tubing 8 10 B SIOUX CHIEF 653-8 12-32 3/4 `r,. Lead pipe Continuous 4 26.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO PB pipe or tubing 22/3 PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL1 C SIOUX CHIEF 654-C 33-60 1" z (32 inches) 4 a TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION PEX tubing 22/3 WITH NO O o7 SCORIATED FOR UNFINISHED ACCESS DOOR REQUIRED. CONFORMS TO ANSI ASSE 1010 STANDARDS. M . .:. .:....:....... (32 inches) 10c MARKER, RECESSED FOR TILE, 27.THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF PRODUCT SUBMITTALS. / �y PVC pipe 4 10c FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. CNM MEMBRANE CLAMP FLOOR SLAB ON GRADE SLOPE F O E O HORIZ. DRAINAGE PIPE � 1/2- DIA. HANGER RODS ' 3 �--- O " HANGER ROD -so SIZE inches MINIMUM SLOPE inch per foot J WITH 36 MAX. SPACING (inches) { P ) ;r '� LL :. ON EACH CHANNEL BAND 2-1/2 or less 1/4 U SAME SIZE AS SEWER Wa 7 UP TO 4" MAXIMUM. 3 to 6 1/8 n/ m AS REQUIRED FOR U DEPTH OF SEWER 8 or larger 1/16 I•- P T HUB AND SPIGOT LONG SWEEP ELBOW A Z CAST IRON PIPE END OR TURN OF RUN. TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 3 .J BELOW FLOOR. I- ti 1-5/8" 12 GAGE COMBINATION WYE AND - LL - r PROVIDE DIELECTRIC CHANNEL OR '. EIGHTH BEND IN RUN. W O INSERT AS REQ D FOR 2x2 X1/4 ANGLE SANITARY OR STORM y . U > DISSIMILAR MAT. PIPING SEWER LINE ENTER TOP OF PIPE. LL (n LL U) O U It SIZE VIEW �---- - �---DIRECTION :' r H = Z -- �- OF FLOW U W f, TRAPEZE HANGER FOR UP Z Z U TO 1,000 LB. UNIFORM LOAD Q LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS a Z r. ADJUSTABLE CLEVIS HANGER OF PIPE GREATER THAN 45 DEGREES, AT 50 INTERVALSco TYPE 1 IN SPECIFICATIONS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. �✓� :TEC", 200 ID31FOR LOW TEMPERATURE PIPE PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. N A�' OR OPTIONAL FOR HOT PIPING, " W LOCATE CLEANOUTS WHERE THERE IS 18 CLEAR AROUND. PERMIT ISSUED _ o J Z CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. CONSTRUCTION ISSUED NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. KAMM CONSULTING PROJECT#: 2005-1065 ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE PROJECT MANAGER: SCOTT MERIWETHEBt r 6859 Belfort Oaks Place lacksonville,FL 32216 4tiore 90�285 2009 F ax 904 2B5 3009 TYPICAL PIPE HANGERS FLOOR CLEANOUT DETAIL „�,,, wwv�►.k Certiammconsulting.com fication of Authorization#8189 09-14-06 NOT TO SCALE NOT TO SCALE Robert L Connors,P.E. Florida License#52824 Lv date ID signed 00 O .oe� 0 0 D V X C X C SEE CIVIL FOR a � b CONTINUATION U 9 _ . I � �" _ 0 0 00 1,1/2 _ - V a. C J' - :. _ -- 1 1: .. . 2M" _ _ _ 3 /� r " \ 11,11/2 / i CORRIDOR I LOUNGE P. �1 "' 13/4 / "" GS MEN — f __ d :i _ _ 11: tpNK 1,1/2 I y ,1/2 pRp�oN _= Hwy – 24 _ 126 _ Y U ON 1 1 ?I = 123 1 _ - 0 Pp / I� nN�p _- s N C :,' L 1 Ex , SEE ON ; _ - - - -- - ( Y . �/ /2 ,G F __ - _ _ M zl*\ - - - _ = . 4 - _ _ - - o 3/ \ / FPWH H-LAV 1 c° o o \� � STORAGE C_O v, '4 ' . i___ — _ _ R F W = 129 _ o, �p ao 2>' C = ! � /2" WOMEN C _ _. 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I I I j r-, 11 I I 11" I . a, -� J 00 .�. 2006 w w PERMIT ISSUED '�F , ° i J g z "7 I () C---- ---ONSTRUCTION ISSUED �ED- 07 ----- � 'p" Q -- - KAMM CONSULTING PROJECT#: 2005-1065 k(NISS' � T E L � r,*,---�--u 'L' T � N "'..�--u PROJECT MANAGER: SCOTT MERIWETHER 1"=10' NORTH 6859 Belfort Oaks Place Jacksonville,FL 32216 - m M Phone 904.285.2009 Fax 904.285.3009 COMY www.kammconsulting.com411� 4: Certification of Authorization#8189 $ 09-14-06 0 a) Robert L.Connors,P.E. Florida License#52824 � O - 4) M % I -* 00 0 signed v O La, o a n SCHEDULE OF BRANCH CIRCUIT PANEL "A" a c MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT, WITH SUB FEED LUGS. MOUNTING: SURFACE AIC SYMM: 22.000 A PHASE B PHASE C PHASE V "tb DESCRIPTION WIRE GND. COND. TRIP CKT. KVA KVA KVA CKT TRIP COND. GND. WIRE DESCRIPTION o > LIGHTS #1 #12 3/4" 1 20 1 -1-.3 3.8 2 60 1" #10 AHU-1 3: p 'Lu UGHTS #1 #1 3 4 20 3 1.0 3.8 4 2 a LIGHTS #12 #1 3/4" 20 5 0.5 1.8 6 30 3/40 -#-116- #10 CU-1 LIGHTS #1 #1 3/4" 20 7 0.5 1.8 8 2 UGHTS #12 #12 3 4 20 9 1.2 1 4.3 10 60 1" #10 AHU-2 LIGHTS #12 #12 3Aw 20 11 1 1.3 14.3 12 2 LIGHTING EXTERIOR #12 #12 3/4- 20 13 0.8 3.2 14 60 1" #10 #6 CU-2 �'' q Q 00 0 BUIL_DadQ SE�/E=EC_T'R CA1 1 _[_SIN LIGHTING SIGNAGE #12 #12 3T4- 20 15 0.6 3.2 16 2 o U UGHTING DRIVE THRU #12 #12 3/4- 20 17 0.1 6.2 18 60 1" #10 #6 AHU-3 SPARE - - - 20 19 - 6.2 20 2 s CONTROL ROAD SIGN 2#10 1#10 3 4 20 21 0.1 3.2 22 60 1" #10 CU-3 a Y LIGHTING BLDG 2 10 1#1 3 4 20 23 0.3 3.2 24 2 0 LIGHTING ROAD SIGN #10 1#10 3 4 20 25 1.0 4.3 26 60 1" # 0 AHU-4 ' Fo o LIGHTING, SITE 2#10 1#1 3 4 2 27 1-TT-4.3 28 2 = oa, 2 29 14 3.2 30 60 1" #10 #6 CU-4 (0 ., �w- SPARE FOR ATM - - - 60 31 - 3.2 32 2 o, 81 o T 33 - 0.8 34 20 3 4 #12 #12 CU RECEPTACLES V PANEL PANEL 3 35 - - 36 20 - - - SPARE UTILITY COMPANY 400A 3P S "A" "B" TVSS 4#10 1#10 3 4 30 37 - - - - 38 20 40 - _ _ _ SPARE PAD MOUNTED NEMA 3R S 3 491 - - 42 - - - - SPACE SPACE O TRANSFORMER 17.9 18.2 14.9 KVA PER PHASE PANEL A F- 120/208V, 31�, 4W 400 COORDINATE EXACT LOCATION AMP 8 7.2 9.6 9.2 KVA PER PHASE PANEL 8 WITH UTILITY COMPANY METER 9 10 25.1 27.8 24.1 TOTAL KVA PER PHASE O BOND O 208 233 200 AMPS PER PHASE �' F- 77.0 TOTAL KVA I Q., (n 2 ( ) NON-CONCURRENT LOAD W ZO \ C/) 7 _ SCHEDULE OF BRANCH CIRCUIT PANEL "B" o \ / 4 500M CM & U M 1#3 IN 4 p W w S i MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/120V, 30, 4 WIRE F- n SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT +. Co - - MOUNTING: SURFACE AIC SYMM: 22,000Cn CROUND • g DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE CKT. TRIP COND. GND. WIRE DESCRIPTION M W KVA KVA KVA z RECEPTACLES 12 12 3 4 20 1 0.5 1.0 2 20 3 4 12 2 COPIER z -N 4-500MCM 4-500MCM & APPUANCE 12 12 3/4" 20 3 1.0 0.8 4 20 3/4" 12 12 RECEPTACLES �1n� ~' " " APPLIANCE 12 12 3 4 20 5 1. 0.8 6 20 3 4 12 12 R TA V U & IN 4 1 1 3 IN 4 0 ECEP CLES W # REFRIGERATOR 12 12 3 4 20 7 1.0 0.2 8 20 3/4- 12 12 RECEPTACLES X ;6 c+ 3 RECEPTACLES 12 12 3/4- 20 9 0.6 0.2 10 20 3/4- 12 12 RECEPT. SECURITY U d RECEPTACLES 12 12 3/4" 20 11 -1-0-T-1.0 12 20 3/4- 12 12 RECEPT, WATER COOLER w RECEPTACLES 12 12 3 4 20 13 0.4 0.4 14 20 3 4 12 2 12 RECEPT. VESTIBULE ^ g Q 4 v RECEPTACLES 12 12 3/4- 20 15 0.4 0.6 16 20 - - - SPARE 1 4 1 6 RECEPTACLES 12 12 3/4- 20 17 0.4-r-0.6 18 20 3/4- 12 2#12 DRIVE THRU a RECEPTACLES 12 12 3/4 20 19 0.4 0.6 20 20 3 4 12 2#12 DRIVE THRU G G RECEPTACLES 12 12 3/4' 20 21 1.0 - 22 20 - - - SPARE 0 J RECEPTACLES 12 12 3/4" 20 23 0.8 - 24 20 - - - SPARE G RECEPTACLES 12 12 3/4- 20 25 0.8 - 26 20 - - - SPARE -- �p. 5 RECEPTACLES 12 12 3/4 20 27 0.8 - 28 20 - - - SPARE to G G X04 C/W RECEPTACLES 12 12 3/4- 20 29 0.4 - 30 20 _ _ _ SPARE W RECEPTACLES 2 12 3 4 20 31 0.7 - 32 20 SPARE RECEPTACLES 2 12 3 4 20 33 1.0 - 34 20 - - - SPARE X\ 2 RECEPTACLES 12 12 R3/4- 4 20 35 1.0 - 36 20 - - - SPARE 4 RECEPT., CASH MACH. 12 12 20 37 1.2 - 38 20 - - - SPARE G GARBAGE DISPOSAL 12 12 4 20 39 1.0 2.2 40 0 3 4 1 1 10 WATER HEATER 3 SPARE - - - 20 41 7.2 9.6 9.2 KVA PER PHASE 60 83 82 AMPS PER PHASE 26.0 TOTAL KVA 10-0" ELECTRICAL RISER DIAGRAM, NOT TO SCALE 0 o Cn ; koIE-S� KEY NOTES w 0 Z E c E9 it O1 #1/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" SCHEDULE 40 PVC CONDUIT. O Z o Q Z a o O2 EXOTHERMIC CONNECTION. ELECTRICALLY CON- 0 0 TINUOUS STEEL REINFORCING BAR (20FT MIN. LL Q LENGTH) IN BOTTOM OF BUILDING FOUNDATION p 0 _$ � IN DIRECT CONTACT WITH EARTH. W W 10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN a O GROUND ELECTRODE. _ W Q Z '6 r O EXOTHERMIC CONNECTION. (TYPICAL) E W V 0 a P `�c v IE at`o 01 OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) #11/0 BONDING JUMPER AROUND FIRST VALVE. z Oj TERMINATE CONDUITS IN EXACT MANNER AND LOCATION AS REQUIRED BY UTILITY COMPANY. 0CY) LEAVE 10 FT SLACK CONDUCTOR PER CONDUCTOR M FOR EXTENSION AND CONNECTION FOR UTILITY COMPANY. < PROVIDE INTERMA71C "PG2500" SERIES TVSS SYSTEM WITH 60KA SURGE CURRENT. 0 LL 9 GROUND BAR. 0 = O10 NEUTRAL BAR. W Q W m U_ Z J 0 Q w p LL W m . , LL U 0 [� _ = W z z LL m 00 2 2006 UJ PERMIT ISSUED - - cz � CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place m m Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 www.kammconsulting.com • �, �Y Certification of Authorization#8189 o 09-14-06 o Robert L.Connors,P.E. Florida License#52824 date 0 a signed g o 0 v .r - NOTES > c c ROOFTOP EQUIP. CLEARANCE TABLE 3/8 X 5 LAG PITCH PANOR EQUAL . a FLORIDA BUILDING CODE 2004, TABLE 1509.7 SCREW W/ WASHER v SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP-69, ANSI 831.1, 4"X3/8"X2" PLATE UNIT ISOLATOR PADS 1 THIS ROOF STAND IS , AND ASME SUBSECTION NF WIDTH OF MECHANICAL UNIT MIN. CLEARANCE ABOVE ROOF SURFACE 5/8 PLYWOOD C-CHANNEL UNDER UNIT WITH FLORA BLDQ CODE 2004 AND NOMINAL 1/23/4 1 4 2 4 3 4 4 5 6 8 10 12 14 16 18 20 24 30 (INCHES) (INCHES) N #6005-TS ALUMINUM ALLOY {MIN. 4 PER UNIT) 1g hETpO•-pADE COUNTY APpRO'VED. PIPE SIZE / / / / ACCEPTANCE NO NOA#02-070M < 24 14 '-' MAXIMUM WATER 5 6 7 7 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32 33 o SET SCREW ` ` E �� � o0o 0 A SERVICE24 < 36 18 �, _ 2 FIlOOF STAND SHALL BE MAIW. v�FPEET� STEAM,GAS, 81 9 9 9 12 13 14 15 16 17 19 21 24 26 30 32 35 37 39 42 44 ntw/ � � BY'AVOW COFPORAIMCIL IR SERVICE2x4 WOOD JOIST •� FT.L ALDXDAL F,FLORA I AMETE * 3/8 1/2 5/8 3/ 7/8 1 1-4/4 4/2 36 < 48 24ILN DIAMETER PHONS �)�� a HANGER ROD MAX RATED 48 < 60 30 WOOD DECK C—CHANNEL ATTACHMENT Pf�OPE� (SM)2W722 LOAD 610 1130 1810 2710 4960 8000 1,63 & CONTRAG'TIOR TO PFK NDE WIND 2 60 48 1/2"0 J-BOLT PITCH PAN OR EQUAL I--BEAM LOAD CALCULATIONS SKB�AND Y U *HANGER ROD DIAMETERS MAY BE SELECTED BY PIPE SIZE ONLY AFTER A CHECK THAT THE SUPPORTED LOAD #14 S.S. SCREW SEAL®BY A FLORA FEMI�D DOES NOT EXCEED THE MAX RATED LOAD OF THAT ROD DIAMETER, AND THAT A PARTICULAR ROD DIAMETER IS ROOF SYSTEM 4"X3/8"X2" PLATE //T THRU RAIL AND CU al L C'TURAL BdCar�t FOR NON �C NOT REQUIRED BY THE COMPONENT TO WHICH THE ROD IS ATTACHED. UNIT HOUSING OUTLINE //r/ \\ IN EACH CORNER F'AE-APPHO'V®OON�G1lT10N� I o N / I «rr-��l TU�VC� 4, WDTH,I'BC;wTT APD LBVdTH 4F // I FKXNWAND TO BE AS BY c(0 > o BY FBI 2004`TABLE 191L7 ° co in a o TUBING SIZE 1/2 3/4 1 14/4 14/2 2 24-/2 3 34•/2 4 5 6 8 10 12 STEEL JOIST SPAN (FEET) 5 5 6 7 8 8 9 10 11 12 13 14 16 18 19 // Y / p HANGER ROD 1/4 3/8 1/2 5/8 3/4 U STEEL JOIST \ I // #60611LT6 ALUMINUM ALLOY UNIT PVC PLASTIC PPE (MAX. 100' F) 3/8"X3-1/2" PITCH PAN OR EQUAL 1"X18 GAGE GALVANIZED STRAP o _I �- Cl) WEDGE ANCHOR 4"X3/8"X2" PLATE W/ 90 TWIST, 8 PER UNIT, i` o W O 1 EACH SIDE OF EACH CORNER. U U PIPE SIZE 1/2 3/4 1 14/4 14/2 2 2-}/2 3 34•/2 4 5 6 8 2" RECTANGULAR TUBING FASTEN W/ THREE #14 S.S. SMS o0 r z N TO EQUIPMENT & I-BEAM. v� SPAN (FEET) 3.5 3.5 4 4 4.5 4.5 5 5.5 5 6.26 6.5 6.75 7.5 s #6061-T6 ALUMINUM = O O ALLOY UNIT 16 GAGE GALVANIZED HANGER ROD 1 4 3 8 1 2 1 2 5 8 i' 1.75"0 ALUMINUM _ / / / / / BRACKET EACH CORNER, w POST #f 061-T6 4 PER UNIT, FASTEN Q g 4 W/TWO #14 S.S. SREWS , J Z ^ co �ONCRE TO EQUIPMENT & I-BEAM. — ^ I-BEAM m w Uj ISOLATOR PADS - --- � z R� UNDER UNIT I-BEAM Z -`� HANGER SPACING TABLE FOR PIPING cMIN. 4 PER UNIT)- ALTERNATE CD L) 159 � NOT TO SCALE _ ._ w M F- o cif - R� _ A/C ROOF EQUIPMENT MOUNTING DETAIL w ^ d ;;:, og NOT TO SCALE MAXIMUM PIPE/ TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4" 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 8 10 12 14 16 18 20 24 a PIPE 7 ft 7 7 9 10 11 12 14 16 17 18 22 23 25 27 28 30 32 J LL TUBING 7 ft 6 7 8 8 9 10 12 13 14 16 - - - - - - - STRAP HANGERS TRAPEZE HANGERS — — 1n NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. STRAP OR TABLE 305.4 w ANGLE PIPING SUPPORT SPACING ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE ANGER ROD 1/2" DIA. HANGER RODS STRAPS WITH 36" MAX. SPACING PIPING MATERIAL MAXIMUM HOR1Z. SPACING MAXIMUM VERT. SPACING ON EACH CHANNEL-­A, (feet) feet 60" MAX UNLESS FOOT BAND ABS pipe 4 10 OF STRAP Aluminum pipe and tubing 10 15 IS PLACED Brass pipe 10 10 UNDER A Brass tubing, 1%-inch diameter BOTTOM and smaller 6 10 » REINFORCEMENT Brass tubing, 1%-inch diameter SCREWS 1 and larger 10 10 SCREWS MAY BE SIZE BOLT(S) " pip Cast-iron 1 eb 5 15 FOR LOAD 1-5/8 12 GAGE Copper or copper-alloy pipe 12 10 OMITTED IF HANGER LOOPS TABLE 4—i PROVIDE INSULATION CHANNEL OR Copper or copper-alloy tubing, SHEILD & INSERT FOR 2x2 X1/4 ANGLE 1 -inch diameter and smaller 6 10 RECTANGULAR DUCT HANGERS ALL PIPING Copper or copper-alloy tubing, MINIMUM SUE 1%—inch diameter and larger 10 10 SIZE VIEW CPVC pipe or tubing, 1 inch 0 MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT and smaller 3 10c HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING TRAPEZE HANGER FOR UP CPUC pipe or tubing 134-inch DUCT WIRE/ WIRE/ WIRE/ WIRE/ TO 1.000 LB. UNIFORM LOAD and larger 4 10c o PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD Steel pipe 12 15 r Steel tubing 8 10 ; P = „ 10 GA 10 GA „ 12 GA „ 2 GA. Lead pipe Continuous 4 o C 30 1 x22 GA. » 1 x22 GA. » 1 x22 GA. » 1 x22 GA. � a c� .135 135 106 .106 1° -v 2 (• �• PB pipe or tubing 22/3 W o ,g p - (32 inches) 4 Z 2 72" 1"x18 GA. 3/8" 1"x20 GA. 1/4' 1"x22 GA. 1/4" 1"x22 GA. 1/4" PEX tubing 22/3 � p 'i (32 inches) 10c O Z R w w w w w w w w 2 = 96 1"A 6 GA. 3/8 1x18 GA. 3/8 1 x20 GA. 3/8 1 x22 GA. 1/4 PVC pipe 4 10c of J z LL 2 = 120" 1.5"x16 GA. 1/2" 1"x16 GA. 3/8" 1"x18 GA. 3/8' 1"x20 GA. 1/4* HANGER ROD HANGER ROD > V ° O = �: P- = 168" 1.5"x16 GA. 1/2" 1.5" x16 G .1/2" 1"x16 GA. 1/2" 1"x18 GA. 3/8" U) � ls o c 2 INSULATION VAPOR INSULATION W < 1 o��r= P- - 192" - 1/2" 1.5"x16 GA. 1/2" 1"x16 GA. 1/2 1"x16 GA. 3/8" BARRIER TYPE IS c J Q Z =K. 2 HANGER ROD REQUIRED FOR LOW a V 0ac � TEMPERATURE PIPE) v 1` a Etas 2 = 193" UP SPECIAL ANALYSIS REQUIRED AS PER SMACNA TABLE 4-1 & FIG. 4-4 PROVIDE HIGH COMPRESSIVE INSULATION STRENGTH INSULATION INSERT UNDER INSULATION SHEILD. z v. WELD O cc i d SADDLE INSULATION SHEILD Z N a 4 AT HANGER z co ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER OJ ° a' TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS w a ° FOR LOW TEMPERATURE PIPE FOR HOT PIPING. 0 3 a OR OPTIONAL FOR HOT PIPING. U STRAP W WASHER m NUT 0 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. U Z ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE FOR DUCTS UP TO 18" FOR DUCTS UP TO 36" Q MAXIMUM DIMENSION MAXIMUM DIMENSION IJ- 0 Q DRIVE PIN THREAD STUD TYPICAL PIPE HANGERS w o POVMR ACTUATED FASTENERS NOT TO SCALE J LL W coco �"71 U 10 a W O �' ° ° va D = Z U Q a v a d - J Z J Q U. �- ° A' a ;. �+ v ^d ° v � Q m co \ 2006 O FOR DUCTS UP LLJ TO 18" MAX. z DIMENSION PERMIT ISSUED - w Z � CONSTRUCTION ISSUED - Q1 EXPANSION SHIELDS EXPANSION NAIL KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER CONCRETE ANCHORS 6859 Belfort Oaks Place 3 M MJacksonville,FL 32216 ;T CN Phone 904.285.2009 Fax 904,285.3009 , ■ 1KY www.kammconsulting.comN. Certification of Authorization#8189 FIBERGLASS BOARD DUCT HANGING DETAIL 09-14-06co o Robert L.Connors,P.E. Florida License#52824 r NOT TO SCALE � d M i signed 0 $ o': 0 v V TCL PLUMBING NOTES PLUMBING SHEEINDEX � U NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP P0.1 PLUMBING NOTES, LEGENDS, AND DETAILS 2. PITCH DRAIN FOR PROPER RUNOFF. 3MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE . PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT INITIAL DRAIN SEAL. LOCAL CODES, RULES AND ORDINANCES. P2.1 SANITARY PLAN & ISOMETRIC o .-� EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS <C) 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND > ABOVE. (TYPICAL OF 4) CONDENSATE OVERFLOW. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE P2.2 ROOF DRAINAGE PLAN ; o HIMSELF WITH ALL EXISTING CONDITIONS. 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) 3. ALL MATERIALS SHALL BE NEW. P3.1 DOMESTIC WATER PLAN & ISOMETRIC BAR JOIST STR CTURAL SUPPORT SYSTEM. Q v : '.a • i - • .a '• • o • Q • e ' : . o- •. • • .a ' A/C UNIT CLEANOUT (TYP.) VENT LINE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST PERFORATED CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL CAP EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE o U A PART OF THIS CONTRACT. PITCH S 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION PLUMBING LEGEND Y DRAIN PAN AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ' c PITCH ,� c �, i COLD WATER SUPPLY -� 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND CO CLEAN OUT SANITARY SEWER PIPING ` to Tt.?.::IMA:::,.:R.;:. .FA ...,: _ TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO o (D n c��0 „s a_ .. DRAIN PIPE c0 a� MIN. 4 GAL EXPANSION TO MATCH DRAIN u BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR S.O.V. SHUT-OFF VALVE ----S VENT PIPING ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. TANS:..; ... OUTLET SIZE. s COTC CLEAN OUT TO GRADE - DOMESTIC COLD WATER PIPING fir- 3 HEAT TRAP W.: 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, (OMIT IF HEAT TRAP IS AN FD FLOOR DRAIN ----; HOT WATER PIPING (110') PIPING, EQUIPMENT, ETC. O INTEGRAL PART OF HEATER). HOT WATER TO FIXTURES 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH CW DOMESTIC COLD WATER Sr---- HOT WATER PIPING (140') (n AS SHOWN ON PLANS. PROVIDE A 210'F THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/DBC PROJECT (a) THIS DIMENSION IN INCHES MUST BE MANAGER PRIOR TO BEGINNING CONSTRUCTION. PROVIDE FULL PORT BALL TEMPERATURE AND EQUAL TO THE MAXIMUM FAN SUCTION HW DOMESTIC HOT WATER ---JS HOT WATER RECIRCULATING PIPING Cl) SHUT-OFF VALVES. 150 PSI PRESSURE THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES 9. VERIFY LOCATION SIZE DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES HWR DOMESTIC HOT WATER RECIRCULATING -CD-� CONDENSATE PIPING w o PROVIDE PIPE RELIEF VALVE BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. (,� U UNIONS, DIELECTRIC WITH TEST LEVER ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. HB HOSE BIBS SCA--S COMPRESSED AIR PIPING Z • IF REQUIRED FOR SIZED WITH AGA/CGA PRIOR TO USE FOR FINAL 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. Cl) DISSIMILAR METALS. TEMPERATURE STEAM EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE Q w RATING 10% OVER EQUAL TO MIN. 1/2 OF THE (a) ABOVE COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. VTR VENT THRU ROOF sr--T&P� TEMPERATURE AND PRESSURE RELIEF _O DRAIN VALVE BY PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER V HEATING INPUT. of N HEATER MAUFACT. KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A GATE VALVE SD-� STORM DRAIN PIPING H g N THERMOSTAT AND (c) EQUALS (a) + (b) + PIPE DIA. + WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION J Z PRESSURE REGU- PROVIDE A HARD + INSULATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. pOQ GLOBE VALVE G-i GAS PIPING - • 1 ^ LATOR FURNISHED COPPER RELIEF g WITH WATER HEATER. VALVE DISCHARGE 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. N CHECK VALVE 5-a-� PIPE RISE OR DROP M Lu LZO „ LINE FULL SIZE OF PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. w Z Co 3/4 PLYWOOD BELOW - - VALVE OUTLET TO DRAW THRU UNIT CONDENSATE TRAP I�4 GAS SOLENOID VALVE �--}•� PIPE RISER UP Z ~ g WATER HEATER DRAIN RUN TO EXTERIOR 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY (� U N OF BUILDING AT 6 NOT TO SCALE PAN AS PLATFORM. " MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR � H X6 M Im ABOVE GRADE OR TO INSTALLATION. GAS COCK E- CAPPED END OF PIPE (n = I a " NEAREST APPROVED 4 WATER HAMMER ARRESTER {�-- POINT OF CONNECTION w 2 DEEP SAFEPAN. INDIRECT WASTE. 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING f 0 Q a PROVIDE A DRAIN » FIXTURES, SIZED AND LOCATED PER MANUF. S INSTALLATION INSTRUCTIONS AND WH-PDI 201. ®FD FLOOR DRAIN P-TRAP PAN, RUN OVERFLOW PROVIDE 2 CHANNELS AIR CHAMBERS CAN BE USED AS AN ALTERNATE PROVIDED THAT THEY ARE ACCESSIBLE a WITH MINIMUM 2 COATS AND RECHARGABLE PER WH-PDI 201 AND APPROVED BY THE LOCAL AUTHORITY/CODE. J LINE TO EXTERIOR OF RUSTPROOF PRIMER FURNISH AND INSTALL APPROVED AIR CHAMBERS FOR ALL MAINS AND RISERS AT THE TOP, OF BUILDING AT 6" SPANNONG BETWEEN ACCESSIBLE AND RECHARGABLE PER WH-PDI 201 AND THE LOCAL AUTHORITY/CODE. ABOVE GRADE OR THREADED RODS TO NEAREST APPROVED WATER HEATER - MAXIMUM SUPPORT WATER HEATER 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND INDIRECT WASTE. OF 30 GALLON CAPACITY. SAFEPAN. PROVIDE TEST TEE - r EQUIPMENT CONNECTIONS. PLUMBING FIXTURE SCHEDULE w WITH SCREWED COUNTER- i i COLUMN OR PARTITION PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT SUNK ABS PLASTIC PLUG: AS SHOWN ON FLOOR PLAN 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. DECLYN WALL HUNG LAVATORY MODEL FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. TAPERED-THREAD WITH HANDICAP LAVATORY, AMERICAN STANDARD, i i CLEANOUT FACE SHALL HLAV #0321.075. WHITE, WITH FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR SET HEATER THERMOSTAT AT 120'F. TFE JOINT COMPOUND. i BE WITHIN 4" OF WALL 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. SUPPLY SURFACE. PROVIDE FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR TRUBRO MODEL #102G HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. WHERE CLEANOUT TEE _ PIPE EXTENSION IF REQUIRED. SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS IS CONCEALED INA AS PART OF THE PLUMBER'S WORK. HANDICAPPED WATER CLOSET - FLUSH VALVE BOWL; FLOOR MOUNTED SIPHON JET CHASE OR PARTITION, » ' i VITREOUS CHINA WITH ELONGATED RIM ANDA 1--1/2 TOP SPUD AND 18 HIGH AMERICAN PROVIDE A ROUND 18 i i 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM HWC STANDARD 3043.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN GAUGE STAINLESS STEEL i i DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY ROYAL #111 FLUSH VALVE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. COVER WITH BEVELED i i OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WATER HEATER MOUNTING DETAIL EDGES AND FLATHEAD AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A MACHINE SCREW. i WHICH MAY HAVE BEEN DAMAGED. SK " NOT TO SCALE i SLOAN POLARIS FAUCET # SL-2865 KITCHEN 5-9/16 SPREAD GOOSENECK WITH 4" WRIST BLADE FAUCET HANDLES. - - -- - - - - ° a 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER .:.::::......�.. ..:::...:.:.:::. z ° SAME RATING AND RE "22 572" 1 ARRESTORS. ACCESS WALLS MUST M GD FOOD WASTE DISPOSAL KENMO -60 /3 H.P., 115V. MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. : FPWH 'TABLE 305.4 Q CONCRETE FROSTPROOF WALL HYDRANT WITH ANTI-SIPHON VACUUM BREAKER. ZURN MODEL Z-1321-C. _ PIPING SUPPORT SPACING ,y FLOOR 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS SLAB PANEL FOR ALL WALL CLEANOUTS. HANDICAP DRINKING FOUNTAIN, SUNROC MODEL NWCA-8, WALL MOUNTED BARRIER FREE, PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING HDF SUPPLY ANY ADDITIONAL WALL CARRIERS REQUIRED FOR COMPLETE INSTALLATION. MUST feet feet 20.NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES (feet) (feet) MEET A.D.A. CODE. 115V, 5.1 A. WHERE USED AS RETURN AIR PLENUMS. t ABS pipe 4 10 RD ROOF DRAIN: ZURN Z-100-RC. USE EXTENSION IF NEEDED. (n ; OC Aluminum pipe and tubing 10 15 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN OR ABOVE ELECTRICAL OR SERVER ii: Brass pipe 10 10 ROOMS. W ° _ WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V. 10 4.5 KW LOCHINVAR 0 c:2 Bross tubing, 114-inch diameter NOTE EM ETJ-030-KK. Z `E g i and smaller 6 10 PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM Brass tubing, 1 -inch diameter NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. Z g and larger 10 10 WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. GENERAL NOTES: Q Z C o Cast-iron pipeb 5 15 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH 1" THICK 1 - FIXTURE SHALL BE AS SHOWN OR EQUAL. o _j 01A 0. r r r- it i 1 ARM N WHERE I PLENUM. PV PIN " ( ) U_ Q �'� Copper o copper a oy pipe 2 10 ARMAFLEX INSULATIO E E USED N A RETURN AIR PLE U CPI G WITH 1 THICK (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 4fiR-2 OF S.F.B.C. U g K� Copper or copper-alloy tubing, ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. 0 Q N 1%-inch diameter and smaller 6 10 SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. °'�o a Copper or copper-alloy tubing, 1%-inch diameter and larger 10 10 24.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHOCK ARRESTOR SCHEDULE W Q CD Z ; CPVC pipe or tubing, , inch WALL CLEANOUT DETAIL SHUT-OFF. 'Woo V G and smaller 3 10c NOT TO SCALE " a U U aL CPVC pipe or tubing 134-inch 25.WATER PIPING INSULATION SHALL BE 1 THICK ARMAFLEX INSTALLED IN ACCORDANCE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION v >` aL ONE and larger 4 10c WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC Steel pipe 12 15 WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED A SIOUX CHIEF 652-A 1-11 1/2" Steel tubing 8 10 WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. Lead pipe Continuous 4 B SIOUX CHIEF 653-B 12-32 3/4" PB pipe or tubing 22/3 26.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO 32 orches 4 PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE » ( ) VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL C SIOUX CHIEF 654-C 33-60 1 PEX tubing 22 3 TOP WITH CO CAST IN COVER. PROVIDE CLEANOUT TOP CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 9 / WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO c+v (32 inches) 10c ' MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED ACCESS R REQUIRED. CONFORMS TO ANSI ASSE 1010 STANDARDS. O co PVC pipe 4 10c FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. 27.THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF PRODUCT SUBMITTALS. C S D00 EQU ED CO / N - - - : - .. = - MEMBRANE CLAMP FLOOR SLAB ON GRADE SLOPE OF HORIZ. DRAINAGE PIPE i:. 1/2- DIA. HANGER RODS ' 3 WITH 36" MAX. SPACING HANGER ROD -�- _ SIZE (inches) MINIMUM SLOPE (inch per foot) U. ON EACH CHANNEL Q 2-1/2 or less 1/4 _ BAND Q LLI SAME SIZE AS SEWER 3 to 6 1/8 n/ m UP TO 4" MAXIMUM. LL AS REQUIRED FOR U DEPTH OF SEWER 8 or larger 1/16 U HUB AND SPIGOT LONG SWEEP ELBOW AT ZQ CAST IRON PIPE END OR TURN OF RUN. TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 .J J W FLOOR. r L._. » BELO L00 i - - - ------ - ----r- U a 1-5/8 12 GAGE COMBINATION WYE AND W 0 PROVIDE DIELECTRIC i 0 CHANNEL R L 0 » » - ... I:. ..iii. .i::.. ...... : ........ ...... ... ... _ ..... ....... .. ............ - ........... .. ... :_.. h.....v ...... .:. .. .......... ....._... .....,... .. { .:.zi::..._: :ii'i!i:..::. INSERT AS REQ'D FOR 2x2 X1/4 ANGLE SANITARY OR STORM EIGHTH BEND IN RUN. Y..= :. U > DISSIMILAR MAT. PIPING SEWER LINE ENTER TOP OF PIPE. U- W m LL U) SIZE VIEW � �.. W O � � �- �-DIRECTION ��� �.- 2 W Z TRAPEZE HANGER FOR UP �� OF FLOW O U J TO 1.000 LB. UNIFORM LOAD � Z Z LL Q LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS ADJUSTABLE CLEVIS HANGER OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS w Z m o TYPE 1 IN SPECIFICATIONS co FOR LOW TEMPERATURE PIPE ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. i ` �Q W OR OPTIONAL FOR HOT PIPING, LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. PERMIT ISSUED Z CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. t a CONSTRUCTION ISSUED a NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE. KAMM CONSULTING PROJECT#: 2005-1065 ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place M M Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 TYPICAL PIPE HANGERS ! FLOOR CLEANOUT DETAIL WW,w.kammconsulting.com • Y Certification of Authonzation#8189 0 NOT TO SCALE NOT TO SCALE 09-14-06 L 71 .q._ Vis=:--v.:_. {. r:;, Robert L.Connors P.E. 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DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN F. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, c I. DESIGN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES, ETC., BEFORE POURING CONCRETE A, "FLORIDA BUILDING CODE", 2004 EDITION. REINFORCEMENT". SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL OR STARTING WALL CONSTRUCTION. REQUIRED SPECIAL INSPECTIONS B. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-02). FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL G. UNLESS SHOWN ON THE PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE ° c° C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND ACCESSORIES, WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. DO NOT H. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL INTERACTION STEEL FOR BUILDINGS (RISC; JUNE 1, 1989), WITH CURRENT COMMENTARY. D. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS FREQUENCY Aq 4. HORIZONTAL REINFORCEMENT IN FOOTINGS AND TURNDOWN SLABS SHALL BE OCCURRING DURING CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS 1 . SPREAD FOOTINGS AND CONTINUOUS FOOTINGS CONTINUOUS PERIODIC II. DESIGN LOADS CONTINUOUS AROUND CORNERS. COMPLETED FORM, THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING A. ROOF DEAD LOAD....................... 5. TIE ALL REINFORCING STEEL AND EMBEDMENTS IN CONCRETE SECURELY INTO CONSTRUCTION, TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL A. INSPECT PLAN DIMENSIONS AND DEPTH X B. ROOF LIVE LOAD..................... . .. ....... ..20 PSF PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED AND B. INSPECT QUANTITY AND SPACING OF BARS X o 0 c C. WIND LOAD MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR 00 1. BASIC WIND SPEED (3 SECOND GUST)................. DURING ALL CONSTRUCTION ACTIVITIES. CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND C. INSPECT PROPER CLEARANCE TO BARS AT TOP, BOTTOM :......................120 MPH 6. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. STAGGER SPLICES ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC. THE STRUCTURAL AND IS PROVIDED X 2. WIND IMPORTANCE FACTOR, I............................... ................................1.0 WHERE POSSIBLE. ALL LAP SPLICE LENGTHS NOT SHOWN ON THE PLANS SHALL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 3. BUILDING CATEGORY II D. VERIFY PROPER LAPS ARE PROVIDED X 4. WIND EXPOSURE C BE A CLASS B TENSION SPLICE, IN CONFORMANCE WITH ACI 318-02, I. STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS E. INSPECT FOR PROPER DOWEL EMBEDMENT INTO FOOTING C. STRUCTURAL STEEL SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE � 5. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)....+0.18/-0.18 AND EXTENSION ABOVE FOOTING X 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, EXCEPT THAT ALL WIDE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND 6. COEFFICIENTS AND PRESSURES FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. FABRICATION CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER F. INSPECT FOR CORNER BARS, STEP BARS, DOWELS, a.) Qh = 31.7 PSF; Qz = 31.7 PSF AND ERECTION OF STEEL FRAME SHALL BE AS PER AISC MANUAL OF STEEL LICENSED IN THE PROJECT STATE, REVIEW DOES NOT RELIEVE THE CONTRACTOR ANCHOR BOLTS, OR EMBEDDED MATERIAL X b.) Kzt = 1.00 CONSTRUCTION, NINTH EDITION. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH ' G. VERIFY SOILS ENGINEER HAS APPROVED DESIGN BEARING c.) Kh = 0.86 2. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B CONNECTIONS, CONNECTIONS FOR BEAMS SHALL BE ADEQUATE TO PROVIDE FOR CAPACITY X d.) Kz = 0.86 / (Fy = 46 KSI) OR ASTM A500, GRADE C (Fy = 50 KSI). THE REACTION DUE TO THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD FOR THAT e.) GUST FACTOR = 0.85 l. . ALL WELDING SHALL BE BY QUALIFIED WELDERS AS PER AWS SPECIFICATIONS, SPAN, BASED UPON THE ALLOWABLE UNIT STRESSES, UNLESS A GREATER REACTION H. VERIFY THAT ALL LOOSE MATERIAL IS REMOVED FROM IN 7 F REQUIREMENTS BOTTOM OF FOOTING. NO SIDE FORMING IS PERMITTED X 7. AS THE BUILDING HAS BEEN DESIGN AS AN ENCLOSED STRUCTURE, UTILIZING E OXX ELECTRODES. ALL FIELD WELDED CONNECTIONS SHALL BE IS INDICATED ON THE PLANS. MINIMUM 3/4 INCH DIAMETER BOLT COMPONENTS AND CLADDING DETAILED BY OTHERS, INCLUDING WALL INSPECTED AND TESTED BY A QUALIFIED TESTING AGENCY, COPIES OF ARE AS FOLLOWS: I. INSPECT BOLTS TO BE INSTALLED IN FOOTINGS PRIOR TO COVERINGS, ROOF COVERINGS, EXTERIOR WINDOWS (FIXED AND OPERABLE), WELDER'S CERTIFICATE SHALL BE AVAILABLE AT THE SITE. AND DURING CONCRETE PLACEMENT X* X Z DOORS, OVERHEAD DOORS, ETC., AS APPLICABLE, SHALL BE DESIGNED BY 4. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER, MINIMUM ROWS OF BOLTS O OTHERS TO RESIST DESIGN WIND PRESSURES FOR THE BUILDING. ASTM A325-N HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN MEMBER #/ROWS 2. STRUCTURAL STEEL 8. COMPONENTS AND CLADDING (TO BE USED FOR THE DESIGN OF EXTERIOR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO 1/2 TURN PAST A W12 2 ROWS (n COMPONENTS AND CLADDING MATERIAL): SNUG TIGHT CONDITION. BOLTS IN BRACED FRAMES SHALL BE SLIP CRITICAL, W14 3 ROWS A. MATERIAL VERIFICATION OF STEEL MEMBERS, HIGH CONNECTIONS SHALL BE ASSEMBLED AND TESTED ACCORDING TO SPECIFICATIONS W16 3 ROWS STRENGTH BOLTS, NUTS, WASHERS, AND WELD MATERIAL X* X z FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. W18 4 ROWS B. CHECK ANCHOR BOLTS AND GROUTING OF BASE PLATES X* X W O 3 5. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. W21 5 ROWS C. INSPECT COMPLETE PENETRATION OF GROOVE WELDS X V \ 6. EXPANSIVE GROUT BENEATH BASE PLATES SHALL HAVE A MINIMUM ONE DAY \ COMPRESSIVE STRENGTH OF 3,000 PSI AND A MINIMUM 28 DAY COMPRESSIVE J. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND D. INSPECT COMPLETE PENETRATION OF MULTI-PASS FILLET Z co STRENGTH OF 5,000 PSI. ELEVATIONS, ABOVE AND BELOW GROUND, PRIOR TO ORDERING MATERIALS WELDS X O p \ 2 7. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF STANDARD SHOP PRIMER. AND BEGINNING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY V r 2 \ TOUCH UP ALL STRUCTURAL STEEL AND WELDS AFTER ERECTION THIN THE SAME DISCREPANCY. E. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET w M PRIMER. K. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, WELDS > 5 16 X z 8 ro loll \ D. BAR JOISTS ELECTRICAL FIXTURES, MECHANICAL DUCTS, CEILING HANGER ASSEMBLIES, F. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET 3 1. BAR JOISTS, ASSOCIATED BRIDGING AND ERECTION SHALL CONFORM TO SJI PLUMBING EQUIPMENT, ETC., WITH ALL TRADES EFFECTED AND EQUIPMENT WELDS < 5/16 X w La 3 \ 1 \ SPECIFICATIONS. PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. CONTRACTOR SHALL G. INSPECT HIGH-STRENGTH BOLTING X* X m j Z i \ 2. JOISTS SHALL BE DESIGNED FOR NET WIND UPLIFT OF 50 PSF BY THE JOIST VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING Z H \ FABRICATOR. ANY ADDITONAL BRIDGING OR BRACING REQUIRED FOR THE SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH H. INSPECT ALL JOISTS ARE WELDED DOWN OR CONNECTED V 5 I \ 2 I 5 BOTTOM CHORD AND ITS CONNECTION TO THE JOIST MEMBERS SHALL BE SHOWN ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF TO STEEL X x 2 \ ( ON THE SHOP DRAWINGS. " ANY CONFLICT AND/OR OMISSION. MODIFICATIONS OR CHANGES AS A RESULT OF I. INSPECT ALL BRIDGING, "X" BRIDGING, AND U d o ' 3. BAR JOIST BEARING SEATS SHALL BE MADE OF MIN. 1/4 THICK STEEL. THIS COORDINATION SHALL BE DETAILED, NOTED AND SUBMITTED IN SHOP MISCELLANEOUS STEEL IS IN PLACE X W IQ � j 4 \ a E. METAL ROOF DECK DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANGLES, CLIPS, PLATES, ETC., J. INSPECT THAT FIELD WELDED AREAS ARE PAINTED X 0 Q A w 3 \ 4 1. METAL ROOF DECK AND ATTACHMENTS SHALL CONFORM TO SDI SPECIFICATIONS, AND OTHER MISCELLANEOUS ITEMS. I 2. STEEL ROOF DECKING ATTACHMENT: L. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING COVER SHALL BE K. INSPECT THAT FRICTION TYPE CONNECTIONS HAVE NO , I a.) STEEL ROOF DECKING SHALL BE CONTINUOUS OVER 3 OR MORE SUPPORTS. PROVIDED FOR REINFORCEMENT: PAINTED SURFACES, ALSO, STEEL EMBEDDED IN CONCRETE X 0 JCL 5 I b.) UNLESS INDICATED OTHERWISE, FASTENING OF ROOF DECK UNITS TO 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3" L. INSPECT THAT METAL DECK IS WELDED AS CALLED FOR - LL 5 I SUPPORTS SHALL BE MADE BY 5/8 INCH DIAMETER FUSION WELDS WITH A 2. CONCRETE EXPOSED TO EARTH OR WEATHER: " ON DRAWINGS X (n a = 7'-0" MAXIMUM SPACING AS FOLLOWS: a.) #6 THROUGH #18 BARS...................................................................2 M INSPECT THAT PROPER BEARING IS PROVIDED FOR JOISTS w i. END LAPS, ENDS TERMINATING AT SUPPORTS AND AT DECK b.) #5 BAR, W31 OR D31 WIRE AND SMALLER.............................1 1/2" AND BEAMS ON STEEL OR CONCRETE X CONTINUOUS OVER SUPPORTS - 12 INCHES ON CENTER MAXIMUM 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT NTH GROUND: SPACING. a.) SLABS, WALLS AND JOISTS, #11 BARS AND SMALLER..............3/4" N. INSPECTION OF STEEL FRAME JOINT DETAILS FOR POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ii. WELDS AT SIDE SUPPORTS - 12 INCHES ON CENTER MAXIMUM b.) BEAMS AND COLUMNS, PRIMARY REINFORCING, TIES, COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X SPACING, STIRRUPS AND SPIRALS................................. 1 1/2" MEMBER LOCATIONS LOCATION ON BUILDING POS. PRESSURE POS. PRESSURE POS. PRESSURE POS. PRESSURE iii. ALONG THE DECK PERIMETER, WITHIN A DISTANCE OF 9 FEET OF M. REINFORCING, STRUCTURAL STEEL, BAR JOIST, COLD FORMED METAL FRAMING AND APPLICATION OF JOINT DETAILS AT EACH CONNECTION < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. THE EXTERIOR WALLS, ALL WELD SPACING SHALL BE REDUCED TO 6 METAL DECK SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE 0. VERIFY REQUIRED CAMBER OF BEAMS X INCHES ON CENTER, MAXIMUM SPACING. CONTRACT DOCUMENTS, AND ANY COMMENT SHOWN IS SUBJECT TO THE REQUIREMENTS FIELD AREA ® 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF iv. SIDE SEAMS SHALL BE WELDED OR SCREW FASTENED WITH NO. 10 OF THE CONTRACT DOCUMENTS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER CORNER AREA5❑ 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF SHEET METAL SCREWS AT 24 INCHES ON CENTER, DOES NOT RELIEVE THE CONTRACTOR OF THE REPONSIBILITY TO REVIEW AND CHECK F. COLD FORMED METAL FRAMING THE SHOP DRAWINGS BEFORE SUBMITTAL, THE CONTRACTOR SHALL BE RESPONSIBLE 1. COLD FORMED METAL FRAMING FOR STUDS SHALL BE "CSJ" TYPE, WITH 1 5/8 FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS, THE 3. CONCRETE VERIFICATION AND INSPECTION INCH WIDE FLANGES AND 1/2 INCH MINIMUM FLANGE RETURNS. RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, COORDINATION AND COMPLIANCE A. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X NEGATIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS 2. DESIGN OF COLD FORMED METAL FRAMING MEMBERS AND CONNECTIONS IS THE WITH THE CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR. REPRODUCTION B. VERIFYING USE OF REQUIRED DESIGN MIX X SOLE RESPONSIBILITY OF THE CONTRACTOR. SHOW SIZE, GAGE DESIGNATION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. ELECTRONIC LOCATION ON BUILDING NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE AND SPACING OF MEMBERS AND ALL CONNECTIONS IN SHOP DRAWINGS, SEALED DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF C. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. INDICATE STRUCTURAL DARWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. AIR CONTENT AND DETERMINING THE TEMPERATURE OF - 4 37.1 PSF 35.6 PSF 33.6 PSF 32.1 PSF SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND N. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FIELD AREA ❑ DETAILS REQUIRED FOR PROPER INSTALLATION. FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED FOR STRENGTH TESTS X CORNER AREA Q 45.7 PSF 42.6 PSF 38.6 PSF 35.6 PSF 3. METAL STUDS SHALL BE 18 GAGE MINIMUM AND CONFORM TO SSMA STANDARDS. ON THE PLANS. D. INSPECTION OF CONCRETE PLACEMENT FOR PROPER STUDS SHALL HAVE A YIELD STRENGTH OF 50 KSI FOR 12, 14 AND 16 GAGE 0. THE CONTRACTOR SHALL COORDINATE WITH THE QUALIFIED TESTING AGENCY, APPLICATION TECHNIQUES X AND 33 KSI FOR 18 GAGE STUDS. BRIDGING AND CONSTRUCTION DETAILS RETAINED BY THE OWNER, TO INSPECT AND TEST THE FOLLOWING AS PART OF SHALL BE IN ACCORDANCE WITH SSMA TYPICAL DETAILS. THE SPECIAL INSPECTION PROGRAM: E. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING ROOF WIND UPLIFT PRESSURES 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT 1. SOILS AND FOUNDATIONS TEMPERATURE AND TECHNIQUES X a c;v DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE 2. CONCRETE, INCLUDING MIX DESIGNS W o UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT 3. STRUCTURAL STEEL F. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO Z ,1: ZONE < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. DOCUMENT DETAILS, SUCH REVIEW SHALL NOT RELIEVE THE THE CONTRACTOR 4. COLD-FORMED METAL FRAMING REMOVAL OF SHORES AND FORMS AS APPLICABLE. x ? 0 `� OF FULL RESPONSIBILITY FOR THE DESIGN OF THE COLD FORMED METAL 5. MASONRY CONSTRUCTION O Z ❑ 37.4 PSF 36.5 PSF 35.2 PSF 34.3 PSF STRUCTURAL MEMBERS AND THEIR CONNECTIONS. P. IN PRODUCING THESE DRAWINGS, BROWDER + LEGUIZAMON AND ASSOCIATES, INC. w < ZO a 5. COLD FORMED STEEL DESIGN FABRICATION AND ERECTION SHALL BE IN HAS ASSUMED THAT THE ARCHITECT AND THE OWNER OR THE CONTRACTOR AND THE O < - ''o l 2❑ 62.8 PSF 56.1 PSF 47.3 PSF 40.6 PSF " ill OWNER HAVE PERFORMED SUFFICIENT LEGAL INVESTIGATIONS TO VERIFY THAT THE 4. COLD-FORMED STEEL FRAMING " > 0 AN ACCORDANCE WITH AISI SPECIFICATION FOR DESIGN OF COLD FORMED 0 O Z) V❑ 94.5 PSF 78.3 PSF 56.8 PSF 40.6 PSF STEEL STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN CONSTRUCTION DESCRIBED IN THESE DRAWINGS WILL NOT VIOLATE ANY EXISTING A. INSPECT SIZE AND SPACING OF MEMBERS X W W b bq L4 to LEGAL EASEMENTS, COVENANTS, ETC., WITH REGARD TO: p, SPECIFICATION FOR COLD FORMED STEEL STRUCTURAL MEMBERS . 1. LEGAL BOUNDARY OR BOUNDARIES OF THE REAL ESTATE THAT THIS PROJECT IS B. INSPECT FASTENING OPERATIONS OF ELEMENTS X < a � III. FOUNDATIONS 6. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMODATE VERTICAL TO BE CONSTRUCTED ON OR LEGAL BOUNDARY OR BOUNDARIES OF ADJACENT REAL C. INSPECT SCREW FASTENING, BOLTING, ANCHORING AND LU < Z 2 � s A. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500 DISPLACEMENT OF THE PRIMARY STRUCTURE. ESTATE. OTHER FASTENING OF COMPONENTS X W 00 PSF IN ACCORDANCE WITH RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 7. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED LIMIT LATERAL EXPLORATION BY UNITED CONSULTING, DATED MARCH 16, 2006, PRIOR TO IN SSMA TECHNICAL NOTE NO. 1, PUBLISHED JANUARY, 2001. 2. LEGAL BOUNDARIES GOVERNED BY THE BUILDING CODES THAT PLACEMENT OF REINFORCING STEEL AND CONCRETE, THE UPPER 12 INCHES OF 8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION. THE BOTTOM OF THE FOOTING EXCAVATION SHALL BE COMPACTED TO MINIMUM STANDARD CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION. 3. LEGAL BOUNDARY OR BOUNDARIES GOVERNED BY BUILDING CODES THAT LIMIT 95% OF THE MATERIAL'S MODIFIED PROCTER MAXIMUM DRY DENSITY. ALL G. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL DEPTH BELOW GRADE AND/OR HEIGHT ABOVE GRADE (INCLUDING AIR RIGHTS) *) FOR MOMENT FRAME COLUMNS AND BRACED FRAME COLUMNS RECOMMENDATIONS OF THE REFERENCED SUBSURFACE INVESTIGATION SHALL BE STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL OF CONSTRUCTION. 4CONNECTION OF PROPOSED CONSTRUCTION TO ANY ADJACENT EXISTING z . FOLLOWED. FRAMING OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH CONSTRUCTION THAT IS BESIDE, BELOW OR ABOVE PROPOSED CONSTRUCTION. NOTE: REPORTS OF INSPECTIONS, VERIFICATIONS, AND/OR TESTINGS SHALL BE O B. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN SYSTEMS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY OTHERS AS REQUIRED BROWDER + LEGUIZAMON AND ASSOCIATES INC. REQUIRES THAT IF ANY OF THESE SUBMITTED EVERY TWO WEEKS OR LESS AS REQUIRED TO ALLOW FOR TIMELY 5'-0" OF THE BUILDING LIMIT SHALL BE COMPACTED TO 957o OF THE MODIFIED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. PROCTER MAXIMUM DRY DENSITY. THE UPPER 12 INCHES SHALL BE COMPACTED H. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. ASSUMPTIONS ARE NOT TRUE THAT EITHER THE OWNER ARCHITECT OR CONTRACTOR REVIEW AND FIELD MODIFICATIONS IF ANY ARE REQUIRED.SHALL NOTIFY BROWDER + LEGUIZAMON AND ASSOCIATES, INC. PRIOR TO TO 98% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH CONSTRUCTION. C. ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE INSPECTED BY A USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. NON-DESTRUCTIVE TESTING QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE REQUIRED BEARING CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. Q. SHOP DRAWING SCOPE 1. PREPARATION OF REQUIRED SHOP DRAWINGS, CAPACITY AND/OR COMPACTION IS AVAILABLE. IF ANY PORTION OF THE FOOTING HOLES SHALL BE DRILLED AND CLEANED AS PER THE MANUFACTURER'S INSTALLATION 2. CHECKING OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR PRIOR TO NONDESTRUCTIVE TESTING OF ALL WELDS IN THE MOMENT FRAME OR SLAB ON GRADE IS FOUND TO OCCUR IN AN UNSTABLE OR UNSUITABLE SOIL, INSTRUCTIONS AT NOT LESS THAN THE MINIMUM EDGE DISTANCES AND/OR SPACINGS SUBMITTAL TO THE A E, WITH PROPER SHOP DRAWING STAMP AFFIXED. MEMBERS IS REQUIRED AS FOLLOWS: M THE ENGINEER SHALL BE NOTIFIED. INDICATED IN THE MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, / A. GROOVE WELDS SHALL BE TESTED ONE HUNDRED PERCENT BY 3. SUBMITTAL TO THE AA FOR REVIEW, ALLOWING A MINIMUM OF FIVE (5) J ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM FULL WORKING DAYS IN THE ENGINEERS OFFICE FOR THIS REVIEW, LARGE EITHER THE RADIOGRAPHIC OR ULTRASONIC TESTING. W w IV. MATERIALS EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER. SUBMITTALS WILL REQUIRE MORE THAN FIVE (5) DAYS. B. ALL FILLET WELDS SHALL BE INSPECTED BY VISUAL MEANS. _ A. CONCRETE FOLLOWING A E REVIEW. SEE Q 1. CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE NORMAL WEIGHT, WITH A 4. REVISION TO SHOP DRAWINGS, AS NECESSARY, / - V. MISCELLANEOUS GENERAL NOTES FOR ADDITIONAL INFORMATION. C. RADIOGRAPHIC TESTING SHALL BE IN ACCORDANCE WITH AWS m MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c= 3,000 PSI. THE PROPOSED A. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE 5RECHECKING OF REVISED SHOP DRAWINGS BY THE GENERAL CONTRACTOR. D1.1-96, PART E. . MATERIALS AND CONCRETE MIX DESIGN SHALL BE DOCUMENTED AND REVIEWED (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT J V BY THE OWNER'S TESTING LABORATORY. IT IS THE CONTRACTOR'S 6. RESUBMITTAL TO THE A/E, IF INDICATED ON THE ARCHITECT OR ENGINEER D. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES SHOP DRAWING STAMP. D1 1-96 PART F Ow < Z RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH. RESULTS OF THE OWNER, CONTRACTOR, ENGINEER, SUPPLIER OR ANY OF THEIR CONSULTANTS, 7. REVIEW OF SHOP DRAWING SUBMITTALS SHALL NOT BE CONSTRUED AS W Q OF CONCRETE TESTING SHALL BE AVAILABLE AT THE SITE. AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS, NOR AUTHORIZING ANY CHANGE IN THE CONTRACT SUM OR CONTRACT TIME. ANY V ~ �. 2. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD ANY Q 4 IS NOT PERMITTED. DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE COST FOR RE-DETAILING DUE TO SHOP DRAWING REVIEW COMMENTS SHALL BE � W o cm 3. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE CONCRETE SLAB OR OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES BORNE BY THE CONTRACTOR, p 0 ;. o U WALL THICKNESS WITHIN THE SLAB OR WALL, UNLESS SPECIFICALLY INDICATED CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. _ ujt, ON THE STRUCTURAL DRAWINGS. B. THE CONSTRUCTION DOCUMENTS CONSIST OF THE ENTIRE SET OF DRAWINGS AND V 4. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION OF SPECIFICATIONS OF ALL DISCIPLINES, STRUCTURAL CONTRACT DOCUMENTS 0 Z u- °o SLEEVES, ACCESSORIES, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR m INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND J o MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED m IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES, SLOPES AND SLAB SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS OR Q 4 DEPRESSIONS. MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. Z C. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE W w o 5. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS. OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. 8 Z co 6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY- WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST a COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REQUIREMENT SHALL GOVERN. REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL D. IT IS EXPECTED THAT THE GENERAL CONTRACTOR BE EXPERIENCED IN THE TYPE ENGINEER. B. BAR REINFORCING STEEL CONSTRUCTION REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, 1. ALL BAR REINFORCING STEEL IN CONCRETE SHALL CONFORM TO ASTM A615, ". GRADE 60. PLUMBING AND CIVIL DOCUMENTS PRIOR TO ORDERING AND/OR FABRICATION OF ANY 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE MATERIALS AND/OR THE CONSTRUCTION OF ANY ELEMENT. ARCHITECT/STRUCTURAL r. AND END LAPS OF 8". PROVIDE IN FLAT SHEETS (ROLLS NOT PERMITTED). ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION, FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL , CO DRAWINGS. E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. p r 2 1006 M co 0 EQ. EQ. � 2 2 ANCHOR BOLTS HSS5x5 WIND POST FOOTING SCHEDULE " "-s EX, B.F.6- 5 W.W.F - x6 a 1 8 O40 4'-0"x4'-0"x1'-0" W/5-#5 E.W., B.F. _—___ WANs m _ __ 1 r BASE PLATE HE DED STUDCHORS. � 50 5'-0"x5'-o"x1'-6" w/ # � I � I I s � � W.W.F. '-0" w � o60 6'-0"x6'-0"x2 /7-#6 EB.F. I I I EL. 0'-0" .W., — — w COLUMN 70 7'-0"x7,_0"x2'-6" w/8-#7 E.W., B.F. — N - 60 I r- f- ------- - -------- ----� ,,, — EDGE OF SLAB (TYP.) 2 P 0 U.OUN N TYP. a. 80 8,-0"x8,_0"x3'-0" w/9-#8 EX, B.F. I i / I MEN \� II CORRIDOR I q II I r---- N \ z L-- -•t- I I 12 4 I I `12 6 i _ _ I 1 w 80 8'-0"x8'-0'I5" w/10-#8 EX, B.F. — f � COLUMN _ , 12 3 I I �' I o Z ' - - - TSCOLUMN, SEE ----- --- 7(r . .---- I I - J I I I PLAN FOR SIZE „ TO R A IE I I I ( (2)-#4 CONT. u CONTROL JOINT (C.J.) TYP. SECTIONI I r ----i r ------ S-2 � SCALE: �" = 1'-0" $ to I -.� CJ I �:°. ;•;''' :: :*:' � ''':`' ff] ` 125 ' 1 L ISOLATION JOINT (TYP.) POUR SLAB BEFORE POURING �' _ -} ASH VA T ' : _ / SERVER/EL C. ' I - DIAMOND SHAPE CONT. AROUND HSS5x5 COL. z 1.111PON j II 127 OFFICE I COLUMN. PAINT EDGES OF SLAB I I 0 128 D CL COLUMN = FOOTING WITH BOND BREAKING CURING "x8"x12" w 2 - "mxs" » ... _ S-6 HEADED STUD ANCHORS. �f6 - AGENT BEFORE PLACING F- -111 8►_4,► ' (2)-#4x3'-0" a 3" O.C. i j 1�4 CONCRETE IN DIAMOND. W.W.F. ' (3)-#3 TIES W z z 65/8" ""�f '_0' AT MID-DEPTH OF N 1" THICK BASE PLATE I EL. 0'-0" a INTERNET CAFE U SLAB. (TYP. ® ALL I ' r INTERIOR ISOLATION JOINT ,\ Z 5 RE-EV4l �►I�lI��2NERS.) 114 r---r w/(4)-4"� A.B.'S, PROVIDE I I R x x x �// ,/ 6 - ,M I \ /,\ /,\ „ I I I AND SLAB ON GRADE U � _6 ,,: 1 -1'-0" �► 4 PROJECTION ABOVE I I NT. oC 1 " 1 1 I I ����� (2)-#4co M S.D. Boll i-- --- I 1 T/FTG. AND 9 MIN. I I I ISOLATION JOINT ��i��"\��i���i,� �� 8 N 1 EMBEDMENT INTO FTG. �� N K I I I (SMOOTH VERT. SURFACE) _ ;•;. -, CLOS I � I -- -- -, ,...,,..:, .• ,:..., Ij. I - ,-' , I 113 _ I I x x I II x x VAPOR BARRIER m w Z i•.;. + '' CHI DREN S AREA -1'-8" ------ ----- ----- CJ I � C I II I II 1'-0" Z I o I ( I ---� RA. II II (r, W - ' I 1 180 f 7I I /� _ -1'-g" �, / / SEE PLAN FOR SEE PLAN FOR FTG. (f) - L__ I __.; -I- -1I 1If_2» ' i' II II T FTG. ELEV. SIZE & REINF. W U d I I - I i `° N 11 GROUT PAD T/ (4)-#6 0 COL. � 3' I �ORKRO` I II ( II ;J, � II I II � O r_ __ I iTELLERS I I 1I I , 3 SECTION 0 1 1 1 I JII , 1 HIll Li F So U -, I I I I 3" MIN. CONC. COVER S-2 SCALE: Y4" = 1'-0" � I I I I o � � � FOR A.B. s & BASE IE _ _ G LL 6o I I�; DRIVE[UP TELLS /<l I TO@ Lu (2)-#4x - 3" T // i I SIM. MID-DEPTH OF SL j�J� /� / CJ CJ I I i I CJ o I ,/ 111 ,` I ,4'- " ���// I AREA I I 1'_2" - Q�� •,I I N 108 I _1,_8» 3" CL. SEE FOUNDATION PLAN, WWF I Iri ICK SLAB TO I 4=- --, FCR I HT I FOR SIZE AND REINFORCING EL. o'-o" I I ORY - #4 I ® 12 .W., B.F. --- I-- IKoo '\�/ / / COFFE &50 i ETI N x x x x % % NIGHT EP. I i I F „ , „ A I 110 I _1 _$» S-2 SCALE. 3/4 = 1 -0 , , , --J COIN = 10 1 U I w l I 10 I Lot DR VE P LANES cJ cJ cJ LOg CJ I I --- - -- I10 ---- -- - I I REET I I 140rJ „ , „ , „ 1 -0 (2)-#4 CONT. o 6 ORAGE 102 1 -0 1 -0 106 II ,/ 50 I VAULT WALLS AND TOP & BTM. SLAB 4 SECTION �, » I O 10_5 � I I � � TO BE REINFORCED WITH 2 LAYERS OF w � o �g EXPANDED METAL TO BE PLACED IN Y"0 SMOOTH ROD z S—2 SCALE: = 1 -0 s ACCORDANCE W RECOMMENDATIONS OF o . F.S.o #2 F.S.o #1 o II I / @ 24 O.C. Z 1101 . ' 104 U I SUPPLIER. PROVIDE A CLASS 1 RATING. O , I I MANAGE 0 103 I I (GREASE END IN Q Z , I I ;I � I o J0 _, _6 los 4" SLAB 0 MIL. PLAS C I LATER POUR) Iz < F- g d3 $ „ I VAULT WALLS o O v . VAPOR BA RI N 4 I & BTM. SLAB 6" 6x6 10/10 w l g t� ," 4-#5 T.F. (TYP.) I I I G UL DE. w I W.W.F. u) 13- o �' r— — -F----- -- --- ---� 7 REINF. W,�x6 - 1. xVP1.4 I _ Q Q ;o �z: I r— i) W Q � � �gY� I I I .� e J Z os I I ° o LU o 0 a L— I 16o I I ---- --1------ ---- ---- ----------- -- ,` I I y y \� I oo W L) 0 a I \/�\/�\ .. N 7� ^41) � J I � 3 f� 1 I _ _ ---- ----------- - �--J I 1 0 6" (TYP.) #4, CONT. 1 - f 1 SIM. I A —43' I �' -� 140 w VAPOR 7'-0"x22'-0"x2'-6" FTG. I L—— J 0 1'-8 2'-4►' W/#5 0 12" E.W. E.F. _1►_8„ L __J 2 3 I4 z 1 BARRIER _ ,► ► » , " L_ _ 5 SECTION A 4-0 x8-0 x1 -6 FTG. '-2" S_6 10" W/#5 0 12" EX, E.F. 1'-5" 111" — „ S 2 SCALE: 3/4 = 1 -0 M M 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" N COLUMN = FOOTING ! 0 � 681 1/4 U- 2 , III EXTRA REINF. SEE PLAN v 8 3 „ „ , „ I � n „ ) � Q 1x10 x1 -6 BASE 11 W.W.F. 6 x6 -10/10 V m _/„ III v W/(4) 4 0 A 307 A.B. S II , _! SLAB & FOUNDATION PLAN ELEV. -o -o z o z � QQ " f N (6) 4 x x �/ i NU Q TOP OF SLAB ON GRADE DATUM ELEVATION = +0'-0" (10)-#4, W.W.F. 6"X6"-10 10 CONT. I lil I o U- (j J CONT. / , „ I x I I'I I x F= LL > INDICATES TOP OF FOOTING ELEVATION ELEV. -0 -0 III I ¢o O 00 -1 x x x x x j���j I ���� ELEV. -1,_6„ ? v W o z LL F- I `� (l)-HEAVY HEX II I II 0 J � ) I „ a z Im NUT PER A.B. -- " 19 1� GROUT PAD 6 x6 - 10/10 W.W.F. , w m Q D SLAB ON 1 , 6 x 6 - 10/10 W.W.F. �\ j ELEV. -1 -6 1/8 R EA. SIDE GRADE 1 CL. „ „ /�.\,, • • ,�� ' " o Q z S 11 "CL. D/2 0.2 D 2 1/8 x 1 SAWCUT OR ZIP JOINT N `n 2 1: 3 SLOPE NOTES: a x x x x x x x x x 6 SECTION 1. C.J. ON PLAN INDICATES JOINT IN S-2 SCALE: 3/4" - 1'-0" 4 GRANULAR / 'i �i�� 4" GRANULAR ;\ii�i /��i/�ii�l SLAB ON GRADE. 3" CL. (W-Off)FILL \ ��� ���� VAPOR BARRIER VAPOR BARRIER6 -0 7)-#6 � FILL 'D' = 4" 2. CONSTRUCTION JOINTS MAY BE - ' ` F. PROVIDED IN LIEU OF CONTROL JOINTS. 7 SECTION I c0 TYPICAL CONSTRUCTION JOINT DETAIL TYPICAL CONTROL JOINT DETAIL J-2 SCALE: 3/4» = 1'-0" o if CIDnty N rM e v II II a o > > i J RW R J XN m ao s _ yss �N \N `ss+s HSS5x5xY S-6 HSS5x5xY BRACE BRACE s ,, / WT4x� w N p L� / I CORRIDOR I OUNG °O ' 1 MEN 1 I I 124 I I 12 6 I y s ^ N 12 3 +s `o 0 - - � - - - - - - Al2x1� n f - - - - - M a C> 00 > � — 'c W o 10 4 e — TORR IE I 0 I— ao +i _ 50 L J HSS5x5xY DIAL. Z 12 9 BRACE I ' 0 � T \ s 2g HWH U11 Awl 4 COR IDO LANGE Y . 24KST. I x (D X. P \a o 3 6 Z :.: � - - - - -� - - - - - - c - - - -o��I - - - - 0 119 CO 16P IyB. " DEEP, 18 GAL . 12 7 8R U METAL F DEC `�' 128 D -4 1 1 3 Y S_6 - - N - - F^ � U} SS5 5xY4 BRACE r:; I TERNET CAFE 'i ' INTERNET CAFE res 'r ,v BF CE 8 Z ' F T 'r WAITI _ 114 I WAITING 8 114 N I co g y 12 "' 4 ys HSS 3x V KNEE BRACE, -4 I I 0 p N sS 120 TYP, TO LOW BEAM �r�h MOMENT CONNECTIONw Vi S.D. EOXE I G ,Z� ,� I +s (SEE SECTION 10/S-4) ,�5 p w g 118 - I - - - - - - - - - - - - - - - - - - - _- Oc, I I " W18x35 - - I K J z o0 s N K N 0 O f:4 ., O s+ -�\ W18x60 C L �� ,.;•,.. 10 I � 1 C L 0 S E ���o Qo � w ^. .y s �,y ='; ;j;`,:; ; ; ''• r • .; :,, •: '_:s r. �� CHI DREN'S AREA I ti' _4 �� CHI -DR AREA 113 m Z - - - - - - i I 112 - - - - I - I - - - 112 - - - - Z IRS w x dj y Hss xSxY I I — — , ;�, I I — — — IF 711 t � a o s PARA ET _I_ JI I / I I I L_ _ _ �II I / I I w I W -- +s P P � I N 0 16 ,00 s� OST U V1�ORKRO I I I ( I ORKRO a TELLERS I I I I I �' "`I —SEI- R6- HSS3x3xY p0 16x26 �- � T " �+ C8x11 LO BRACE BRACE BTM. G I I ( I FLANGE OF BEAM I I F W16x 6 (HI)1__L'--iI I I I ( I — - L- -� DRIVE-UP ELLE �` - - - � -�J - - - - � - - - - - - - - - - LLJ �n �n 117 � / � / � x - � / > / I co _ IL I -4 _ - - _ _ - - < i/ 5,/ i, I / x2 r l 3 Q //� ��/// AITING ,/� ���// AITING I - - - - - - - - - - - - - - - - - I I o _ �� —J / / 1 111 I V_ x 111 i I I U N -- I I I (1'-0" mN ��// / AREA I I �I 3 118 GA. GALV. AREA " R I I 00 I N I �#iAL1� DQE 18 GAF G LV. �7 _ � ��_ _ _ _ _ _ _ cv � �/ 108 I I � � ROOF DECK 108 I E AL 00 DECK I X - - - - - � - - - - - - - - - - - - - _ > ( —� II ys k I I L_ J 3 W " y r cD s ss x s I o I +s 7 h C) J G II ' ' w W18x35 COFFE _ W18x35 COFFE o ,-.I II I �IGHT -i F o -- - - - - 110 110 F O .Ji J Lo J '-'�' I I �. BRACE COIN 3 AHU-2 12 ys � v n yss 9 ( kto In �I V' -) I I I °- COUNT R g 4 �2 _4 `1s I I �' —4 � � I I � BTM. � I -4 � + + � N T R >; +sem et- I FLANGE DR L NE W -4 LO U ^F- E m 14- 18K5 E 4 �o� I 18K5 i - - - - - � - - - - - - - - 1 + I -� � MOMENT 10 I I REST 12K1 Q �`� REETE -4 ( � J �, CONNECTION x N SI ORAGE 102 �c,, / PP 102 (TYP.) / 0 . HAND I + O fi I _ 106 I I 11 /i I 2 /i I �h Q / 12K1 _g 3 3 i i 13 II 0 y -4 � - - - - - - � C8x11.5 - 5 / w II - - - - - - - - - - - - - - _4 z 3 EQ. SP. F,S.O #2 QOM I of F.S.O #2 F.S.0 #1 1 " DEEP, 18 GA. I o p � GALV. METAL I O z o I I 1 ! M N6 E 104 � 1Q3 I 1 � 104 103 ROOF DECK I w J z0 1 I M N 4 - - - - - i ,LQF- I I I I I I I I I� > � I I = A 11 1 1 t a 1 1 3 t p0 � Lo - - - - - - - I I - - - - - - - - - - � I I C° � 0 I I I w � � I U U p+ �n I I �c C U_1 rj I (n EL v g L-� 15 VESTIBULE I N VES ULE L I - Q n. � . 'o t r: 167 LB _4 sI s o I (ON ROOF) I I _4 � Jaz v Q j .!� 00 6 I - - I I _ � o o � LU » W16x 6 LO T U U a s 1'-4" W21 x50 HI HSS8x6x LO r I ( ( I x ( HSS 3x c� wi B 129 LB. 8 BRACE 16 k r s� - - - 744-S&5x"_ — — HSS5x5xY4 - - - - - - - - - - o A 14 - - -- - V_ A - - s ( s x2 s I �+ s w h u S _4 �' h I s I O HSS5x5xY � X +�� h+ .y s+ � s� BRACE II �5`' II X �, I ��`' w 6 �,o`S-tL >, ,� I 1100 V) Li A O w N A I I J N u I �-' C8x11. = N I w o Z w uj I I m s-6 6 2 —� m I m I _ � N N 10» �`�' --UC-4 1,_5 1 I 1 1" 10., 1._5.► 1 1„ -4 I I co 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" N - 0 68'_4„ 680_4,' w LL 12 11 10 9 7 6 5 4 2 1 9 7 6 5 4 2 1 Q g 3 g 30 LOW ROOF & CANOPY FRAMING PLAN HIGH R FRAMINGPLAN 0 Z � QQ �6'_1'_op 16"=1'_a" Lu J PLAN NOTES: z z � w o J J 0 0 J 1 - FOR ADDITIONAL DIMENSIONS AND INFORMATION SEE o- a = Im ARCHITECTURAL DRAWINGS. z_ z_ U W U 2 - SEE GENERAL NOTES FOR WELDING PATTERN OF METAL Z Z ROOF DECK. ca Q 3 - JOISTS ARE EQUALLY SPACED WITHIN BAYS U.N.O. oo Lu 4 - 0-- INDICATES MOMENT CONNECTION. SEE SECTIONS � � Z '� o00 3 & 4/S-5. L 5 - STEEL BAR JOISTS SHALL BE BRACED BY HORIZONTAL AND/OR DIAGONAL BRIDGING, AS REQUIRED BY THE STEEL JOIST INSTITUTE. f 6 - J/B = JOIST BEARING. co 7 - SEE TYPICAL ROOF OPENING DETAILS C, D & E S-6 Cfl O / i FOR FRAMING OF OPENINGS THRU ROOF. CONTRACTOR TO SUPPLY STEEL FABRICATOR WITH EXACT DIMENSIONS _ w ;.: O 0 AND LOCATIONS OF OPENINGS THRU ROOF. 1` � `a o6 o M cv) 12 L ax V4, CON T. $ b his 3-12 .a c HSS5x5 COL. E %* MTL. ROOF 5/8" PLYWOOD ROOF DECK I I DECK � � T S EL. VARIES � PLYWOOD HSS COL. T/S EL, VARIES T/S EL. 9'-8" I DECK T S EL. 9'-8" �� BASE i , UP TO 27'-8" ----------------------------- / Y6 / HSS5x5 COL. , W14 HSS5x5x)4 BETWEEN � �6 � �s � COL'S. HSS5x5 2�" � INFILL W/ 8" DEEP 18 1 " GUSSET R'S GA. MTL, C-STUDS 0 16" CS o CS EA, SIDE OF , WEB AT COL, 1 O.C. (PARAPET ONLY) " I 4x4x4 ANGLE L6x4xsxa-4 (LLV) EA. SIDE c " o� � I I L 3x 3x4, CONT. ifs � ( W/ ��6"x2" VERT. SLOTTED 6 DEEP, 18 GA. TYP of C-JOISTS ® 2'-0" 1 ' Xis 3"012" Tom' X6 HSS5x5 COL. HOLE FOR A 325 BOLT. u O.C. INFILL W/ 8 DEEP, 18 GA. X16 of 1 1 „ ,► 1 MTL. ROOF I Xs 1 1 W12 C-STUDS ® 16 O.C. T/S EL. 15'-6" A.F.F. DECK I 1 ' 1 W16 - W14 W16 J.B. EL. 24'-242" c � s 3 SIDES I I EL, 20'-6" $ 1 SECTION �s 3 SECTION ' Z HSS5x5 O „ 12K U S—4 SCALE: h = 1 -0 W14 6" DEEP, 18 GA, I 1 co C-STUDS 16" o,c. 6 SECTION w Z 2 SECTION I I U ° 1 S-4 SCALE: X4" = 1'-0" ' SCALE: Y" = 1'-0" Z • I I O � L 3x 3xy4, CON T. V O II oW 4x4x4 ANGLE z 8 N EL. 20'-6►► J • 4s 3"012" T/S EL. 10'-11 1X6" A.F.F. , W T/S EL. 15'-T A.F.F. W16 HSS5x5 z � W16 i 4" P 14 3 SIDES HSS6x4x4 W/4"x10" R CONT. V i DEEP, GA. L 3x 3x44, CONT. _ w x 6 C-STUDS ® 16 O.C. E (n N IIIIII 11111111[[Imm 11 2 d a CAP i " C8x11.56 0 TYP., EA. END ; A 325-N BOLTS 5 SECTION d �.. FX6 --< L3xV4, CONT. Y"x11" CONT. R BOT/CHANNEL J-4 SCALE: " = 1'-0" , EL. 9-0 A.F.F. CL 2-L 3x 3xy4x0'-3" 6" DEEP, 18 JLL ho" GUSSET his i his C5x9 GA. C-STUDS . ' 6P-5Y4" ® 16" O.C. (n(TYP ) 7 L1J � I HSS3x3x4 4 SECTION 6 4"x10" CONT. R rn 3j" STIFFENERS 0 BEAM HANGER 3» HSS5x5x4 BETWEEN 6 012 COL. ® PARAPET, -Olt 4 SCALE; " = 1' --------------- HSS3)(3x4 TYP SEE 5/S-4, SIM, T/S EL. 10'-111V A.F.F, 6 JOIST q W18 , �6 3"012 0 0 " GUSSET HANGER K 0 0 6" DEEP, 18 GA. C-STUDS W16 p 0 0 3x344 ANGLE 7}� CSD 16" O.C. 0 L 3x 3x ., CONT, i o 1Y2" MTL. 0 W16 � + � ROOF DECK10 Y6 3"®12" T/S EL, VARIES i o 1 i 6" DEEP, 16 GA. 12 SECTION C-STUDS 0 16" O.C. W18 ; oil DEEP, 18 GA. HSS 3x 3x4 . C-STUDS 0 16" O.C. - TYP. EA. S-q- SCALE. 1'-0" is W14 END U) � c� 4 x10 i 1 " GUSSET, TYP. W CON T. R 1_1344, CON T. Z \ SECTION �60 ° X6 3'� 2 + � QZ �» S-4 SCALE: = 1 -o» -------------- ,0 16 O _j O o o " >� � W o t .e io _ Q a C/) �o ��g JOIST W Q W18 W14 x5 1 HSS5 EL. 20'-6" , W 0 O p 11 Y" STIFFENER 0 48" O.C. 6" DEEP, 18 GA. U U 6 4 L 3x 3xy4, CONT. � C-STUDS ® 16" O.C. s SECTIONKo*`q � SECTION 1 o SECTION 11 SECTION L 3x 3x4, CONT. Xs �'®12" S—4 SCALE; �" = 1'-0" ��J-4 SCALE; �" = 1`-0" S-4 SCALE: � = 1'-0 S—4 SCALE. � = 1 -0 � 142" MTL. ROOF DECK Q ifs _ T/S EL. 15'-T A.F.F. + z ' 4" "DEEP, 14 GA. C B A C B 4" DEEP, 18 A M ' W16 C-STUDS ® 16 O.C. GA. C-STUDS . N 6" DEEP, 18 GA. + 6" DEEP, 18 GA. 0 16" O.C. i 0 m L3x3x4, CONT. C-STUDS @ 16" O.C. C-STUDS ® 16" O.C. - --- + WLL 4x11 CONT, R i i + � 4" DEEP 18 " L3x3x4, CONT. � � `�� + GA. C-STUDS , + ++ 4 DEEP, U yl 6 3"®12" his ��+ `� " " +rr GA. C-ST �s 3"®12" �� `�� CSD 16 O.C. 6 3"®12 i r �\ U Q ' r' r ` 0 16" 0.( � W16 JOIST � T/S EL. 12'-0" A.F.F. i i +\�� `�� L3x3x4, ----------------------------- I ri rr � T S J U ------- ------- T/S CONT. i i rr rrr `� ` i VARIES i Q Z VARIES Y x10 CONT. R ,,' ,,' �\ �\ U _j W16 ` ,r r ` Jui T/S EL. 10-11 Y,6 A.F.F. , � Q LL. ' � i ' � 4" STIFFENER ' r'r ' � � i '-` D W12 + �\ It ® 48" O.C. ,++'i Xs 3»®12" � l J 0 C) J W18 JOIST o Lu ao _X6 , 6 DEEP, 16 GA. - Z Z � P 11 1 L 11 C-STUDS ® 16" O.C. C=m c Q m 5 HSS6x4x4, i � O 4 DEEP, 18 _j'" 4 DEEP, 18 , CONT. o Q GA. C-STUDS GA. C-STUDS ; o his W W ® 16" O.C. ; , ® 16" O.C. o I U) Z OD X6 L 3x 3x4xO'-3", TV. p 6" DEEP, 18 6" DEEP, 16 GA. C-STUDS [T E i GA. C-STUDS ® 16" O.C. " ® 16" O.C. HSS8x6x)fi C801,5 C5x9 F Z� S 3 SIDES TYP. 3116 V 13 SECTION 4SECTION K`15 SECTION 1 6 SECTION ,9 S 4 SCALE: -Y4 - 0 S 4 SCALE: Y4" - 1'-0" S—4 SCALE: X" - 1'-0" �» _ 1►_0» S q- SCALE: <r:,� ��t�'�� C> U) DEC 2 2 2006 c _> a. U 6" DEEP, 16 3x3xY CON T. HSS COL. HSS COL. GA. C—STUDS BENT it TYP. � L5x5x%x0 —3Y4 0 16" O.C. c 00 4" DEEP, 1,8 GA, i Y4 TYP. � C—STUDS ® 16 O.C. Y4 SHEAR I� HSS BEAM, 6 0 W.W.F. #4, CONT. ' I SEE PLAN I I � • SEE GENERAL 3is 3"®12' I TYP NOTE V.I. FOR � I x x x x x x Y4" CONT. R- ; JOIST, SEE i . BOLTS X16 c Z W/L3x3x Y4, CONT. I PLAN TYP. _ � I ( p �" GUSSET X6/ BEAM, SEE LAN AT BRACE C X I I Y4 o Z L2x2Y2xY4 BRACE � Y4 ---- - -- L5x5x%x0'-53/4" TYp. SEE PLAN FOR g � EACH END 6 BEAMS AND JOISTS $ .` b (2)—#4 CONT. TYP. ►, 1 —0 BEAM, SEE z PLAN, TYP. TYP. WIDE FLG. BEAM TO HSS TYP. HSS BEAM TO HSS 0 COL. MOMENT CONN. COL. MOMENT CONN. U 1 SECTION K0`2 SECTION 3 SECTION 4 SECTION 5 SECTION C � \�S—5 SCALE: 4" = 1'-0" \,.S—5 SCALE: X = 1'-0" S—5 SCALE: X" = 1'-0" S—cj SCALE: -'4" = 1'-0" S-5 SCALE: -Y4" = 1'-0" W O U z o � 2 3 4 2 3 4 _j z S ro 3x 3xY4 BENT FE 3x 3xY4 BENT R- m w W z D _� U IRS SLOPE (� w 346SLOPES _ x :4 /'1 ~ N V) _ d oD T/S EL. 18'-2" A.F.F. I T/S EL. 18'-2" A.F.F. Q IQ Q I I I CL I I I C B A C B ALL (� J I I W16 W16 4" DEEP, 18 4" DEEP, 18 JOIST JOIST I I I i w � 6" DEEP, 18 GA. GA. C—STUDS 6" DEEP, 18 GA. GA. C—STUDS C—STUDS @ 16" O.C. I + 1 ® 16" O.C. C—STUDS ® 16" O.C. P%w+ @ 16" O.C. i i i Is L6x4x%sx0►—4 (LLV) EA. I i i i SIDE W/ l Wi6"x2" VERT. L 3x 3xY4, CONT. I ` I I I I I I L 3x 30/4, CONT. I I 416 to I I `moo i i i i i � TOLE FOR A325BOLTNZ �4 \ \ I I I I goy T/S ---- T S 6" VARIES " VARIES I /�I I I� I �I I DEEP, 18 GA. „ I I C—STUDS ® 16 O.C. W21 W21 ,' I 6 DEEP, 18 GA. ------ --------------- 6" DEEP 18 GA. \ �++ ------ --------------- + ,� �% i l i I C—STUDS 16" O.C. i t i I I C—STUDS ® 16" O.C. I I 4" DEEP, 18 4" DEEP, 18 HSS8x6x SEE SECT. 4/S-5 FOR HSS HSS14x6 GA. C—STUDS GA. C—STUDS 0 16" O.C. @ 16" 0.C. I HSS14x6xy4 CONNECTION TO WIND POST XY4 U) I I r 6" DEEP, 16 6" DEEP, 16 '� g P- GA. C—STUDS i I GA. C—STUDS ' z -- ------------ --------------------------------- --------------------------------- I i 0 16" O.C. " S EL. 11 -0A.F.F. ++��% I I I . A.F.F. I I I I I i C� 16 O.C. B ll'—O"/ ------------- ---- BS EL11'-0" A ---------------------------- / ---- --------------------------- O z i o ' , w Q Z HSS8x6x3/6 O J O HSS6x6xY4 LL < U d i.$ WIND POST W 0 � �' o e � SECTION � aW6 SECTION _ < 0- 0 S-5 SCALE: Y. _ 1►_0►► J Q o ,g S—5 SCALE: �4 = 1 —0 Z U OV ab g /"000 $ SECTION 9 SECTION s SCALE: �,4►► = 1►_0►► S-5 SCALE: Y,4» = 1,_0» z 0 z Z) F- 0 HSS5x5xY4 BETWEEN HSS5x5xY4 BETWEEN LL �s COL'S. X6 COL'S. LLiJ L3x3xY4, CONT. J L 3x UK, CONT. J Z yl s yls 3" O �12' � Y 1}�" M TL. �I M . cn ROOF DECK 1 Yz TL ROOF DECK NOTE: C—STUDS NOT co J.B. EL. __ _ __ __ __ SH OWN FOR CLARITY. yl 6 ¢ W SEE PLAN i X"x10"x10" W/(4)—Y2" HSS 3Y2x3Y2xY4 @ ENDS OF Q „ PARTIAL HEIGHT WALLS 0 NOTE: C—STUDS NOT i %g 3 @12 x6 HEADED STUD 0 w SHOWN FOR CLARITY. Y4"x13" CONT. FL ;I I ANCHORS 0 7" O.C. Q LjL Y4" STIFFENER I x x x x x x x Z FL 0 48" O.C. o F- � � w —� HSS5x5 COL. I HSS5x5 COL. I I �% �% �� �� \i \� cn II IIa 1,_6►' 3—#4 E.W. (x r" LO Ko'lo SECTION 11 SECTION K'0`12 SECTION t S-5 SCALE: " = 1'-0" S-5 SCALE., �,4>, = 1,_0„ S-5 SCALE: 3/4„ _ �» c> �� ° C) Lr) , . � M a 1a b c � 'a o c U O 00 3 0 (L RNs c u H I o 0 T 8 L H 5 9 K M o B B B B S-6 S-6 S-6 S-6 z W1 2X22 W1 426 W1 422 W1 4x26 0 C/) " tis 4_1 ti x h J'S (o x ��+� `SS• x x Lj ysS x x h SSSS` xLr) Q. z A � f1 cn A OPP. A .�• A OPP, A A OPP. A , A OPP. U S-6 'r = S-6 HAND S-6 S-6 HAND S-6 S-6 HAND S-6 S-6 HAND Z 0 � T/SLAB = +0$-0" T/SLAB = +0'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" U 0 w J_ ? 8 m A ELEVATION rB ELEVATION c ELEVATION rD ELEVATION z �S-6 SCALE: 1/8" = 1'-O" S-6 SCALE: 1/8" = 1'-0" S-6 SCALE: 1 /8" = 1'-0" S-6 SCALE: 1/8 = 1 '-O" _ w o N V J cn w w N OPENING MECH. UNIT BAR JOIST METAL DECK LOAD LOCATION p L4x4xY x0'-4$1 w 0 . o'o L 3x3xY Z gm R, v ,� /6 o $ P I % THICK _ _ _ _ _ Jaz It��� I I FPLATE COLUMN � Q o a't I I ��� T.S. I I i DIAGONAL BRACE HANGER W Q a- � I I �� /6 TYP. LOAD LOCATION J Q z TYP. woo 1/4 I I � � 16 ii c DETAIL L 2x2xy4 MECH. UNIT LOCATION TO NEAREST L 2x2xY4 HANGER LOCATION TO NEAREST W.P I W•P• 3 n _ „ BOTTOM CHORD PANEL POINT (ONE SIDE) TOP CHORD PANEL POINT (ONE SIDE) LA S-6 / 1 -0 1/4 404" NOTE; TYPICAL EACH JOIST BENEATH MECH. UNIT. Z TYP. 1/4 � BEAM a 1"x9"x1'-6" BASE 5 » 3 '_ » E DETAIL I PLATE W/6--Y„Ox6„ /s GUSSET PLATE ERECTION L 6x4x/x0 6 , „ z 1/4 HEADED STUD ANCHORS @ �. BEAM ; ; BOLT, TYP. TYP. 16 L 5x5x3/ AT MECH, S-6 3/ = 1 -0 D ` UNIT CURB M /�/ / \ \\ _� cn RTU PLAN NOTES 3 �. HSS5x5 L 2x2xY SEE w U- 1/4 1/4 404 Tom' BRACE, TYP. DET. E/S-6TYP. 1. SEE DETAIL C/S-6 FOR DECK SUPPORT AT ROOF OPENINGS. v 16 U Q w 2. SEE DETAIL D/S-6 FOR ANGLE SUPPORT BENEATH MECHANICAL UNIT CURB. 00 Ir-A \ DETAIL B DETAIL O Q z \1-6 %” = 1'-0" S-6 3/" - 1'-0" D DETAIL 3. SEE DETAIL E/S-6 FOR JOIST STIFFENER AT MECHANICAL UNIT SUPPORT. w z 4 4 it Q S-6 / = 11-o11-oll 4. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR MECHANICAL UNIT & J LL W o ROOF DECK OPENING LOCATIONS. O Q m w U w U z Z z z � Q Q Zi Q Q w o , m z a� t'>\rI 4 r,,p•'1 r W M o GENERAL NOTES 3. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN F. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES, ETC., BEFORE POURING CONCRETE I. DESIGN OR STARTING WALL CONSTRUCTION. $ "FLORIDA 2004 EDITION REINFORCEMENT". SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL G. UNLESS SHOWN ON THE PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE REQUIRED SPECIAL INSPECTIONS A. FLORIDA BUILDING CODE , FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL B. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-02). AND ACCESSORIES. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL .a c° 0 C. ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. DO NOT H. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL INTERACTION ' STEEL FOR BUILDINGS" (AISC; JUNE 1, 1989), WITH CURRENT COMMENTARY. " BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS D. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. 4. HORIZONTAL REINFORCEMENT IN FOOTINGS AND TURNDOWN SLABS SHALL BE OCCURRING DURING CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS FREQUENCY -� CONTINUOUS AROUND CORNERS. COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING 1 . SPREAD FOOTINGS AND CONTINUOUS FOOTINGS CONTINUOUS PERIODIC -� II. DESIGN LOADS 5. TIE ALL REINFORCING STEEL AND EMBEDMENTS IN CONCRETE SECURELY INTO CONSTRUCTION, TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL A. INSPECT PLAN DIMENSIONS AND DEPTH °O A. ROOF DEAD LOAD.................................................................................15 PSF PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED AND X �'' .....20 PSF B. INSPECT QUANTITY AND SPACING OF BARS ; B. ROOF LIVE LOAD.............................................................................. MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR X C. WIND LOAD DURING ALL CONSTRUCTION ACTIVITIES. CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND C. INSPECT PROPER CLEARANCE TO BARS AT TOP, BOTTOM a. 1. BASIC WIND SPEED (3 SECOND GUST)........................................120 MPH 6. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, STAGGER SPLICES ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC. THE STRUCTURAL AND IS PROVIDED X 2. WIND IMPORTANCE FACTOR, I................................................................1.0 WHERE POSSIBLE. ALL LAP SPLICE LENGTHS NOT SHOWN ON THE PLANS SHALL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 3. BUILDING CATEGORY II BE A CLASS B TENSION SPLICE, IN CONFORMANCE WITH ACI 318-02. I. STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS D. VERIFY PROPER LAPS ARE PROVIDED X 4. WIND EXPOSURE C C. STRUCTURAL STEEL SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE E. INSPECT FOR PROPER DOWEL EMBEDMENT INTO FOOTING � 5. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)....+0.18/-0.18 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, EXCEPT THAT ALL WIDE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND AND EXTENSION ABOVE FOOTING X 6. COEFFICIENTS AND PRESSURES FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. FABRICATION CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER F. INSPECT FOR CORNER BARS, STEP BARS, DOWELS, a.) Qh = 31.7 PSF; Oz = 31.7 PSF AND ERECTION OF STEEL FRAME SHALL BE AS PER AISC MANUAL OF STEEL LICENSED IN THE PROJECT STATE, REVIEW DOES NOT RELIEVE THE CONTRACTOR ANCHOR BOLTS, OR EMBEDDED MATERIAL X b.) Kzt - 1.00 CONSTRUCTION, NINTH EDITION. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH G. VERIFY SOILS ENGINEER HAS APPROVED DESIGN BEARING 2. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B CONNECTIONS, CONNECTIONS FOR BEAMS SHALL BE ADEQUATE TO PROVIDE FOR C.) Kh = 0.86 F 46 KSI) OR ASTM A500, GRADE C (Fy = 50 KSI). THE REACTION DUE TO THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD FOR THAT CAPACITY X o d.) Kz = 0.86 3. ALL WELDING SHALL BE BY QUALIFIED WELDERS AS PER AWS SPECIFICATIONS, SPAN, BASED UPON THE ALLOWABLE UNIT STRESSES, UNLESS A GREATER REACTION H. VERIFY THAT ALL LOOSE MATERIAL IS REMOVED FROM c e.) GUST FACTOR = 0.85 UTILIZING E70XX ELECTRODES, ALL FIELD WELDED CONNECTIONS SHALL BE IS INDICATED ON THE PLANS. MINIMUM 3/4 INCH DIAMETER BOLT REQUIREMENTS BOTTOM OF FOOTING. NO SIDE FORMING IS PERMITTED X 7. AS THE BUILDING HAS BEEN DESIGN AS AN ENCLOSED STRUCTURE, INSPECTED AND TESTED BY A QUALIFIED TESTING AGENCY. COPIES OF ARE AS FOLLOWS: COMPONENTS AND CLADDING DETAILED BY OTHERS, INCLUDING WALL I. INSPECT BOLTS TO BE INSTALLED IN FOOTINGS PRIOR TO COVERINGS, ROOF COVERINGS, EXTERIOR WINDOWS (FIXED AND OPERABLE), WELDER'S CERTIFICATE SHALL BE AVAILABLE AT THE SITE. DOORS OVERHEAD DOORS, ETC., AS APPLICABLE, SHALL BE DESIGNED BY 4. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER, MINIMUM ROWS OF BOLTS AND DURING CONCRETE PLACEMENT X* X ' OTHERS TO RESIST DESIGN WIND PRESSURES FOR THE BUILDING. ASTM A325-N HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN MEMBER #/ROiWS 0 8. COMPONENTS AND CLADDING (TO BE USED FOR THE DESIGN OF EXTERIOR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO 1/2 TURN PAST A W12 2 ROWS 2. STRUCTURAL STEEL SNUG TIGHT CONDITION. BOLTS IN BRACED FRAMES SHALL BE SLIP CRITICAL, W14 3 ROWS A. MATERIAL VERIFICATION OF STEEL MEMBERS, HIGH U) COMPONENTS AND CLADDING MATERIAL): CONNECTIONS SHALL BE ASSEMBLED AND TESTED ACCORDING TO SPECIFICATIONS W16 3 ROWS STRENGTH BOLTS, NUTS, WASHERS, AND WELD MATERIAL X* X FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. W18 4 ROWS B. CHECK ANCHOR BOLTS AND GROUTING OF BASE PLATES X* X Z 3 5. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. W21 5 ROWS V 0 6. EXPANSIVE GROUT BENEATH BASE PLATES SHALL HAVE A MINIMUM ONE DAY C. INSPECT COMPLETE PENETRATION OF GROOVE WELDS X COMPRESSIVE STRENGTH OF 3,000 PSI AND A MINIMUM 28 DAY COMPRESSIVE J. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND D. INSPECT COMPLETE PENETRATION OF MULTI-PASS FILLET z STRENGTH OF 5,000 PSI. ELEVATIONS, ABOVE AND BELOW GROUND, PRIOR TO ORDERING MATERIALS WELDS X 0 Ixrn 7. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF STANDARD SHOP PRIMER. AND BEGINNING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY V 0 2 �� wi PRIMER. K. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, WELDS > 5 16 X Q S N O D. BAR JOISTS ELECTRICAL FIXTURES, MECHANICAL DUCTS, CEILING HANGER ASSEMBLIES, F. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET -"� z °0 �� 1. BAR JOISTS, ASSOCIATED BRIDGING AND ERECTION SHALL CONFORM TO SJI PLUMBING EQUIPMENT, ETC., WITH ALL, TRADES EFFECTED AND EQUIPMENT WELDS < 5/16 X 3 PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK CONTRACTOR SHALL � � � SPECIFICATIONS. m w W 3 i� 1 � 2. JOISTS SHALL BE DESIGNED FOR NET WIND UPLIFT OF 50 PSF BY THE JOIST VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING G. INSPECT HIGH-STRENGTH BOLTING X* X j z SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH H. INSPECT ALL JOISTS ARE WELDED DOWN OR CONNECTED � �� FABRICATOR. ANY ADDITONAL BRIDGING OR BRACING REQUIRED FOR THE ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF TO STEEL Z U 5 5 BOTTOM CHORD AND ITS CONNECTION TO THE JOIST MEMBERS SHALL BE SHOWN ,� X �w., x 1 2 � 2 I ON THE SHOP DRAWINGS. ANY CONFLICT AND/OR OMISSION. MODIFICATIONS OR CHANGES AS A RESULT OF I. INSPECT ALL BRIDGING, X BRIDGING AND Cn - N I � I 3. BAR JOIST BEARING SEATS SHALL BE MADE OF MIN. 1/4" THICK STEEL. THIS COORDINATION SHALL BE DETAILED, NOTED AND SUBMITTED IN SHOP MISCELLANEOUS STEEL IS IN PLACE � W U � d°° DRAWINGS. SEE ARCHITECTURAL DRAWVINGS FOR ANGLES, CLIPS, PLATES, ETC., X 0 W �i �� E. METAL ROOF DECK J. INSPECT THAT FIELD WELDED AREA A P 4 4 1. METAL ROOF DECK AND ATTACHMENTS SHALL CONFORM TO SDI SPECIFICATIONS. AND OTHER MISCELLANEOUS ITEMS. S RE PAINTED X 3 2. STEEL ROOF DECKING ATTACHMENT: L. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING COVER SHALL BE K. INSPECT THAT FRICTION TYPE CONNECTIONS HAVE NO I a.) STEEL ROOF DECKING SHALL BE CONTINUOUS OVER 3 OR MORE SUPPORTS. PROVIDED FOR REINFORCEMENT: " PAINTED SURFACES, ALSO, STEEL EMBEDDED IN CONCRETE X , b.) UNLESS INDICATED OTHERWISE, FASTENING OF ROOF DECK UNITS TO 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3 L. INSPECT THAT METAL DECK IS WELDED AS CALLED FOR JLL 5 5 I SUPPORTS SHALL BE MADE BY 5/8 INCH DIAMETER FUSION WELDS WITH A 2. CONCRETE EXPOSED TO EARTH OR WEATHER: " ON DRAWINGS X - - ' MAXIMUM SPACING AS FOLLOWS: a.) #6 THROUGH #18 BARS.,......,...�.......................................................2 � a = 70-0$p M INSPECT THAT PROPER BEARING IS PROVIDED FOR JOISTS ' END LAPS, ENDS TERMINATING AT SUPPORTS AND AT DECK b.) #5 BAR W31 OR 031 WIRE AND SMALLER.. 1 1/2" M. w � CONTINUOUS OVER SUPPORTS - 12 INCHES ON CENTER MAXIMUM 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: AND BEAMS ON STEEL OR CONCRETE XL77 r) rn SPACING. a.) SLABS, WALLS AND JOISTS, #11 BARS AND SMALLER..............3/4" N. INSPECTION OF STEEL FRAME JOINT DETAILS FOR POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ii. WELDS AT SIDE SUPPORTS - 12 INCHES ON CENTER MAXIMUM b.) BEAMS AND COLUMNS, PRIMARY REINFORCING, TIES, COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X SPACING, STIRRUPS AND SPIRALS.............................. . . . ..........1 1/2" MEMBER LOCATIONS POS, PRESSURE POS. PRESSURE POS, PRESSURE POS. PRESSURE iii. ALONG THE DECK PERIMETER, WITHIN A DISTANCE OF 9 FEET OF M. REINFORCING, STRUCTURAL STEEL, BAR JOIST, COLD FORMED METAL FRAMING AND APPLICATION OF JOINT DETAILS AT EACH CONNECTION LOCATION ON BUILDING < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. THE EXTERIOR WALLS, ALL WELD SPACING R ACING SHALL BE EDU TO 6 METAL DECK SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE INCHES ON CENTER, MAXIMUM SPACING. CONTRACT DOCUMENTS, AND ANY COMMENT SHOWN IS SUBJECT TO THE REQUIREMENTS 0. VERIFY REQUIRED CAMBER OF BEAMS X FIELD AREA ® 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF iv. SIDE SEAMS SHALL BE WELDED OR SCREW FASTENED WITH NO. 10 OF THE CONTRACT DOCUMENTS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER �p SHEET METAL SCREWS AT 24 INCHES ON CENTER. DOES NOT RELIEVE THE CONTRACTOR OF THE REPONSIBILITY TO REVIEW AND CHECK CORNER AREA5[1 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF F. COLD FORMED METAL FRAMING THE SHOP DRAWINGS BEFORE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE 1. COLD FORMED METAL FRAMING FOR STUDS SHALL BE "CSJ" TYPE, WITH 1 5/8 FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS, THE I CONCRETE VERIFICATION AND INSPECTION INCH WIDE FLANGES AND 1/2 INCH MINIMUM FLANGE RETURNS. RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, COORDINATION AND COMPLIANCE A. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X ' NEGATIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS 2. DESIGN OF COLD FORMED METAL FRAMING MEMBERS AND CONNECTIONS IS THE WITH THE CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR. REPRODUCTION B. VERIFYING USE OF REQUIRED DESIGN MIX X SOLE RESPONSIBILITY OF THE CONTRACTOR, SHOW SIZE, GAGE DESIGNATION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. ELECTRONIC NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE AND SPACING OF MEMBERS AND ALL CONNECTIONS IN SHOP DRAWINGS, SEALED DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF C. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, LOCATION ON BUILDING < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. INDICATE STRUCTURAL DARWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. AIR CONTENT AND DETERMINING THE TEMPERATURE OF e SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND N. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FIELD AREA ® 37.1 PSF 35.6 PSF 33.6 PSF 32.1 PSF DETAILS REQUIRED FOR PROPER INSTALLATION. FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED FOR STRENGTH TESTS 3. METAL STUDS SHALL BE 18 GAGE MINIMUM AND CONFORM TO SSMA STANDARDS. ON THE PLANS. X CORNER AREA Q 45.7 PSF 42.6 PSF 38.6 PSF 35.6 PSF STUDS SHALL HAVE A YIELD STRENGTH OF 50 KSI FOR 12, 14 AND 16 GAGE 0. THE CONTRACTOR SHALL COORDINATE WITH THE QUALIFIED TESTING AGENCY, D. INSPECTION OF CONCRETE PLACEMENT FOR PROPER AND 33 KSI FOR 18 GAGE STUDS. BRIDGING AND CONSTRUCTION DETAILS RETAINED BY THE OWNER, TO INSPECT AND TEST THE FOLLOWING AS PART OF APPLICATION TECHNIQUES X SHALL BE IN ACCORDANCE WITH SSMA TYPICAL DETAILS. THE SPECIAL INSPECTION PROGRAM: E. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING fi ROOF WIND UPLIFT PRESSURES 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT 1. SOILS AND FOUNDATIONS TEMPERATURE AND TECHNIQUES X g l i s DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE 2, CONCRETE, INCLUDING MIX DESIGNS UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT 3. STRUCTURAL STEEL F. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO Z 1- 199 - ZONE < ZO SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE THE CONTRACTOR 4. COLD-FORMED METAL FRAMING REMOVAL OF SHORES AND FORMS AS APPLICABLE. X z 0 finIt es 4 PSF 5 PSF 35.2 PSF 34.3 PSF OF FULL RESPONSIBILITY FOR THE DESIGN OF THE COLD FORMED METAL 5. MASONRY CONSTRUCTION a 37. S 36. STRUCTURAL MEMBERS AND THEIR CONNECTIONS. P. IN PRODUCING THESE DRAWINGS, BROWDER + LEGUIZAMON AND ASSOCIATES, INC. w < Z o 5. COLD FORMED STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN HAS ASSUMED THAT THE ARCHITECT AND THE OWNER OR THE CONTRACTOR AND THE 0 < _ r o F2] 62.8 PSF 56.1 PSF 47.3 PSIF 40.6 PSF ACCORDANCE WITH AIS( "SPECIFICATION FOR DESIGN OF COLD FORMED OWNER HAVE PERFORMED SUFFICIENT LEGAL INVESTIGATIONS TO VERIFY THAT THE 4. COLD-FORMED STEEL FRAMING UL < v dl 0 94.5 PSF 78.3 PSF 56.8 PSF 40.6 PSF STEEL STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN CONSTRUCTION DESCRIBED IN THESE DRAWINGS WILL NOT VIOLATE ANY EXISTING A. INSPECT SIZE AND SPACING OF MEMBERS X LU 0 o ,� U. LEGAL EASEMENTS, COVENANTS, ETC., WITH REGARD TO: o Lr SPECIFICATION FOR COLD FORMED STEEL STRUCTURAL MEMBERS . B. INSPECT FASTENING OPERATIONS OF ELEMENTS X a I- g 1 LEGAL BOUNDARY OR BOUNDARIES OF THE REAL ESTATE THAT THIS PROJECT IS < o r• III. FOUNDATIONS 6. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMODATE VERTICAL TO BE CONSTRUCTED ON OR LEGAL BOUNDARY OR BOUNDARIES OF ADJACENT REAL C. INSPECT SCREW FASTENING BOLTING ANCHORING AND LU < Q 8$ A. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE (BEARING PRESSURE OF 2500 DISPLACEMENT OF THE PRIMARY STRUCTURE. ' J Z o o S PSF IN ACCORDANCE WITH RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 7. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED ESTATE. OTHER FASTENING OF COMPONENTS X LU p O EXPLORATION BY UNITED CONSULTING DATED MARCH 16 2006. PRIOR TO IN SSMA TECHNICAL NOTE NO. 1 PUBLISHED JANUARY 2001. 2. LEGAL BOUNDARIES GOVERNED BY THE BUILDING CODES THAT LIMIT LATERAL w U U a PLACEMENT OF REINFORCING STEEL AND CONCRETE, THE UPPER 12 INCHES OF 8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION, THE BOTTOM OF THE FOOTING EXCAVATION SHALL BE COMPACTED TO MINIMUM STANDARD CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION. 3. LEGAL BOUNDARY OR BOUNDARIES GOVERNED BY BUILDING CODES THAT LIMIT 95% OF THE MATERIAL'S MODIFIED PROCTER MAXIMUM DRY DENSITY. ALL G. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL DEPTH BELOW GRADE AND/OR HEIGHT ABOVE GRADE (INCLUDING AIR RIGHTS) (*) FOR MOMENT FRAME COLUMNS AND BRACED FRAME COLUMNS RECOMMENDATIONS OF THE REFERENCED SUBSURFACE INVESTIGATION SHALL BE STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL OF CONSTRUCTION. FOLLOWED. FRAMING OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH 4. CONNECTION OF PROPOSED CONSTRUCTION TO ANY ADJACENT EXISTING z B. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN SYSTEMS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY OTHERS AS REQUIRED CONSTRUCTION THAT IS BESIDE BELOW OR ABOVE PROPOSED CONSTRUCTION. NOTE: REPORTS OF INSPECTIONS VERIFICATIONS AND/OR TESTINGS SHALL BE O 5 BROWDER + LEGUIZAMON AND ASSOCIATES, INC. REQUIRES THAT IF ANY OF THESE SUBMITTED EVERY TWO WEEKS OR LESS AS REQUIRED TO ALLOW FOR TIMELY _ -0 OF THE BUILDING LIMIT SHALL BE COMPACTED TO 95% OF THE MODIFIED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. PROCTER MAXIMUM DRY DENSITY. THE UPPER 12 INCHES SHALL BE COMPACTED H. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. ASSUMPTIONS ARE NOT TRUE, THAT EITHER THE OWNER, ARCHITECT OR CONTRACTOR REVIEW AND FIELD MODIFICATIONS IF ANY ARE REQUIRED. SHALL NOTIFY BROWDER + LEGUIZAMON AND ASSOCIATES, INC. PRIOR TO z TO 98% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH CONSTRUCTION. C. ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE INSPECTED BY A USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. Q, SHOP DRAWING SCOPE NON-DESTRUCTIVE TESTING QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE REQUIRED BEARING CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. 1. PREPARATION OF REQUIRED SHOP DRAWINGS, CAPACITY AND/OR COMPACTION IS AVAILABLE. IF ANY PORTION OF THE FOOTING HOLES SHALL BE DRILLED AND CLEANED AS PER THE MANUFACTURERS INSTALLATION 2. CHECKING OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR PRIOR TO NONDESTRUCTIVE TESTING OF ALL WELDS IN THE MOMENT FRAME �'�' N OR SLAB ON GRADE IS FOUND TO OCCUR IN AN UNSTABLE OR UNSUITABLE SOIL, INSTRUCTIONS AT NOT LESS THAN THE MINIMUM EDGE DISTANCES AND/OR SPACINGS MEMBERS IS REQUIRED AS FOLLOWS: N THE ENGINEER SHALL BE NOTIFIED. INDICATED IN THE MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, SUBMITTAL TO THE A/E, WITH PROPER SHOP DRAWING STAMP AFFIXED. Q M ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM 3. SUBMITTAL TO THE AA FOR REVIEW, ALLOWING A MINIMUM OF FIVE (5) A. GROOVE WELDS SHALL BE TESTED ONE HUNDRED PERCENT BY J FULL WORKING DAYS IN THE ENGINEERS OFFICE FOR THIS REVIEW. LARGE EITHER THE RADIOGRAPHIC OR ULTRASONIC TESTING. W u. IV. MATERIALS EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER. SUBMITTALS WILL REQUIRE MORE THAN FIVE (5) DAYS. B. ALL FILLET WELDS SHALL BE INSPECTED BY VISUAL MEANS. _ A. CONCRETE 4. REVISION TO SHOP DRAWINGS AS NECESSARY FOLLOWING A E REVIEW SEE / U 1. CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE NORMAL WEIGHT, WITH A V. MISCELLANEOUS TESTING SHALL BE IN ACCORDANCE WITH AWS C. RADIOGRAPHIC MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c= 3,000 PSI. THE PROPOSED A. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE GENERAL NOTES FOR ADDITIONAL INFORMATION. U w MATERIALS AND CONCRETE MIX DESIGN SHALL BE DOCUMENTED AND REVIEWED (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT 5. RECHECKING OF REVISED SHOP DRAWINGS BY THE GENERAL CONTRACTOR. D1.1-96, PART E. U BY THE OWNER'S TESTING LABORATORY. IT IS THE CON'TRACTOR'S DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES 6. RESUBMITTAL TO THE A/E, IF INDICATED ON THE ARCHITECT OR ENGINEER D. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS 0 RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH. RESULTS OF THE OWNER, CONTRACTOR, ENGINEER, SUPPLIER OR ANY OF THEIR CONSULTANTS, SHOP DRAWING STAMP. �7. REVIEW OF SHOP DRAWING SUBMITTALS SHALL NOT BE CONSTRUED AS D1.1-96 PART F. Q Z �" < OF CONCRETE TESTING SHALL BE AVAILABLE AT THE SITE. AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS, NOR AUTHORIZING ANY CHANGE IN THE CONTRACT SUM OR CONTRACT TIME. ANY W H 2. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD ANY V < COST FOR RE-DETAILING DUE TO SHOP DRAWING REVIEW COMMENTS SHALL BEui IS NOT PERMITTED. DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE BORNE BY THE CONTRACTOR. La: 0 3. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE CONCRETE SLAB OR OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES O U > WALL THICKNESS WITHIN THE SLAB OR WALL, UNLESS SPECIFICALLY INDICATED CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. Q J _ N ON THE STRUCTURAL DRAWINGS. B. THE CONSTRUCTION DOCUMENTS CONSIST OF THE ENTIRE SET OF DRAWINGS AND H U W3 a o 4. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION OF SPECIFICATIONS OF ALL DISCIPLINES. STRUCTURAL CONTRACT DOCUMENTS0 Z L Cl SLEEVES, ACCESSORIES, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND Z `lz -o MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS OR a -' IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES, SLOPES AND SLB MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. z os DEPRESSIONS. C. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT NTH THE CODE .� W � o 5. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS. OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. w Z � as C.] 6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED T0, HONEY- � COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHAH BE WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST a REQUIREMENT SHALL GOVERN. REPAIRED, EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL D. IT IS EXPECTED THAT THE GENERAL CONTRACTOR BE EXPERIENCED IN THE TYPE ENGINEER. B. BAR REINFORCING STEEL CONSTRUCTION REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, 1. ALL BAR REINFORCING STEEL IN CONCRETE SHALL CONFORM TO ASTM A615, GRADE 60. F PLUMBING AND CIVIL DOCUMENTS PRIOR TO ORDERING AND/OR FABRICATION 0 ANY 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE MATERIALS AND/OR THE CONSTRUCTION OF ANY ELEMENT. ARCHITECT/STRUCTURAL ►� I HA NOTIFIED F DISCREPANCY ROMISSION. F R T ENG NEER SHALL BE 0 ED 0 ANY DISCRE C 0 0 AND END LAPS OF 8 . PROVIDE IN FLAT SHEETS (ROLLS NOT PERMITTED). DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL ' DRAWINGS. E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. DEC -2329" 006 0 c h EQ. EQ. „ ' 2 2 c ANCHOR BOLTS HSS5x5 WIND POST c b CL o FOOTING SCHEDULE -1'-s" `N " " " „ ` 40 4 0"x4'-0"x1'-0" w/5—#5 EX, B.F. - I --� -- I_ Y x8 xt2 WANCHORS, (2x6s 0 1 r ------ c� BASE PLATE HEADED STUD 50 5'-0"x5'-0"x1'-6" w/6-#5 Ex, B.F. r F77! W.W.F. o I I s-s 60 6'-0"x6'-0"x2'-0" w/7-#6 EX, B.F. I 3" 70 I 3" I I EL. 0'-0" ,, o — I � COLUMN � 1 �o 7,_°„x7►_0•'x2'-s" w/8-#7 EX, B.F. - _ N - -- --- - R x x x x o 2„ s --�f --- \ ------- - -------- ----� � �I' � —— EDGE OF SLAB (TYP.) � � � 80 8'-0"x8'-o"x3'-0" w/9-#8 EX, B.F. I i / I MEN 1 I I CORRI ORI I OUNCE ! I r -- N N TYP. / ,\y 0 z ► ,> " II 124 II J 1126 II _ I i w so s-o xs-o x3'-s w/10-#8 E.w. B.F. _—i _- �, � COLUMN /\ \���� � _ 123 I I �' I oz � 't3I \ N`NI ----- __ 7Q --- �, I T.S. COLUMN, SEE _ U _ I PLAN FOR SIZE t' o" TO R A IE I ( (2)-#4 CONT. „ I 1 I CONTROL JOINT (C.J.) TYP. I DK002 SECTION I -1 -8 r fib' MEN 1 I I - ---- — --- I i / I Ir7 1 i -�-- S—2 SCALE: " — 1'-0" $ � �. i 1 4. � CJ ' I cD wi I , ' �}G ' 1 ISOLATION JOINT (TYP.) POUR SLAB BEFORE POURING f I �-- _ I DIAMOND SHAPE CONT. AROUND z _ pv- 7E ASH VA T - / I I SERVER/EL C. OFFICE I HSS5x5 COL. o COLUMN. PAINT EDGES OF SLABI. �'ON128 D COLUMN = FOOTING WITH BOND BREAKING CURING I� "xs"xt2" w 2 — 4 �x6o 4 /( )HEADED STUD ANCHORS.AGENT BEFORE PLACING 1/4CONCRETE IN DIAMOND. W.W.F. ' W z ,� (2)-#4x3'-0 @ 3" O.C. I (3)-#3 TIES o s°6 8 8_4 r _o' AT MID—DEPTH OF N 1" THICK BASE PLATEL o'-o" U U 8 a INTERNET CAFE , �''• J,;:' SLAB. (TYP. ® ALL I „ , X X X . RE-EV4t �►IT1II��tNERS. 114 r—— —� w/(4)-4 A.B. s, PROVIDE I I INTERIOR ISOLATION JOINT .\///�//\/ z 5 I ) I I I I AND SLAB ON GRADE 0 0 ,;:•. 1 _1 _o 41" PROJECTION ABOVE I I R U 6 S.D. BOKE -- --- *, T/FTG. AND 9 MIN. I I �// /�/,�j \ (2}—#4 CONT. W I I I 0° I I ISOLATION JOIN T \i����\i� /,,�j Z g ro 118 N K EMBEDMENT INTO FTG. I I (SMOOTH VERT. SURFACE) \ -� ; I I I CLOS t o I I - ;,;. ;.;. .,....,.::,'...: ••: •... :: ; I - �-' , CHI DREN S AREA 113 _ ' I x x x x R. w I VAPOR BARRIER m -800 ci 0 uj I 80 I I , _, w x ' ► „ I I o o _ ,� / / / , \� \� \ P F PLAN FOR FTG. - N f� -11 �� I I �Q _ " 1 8 r7 � / � i SEE LAN OR SIZE & REINF, � 1 2 \-(4)—#6 U d ao i II II T/FTG. ELEV. 4 — COL, W ' I I �' - 1)/2GROUT PAD ( ) #s � ; I �ORIIROI— -- TELLERS I I II i I 3 SECTION \ � I I I I I I I 1 1 ; I " 3" MIN. CONC. COVER SCALE: -Y4* = 1'-0" � � I I I � 180 � � � I + I S-2 U � r-; III FOR A.B. s & BASE IE G DRIVOUP TELLE /�\ ,��` L I 1 117 / / � I - w (2)—#4x —0 @ T T /� // i ( SIM. I MID—DEPTH OF SL /G J\ /� / CJ CJ ; I I i I CJ /� , I o I , // 111 , I ► b� I I ;4'- " �.�% AREA ; I 1 -2 -- Q° N Fr 108 ; I _ " SEE FOUNDATION PLAN, I I I TICK SLAB TO I ( 1 a 3 CL. W.W.F. - --, FCR I HT � FOR SIZE AND REINFORCING EL. o-o II ORY — #4 U 0 u —_—�'' ►r a „ I I o ® 12 .W., B.F. 50 SECTION 0 o Y I �r NIGHT EP. I I F A S-2 SCALE. 3/4 = 1 -0 / / 100 � I la COIN ►_ ►, r— I —� — I Ln I i ' Ito COU R -1 8 i I � — \ - I FIDR VE P LANES I cJ C cJ LOB cJ O TE d- I REST 10 ---- I-- - ---� 140 5 „ 1,-°" (2)-#4 I 1 I L J 6/ 1'_0„ 1,_0„ CONT, 6 I —j ORAGE 102 // -- I - 8 P TM A ' 106 II // So I VAULT WALLS AND TO & BTM. 4 SECTION �, 6 I os " I / � TO BE REINFORCED WITH 2 LAYERS OF " _ • w g �ias 10—5 ' �„ / / , 2 EXPANDED METAL TO BE PLACED IN Y"� SMOOTH ROD S-2 SCALE: - 1 -0 z I F.S.o #2 F.s.o #1 ° I 0 ACCORDANCE W/RECOMMENDATIONS OF 24" O.C. � o I I Oz SUPPLIER. PROVIDE A CLASS 1 RATING. ' I ' 144 103 I GREASE END IN oC Q z I , MANAGE 0 0 I I o w I OHO X �. I _t _6 I i 105 4" SLAB 0 IL. PLAS C �I LATERPOUR) � � U �� $� „ ,I VAULT WALLS 6 f, 6"x6"-10/10 w O � ,A I VAPOR B A RI N 4 I it W 4-#5 T.F. (TYP.) � I I GRANUL E. � � & BTM. SLAB W.W.F. � a a r— — ---- -- r REINF. �x6 114311) .4 - 0- V? r— .I I x ,�rLJJ LU a z o $ .� I , I I D w W p C I I �— O L- I 16o --1--------------- ---- ----------- -- I I I aI L--------- ----- ----- - I c co I 3 ---- -----__--- __ - I- 3" I - - - - 7"0 6" TYIL P. #4, CONT. sIM. I , — -------- -- -� A �- VAPOR _ _ F - - o 1'-8 2'-4" 7 o x22 o x2 6 TG. _1,_8" L ( BARRIER _ W/#5 @ 12 EX, E.F. —— 2 L_ . .. . „ " - s SECTION A 4—0 x8—0 xt —6 FTG. ►-2„ S-6 10" W/#5 ® 12" EX, E.F. 1'-5" 111" — SCALE: 3 4„ = V_0„ S 2 / F— M IN 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" i M 6s'-4» � COLUMN = � FOOTING--\I J 1/4 w U- 9 9 6 5 4 2 III EXTRA REINF. (SEE PLAN) 1 x10 x1 -6 BASE 1.1 W.W.F. 6 x6 -10 10 m 3 ,r » , „ I n n / W/(4)-Y4"0 A 30 7 A.B.'S III .J SLAB & FOUNDATION PLAN ELEV. o o Z U- Q z (6)-#4, X X CL his =1 -0r_1 CL Lij „ CONT. I III I z w a N I o TOP OF SLAB ON GRADE DATUM ELEVATION — +0 0 (10)—#4, CONT. W.W.F.WWF6 x6 10/10 I x I II I X �- C) > ELEV. -0'-0" III < o - INDICATES TOP OF FOOTING ELEVATION r / I I \ \' 0 = o0 X_ x x x x \����� ELEV. -1'-6» v W U o z � z • `� (l)-HEAVY HEX III II z m „ „ x w ( } I „ PA a z m 6 x6 - 10/10 W.W.F. , , NUT PER A.B. ----bb j 0/2 GROUT D ¢ Q / D SLAB ON 6 x 6 - 10/10 W.W.F. // /\/ \ ��/,�;\ o i 0° w r 1 „ / ��i/�i \ ELEV. -1 -6 I z � D 2 0 2 D 1/8” R EA. SIDE GRADE 1/ CL. „ „ �\.. w (17 11 CL. / 1/8 x 1 SAWCUT OR ZIP JOINT N a 1: 3 SLOPE NOTES:0 X X X x x x X X x 6 SECTION 1. C.J. ON PLAN INDICATES JOINT IN S-2 SCALE: 3/4" = 1'-0" 4" GRANULAR 'i /i`1 4" GRANULAR 'i / �i SLAB ON GRADE. " " ' ��%�% ��%%� VAPOR BARRIER ���/���%�%\ VAPOR BARRIER FILL FILL , `B:FF,,. D = 4 2. CONSTRUCTION JOINTS MAY BE 7 SECTION PROVIDED IN LIEU OF CONTROL JOINTS. j c� TYPICALCONSTRUCTIONJOINT DETAIL TYP I CAL CONTROL JOINT DETAIL - SCALE. 3 4 S 2 . DEC X06 -1 M cv C H /Id fy"1 i' v V c II II o. > i WR W ' ' •.V•t 00 � 11 m tis �N - ys �N `rcS HSS5x5XY S-6 HSS5x5XY s�• +sA BRACE BRACE +sII WT4X2 7 w ' N / I I CORRIDOR OUNG _ '�, I l MEN 1I I 124 11 926 I y sN Fl-23 +s-�. to ,� o Al2x.14 Y W o 10 _ m - TORA IE ( u ~ m ^i _ 450 LB. J HSS5x5xY DIAL. N � 12 9 BRACE I -, _49 +s + 2 g H WH COR IDO LANGE "A C14 ` L � �: / 24KSI �a ° 3 6 AS-H- -�/ T , - - - - - - - - - - - E C�- - - - vP I=Imo- - - 119 C 0 P 16P IuB, DEEP, 18 GAL 127 x 52$1 D (n El', 1 / METAL F DEC ^5 3 N S-6 _ CL LU o HSS5x5xY4 BRAE I TERNET CAFE '..:. I INTERNET CAFE V B CE z ., 8 L114 � I '�':: WAITING 8 114 N I � FL T WAITI _ :.+ 4 x y HSS 3x 3xY KNEE BRACE, -4 O B ti N J s 1 0 I U — S-6 S,S' 120 N ss+ 2 TYP, TO LOW BEAM h MOMENT CONNECTION' w S.D. BOXE I - - - - - - _ - _ - _ - - _ - _ _ _ _ _ _ `��' '` oo I S (SEE SECTION 10/S-4) �`' 00 I•- 8 ' - I - — I W18x 35 — 1 _..I z N K o o + W18x60 CL �o 04 to 10 ( CLOSE c Qo 4 4 _4 - - 1 113 ` Z r'. • f; .: :.y ' CHI DREN S AREA ,� CHILDREN'S AREA ' I 112 z v & - - - - - - I 112 - - - - - -1 j4- - - - - - - - -0- - - - - - - I C� w x _ _ R — � I _ I �" I _=111 \ I U) z a y HSS xSxY I I- I -11 ! I ;' I 1 w I V J U ^ PARA ET I-- - - _ III / I ( 1 1- - - _JI ( l I w1 o s I o I N C) W IQ 16 �0p S� � +s POST UP i,��ORKRO i I I � I � � ORKRO I I I ( ( - - � a � <.. � TELLERS ( I I �' "'I -�ELLRS- - -I - - - - - - -I- - - - - - - I �' _4 H 16x26 I I ( � SS 3x 3xY I H � C80.1 . LO BRACE o I �, � - ; I I +s � = -� I BRACE BTM. UI J �— G I iBEAM----.:.II W16x 6 HI ( I I I III FLANGE OF I - A G G _. - - - 411606 CLO)l �-- -J DRIVE-Up ELLE /�\ � 117 / \�" ; 8 w I x 2 R /\ > AITING �\`��!��/ - - - - - - - - - AITING 16 2 / —� Y�\ /ce I N / _- 11'-0" m �, �,., \\\,// / AREA I I 1 1 "�,DP!18 GA. GALV. AREA ( ,'� N ►► I I m R E I N I F I �+ p v 1I DEEF, 18 GA, G LV. R I--- - il- - - - - - - x 108 I 9 I ` * AL ROO DECK 1 8 I �hh Q g ME AL �OF D CK F -1 ,� NI x 3 � _�- 3 W 11 ti r ysss I � 00 c'I I Lr, of � G.o (n „ h I ' W18x35 COFFE o = WIBX35 COFFE 0 I II I MIGHT � F F o n - - - - - - 110 v i 110 I to �uj ' I I .� BRACE COIN 34 AHu 2 12 yss Un II '�s�s g4 1 +hLO `" I W I I �- COUNTOR $ -- -4 s I NT R > + h I I I BTM. N SI -4 + + J R - `s+l I `� _ �-'I D R L N E FLANGEBY 41 11 4 L 0 E U �•~ m_ J01I E m 4 = I I - - - - � - - - - - - 1 I MOMENT 10 o� 18K5 _ RE-ET - - h+ REETE r J I 1 12K1 Q h CONNECTION 4 I m � h X N ORALE 102 �hh / OPP. HAND 102 (TYP.)2 106 I I // I - I 3 I I 11 2 12K1 y 11 _ 5 �/ - - - - - - -1 W o � C8x .5 � — -4 Z I _ _ _ _ _ / o`' — 1 " DEEP 18 GA, I I _ _ _ - _ Q o o 3 EQ. SP. F.S.O #2 F.S.O 1 I I 1 GALV. METAL 0 z o' F.S.O #2 F.S.O #1 I I I 104 I 104 103 ROOF DECK I a z I I M N E 0 103 I 1 0 0 O J 0 I 1 - I I I 10 I M I o > = 0 11 1 1 � I � � 1 1 Q I I I �o W � � 1. ;5 o .," Ln to - - - - - - - - - - - - - - - - I I V _ I We a bog I " " �+o L J VES IBULE � �' �' I N cut VES ULE I— I 5 a s �- o f 15 � � ON ROOF -4 - W (n t ) II s I I 1`Qo 167 LB _4 ss I o I JQz os 0 a - OC U U W16x LO) _ W21x50 �110HSS8x6x LO I I 4" � � c X (�'J HSS3x W1 a 129 LB. e BRACE o o 16 � � s�. o 4 147+i-ss5x&xx- - — HSS5X5xY4 1 A - - - - - - - A I x 2 HSS5x5xY `4 � h+h � �iySs+ �-, x S h •I S O BRACE n n I ,�, ,o +1 u j — `� x I I `�` _ 6 O � A I ui J I u C8x11. N I w 1 I _ 'SJ. -4 w 1 N z � I` R I I °° ' m-' S_6 W I� u► cn 2 . - m I m N N '-2►' 10►' C4 `� 1►_5 1 1" 10 1'-5" 11 1 -4 I I �- 13'-0" 10'-10" 3'-1" 19'-10" 10'-2" 3)_1110$ 2'-2" 3'-1" 19'-10" 10'-2" 3'-1 1" 2'-2" M 68,_4P, 68,_401 w J u/ w L.L. _ 12 11 10 9 7 6 5 4 2 1 9 7 6 5 4 2 1 V 8 3 8 3 U w LOW ROOF & CANOPY FRAMING PLAN HIGH ROOF FRAMING PLAN 0 z Iw Q a yl _0" Lu U a zz U w o PLAN NOTES: a J J 0 Q J 1 - FOR ADDITIONAL DIMENSIONS AND INFORMATION SEE _ ARCHITECTURAL DRAWINGS, O O U w U _z _z UL EE GENERAL NOTES FOR WELDING PATTERN OF METAL QZQ Z 2 S OC a J ROOF DECK. c m F- 3 - JOISTS ARE EQUALLY SPACED WITHIN BAYS U.N.O. 00 W 4 - �- INDICATES MOMENT CONNECTION. SEE SECTIONS z ao 3 & 4/S-5. 5 - STEEL BAR JOISTS SHALL BE BRACED BY HORIZONTAL AND/OR DIAGONAL BRIDGING, AS REQUIRED BY THE STEEL JOIST INSTITUTE. 6 - J/B = JOIST BEARING. �.. A3 7 SEE TYPICAL ROOF OPENING DETAILS C, D & E S-6 :.�« -: CO FOR FRAMING OF OPENINGS THRU ROOF. CONTRACTOR `` ' co TO SUPPLY STEEL FABRICATOR WITH EXACT DIMENSIONS ° 2.AND LOCA11ONS OF OPENINGS THRU ROOF. , t►0 M C`� V 40 12 0XV4, CONT. $ � A4 6 3-12 .0 c Tl- HSS5x5 COL. E %* MTL. ROOF 5/8" PLYWOOD ROOF DECK I I DECK � HSS COL. I T/S EL, VARIES T/S EL. VARIES , " PLYWOOD }j" BASE R UP TO 27'-8" o0 I T/S EL. 90-80' �s DECK T/S EL. 9'-8" --------------------- HSS5x5 COL. , W14 -------- I HSS5x5xY BETWEEN + + Iss COL'S. + + HSS5x5 , 2Y2" I I INFILL W/ 8" DEEP, 18 I �'s GUSSET R S E OF GA. MTL, C-STUDS 016" C8 � CS WEB A D COL. ifs I O.C. (PARAPET ONLY) " 0 4x4xy ANGLE L6x4x%rx0-4 (LLV) EA. SIDE c ' I I L 3x 3xY, CONT. SLOTTED " 016 I W/ 1 Y,6 x2 ,VERT. 6-DEEP, 18 GA. TYP oI his �'�12" TYP. s HSS5x5 COL. HOLE FOR Y O A325 BOLT. C JOISTS ® 2' 0" INFILL W/ 8" DEEP, 18 GA. Xis 01 1 " MTL. ROOF I X16 O.C. I I W12 C-STUDS ® 16" O.C. T/S EL. 15'-6" A.F.F. DECK I " I I ( C W16 W14 I W16 J.B. EL. 24'-2Y2" 4/ co b s 3 SIDES I I I EL. 20'-6" 1 SECTION �6 S—4 SCALE; Y" = 1'-0" i I I I 3 SECTION HSS5x5 O " " 12K U S—4 SCALE: Y = 1 -0 I W14 Cn 6" DEEP, 18 GA. C-STUDS ® 16" O.C. SECTION W z 0 2 SECTION 6 11S -0" SCALE: �" 1 -0" z —4 SCALE: �4'" 1' I I 0 co L 3x V, CON T. 2 4x4xY ANGLE ow g N EL. 200_6„ J : ro " T S EL. 10'-11 " A.F.F. D s 3'®12 I / 3�6 I m W IIII=iullT/S EL. 15'-3" A.F.F. W16 W16 I �� �� HSS5x5 Z L3x344, CONT. 3 SIDES I HSS6x4xY W/Y x10 R CONT. NNN I 4 DEEP, 14 GA. _ W x ; C-STUDS 0 16" O.C. Xs s E Cn 11111111111 Hill lill 11111111111111111111111 lill Hill Hill 11111111111 Hill 111111 ro Ud CAP R W/4- " C8x11.5 s 0 3� TYP., EA. END ; A 325-N BOLTS 5 SECTION X16 CONT. ' LY"x1y14" CONT. R BOT/CHANNEL -4 SCALE: " = 1'-0" 4 Q. EL. 9'-0" A.F.F. 2-L3xV4x0'-3" 6" DEEP, 18 � -J ' \- C5x9 GA. C-STUDS — Y8" GUSSETLL 6 i Xis TYP yl 3" ' ®12" 6-5Y' ® 16" O.C. ( •) 7 4" LL, T/S EL. 12'-6" A.F.F. 6 HSS 3x 344 � r`4 SECTION I y"x10" CONT. � STIFFENERS 0 BEAM HANGER i his 3»�2►► HSS5x5xY BETWEEN COL. 0 PARAPET, S-4 SCALE: X4" = 1'-0" --------------- HSS3x3xY4 TYP SEE 5/S-4, SIM. Nu � AQ T/S EL. 10'-11IXi6" A.F.F. s JOIST W18 , his 3"012►' 0 0 " GUSSET HANGER K 6" DEEP, 18 0 0 7)" GA. C-STUDS W16 0 0 3x3xY ANGLE CSD 16" O.C. 0 6 3f6 3-12 10 I 1Y" MTL. L 3x 3xY4, CONT. i 0 I W16 I i I ROOF DECK I O _ yl T012" T/S EL. VARIES I o 6" DEEP, 16 GA. ' ' 12 SECTION � I C-STUDS ® 16" O.C. W18 4" DEEP, 18 GA. I HSS 3x34 — SCALE: �" = 1'-0" I I C-STUDS ® 16" O.C. - TYP. EA. S 4 4 �¢ 1►_0» W14 1 his END Y4 x10 1 Ye" GUSSET, TYP. W Cl CON T. R I I L 3x V, CON T. Z � � �s D SECTION 0 z O s 3'X12 I I w d Z S— " — 1'-0" ®-------------- y16 0 0 : mc,*. t 4 SCALE: I " > � � i0 W 0 • I O co EL ' - a (n WZ W18 JOIST HSS5x5 W14 I W Q a 6 EL. 20►_6 11 y" STIFFENER 0 48" O.C. I 6" DEEP, 18 GA. � OC U U i� a C-STUDS 0 16" O.C. L 3x 3xY4, CON T. I /"00 E TI NSECTION 10 SECTION 11 SECTION '8 S C 0 9 I L 3x V, CONT. " z MTL Xis 3"®12" — SCALE: �" = 1'-0" — SCALE: �" = 1'-0" S-4 SCALE: Y4" = 1'-0" S-4 SCALE: �" - 1'-0" i ROOF DECK S 4 4 S 4 4 0 0111111111111 11 ; )4s .._. T/S EL. 15'-3'' A.F.F. " z I I ' I I I " C B C B A M 4 DEEP, 14 GA. 4" A DEEP 18 �•. CIO W16 C-STUDS ® 16» O.C. GA. C-STUDS �� N 6" DEEP, 18 GA. + 6" DEEP, 18 GA. 0 16" O.C. i cl c�i L3kV4, CONT. C-STUDS ® 16" O.C. I `��I I`��\ C-STUDS ® 16" O.C. , + + +_+ ++ i W ++ LL Y"x11" CONT. R i I I+ ° 4" DEEP, 18 L3x34, CONT. 1-1 + + I + ± + _ \\ r GA. C"-STUDS ++� 4" DEEP, II W16 mV + GQ �\ Ws 3�12 A. C-ST T6 T®12" 16 0.C.Xs 616" 0( JOIST , V , I I i L 3x 34 I ri r J T/S EL. 12--0- A.F.F. ,' � � CONT. ----------------------------- i ri r� � � T S ' o ~ -------------------------------- S _ ' T " " �\ I VARIES Q Q v� VARIES Y4 x10 CONT. R ,' ,' I W \ r/ I r Ii cw Ll. Q6 W T/S EL. 0-111Y� " A.F.F. Y" STIFFENER Q Li- >IL ® 48" O.C.. + � W12 + 0 � ______________ W18 JOIST -----------` - _ __ = , p = W m » I I o� + W21 ' + + ' ++ I w16 O U U )16 1 6 DEEP, 16 GA. I I _ + _ _ = i Q z C-STUDS ® 16" O.C. ' I I Z cn Q 'c Q I i i i " HSS6x4xY, i � p J CONT. I p u �.. I I l i 4" DEEP, 18 I I 4 DEEP, 18 0 ' GA. C-STUDS GA. C-STUDS I i i i ' w W I O 6 v i ' ' CSD 16" 0.C. ; I @ 16" 0.C. 0 � $ � Z � co ' ' ' ifs L 3x 3xY x0-3", TYP. a 6" DEEP, 18 ' 6" DEEP, 16 GA. C-STUDS I GA. C-STUDS C8x11.5 ® 16" 0.C. ® 16 O.C. HSS8x6x)fi 1►_0» C5x9 3 SIDES TYP. ffi Y,6 d- /'000 3 SECTION 14 SECTION 15 SECTION 16 SECTION / w ► " 0-0" 2`2 ((//���� /RR1� = S—4 SCALE. = 1 -0 Cj—q- SCALE: = 1 -0 S—4 SCALE: = 1S—4 SCALE, - l'-0 M c N • 'O � '> .10 IF 6" DEEP, 16 3x 3xY4 CONT. 7 HSS COL. HSS COL. GA. C-STUDS TY'' " BENT fE L5x5A75A' 3ya" ® 16 O.C. o 00 4" DEEP, 18 GA. ; I y--�-- 4 C-STUDS ~� 16" O.C. i i /10 Y4" SHEAR HSS BEAM, TYP. �is c Q W.W.F. #4, CONT. ' SEE PLAN I � • SEE GENERAL )(s 3''®12' TYP i NOTE V.I. FOR x x x x x x Y4" CONT. FE ; ; JOIST, SEE i . BOLTS s Z W/L3x3x Y4, CONT. PLAN (TYP,) BEAM, SEE PLAN " GUSSET AT BRAC E \\i�\iN\\i\\\j;�jj\ o Z 0o I I Ya w I y4 L2Yx2)2A4 BRACE L5x5x%x0'-53/4'► T�•p SEE PLAN FOR EACH END 1s BEAMS AND JOISTSIN $ .� (2)-#4 CONT. TYP. it-Opp BEAM, SEE PLAN, TYP. TYP. WIDE FLG. BEAM TO HSS TYP, HSS BEAM TO HSS O COL. MOMENT CONN. COL. MOMENT CONN, CO U � SECTION z SECTION K`3SECTION 4 SECTION r5-" SECTION — _ 1, „ — „ _ " - — " - — SCALE: Y'" = 1,_O" w 0 Srj SCALE: �4 - -0 S 5 SCALE. �'4 - l'-O" S—rj SCALE. 3Y4 - 1 -0 S 5 SCALE. �'a - 1 0 S cj a O V • Z 0w ?� 2 3 4 2 3 4 _0 z 8 N 3x 3xY4 BENT 3x 3xY4 BENT R- m I I w � z w SLOPE 8 SLOPE T4s _ w x "I" d a� T/S EL. 18'-2" A.F.F. I T/S EL. 18'-2" A,F,F. LLJ I 0 Q I I I I I C B A C B ALL , ,n V J 177� I I W16 W16 — — 4" DEEP, 18 4" DEEP, 18 JOIST JOIST 6" DEEP, 18 GA, GA. C-STUDS 6" DEEP, 18 GA, GA. C-STUDS ; ; I I w C-STUDS @ 16" O.C. I + ® 16" O.C. C-STUDS COD 16" O.C. @ 16" O.C. i i i irn s > "�L6x4x5X6xO'-4" (LLV) EA. \� ' ` � SIDE W/ l Xs"x2" VERT. 416 I I L 3x 3xY4, CONT. L 3x 3xY4, CON T. I I I I I I I I I ►, I I I , , SLOTTED HOLE FOR Y4 0 I I I I I I Al I I I A 325 BOLT. I I T/S -------------- T/S ---------------------- VARIES VARIES 6" DEEP, 18 GA. C-STUDS ® 16" O.C. ' I " 18 GA, 6" DEEP 18 GA W21 ��� °o W21 `� � ,r I 6 DEEP, • ------------------------ ------ --------------- �\+ + ++ ,% i I I I C-STUDS 16" O.C. I i I I C-STUDS ® 16" O.C. r I I I I I I 4" DEEP, 18 i 4" DEEP, 18 I GA. C-STUDS I I GA. C-STUDS r ,' • I I I I ® 16" O.C. ; I 16" O.C. ' I I xY4 SEE SECT. 4/S-5 FOR HSS HSS14x6xY $ �¢ HSS14x6HSS8x6x I � I CONNECTION TO WIND POST � 6" DEEP, 16 6" DEEP, 16 ,' ,r - --- ---- CXW GA. C STUDS I GA. C-STUDS '-- ------------ --------------------------------- ------- ----------- --- - - Z I I + ------------- I ---- I --------------------------- I -- ------------------- ---- ----0 16O.C. � 16 O.C. B S EL, 11'-0" A,F•F• B S EL. 11'-0" A.F.F.A.F,F. O 0 ZA r w < z ' HSS8x6x% 0 J 0 HSS6x6xY4 LL Q d3 o $ WIND POST0 > V W OOC 6 SECTION r7 SECTION CO jog S-5 SCALE: �4" 1'-0" S—5 SCALE: " = 1'-0" QZ d woo aIc 8 SECTION /`9 SECTION S—5 SCALE: X" = 1'-0" S—5 SCALE: 1'-0" Z 0 z D 0 � 1101111 UJ � 0 � � HSS5x5xY4 BETWEEN HSS5x5xY4 BETWEEN u- 6 I COL'S. 3(6 �I I COL'S, J L3x3xY4, CONT. J L 3x 3xY, CON T. z -XI 6 I !X1s 3$$@l2' I J O 1)�" M TL. I W41'6/ T ROOF DECK 1 Y200 MTL. n/ 0 ROOF DECKN - T N T LL OTE. C UDS 0 S W J J.B. EL. __ ___ _ _ _ SHOWN FOR CLARITY, SEE PLAN i ,► " " HSS 3Y2x3YxY4 ® ENDS OF w fn i -y4 x10 x10 W/(4)—Y2 � PARTIAL HEIGHT WALLS O ,I i js 3"®12" x6" HEADED STUD 0 W NOTE: C-STUDS NOT ANCHORS C� 7" O.C. z SHOWN FOR CLARITY. Y4"x13" CONT. R- ;I I Q U C/) Y4" STIFFENER Lx x x x x x x aO R- ® 48" O.C. o T W ---� w co HSS5x5 COL. HSS5x5 COL. /j�/� ///�� j�\\�X\\>X' II II 1'-6" 3-#4 E.W. (x t"'Olo SECTION � � SECTIONrlz SECTIONLn : t S—5 SCALE: Y" = 1'-0" S—5 SCALE: Y4►' = 1,_0 S—5 SCALE: 3/4" _ � 0" 54 } � 2,:2 200 o b c V O 00 3 0 a u I— 0 T 8 L H 5 9 K M ` B B B B S-6 S-6 S-6 S-6 z W12x22 W14x26 W14x22 W14x26 0 H tis ti R n x h Ss x +h SSSS x x ySs, x x h �f's x Z A ul V) ivy fcS V) V)i �``� +s (n V) �c�+ `s+s V) (n �hLC) +S V) w O `'� fl cn A OPP, A N `'' +r V) A OPP, A V) `� +1 V) A OPP. A N `'' +-� V) A OPP. V U —6 HAND S-6 � S-6 HAND S-6 � S-6 HAND S-6 � S16 HAND Z cf) O � T/SLAB = +0'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" U J ? ao m w rA ELEVATION B ELEVATION c ELEVATION D ELEVATION z S—6 SCALE; 1/8 = 1 -0 S-6 SCALE; 1/8 = 1 -0 S-6 SCALE: 1 /8 = 1 -0 S-6 SCALE: 1/8 = it-Ott _ w o N w U a.o o W Q <v V J CL cn W pX1, n Q\ A I ` OPENING MECH. UNIT BAR JOIST METAL DECK LOAD LOCATION L4x4x/l/4 x0'-4" co L 3x30/ w Z m 16 I I 5/ THICK _ _ _ _ _ � QZ '� • O COLUMN I I FPLATE O _ I I /// T.S. �` > I / / % WO .0 i sDIAGONAL BRACE 0HANGER t co c / TYP. LOAD LOCATION Q a I I / / JL %6 a LU � QZ 1/4 3 TYP. K w 0 O p t . I I / / l 6 a U U c DETAIL L 2x2xY MECH. UNIT LOCATION TO NEAREST L 2x2xY HANGER LOCATION TO NEAREST W.P. I W.P. 1 3 » - -0» BOTTOM CHORD PANEL POINT (ONE SIDE) TOP CHORD PANEL POINT (ONE SIDE) T�'• 1/4 BEAM S-6 - 1/4 4®4" NOTE; TYPICAL EACH JOIST BENEATH MECH. UNIT. Z � 1 x9 x1 -6 BASE �� 5 „ P ERECTION 3 '_ E D ETAI L I 0 PLATE W/6—Y4 Ox6 /s GUSSET LATE I I EEC 0 L 6x4x/x0 6 z 1/4 HEADED STUD ANCHORS BEAM / , / \ , \ BOLT, TYP. TYP. 16 L 5x5x% AT MECH. \j-6/ 4 = it-Ott D UNIT CURB M co N 3 RTU PLAN NOTES Q m HSS5x5 L 2x2xY SEE �L.� � 1/4 4®4 TYP' BRACE, TYP. DET. E/S-6 3 TYP. 1. SEE DETAIL C/S-6 FOR DECK SUPPORT AT ROOF OPENINGS. _ /6 U UW 2. SEE DETAIL D/S-6 FOR ANGLE SUPPORT BENEATH MECHANICAL UNIT CURB. 00 /-A \ DETAIL B DETAIL —� 3 _ 3 _ 3. SEE DETAIL E S-6 FOR JOIST STIFFENER AT MECHANICAL UNIT SUPPORT. O z s-6 �„ _ 1,_0„ s_6 �» _ 1,_0» D DETAIL / U, 4 4 W \LJ6 %if it—Opp co 4. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR MECHANICAL UNIT & _j W o ROOF DECK OPENING LOCATIONS. O Q J o = m 0 U w U Z Z z Z Q Q W a 00 Z 'co _ O C/ w O C Dec"1 ,, 06 co co V co a n 0 v COVER SHEETS Q CS1.1 COVEIR SHEET C51.2 COVE F�,' SHEET NE' W Al Lk I I C BtACI I BFAN Cl 1 0 1 ICEU N CIVIL 3 � o �L C- 1 COVER SHEET 00 C-2 5OUND41;R"' 4 TOFOGFR 4FH I C 5U1RVE *T' FOR C-3 fi fRE DEVELOFr-IENT DF;�,AIN,4GE U _ --- C -4 SITE 4ND UTIL ITS' FLr4N � U 17% r AC - 5 G1R,4D INCA, DFRA IN,4GE AND EfRO51ON FLAN,t\ EEO I 9r ,, C--I SITE ,OND DRAINAGE DETAILS 0 - C-a 51 TE AND DF�4INAr-;;E DETAIL. C=9 5T0 TECH DET,41L5 z 0 'AC C- 10 UTIL ITS DET,4IL5 C- 11 GENE fR,4L NOTES CL W 0 A R C H I T E C T LTR A L 0 .. z 00 ,451.1 A1�CH I TE CTU1��4L SITE FLAN U 0 N ALI FLOOFz FLAN F�,EFE}�ENCE � z oC", co 41.2 FLOOD FL4N D I1"fEN5IONED =J — w D • N o 41.3 1REFLECTED CE IL INS FLAN co z X z D � o ,41.x- }ROOF FLAN U < �, C' o 0 ... 41.E FLOOIR FLAN = FINISHES — Lu z � N a Li 00 42. ELE O S Lu Z r ❑ ^ p ` -- 42.2 ELEVATIONS Q --,.._ - --. ,43.1 8 U I L D I NCS SECTIONS a 1 ,43.2 WALL SECTIONS LL ' 43.3 UU,4LL 5ECTION5 — fno ,43.4 SECTIONS AND DETAILS w � FLAN DETAILL S r -= 44.1 INTEfRI07R EV,4TION5 4,4.2 DOOM' SCHEDULE WINDOW DETAIL5 45.1 FRO01"1 FINISH LEGEND R - J C T LJ R A A r 5= 1 GENEFRAI N0TE5 ` 5 - 2 SLA5 AND FOUNDATION FLAN _ 5 - 3 }GOOF F� 1"I INCE FL,4N5 T. gpir ,'3�i {Y,f ay 1 Gid — / I) S 4 SECTIONS AND [DETAILS °� 5 5ECTION�) SND DETAIL5 N3 N f5R ; AND ND DETAILS t x w C Q� .Ju ka l lU€ . ",xal { St»§ Sex##u "axo* a W F� p U Z o Yo 4'1-4 hp v H AM E C N I C A L 0 z N Q y a o v k I ! LL J Z ^ c v 0 u k . T 1-10.1 1`-f E G H AN; AL N OTE 5 0 v v o o > � 1"12.1 1"1 C 1H AN I C LAN U o a A L E L F' p Lm � o t 1-l7,1 1" ECH4NICr4L DETAILS co Q o �� o W Q � � o` Ca r z 3 9 0 L 'L J P L Z.J M B I N G w 0 0 tet, � a L ` 7 d Q N n.0. U F0.1 FLU1"IBING NOTES al o N F2.1 5ANITAfR"' FLAN F2.2 FROOF Df;P,4IN,4C E FLAN OWNER ARCHITECT STRUCTURAL F3.1 D01"IE5T IC U4TEFR FLAN z O E L E C T R I C A L O M JAX FEDERAL CREDIT UNION KENT CULVERHOUSE BROWDER + LEG ON LL Z N JAK CSOTSTVILLE, FLORIDA 3475 LENOX ROAD SUITE 700 174 WEST WIEUCA ROAD E O.1 E L E C T iR I C,4 L NOTES Z M T I ,4N W562 PARK ST. ATLANTA, GEORGIA 30326 ATIAWA GEORGIA 30342 E 1.1 SITE FH O TO1"1 E 1R G FL U F-- _ JACKSONVILLE, FLORIDA 32204PHONE* (404) 812-3250 PHONE. (404) E 1.2 ITE LIGHTING FL4N w90 CONTACT THOMAS MAGUIRE CONTACT: CRAIG LUDTKE E 2.1 L I G H T I NCS FLAN U. W E3.1 FOUJE R FL AN O F- = UZ E,4.1 5ECU1`IT`' L4NPROJECT LOCATIONNIANAGEMENTCONSTRUCTION PLUNMING g J E5.1 fRISEFR D 14GFRA1 l Vo Q > JAX FEDERAL CREDIT UNION DESIGN BUILD CONCEPTS M CONSULTING -j J ` � Q U W 801 A z ATLANTIC BEACH, FLORIDA 32233 ATLANTA, GEORGIA 30326 JACKSONVILLE, FL 32216 0 g mW � PHONE: (404) 812-3250 PHONE. (904) 285-2009 W < CONTACT: SCOTT MERIWETHER n co Q oc W U Lu" > Z N 0 INTERIOR DESIGN ELECTRICAL r . Ln DESIGN BUILD CONCEPTS M Ct7NSLTLTING M75 LENOX ROAD, SUITE 700 6859 BELFORT OAKS PLACE ATLANTA, GEORGIA 30326 JACKSONVILLE, FL 32216 r PHONE: (404) $12-3: PHONE: (904) 285-2009 z 00 CONTACT SCOTT MERIWE'THER THESE L,4N S UJE i�E fi 1RE F,4 i�E D ,4N D SHALL C 01„1 F'L�' UJ I T H THE F OL L OW I NCS o M 46 200.4 EDITION FLOFRID,4 BUILDING CODE, 5UILDINC , FLL1"15INC , 1„IECH,4NICAL, ELECTfi2IC. a v v c o •` c a ABBREVIATIONS SYMBOL LEGEND CODE REVIEW A.F.F. ABOVE FINISHED FLOOR LLC. LONG LEG VERTICAL FLORIDA BUILDING CODE - 2004 EDITION WITH 2005 SUPPLE ISHEET REFERENCE //��DDmm T An A.P. ACCESS PANEL L.P. LOW POINT PVC CAP (TYPICAL) FLORMAMECHANICAL CODE - 2004 EDITION A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER a A.B. ANCHOR BOLT MAS. MASONRY - DRAWING NAME . �6" FLORIDA PLUMBING CODE - 2004 EDITION ARCH. ARCHITECTURAL M.O. MASONRY OPENING _ NCK 4 DIA. STEEL GUARD POST 00 A.D. AREA DRAIN MAX. MAXIMUM DRAWING TITLE CONC. FILLED W/ ROUNDED PVC FLORIDA ELECTRIC CODE - 2004 EDITION B.U. ROD BACK—UP ROD M.E.P. MECH./ELEC./PLUMB. CAP, PAINTED BY EXTERIOR --� PAINT CONTRACTOR INTERNATIONAL FIRE CODE - 2003 EDITION BSMT. BASEMENT MECH. MECHANICAL �'�, BM. BEAM M.D.F. MEDIUM DENSITY FIBERBOARD 1 ENLARGED PLAN DETAIL NRA 101 - LIFE MTY CODE - 2003 EDITION B.M. BENCH MARK MIL. METAL A1.1 PREFAB METAL FORMS — -- fir/^+ Y BLKG. BLOCKING MIN. MINIMUM i ACC�IBILITY — CHAPTER 11 FLORIDA ACCESSIBILTY CODE FOR BUILDING BD. BOARD MISC. MISCELLANEOUS 1/2" PREFORMED BOT. BOTTOM MOD. MODIFIED EX JT MATERIAL —-- CONSTRUCTION — � �iDMON o -° BLDG. BUILDING MOD. BIT. MODIFIED BITUMENAN A. c A ..,...:' B.L. BUILDING LINE M.S.L. MEAN SEA LEVEL 2 DETAIL REFERENCE GRADE VARIES SEE CIVILCD f •: c� o a' B.U.R. BUILT—UP ROOF N.A. NOT APPLICABLE .. r ' B.G. BUMPER GUARD N/A NOT APPLICABLE '• '' : C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT "• . CLG. CEILING N.T.S. NOT TO SCALE 3 i AREA CALCULATION O CEM. CEMENT 0.C. ON CENTER Al 1 SECTION REFERENCE N E_ CTR, CENTER OPNG. OPENING C.L. CENTER LINE OPP. OPPOSITE -- ONE STORY CER. CERAMIC C T. CERAMIC TILE 0 H OVER SHEAD ITE AND R AL FlWR A�' 34$8 Fr. z M 4 EXTERIOR ELEVATION � w O COL COLUMN O.D. OUTSIDE DIAMETER 12 DIA. CONIC. FND. CONIC. CONCRETE OVERFLOW DRAIN A3.1 U C.M.U. CONCRETE MASONRY UNIT 0.A. OVER ALL DRIVE-UP BOLLARDS Z co CONST. CONSTRUCTION PTD. PAINTED O O CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE (� OCCUPLOAD CONTR. CONTRACTOR PREFAB. PREFABRICATED P1 PARTITION TYPE cl W o cll C.J. CONTROL JOINT P.T. PRESSURE TREATED _j Z r- co COORD. COORDINATE P.L. PROPERTY LINE pipe bollard USE GROUP B - BITS N CD C.G. CORNER GUARD PLUMB. PLUMBING DET. DETAIL PLYWD. PLYWOOD �1 PLAN KEY NOTE _ w P.C. PRECAST CONCRETECSS_ n.t.s. FLOOR AREA ALLOWANCE PER OCCUPANT 100 GROSS SQ. FT. °0 z N DIA. DIAMETER DIM. DIMENSION PORTLAND CEMENT �v�r nr+ _ Z U & o o D.S. DOWN SPOUT RECP. RECEPTACLE 1v1AL OCCUPANTS — 35 U� w M c IN DWG. DRAWING R.C.P. REFLECTED CEILING PLAN 204 j DOOR REFERENCE o DN. DOWN REF. REFER OR REFERENCE = J Q co REINF. REINFORCING O EA. EACH U Z Lo n o E.W. EACH WAY REQ'D. REQUIRED 204 WINDOW REFERENCE Q "' ELEC. ELECTRIC R. RISER CONSTRUCTION TYPE E.W.C. ELECTRIC WATER COOLER RAD. RADIUS EL. ELEVATION R.D. ROOF DRAIN JA 9'-0" CEILING TYPE & HEIGHT ELEV. ELEVATION RM. ROOM TYPE VI EQ. EQUAL R.0. ROUGH OPENING A EQMT. EQUIPMENT RW, RED WOOD NON-SPRINKLERED EXIST. EXISTING S.A.B. SOUND ATTENUATION BLANKET D A2.1 INTERIOR ELEVATION E.J. EXPANSION JOINT SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION FIN. FINISH SH T. SHEET F.F. FINISH FLOOR SIM. SIMILAR BEARING-HEIGHT FLASH. FLASHING S.O.G. SLAB ON GRADE ll ELEVATION LINE FLR. FLOOR SPEC. SPECIFICATION F.D. FLOOR DRAIN SQ. SQUAREMEakNS OFEGRESS ^� FT. FOOT S.S. STAINLESS STEEL REVISION F.R.P. FIRE RESISTANT PANELS S.P. STAND PIPE 0 REVISION NLO BER AND NUMBER OF E=• 2 GALV. GALVANIZED STD. STANDARD G.L. GRID LINE STL. STEEL GA. GAUGE STRUC. STRUCTURAL GEN. GENERAL SYS. SYSTEM GL. GLASS THK. THICK GYP. BD. GYPSUM BOARD T.&G. TONGUE & GROOVE HDBD. HARDBOARD T.C. TOP OF CURB HDW. HARDWARE T.O.P. TOP OF PARAPET G' E N E R A L N O T E S HDWD. HARDWOOD T.O.S. TOP OF SLAB HT. HEIGHT T,O.STL. TOP OF STEEL H.P. HIGH POINT T.W. TOP OF WALL 1. DO NOT SCALE THE DRAWINGS. 0 Lo H.M. HOLLOW METAL T. TREAD HOR. HORIZONTAL TYP. TYPICAL N H.B. HOSE BIB U.N.O. UNLESS NOTED OTHERWISE 2. FIELD VERIFY CONDITIONS PRIOR TO COMMENCEMENT o` �r m L HR. HOUR V.GR. V"—GROOVE m y u L ao v INSUL. INSUDLATIION DIAMETER VEST. VESTIBULE Z T o N v o VERT. VERTICALOF EACH PORTION F THE WORK a INT. INTERIOR V.W.C. VINYL WALL COVERING Q Q - U JT. JOINT V.C.T. VINYL COMPOSITION TILE LAV. LAVATORY W.P. WATERPROOF ING 3. ALL DIMENSIONS ARE TO THE COLUMN CENTER L]NES o o L m N LT. LIGHT WP. WORK POINT ( ) W � OC �\° N ` o °N C t a. LG. LONG W.W.M. WELDED WIRE MESH OR TO THE FACE OF STUD, OR MASONRY UNLESS co a. � a a o ° ' LOC. LOCATION W.F. WIDE FLANGE ° J Z � a t 3 LLH. LONG LEG HORIZONTAL W/ WITH NOTED THER`'VISE. Q W o o y�� _ W/0 WITHOUT a w V V o a r L a 0 F- a� o v>5 WD. WOOD W.W.F. WELDED WIRE FABRIC . . z 0 OzM LJL N N N WU. U - = — Q U LL LL Win _U 0E- Z 0Q UJ Z Q > Q W " 0C z � a J Lu LL Q c W C) co n W U W Z N N O s V i o-Woti r r } Q) "A 006 o V) RN AY\ M 6 co a o t v o TJ LG U Q N I00 r 0 Z O m0 IMF L 11(: 1 ~' 7 U I-' PREPARED FOR � w DESIGN BUILD CONCEPTS °C V J N GP�ONE AavPORT NAVAL � �� MT` � � � �nr AD INDEX OF SHEETS ILL COVE o � o��,�o z COVER SHEET C-1 W :2 N McCORMICK PRE DEVELOPMENT DRAINAGE PLAN C-3 O RD I x � SITE GEOMETRY & UTILITY PLAN C-4 CRAIG � MUNICIFALGRADING, DRAINAGE & EROSION CONTRIL PLAN C-5rn AIRPORT o� CITY OF � MAINTENANCE OF TRAFFIC PLAN C-6 ATLANTIC BEACH D SITE & DRAINAGE DETAILS C-7/8 a AT��TI BLVD Z STORMTECH DETAILS C-9 A CITY OF UTILITY DETAILS C-10 NEPTUNE BEACH � m " GENERAL NOTES C-11 ASSOCIATED DRAWINGS BEACH BLVD CITY OF BOUNDARY & TOPOGRAPHIC SURVEY C-2 N JACKSONVILLE PROJECT LOCATION � m � BEACH Uul a 7 uj BLVD ��o � W W Z BUTLER eF1 ^� Z , n U � FWN4w � CO z 4 J J Z z z ° o V � CONNELLY & WICKER INC . ��- CONSULTING ENGINEERS bloom. 1827 POWERS FERRY ROAD SE 10060 SKINNER LAKE OR., SU/TE 500 12605 EMERALD COAST PARKW.4 Y WFST, SU/TE 2 �'"00 t•s•040 BU/LD/NG 23, SU/TE 200 ✓ACKSONNLLE, FLORIDA 32246 DEST/N, FLORIDA 32550 ATLANTA, GA 30339 (904) 265-3030 * FAX (904) 265-3031 (850 837-4252 * FAX (850) 837-7804 TIMOTHY A. FOCHT� P.E. (770) 988-8454 * FAX (770) 988-8440 P.E. # 60$10 C.A. NUMBER.• 3650 b ^I V O 00 y Aw�•srs'S MAP SHOWING SURVEY OF . A POkTION OF -THE CASTRO Y. rE,:RRLR GRANT, SECTION 38, T0%%N5jCP 2 SaITH, RANGE 29 EAST,- DUVAL COUNTY, FI_QRIDA, BEING MORE PARrICULARI_Y M41?;i.-*O AS C0'%,i r-'k'CINC AT TI-I_ INTER--SEE(MON OF THC WESTERLY RGHT OF WAY PNE OF S.A13-ISH DRIVE (A So FOOT RICi4T OF WAY) %MTH THE NORTHERLY R)GHT OF LINE OF'M WAY LIyC or ATLANTIC 80LrLEVARIj (A 100 F00T ^iGHi OF 1YAY}, TH£NCF wrsTERLY ALONG THE h1' m)4CRLY' RIGI:T•o..r wty.or U,En ATL,'1Nt11C SOULEVA140. 664.5 FEET TO Ah N-ERSECTION WfTIt ,HE WESTERLY RIGHT OF WAY IJNt OF PENNIANI ROAD EXTFNT:Or; (SIC)-(A PRICPOSFU SO FOOT RIGHT OF WAY FOR A P{11NT or 13EGNt4NG; .THENCE CONT1NJE WESTERLY ALONG THE NORTHERLY RIGHT CF WAY &,.-W.' 00 SA;D ATLANTIy 80u_EVARf 175 FEET: TJIENCE NORTHERLY AT 0GIT A14CLES TO !&AID ATLANTIC 9OULEVARD, 160 FEF-T: _ !HENCE EASIEN LY PARALLEL WITH 74- E. NORTHERLY Fd0­IT OF WAY 1JNE: OF SAID AZAOi C. BOULEVARD. 1 Y 5 F EE r TO TKE %WSTrRLY RIGHT OF WAY L,IW, {]F SAID PENMAN ROAD EXTEN11ON (Sid/ AS NDA' PROPOSED; 1HENOEL $CUTRERLY ALONG SAID 15=10V__d RICHT OF WAY UNE. YMICH IS P;-RPENVICULAR TO "n-IE NOR P IERLY RINT OF 'PWAY LINE TO A ALAN 11C B"rVARD, 100 FEET TO 1lie POINT OF BEGIN ANG- 2c'IIAN17ARY SEWER IJ AN H= TOP LLEV,--10 so S NCIMiA ST INV. fLEV.=3-47 -6-CLAY Mr. Wu1H :NV. LL1:v,=J,79-8"Cj.AY PIPE VIEST INV. EL.V,=3-S6-WCLAY WE • �i k S w �M 24` &A-MITARY SE'A R MANHOLE TOP ELEV_u11.w I W17TH ,fav L'Xv,-3,99.-WCLAv PIPE ' 5.1911719 INV. KLEV.=3AK—WCI,1.Y PIPE ,.- W1791 IWt, EL'V.=4.i D-WZtAY FlPF '. L -.. Kms'- '1�IITA�"( 1711.1►1?.iJ�PPaO!!i'Ad` .0.'�Fll OFFI CI AJ. Rke.Le FS VCV I L 2828► PAW 57, %-`,'�ATE�AL JF. iClul'Ia G'Nl,TOi Rft;•4t_1+F:NiIiAIE LCY.a1±:.M..��.. _. .. .. ._ .... ..^---�T�'/?'�-34 �� - r IiOKC-' _ NyS�'^t�' �'�'1?5.14'fill''R; t WON Eery i11ACx WA dt DISK EAST I � � �JT�.Q � Q �,.�..,�,����� � ,`� � 1 R ?k1M ft -AST.SIDE ho, —_ _ �fl ti SI rG 3EM ARK 1 Y Q 1Q I1�•=12. f3 ! I F:tii0. =1F1• (x•:fa}Ilt+��cr.11M.) z e, 6, OWL,rrva WANHOLES �� . _ lb 165 C) 'LM:E FIDE 1; En 99 ti A, C1 EX 4. C n 12 I 'tr a IMONrrCRING IVJP L ham* ~�••Q =: NPE M 1i: G -C 1 FI.Eyr491 WEtL 70P S I _, •..... 01 C)DEV.-C77MOM TM*0 TVP OFCAI • ti PT (N`IPE �•~ M[?!ti'T ELEV_=e b4' ''" Ft,E,r.�{.>9a .� T+QP c, T .CpWEL ra n L #4 ti CtIRCL'1C:E � T ELE'4,-,I' •�NA�S �1 TS RFV.s3,�13 PSE rti - MAG I.AII. b COL-CV. '$7 OW THE wsr E OF _ {p� -� 1p ��, StE F3FNC�i1�:� Q/IfJ L'.F£�-. ti.. __-. ELEV-12_64WES 664-50 =i}.N =s t (AHI f'VL: �T • '.;�A A: ... .. ' tU►l;... .,,,��NS��-; :S : ,;• �t.?'"a "" ' .. .. L' YI{rL�A(,KTG`llLY 7ft y^r .� ._ Y "�' d NW-1-Mfi2, .UR i k GUTTrli ' POIN OF BEGINNING wz j1`.Slow fl." WESTERLY 175.0W '21 R1`i ,*._ �Bcl'e S`01,1 I 17S•1`1'(1`117:0) �M �; C!]iQCTlri Dry POINT OFREEERENCE TOW.174 ( y, ATLANTIC BOULEVARD •"" ti ti i•4C I'Ii'I L M_LL':A N u.\�_ -��Q.�s..i.■ NOTES: 1)1X8 IS A BO#WXY ARID TTIF+GnR&,RIlIC SURWY_ 7)WARINI s ITASUI UN rrrL`ULWEtLY wvF OF LANDS suR1JEYH?!313140 tidrupc ov4122" WESr, As PER �� ► DURDEN LAM> SURWE UM IMG. SAAP DATED X ti£ 311 19A 9. F'b.F NO. u-161. . 3)KDR7H PROTRACT a, mom t1unm LmD Sxwe.Y ots, SIC_ w&' uA I LD .'UNE .w. 1999. NSU: NO. U-1111, LEGETN D: 4) TREES 510Al11 HMUN L=Tf:>t3 $}'l1ERE Li*JLY 13E NES111L'IION LMS: OR EASEVENTS B4AT AFFECT T9!S ?c03vey BY ZONING OR RAW I ENtWS RXNT OF WAY FkECME) W THE FkaIC RECORDS CF TI-NS.CGIJNTY 11!AT.Aft NOT 51­1011N�9 UN 1KIS SU IM-Y. nM OF401ES"'111.1J,1RK 6) REFERDWZ BENCIIMAM 4-X4 OGN Vf WCIVifMiff LrOGATED AT THE-XUTflK571 COMER OF ODI OMC E0907ES COWZZ-E ATI-ANTIC HOULEVl1110, ELIEVATIUN POS,M- 10.00 114AT10NAL GEODETIC 1'Eh71CAL DATOKI 1920, 7) ALL WOT ELEVAJIGAS ARF RA I CN INAT.lNAL GE00010 VERTLCM. DAIUId 1929. EOP DLX07ES FOCE rF P00EENT MIS $WRVF-Y WAS MADE FOR THE BENEFIT OF 85 THIS SUI V;'Y 11•A+S P-10AF0 x01'1411 M 1tF1:xTRpt: 6F TITLE- TIIERErOX TKE UNDERSIGRED MAKER X1.3 Riv IA.W)If A F.I EvkrON JAX s EDEKAL CRF.01T UNION GUARANIES OHI 1$f?KL"I'AIi(..'N5 HEGML" IMFCR A,AT14N S1 OW% NEWC14 PER714NING TO'EAGAMETITs, • INV DENOTES *A1E--47 Mimi-OF->iW% SETBACK UNESr AGFEEMENIS, RES:lRVATIGN, 07 OTIFER'SRALINI iIATTLItr. W. P LY-NOTES COWPETE PIPE 9) NO IRSTITAPMEATS GF&ECOM REFTECING EASEMENTS, FROJIT-W-WAYS-AM/CWF Ow ER.9(w VnEH_ (:VI°) D-.--.()TES VIS AL FU%NISAD TO 1W WKWIFAI=7 EXUP-i AS 100UN. aHF DENOTES O-AF4 HEA'J ELECIRI, LINE 14) O of rjWL O IMMOKI'MS cOa UNIDEROROLM INSTA&AWAS. WPROVEWENTB OR DENOTES GUY AKC."04 r.%jr. ()Ar0•w1ENfS HAVE SM14 LOCATM a DENOTES 4p'y ww umr PmE 110 UN I E OI:ND 'hAiFR AND SEfNe>Et 04IE'S 511391!`1 NE;KEON ARE LUCA IED USING THE P.84wE G:aMD II1%Mr_ATC--t9 AND 01Y nF ATIANTx: EICA II =MAP DATA FCR F'IV'E SIZES'kD UNDERGROL;YC DONT• 16.5 DENOTES SPOT-EI_EVAr'ON LOCATING WAS r". iWIM IN IM PREP)MI; OF TFAS SUR'UEY. ; -"�— DENOTES E04 .. THEE' PROPERTY $140'A HEREON APPEARS TO LIE ul=laoT>:s aE;vl�►LVIAr�(c . IN FLOOD ZMIE� "W"AS WELL AS CAN BE VudoU.S 1/2" 1Wjtf PIPE.MIND ' DETZ(hMED FIROV T11E FLOOD IIS 5URANCE I"ZAT- W '0r�i'ANIZIG-!TI P.S.M. WAP COMM-,R41TY PANEL NUMBER 12GO75 WGI'0, , 'PaT VALID MTHC:UT TW ISIGHATURF. +i..W R[VISED -APRIL 4, 19M FOR.T'-_L CITY GF - FLORIDA W.,'�1 RVEYOR ald A++I M No. US 3255 4JCpRIO SU rC,alsFO M''Ai_ P I Pl1TI�2�1A ATLANTIC n AC:Ii DUVAI., COUNTY. FI CRIDA FLORIDA I.IIC.•SllR'dE 40 do MAPPING UUSaVES s Na, L@ 2$73 Ut"_NSeD S(7125rL!Rll� APIU ��" ' &00111'ZoNAL L O A ILtM — JJNE 29 2036 CNrc O 815 . .. oAA edr,•.caT 84ATWRiGFiT LAND SURVEYORS; irm, 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDAX41-8�� a,�Tr=:`F�+vtc�_�3. 2�,r $HEf_T.i _CFj_, 1 / • - .._...•.1`,r----__..._....__.. • Project No.: Drawing JAX FEDERAL CREDIT UNION 0601-12 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 Scale C� 2 Date PREPARED FOR: DESIGN BUILD CONCEPTS, INC. AUGUST 25, 2006 Sheet of 1 "CS U O 00 di A f rf TO .p m 24" SANITARY SEWER MANHOLE TOP ELEV.=11.60 o NORTH INV. ELEV.=3.99-8"CLAY PIPE D SOUTH INV. ELEV.=3.99-8"CLAY PIPE BDY-PR-B ST INV. ELEV.=4.10-8"CLAY PIPE BD o PR-B 0 1 G� Z: '1 Cb, '��'• �� .p• Y •tip' \ '�°• 2, 11 —� �b + � 4'� + + SANITARY SEWER LINE APPROXIMATE LOCATION) WATER VALVE - — —b��1 6" WA sER PIPE (APPROXIMATE LGCAT1pN _ ,__ _ ------ ----- --- — — N89'26'24 E 1 75.12' FIELD �' � b ( ) O• � N89'2 24 E 175.12(FIELD ^ ,p. o• •�, 3 v Pte' MAG NAI Bc DISK 1 Q ON THE AST SIDE OF Ic c. o v' 16" PALM' wATER 4, }�°µ +~pti° } p�, �b _ ��� �4\ ~ SITE BEN HMARK 0.7' MD y r / 1 V= CONCR LL a �� F ELE 12. 6 CLEAN---OUT "G` �~' 2� �`�' r� Q y�• � � l��� � +>-� WOOD LIGHT POLE m WOOD LIGHT' POLE �e b +ti° ` PR--B PR-B \ 6" WATER PIPE (A PROX�Ity A1E LOCATION) I .28 Ac. W ^Q� , '�-�� +�� 0.28 Ac. - - ---- A `� / �U,o WIDE 3' NIGH WALL I MONITORING co��E�eL� ! � 36" TELEPHONE MANHOLES O z U UJ `� -- ��' WELL #1 TOP OF t- 'g tio conrcR ?! : ,oNCRETE r2, PIPE 2 .,2 z . �, �;. A/C PAD z Z, `� �;Y .off' ELEV.=4.99 � t� -I- + b o j .': c, o + I ' 1 p, �O• � (FORMERLY) a a IQ ASPHAL\ PAVEMENT I + ,� 0) l :, ti� ti M �' :.; .: '''• "TEXACO" •'�' � \ \ • • �' >r° +~ + •�' .' 1 STORY GAS STATION + ti 0 Q o a, --- - p 2 o00 tio. N *": CA :r..: i•:::': r'i.' .. 00 CA r•; tK • •'.' '�' .+: ;' `. •• �•. ,f, •• .; `:•.•: .. ;VAL\lg •"t.•• �' MONITORING PR-A o r-- i, ,• GAS f3U1 t� i '••:`'•' ;r.. Z ,• j- �Q `•;.,. ' J �+, .:......: .ti: •♦• •''• •�• WQPL 8 0.27 Ac. + 'y'�1 } OF MONITORING ~ D CL 41. o�.'•;: :n ;. ,,';.: sur' ,•. ���� .. titi EIP _ WELL #6 CN-98 0~ ,"•._--" aiEr►' ? ,. .�.- �• 4.91 TOP OF _ A•t. .. c 1 ,� :, ;:. :'. ' :. z + cIPE Tc-10 min. _ b o J 1 0' MONITORING �o - " •. ,y ~'•' '-� EA uos , tio MONITORING + } WELL #3 WELL #7 \ 70P Or �!� " •�''- ::: -;:�:;:,,'; _. .o '�-• .,.•,s�NP•. . a„ �.. ::•. =�'=;'_ � •� .:' coNCR :::• TOP 0 o`b PIPE '� � • � :•• • • ,•r '9 \ � •.•.••'� � .a.•�• •.�• :`'4� •�:�� .�� - F '�� ELEV.=4.6 �� 1---�'"� MONITQ o�D sicw. •'.:• '.�ti\••' PIPE + _ MONITORING WELL 2 1) ELEV.-4.80 WELL #5 MONITORING • ''► 'COLUMN::• \ --� W L 4 b TOP coq '40 2 TOP OF # �, ti TOP fi15� I •• _ ° RETE 2 1 '� � . �QMCP�! PIPE ti �'` .!. ,,` \ + CD `� SS EL�V.=5.03 IPE E�/=4.5� # �� MAG NAIL & DISK AS L. 4,87 ti� •k -;'' •, PWI �; o. o + ON THE WEST SIDE OF •:, :,: O� + +~ + ■ )WOOD POWER POLE CIN to SITE BENCHMARK ,.. . ti r O 1 sE ,,:. , ..: HE ER e `0�,QP�� °� p2 +� ti+ � , b ti~ c�`�ELEV.=12.64 7 IM y..�w q CONCRE9E LICl1T PPL ,� �- / ti tio a �� ~ °r ' °`h2�r . \ tK b �` + i R UR --� 18r CONCRETE CURB '�- \ s� � •.--f--• -� --- --ilk--- .._.___ ._—___ •---_- _ �` ---- ---- ---4-i'— --- _...__.. --- - R m � �� u� �� \ UOKU INLETT --4 24" CURB 8C GUTTER FBDY—P R—A ASPHALT PAVEMENT y�qy GRATE = 9.66 S89'23'23"W 175.04'(FIELD) �' BDY—PR-A BOTTOM 5.65 �q,a� APPEARS TO BE A c� iz" CONCRETE PIPE � S89'23'23"W 175.04'(FIELD) .r*.. � q'O SOUTH OHO X04 (UNABLE TO OPEN) �Otp — 0 — �O' ATLANTIC BOULEVARD - (100' RIGHT-OF-WAY) C!) 2 toay� b 4 ti�2� _' + + CONCRETE MEDIAN LEGEND --- --- - - ---- -- - � �- - _ -- - LEGEND. DRAINAGE DIVIDE DRAINAGE DIVIDE FLOW DIRECTION i--,I�V�— FLOW DIRECTION PR-A PR-A 0.27 AC. BASIN INFORMATION 0.27 Ac. BASIN INFORMATION CN=98 CN=98 Tc=10 min. Tc=10 min. EXISTING GASEXISTING N ITI N(BEFORE M LiTI NTATI N L ED OCTOBER 2005) (AFTERDE Designed Released For Construction r Project No.: Drawing T.A.F. Connelly & Wicker Inc. 0 0601-12 Drawn - EngineersJAX FEDERAL CREDIT UNION o B Consulting yPRE DEVELOPMENT B.T.P. 0 ,,�'` Cm3 Checked This Drawing is the property of Connelly de Wicker Inc. 10060 Skinner Lake Dr., Suite 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 �10 Scale and Is not to be reproduced or copied In whole or in Jacksonville Florida 32246 DRAINAGE PLAN ��� 1e = 0' T.A.F. � � � � 2 O.C. para. It is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 Is to be returned on request. Date 11 C.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. TIMOTHY A. FOCHT, P.E. S.V.M. No. Date Revision By FL P.E. N0. 60810 EPTEMBER 5, 200 Sheet of b v O 00 6"x2" TAPPING SADDLE & VALVE 2"x1" TEE; 2"x1.5" RED. 1.5" METER w/ BOX & COVER 1.5" RPZ BACKFLOW PREVENTER 0 6" SANITARY SERVICE (2) 1.5"x90' BENDS LATERAL 24" SANITARY SEWER MANHOLF TCP ELEV, 11.FC1 o NORTH INV- ELEV.=3.99--8"CL.AY PIPE 1" IRRIGATION METER n SOUTH INV. ELEV.=3.99-8"CLAY PIPE (3) 1"40' BENDS FA WEST INV, ELEV.=4.10-8"CLAY PIPE 1" RPZ BACKFLOW PREVENTOR o CLEAN—OUT (RED. FROM 6" TO 4" 1.5" POTABLE WATER SERVICE BTWN BLDG & CLEAN—OUT; SEE o PLUMBING DWGS FOR CONTINUATION) (SEE PLUMBING DWGS FOR CONTINUATION - _ -- -- SANITARY SEWER LINE! ROXIMATE LOCA ON) �- OFFICIAL REC RDS VOLUME 282 P G R �ALVE E," WATEP, PII'G (APPROXI RATE LOCATI -- - � �� � � MAG NAI & DISK t � N89'26 24 175.12 F (A ON THE AST SIDE OF 1 1 B" CURB & GUTTER (TYP) o 16" PALM XSITE BEN HMARK ZD ELEV,=12.. 6 45' N86'24"E'234"E 126. 7.23 _ n _ .. g •:. 6" WATER PIPE (A DPROXIMATF, LOCA N __ A ROWS SHOWN FOR ~ ' TRAFFIC FLOW ONLY 'P? :; .�• 4 (NOTITO BE INSTALLED) TRASH CAN S89'26 24 W 18" CURB & GUTTER (TYP) r ENCLOSURE ��- 1 7' .:: �•, 33' •:. NQS• �.;::'• . MOT CONC. DRIVEWAY TURNOUT ' W/O SIDEWALK (FOOT NDEX 515) MONOLITHIC CURB W/ '���' .. � t 5' CONC. SIDEWALK (TYP) '• Z l O / O U) 0 0 r� _a 20 ( i•: •. N 16 0' ' �~:�- �-!" .z :`;�. ��' REMOVE EXIST. D OP CURB AND ❑ BIKE RACK R; ST SIGN rn REPLACE WITH 18 CURB & GUTTER ;:r� • ;:`;,; TRAFFIC SEPERATOR :• rri co :.::I (SEE ARCH. DWGS. FOR DESIGN & DETAIL) ,:•:`- O W � 4' ' •i ' U'1 -� (d 00 r m ••."I;: .:z.. • t.. CONC. ISLAND (REFER .ih m TO ARCH. DWGS. FOR H.C. PARKIN DESIGN & DETAILI SIGN 11' 11' n � • ) •':'!..' ❑;.:r::. 36.17' � , . c I r D ASPHALT DRIVEWAY TO BE REMO 1' CHAMFER (TYP) • . .1 °°° •. .. ;. .': 00°0°0 ',":. .• - N �'► -10' Q w ,y �• : : _ 5.75' 10' 12' 4.50' . . . . . . m 60 °° '�� _ N89'26'24"E _ Z 90.23' GRASS o MAG NAIL & DISK AT, Q. a0w ON THE WEST SIDE OF • Q 00 CURB CUT RAMP w/ DETECTABLE WARNING 90� WOOD POWER POLE °o �'' SITE BENCHMARK °° 5' CONC. SIDEWALK 1p• °°°° ELEV.:---12.64 STOP SIGN R . . . . . . . . . . . . . . . ----e —'--.`A ___�. _ + :y:- '/ '.• : .+.. !� �. :.. ['.J• ;., .r. •.+.a • :•y.:`...�:. :,�. jy. :�.• o D = 90'00'00" b o 'b. :` HA��..•. :� .r;... A�.�Pti' NC R - 36.00 GRASS '''''� - ..... .i.: fiS L - 56.55, -. : _ _ .. .. T — 36.00 43.36' 36.00 24 CURB & GUTTER CH = 50.91' CHB = N 44'26'24" E •�• S89'23'23"W 175.04'(FIELD) �•■ \_FDOT CURB CUT RAMP CONC. DRIVEWAY TURNOUT F.D.O.T. CURB do GUTTER TYPE CR-21 w/ DETECTABLE WARNING (FOOT INDEX 515) (TYPE-F) — FOOT CURB CUT RAMP TYPE CR-22 w/ DETECTABLE WARNING ATLANTIC BOULEVARD �- (100' RIGHT—OF--WAY) oti ^,.• tip` CONCRETE MEDIAN 2' --- --- �� SITE TABLULATION PARKING REQUIRED PROVIDED DESCRIPTION SQ. FT. RATIO PARKING HC LOADING PARKING HC LOADING BANK 3,488 S.F. 1/300 13 1 — 21 1 — TOTAL: 3,488 S.F. 13 1 — 21 1 — IMPERVIOUS: 80% PERVIOUS: 20% PAVEMENT & SWK 189937 S.F. GREEN SPACE 5,615 S.F. BUILDING 3,48E S.F. TOTAL: 220425 S.F. (0.51 Ac.) TOTAL SITE AREA: 0.64 Ac. ZONING: CG Designed Released For Construction , Project No.: Drawing T.A.F. Connelly & Wicker Inc. o � 0601-12 Drawn - EngineersJAX FEDERAL CREDIT UNION oB Consulting ySITE GEOMETRY & B.T.P. Q . C=4 Checked This Drawing Is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Suite 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 g 1� Scale and is not to be reproduced or copied in whole or In Jacksonville, Florida 32246 UTILITY PLAN " _ ' T.A.F. � 1 20 O.C. part. It is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 Is to be returned on request. 0 9/5/06 COAG REVIEW COMMENTS TIMOTHY A. FOCHT, P.E. Date S.V.M. C.A. No.. 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. Date Revision By FL P.E. NO. 60810 EPTEMBER 5, 200 Sheet of 11 C> 00 C% Fri a 24" SANITARY SEWER MANHOLE TOP ELEV.==11.60 0 NORTH INV. ELEV,=,3.99-8"CLAY PIPE X SOUTH INV. ELEV.=3.99-8"CLAY PIPE SILTIFENCE m WEST INV. ELEV.=4.10-8"CLAY PIPE r- (TYP) > _4 A rb SANITARY SE R LINE (APPROXIMATE LOCATION) OFFICIAL RECORDS VOLUME 2828, PAGE 374 ALVL 6" WATEk PIPE (APPROXIMA FE LOCA-110N to MAG NAI &I DISK �'- N89'2�'24"E175.12'(FIEL-D2.09 1189 ON THE �AST SIDEti b . 11.391=1 - m- 16" PALSITE BEN HMARK ELEV.=12. 6 1.03CLEAN----OUT 8off '4D(bWI1'- 1 11.63 SWbOD LIGHIP Or-F 11.7 6" W TE IP PBOXIMATE LOCU0+11.4 0.55 A-e�.6' WOOD NCECN=97.Tc=10 r�in.0.11 LC. _q;I 1 .4 36" TELEPHONE MANHOLEStKMO�ITORIN.-I I .­- �1' 1_�, WEr L1 �bPROPOSED -Oq OF+ + 4.9 .......EL V.� PROPOSM0 0.09 Ad to STOW PIPE 0 1.8 V) A 94M DUNW DMDE L4CONSTRUC4 CURB MATCHING EXISTING • AgNOR DUMM DWFFE=12.43 0) EDGE-OF-PAVEMENT ELEVATION0 0 SALT FENCE m. . . . . . . A FIRE HOW ASSW&Y CONNECT 60 PIPE TO 5* RAIPLUMBIN 0 0 VALW LEADER (REFER TO PLUMBIN0CLEAN OUTDWGS. TO CONTINUATION) 00 -11 MH >�0STORMTEQH SYSTEM T mTOP OF SYSTEM=9.09 0 MEAN ANNUAL=9.11 MM 9WCWE NUW >BOTTOM OF ISYSTEM=6.76i mi AllPROPOW GRW EUVAMN > emm- 7 ' .19 L710 X WOO DOW W" ELEMION (SM"0 41TOR G >L # . . . . . . . 0.00 DRANOWE ARFA T(> 0F .9z0 L V.=4bb �uIFT-1 MONITO NG10.)2Q A c. WELL #TOP OF <PIPEPIP EL1.98 MONITORI EV.=4.6 MO ITN G NMONITORING ZILWELL #5 CST),_T p nr- TO0 (D W&,LP-, RETEco 2 m (bZ> T_ 11.14 PIPE TO F E 4, S EkV 5.03 "PEIIt MAG NAIL & DISK r T4 10.64L4 W A� 0N THE: WEST SIDE OF1�'IWOOD POWER POLE+ STORM SEWER STRUCTURE TABiXT5+ SITE BENCHMARK 40ti� 9CORE DRILL EXISTING STRUCTURE Q� 'bELEV=12.64( STR. TOP INVERTS REMARKS ­4�TO RECEIVED 12" PIPE AT INV.=15.15-�_ t �9TYPEtNo. ELEV. CSA(Z)vST1 D.B.I. TYPE 10.93 8.68(W)11.29 8.40(EtS) ST2 TYPE 'C"D.B.I.C B INLET 24" CURB & CUTTERGRATF = 9.66 ST3 MANHOLE 11.70 8.24(N,S,E) BOTTOM = . 5 9 -HAYBALE PROTEC11ON AT APPEARS TO BE A S89*23'23"W 175.04'(FIELD) ST4 D.B.I. - TYPE 'C 10.47 8.10(NX)EXISTING CURB INLET 12" CONCRETF PIPE ST5 - TYPE act11 70 SEE DETAIL SEE DETAIL o ,TO SOUTyi D.B.I.t"(UNABLE TO OPEN) t07FATLANTIC BOULEVARD STORM SEWER PIPE TABLE (100' RIGHT-OF-WAY) °�2` ti� ti `�?� ��` ' __ r_ _ � � � �� �`°�' STIR STIR SIZE (in) LENGTH (ft) SLOPE (7o) REMARKS CONCRETE ---MEDIAN ST1 ST2 12 126 0.22ST2 ST3 12 71 0.22BLDG ST3 6 30 0.45ST3 ST4 12 66 0.22ST4 ST5 12 12 0.25ST5 SWMF 12 0.00SWMF - ST5 4 6 0.31ST5 - EX.FDOT 12 25 0*45ACCEPTABLE STORM PIPE MATERIAL UNLESS OTHERWISE NOTED ON THE DRAWING: A-2000(PVC), HDPE, FRCP, SRCP. THE INTERIAL WALL OF THE STORM PIPE MATERIAL SELECTED MUST BE SMOOTH WALLED. ALL INLETS NTH SLOTS DEEPER THAN 6" SHALL BE CONSTRUCTED NTH HORIZONTAL BARS AT A MAXIMUM VERTICAL SPACING OF 6 INCHES. 1" DIA. GALVANIZED PIPE IMBEDDED 2" IN PRECAST STRUCTURE OR OTHER APPROVED METHOD. Designed Released For Construction Project No.: Drawing T.A.F. Connelly & Wicker Inc. 0601-12 Drawn By Consulting Engineers JAX FEDERAL CREDIT UNION GRADING DRAINAGE & o �- B.T*P* =Checked This Draw" Is the property of Connelly & Wicker Inc. 10060 Skinner Lake Dr., Suite 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 AScale TARYR EAl T.A.F. and Is not to be reproduced or copied in whole or In Jacksonville, Florida 32246 EROSION CONTROL PLAN 1 20' O.C. part. It Is not to be used on ony other project and (904) 265-3030 Fax: (904) 265-3031 A 9/5/06 COAG REVIEW COMMENTS TF] Dote Is to be returned on request. C.A. o.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. Date ReVision -y TIMOTHY A. FOCHT, P.E. Sheet of11 S.V.M. B FL P.E. NO. 60810 EPTEMBER 5. 200 Q 00 Lane Closure on a Two—Lane Road (Two Flogger Operation) LEGEND WORK ZONE ROAD MEOW SIGN WITH 18" X 18" (MIN.) ORANGE FLAG AND TYPE B LIGHT E:r-4 ED r [ ROAD WORK To I Efl WORK ZONE SIGN OF-TICIAL RLCORDS _UME '1828, PAGE 3 `4- 0 0- 0 TYPE I OR TYPE 11 BARRICADE OR VERTICAL PANEL 0 OR DRUM (WITH FLASHING LIGHT AT NIGHT ONLY) Speed Buffer 0 PLACEMENT: 40' O.C. Unit (feet) 0 LANE IDENTIFICATION AND DIRECTION OF TRAFFIC 0 35 120 4- 45 220 0 -0 55 335 BUFFER r. 0 4= 0 X 7 7 7�p 0 W MIN TO TAPER '-4 M ROM wm <t> 00 FRQAC> AHM K > PESO CASE 3 M.O.T. A CASE 3 MOT SHALL ONLY BE IMPLEMENTED WILE CONTRACTOR PERSONNEL ARE t PRESENT. DURING OFF HOURS THIS MOT SHOULD BE REMOVED AND TWO LANES OF looTRAFFIC RESTORED. < > .A o 10 10 � A- 'I- 0 .01.4" (A • 7i 100 -:4 now" > 0 > r -0 > 200' 200' 200' 0 o 0 LJ F-0 d 5 W< 00 m �'� a� �' ss� �"' i W4—2R W20—5R W20-1 F CO ASPHALT 0 ASPHALT' ASPHALT eoeQe .00 t GRASS CONC. GRASS CONC. GRASS CONC. A CONC. 1A —GRASS Z. 'IA" R & U R aI3 <= ATLANTIC BOULEVARD a <= a a (100RIGHT—OF--WAY) C 0 N R E'I 11- MEDIAN NOTES 1 CONTRACTOR TO FIELD ADJUST LOCATION OF WORK ZONE SIGNS AS NECESSARY TO AVOID CONFLICT WITH DRIVEWAYS OF CROSSING ROADS. 2. LANE CLOSURES WILL NOT BE ALLOWED DURING PEAK TRAFFIC HOURS (7AM-9AM AND 3PM-6PM). 3. ALL TRAFFIC CONTROL OPERATIONS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC WORKS DIRECTOR AND F.D.O.T. Designed Released For Construction Project No.: Drawing T.A.F. Connelly & Wicker Inc. .0601-12 Drawn By Consulting EngineersJAX FEDERAL CREDIT UNION MAINTENANCE OF B.T.P. 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 C-6 Checked This Drawing Is the property of Connelly & VAcker Inc. 10060 Skinner Lake Dr., Suite 500 T Scale T.A.F. and In not to be reproduced or copied In whole or In Jacksonville, Florida 32246 TRAFFIC PLAN 1 20' O.C. part It Is not to be used on any other project and (904) 265-3030 Fax: (904) 265-303110 9/5/06 COAG REVIEW COMMENTS TF Date is to be returned on request. FLY . 608'10 .E.S.V.m. P.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No.1 Date ReVision By ,.E. NO. EPTEMBER 5, 200 Sheet — of 11 'd U O 00 12" RAISED LETTERS 1" HIGH 'FLUSH OVERLAP 2' MIN. 0 4 LB./FT. "U' CHAN. `o BRICK WITH TOP � I COVER VCURB UNE OR END °D PARKI G QgY (GALVANIZED) NON-WOVEN OF PARKING SPACE M A�LEU 1-1 4" PIPE JOINT PIPE JOINT FILTER FABRIC JACKET COVER 2 No. 8 O 6" O.C. » PICKHOLESA� PERMIT /4_.*J � VARIES 3 1/4w SEWER 12" 12' SECURING DEVNCE (T��E-�STRAP. �,, sa• ;250. FINE 1-1/16" I YIN MIN CITY APPROVED) cr 12 GRID = FILTER FABRIC 5 c M 27/32 NUT & LOCK JACKET I min 10 v► NOTES: FINISHED � _ amvow � I I I i l i = 1.TOP PORTION SHALL HAVE A GRADE QST SECTION 8' REFLECTIVE BLUE BACKGROUND �� ROUND CONCRETE PIPE SHOWN ROUND CONCRETE PIPE 0 0 o a o 0 34 1/80 WITH REFLECTIVE WHITE SYMBOL » PIPE SECTION �;� n a,o AND BORDER. W " MACHINE SCREW ISOMETRIC VIEW COVER BOLT 2.80TTOM PORTION SHALL HAVE COST OF FILTER FABRIC TO BE INCLUDED IN COST OF PIPE CULVERTS. A REFLECTIVE WHITE BACKGROUND tO 'HASHER MANHOLE FRAME & COVER WITH BLACK OPAQUE LEGEND AND CONC. ,I GROUT (SEE DETAIL) MIN. THICKNESS • � BORDER. ` ? (265 LBS. ±5 LBS.) 1' L— ". 3.PENALTY SIGN SHALL HAVE A :;:.,' - BRICK 1 1/2 M M 2 1/4" REFLECTIVE BLUE BACKGROUND j RAM-NEK» OR 1 4 » 1 CENTERLINE OF WITH REFLECTIVE WHITE LEGEND SIGN VAR. "CrRING JOINTS PARKING SPACE AND BORDER. FILTER FABRIC JACKET DETAIL 2" CL WHERE REQUIRED. N.T.S. W w DISABLEDSIGN DETAIL POST MOUNTING DETAIL o " PRECAST IN ACCORDANCE 1 1/8 0 35 3 4w " 2 CL WITH LATEST EDITIONS » 3 4 PARKING SYMUOL, OF ASTM C478 8-RIBS 7 8 1 1/2' DISABLED SIGN & POST DETAILS VAR. PIPE MUST NOT BE IN 5/8+ N.T.S. •': ''' '°' CONSTRUCTION JOINT N.T.S. 2" CL. �— MINIMUM BEARING 32" 4 114w SECTION 4- SEC'T'ION CAPACITY 2,000 PSF 40 1/27 mOR&NOTrr• MOKTAR um 7T)SEAL TIE PIPE MrnD THE 1M1u15 OF PfiDCAST J-1 THRU TROP ac 80TTnM SLAB WALL CONCRETE FRAME uNrts�BE OF SM A MCC THAT sHr�NICAaE UL Not `�'-1_F THICK STRENGTH (215 LBS. APPROX.) J-1 8 No.4 0 Ir 0.C.BX 1 5 4000 PSI ,s 8r CONCRETE SIDEWALK oft CAM LX Wm Km at OUT OF im mm mm"mom J-1-A No.5 4V O.C.B.W. 4000 PSI VARIES (SEE PLAN) FOR PIP�`a+�.eE "+�ao. °'`TME PIPE'®°"'Ie°PLUS C. J-1-8 8 No.6 0 r QQ e.w. 7" 4000 PSI 1 1/4" t 3/8' 70 J-1—C 10" Na 6 0 6.0.C.B.W. 8" 5000 PSI FLUSH-TOOLED 3000 psi CONCRETE 4' J-1-D 10-' Na 7 0 Ir O.C.U 9 5000 PSI 1/2"I 6" EDGE J-1-E 10No.7 0 C O.C.&W 10 5000 PSI 1__. 01 + SLOPE - - Na 8 0 6•O.C.&W.1 15000 PSI IF 1 11 10" 1 4 3 4 GRADE /i i /i /i / /i /i r�i\i\� ORM SEWER pICKHOLE DETAILS RIB DETAIL . . . .. . .1 < /%/i.\!i\! TYPE J-1 THRU J-1 -F MANHOLE ti = 2 COI��IPACTED NOTE: ^o SUBGRADE 1/2- PREFORMED EXPANSION N.T.S. FRAME AND COVER SHALL BE MACHINED OR GROUND AT Iz JOINT REQUIRED WHEN SIDEWALK \ • - � •4- � TOUCHING SURFACES SO AS TO SEAT FIRMLY AND PREVENT IS ADJACENT TO STRUCTURES ROCKING. 1'-6" 6" WHEN PVM'T. SLOPESSIDEWALK I STORM SEWER AWAY FROM CURB oETAIL OF a+ArOrE�.IZAnoN N.T.S. N07E: CHAORLIZATION RE1gl101ED AT ALL ORAMOM STTBlC1tJ11E5 MANHOLE AND E13AME, NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE N.T.S. CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. CITY STANDARD. CURB AND GUTTER DETAIL, 1-1/2" ASPHALT TYPE S-3 ' Bc + 2 MMAX. N . N.T.S. s .4 SHEETING Bc COMPACTED BACKFILL • x SlWIW FLOW QW# aLS COMPosEa of ooNor IM ate eTlW Aro N NOTE: SIGN - � 12" _ _ MORTAR SHALL K OONSIRLl M ON THE BOTMMS OF ALL P.S.i. 1 1/2 ASPHALT TYPES i I L STRlJCMM TO A WIN EMM To HALF 7HE OUMETEJt OF -f THE LST PTFE. =1 PRIME COAT (F.D.O.T. STD. SPEC. 300) *OPTIONAL BASE (4" UMEROCK BASE OR INVERT DTAI L 4" CRUSHED CONCRETE)** N.T.S. SHAPED BOTTOM PROVIDE DETECTABLE WARNING — -- - SURFACE PER FLORIDA ***10" SUBGRADE COMPACTED TO 98% 6' 6' " SUITABLE UNDIST- HANDICAPPED CODE MAX. DENSITY-AASHTO T-180) 2 1/4 5 3/4 URBED SOIL 0.5 Bc 5 3/4' 1/4 HALF SECTION HALF SECTION DISABLED SIGN * EACH BASE MATERIAL SHALL BE BID AS AN INDIVIDUAL ALTERNATE. ALL EXPOSED CORNERS (TYPICAL) ** IN CITY R/W BASE SHALL BE 8' LIMEROCK BASE OR 8' CRUSHED CONCRETE. 2. CHAMFERED 3/40SHEETED TRENCH UNSHEETED TRENCH *** IN CITY R/W SUBGRADE SHALL BE 12". TYPE I SLOPE 00 o SLOPE SHAPED BOTTOM W/ o°o°°oo�` �` 2"x2"xl 4" ANGLE TWICAL PAVEMENT SECTION ION GRATE SEAT TAMPED BACKFILL N.T.S. N rsR PLATE D-209) #4 O 12" O.C. B.W. " 1 o 6" SHEETING B c + 18' MAX. BACKFILL COMPACTED 2» \ GROUT, OR *RAM-NEK" 3 EACH 6" WHITEe N JOINTS WHEN REQUIRED -� _ 12' :4 ABLUE LINE WHITE LINE DIAGONALS O 60' 2•x2"x1/4" ANGLE ( EQUALLY SPACED AUUUUBc A M STEEL i-I I 4' » Y I " 11 : :. s 1/e• /e• s/e• ��a-UUJ COMPACTED _ GENERAL NOTES* - 4 MIN. WELD ALL AROUND 1/2 _ . �� s 7/8-_. GRANULAR _ 1) CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. MATERIAL --- -- - 1/2-0 ANCHOR STEEL ROD PLAN 1/a•x 1•x 1- #4 O 12" O.C. B.W. -III—I i 2) THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8X. BEARING PAD ►—r- ti a� 3 REQUIRED yiEw PI MMUggT yyOT g� �N 3) SEE GRADING PLAN FOR SPOT ELEVATIONS. CSTRUCTION JOINT If 11 11 11 11 If I HALF SECTION HALF SECTION 4) ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED 1 11:r , Q%SIaAt?_&FLUSH SHEETED TRENCH UNSHEETED TRENCH WHITE. H.C. SYMBOL SHALL BE 5 FEET HIGH. 001 35 1 - • s TYPE II 5) TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE \i\ r� i\ i ii\� BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND GRATE SEAT DETAIL ELEVATION #4 o s O.C. B.W. COMPACTED GRANULAR BEDDING BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER. M NIMUM BEARING CAPACITY 2000 PSF DISABLED EAEKING SPAQE DETAIL DETAIL FOR TYP "r." & "E" I N TYPE V INLET GRATE TYPE "C" INLET CLASS 'B TYPICAL BEDDING DETAIL N.T.S. . . . N.T.S. N.T.S. N.T.S. Designed Released For Construction Project No.: Drawing T.A.F. Connelly & Wicker Inc. 0 0601-12 By Consulting Engineers Drawn X FEDERAL CREDIT UNION o B.T.P. Checked 10060 Skinner Lake Dr. Suite 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 SITE & DRAINAGE DETAILS ,<0 Scale : C— 7 This Drawing is the property of Connelly do Wlicker Inc. � � '� T.A.F. and is not to be reproduced or copied in whole or in Jacksonville, Florida 32246 A, NOT TO SCALE O.C. part. It is not to be used on any other project and (904) 265-3030 Fax: (904) 265•-3031 A 9/5/06 COAB REVIEW COMMENTS TF Date Is to be returned on request. C.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. Date Revision By TIMOTHY P.EANO. 60810•E� S.V.M. EPTEMBER 5, 200 Sheet of 11 b U O VARIES O0 MONOLITHIC CURB 1/2" TROWELED AND SIDEWALK 2X MIN EDGE FILTER FABRIC aFINISHED N � GRADE POST DRIVEN INTO GROUND 18" MIN. N GRADE )2' FLOW 6"X6 #10/10 0 WIRE OR NETTING a a SECTION ENVIROFENCE 10OX WITH SED. FILTER NOTES: FABRIC, NETTING do FENCE 1. PROVIDE TROWELED JOINTS IN SIDEWALK EQUALLY SPACED AT INTERVALS APPROX. EQUAL TO THE 8' SIDEWALK WIDTH. 2. PROVIDE 1/2" EXPANSION JOINT WITH PRE MOLDED EXPANSION JOINT FILLER AT ALL INTERSECTIONS, STRUCTURES OR BUILDINGS AND AT A MAXIMUM SPACING OF 40 FEET. _ MONOLITHIC CURB & SIDEWALK DETAIL N.T.S. 4"x4" TRENCH ELEVATION SI LT FEN CE DETAIL N.T.S. 1/2- EXPANSION JOINT 6" PORTLAND CEMENT CONCRETE AT 3000 PSI SLOPE SEE PLAN W W 12" STABIUZED SUBGRADE FDOT STD. Q. a = FOUNDATION/CURBS 160. TYPE B (MIN L8R 40) Q U Q � EXPANSION do CONTRACTIONS NOTES O O U NOTE: R11-11 I. PROVIDE 1/2- PREMOLDED EXPANSION JOINTS AT 30' MAX. SPACING W a O.. t� THE STOP SIGN SHALL BE OCTAGON WITH WHITE IN ROADWAYS. a- O cV O MESSAGE AND BORDER ON A RED BACKGROUND. 2. PROVIDE STAY-IN-PLACE KEY CONTRACTION JOINT OR APPROVED EQUIV. 1 � F- AT CENTERLINE OF ROADWAYS AND AT 15' MAX. SPACING TRANSVERSELY THE POSTS AND BRACKETS WILL BE PER F.D.O.T. ALONG ROADWAYS. STANDARD INDEX 11860 AND 11861. 3. SPACING SHALL BE ADJUSTED TO BLEND ASTHETICALLY WITH PAVING STOP SIGN DETAIL KNISH AS APPROVED BY OWNER. N.T.S. CONCRETE APRON DETAIL N.T.S. BLEED D00 ORIFICE SEE DETAIL 12 RCP 12" PIPE IL MsA 2.0 2.0' N TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE 0.5' A 5.50' 4.50' 7/8" DIA HOLE _. ,.•: WEIR EL. = 9.09 IN 6" SQUARE FIBERGLASS 12" PIPE INV = 8.07 .:,':4• _ 5" MIN. °y:..:: PLATE FASTENED TO STRUCTURE0 6�0'� `';;• 4" PIPE INV. = 6.76 12" PIPE INV = 7.42 INV = 6.76 12" RCP INV. = 6.26 7T7 DRILL 3 DIA. ORiFICE IN J FIBERGLASS PLATE INV.=6.76 NOTE: PIPES* MAY BE PIPE MUST NOT BE IN 3/4" REINFORCING BAR STR. No. 5 ROTATED FOR CLARITY. CONSTRUCTION JOINT ,�i'',. IMBEDDED 18" INTO SEE PLAN SHEET FOR PIPES SHALL BE FLUSH SUBGRADE— 2 #4 BARS j; DIRECTION. CONTINUOUS WITH INSIDE WALL • EEL STOP DETAIL OUTFALL CONTROL STRUCTURE WHV(PRECAST CONCRETE) CONTROL STRUCTURE D.B.I. - TYPE - FDOT TYPE J (ALT,31 N.T.S. ORIFICE DETAIL STRUCTURE NO. 5 N.T.S. N.T.S. Designed Released For Construction Project No.: Drawing Drawn T.A.F. Connelly & Wicker Inc. o 060 -12 1A'J Y FEDERAL CREDIT UNION o B Consulting Engineers B.T.P. SITE & DRAINAGE DETAILS - Checked This Drawing is the property of Connelly do Wicker Inc. 10060 Skinner Lake Cir., Suite 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 0 4"C Scale 8 T.A.F. and Is not to be reproduced or copied in whole or in Jacksonville, Florida 32246 NOT TO SCALE O.C. part. It Is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 Is to be returned on request. 10 9/5/06 COAB REVIEW COMMENTS � TIMOTHY A. FOCHT, P,E, Dote S.V.M. C.A. No.. 3650 PREPARED FOR. DESIGN BUILD CONCEPTS, INC. No. Dote Revision By FL P.E. NO. 60810 EPTEMBER 5, 200 Sheet of 11 t� U r-+ r-+ 12.0 GENERAL NOTES oho 2� 5� 1. STORMTECH INC. ("STORMTECH") REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND 'S STORMTECH GENERAL NOTES PRIOR TO BEGINNING S STEMMTECHINSTALLATIONLATEST INSTALLATION INSTRUCTIONS 0 0 0 0 0 0 5.5 1. STORMTECH LLC "STORMTECH")REQUIRES 2• OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION ( CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL INSTALLING CONTRACTORS TO USE AND SERVICE REPRESENTATIVES AT LEAST 30 DAYS PRIOR TO SYSTEM PAVEMENT UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTALLATION TO ARRANGE A PRE-INSTALLATION CONSULTATION. OUR FLOOR BOX FRAME AND UD W/S.S INSTRUCTIONS PRIOR TO BEGINNING SYSTEM REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS CAP SCREW LID CLOSURE INSTALLATION. ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CLEANOUT WITH SCREW-IN CAP CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694 TO ° CLASS ■c" CONCRETE INSTALLATION CONSULTATIONS TO INSTALLING SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT ° a CONTRACTORS. CONTACT OUR TECHNICAL WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION AASHTO M288 CLASS 2 SERVICES REPRESENTATIVE AT LEAST 30 DAYS INSTRUCTIONS. 8 NON-WOVEN GEOTEXTILE PRIOR TO SYSTEM INSTALLATION TO ARRANGE A STORMTECH SYSTEM °n PRE-INSTALLATION CONSULTATION. OUR 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN 7 8 CHAMBERSId 14 REPRESENTATIVES CAN THEN ANSWER QUESTIONS (ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER IS 18-INCHES NOT ° ° °.° OR ADDRESS COMMENTS ON THE STORMTECH INCLUDING PAVEMENT; MAXIMUM COVER IS 96-INCHES INCLUDING PAVEMENT :I CHAMBER SYSTEM AND INFORM THE INSTALLING DESIGN. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE TOP OF SYSTEM=9.09 CONTRACTOR OF THE MINIMUM INSTALLATION RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS TOP 0 = O a ° (. :.,4r PVC R15ER . : �8„ 96• REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S 24-INCHES, MAXIMUM COVER IS 96-INCHES. THE DESIGN ENGINEER MUST F CHAMBERS 8.59 N a MIN- MAX. CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO APPROVE ANY REVISIONS TO STORMTECH MINIMUM RECOMMENDATIONS. BOTTOM 0 F CHAMBERS=7.Z 6 ° ° a A TECHNICAL SERVICE REPRESENTATIVE OR VISIT a a WWW.STORMTECH.COM TO RECEIVE A COPY OF 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER ° OUR INSTALLATION INSTRUCTIONS. FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. BOTTOM OF SYSTEM=6.76 o v ° ° Csl A ° ° 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER FABRIC) MUST PAVEMENT DESIGN(ASPHALT,CONCRETE PAVERS, BE USED AS INDICATED IN THE PROJECT PLANS. ETC.): MINIMUM COVER IS 18 INCHES NOT INCLUDING PAVEMENT;MAXIMUM COVER IS 96 INCHES 6. STONE PLACEMENT BETWEEN CHAMBER ROWS AND AROUND PERIMETER 0 a° q ° a. 0 0 0 0 0 0 o INCLUDING�PAVEMENT. FOR INSTALLATIONS THAT MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION ° a NOTE 0 0 0 0 0 0 0 0 NSPECTION PORT TO BE , MISPECTION PORT ATTACHED THROUGH DO NOT INCLUDE PAVEMENT,WHERE RUTTING OF `;TORMTECH S INSTALLATION INSTRUCTIONS IN ORDER TO MAINTAIN ROW A KNOCK-OUT LOCATED FROM VEHICLES MAY OCCUR,MINIMUM REQUIRED SEPARATION DISTANCES AND PREVENT CHAMBER DISPLACEMENT. °° a a : TRAFFIC AT CENTER OF CHAMBER COVER IS 24 INCHES,MAXIMUM COVER IS 96 RATED FOR FLORIDA 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS ° °a.: LEGAL LOAD LIMITS. INCHES. ° 30 MIL PVC WITH 8 OUNCE NON-WOVEN INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION °'� REINFORCEMENT FABRIC UNDERLAYMENT 4. THE CONTRACTOR MUST REPORT A14Y INSTRUCTIONS. a L° SC CHAMBER AND OVERLAYMENT DISCREPANCIES WITH CHAMBER FOUNDATION ° . MATERIALS BEARING CAPACITIES TO THE DESIGN 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION °..' ° ENGINEER. INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS STORMTECH SC-310 CHAMBER SYSTEM DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S INSPECTION PORT DETAIL 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR NOT TO SCALE THE PROJECT PLANS. BE USED AS INDICATED IN TRAVELING ACROSS OREVENTING VEHICLES THAT EXCEED PARK NG OVVERTTHE STORMWATERREMENTS SYSTEM. FROM TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS SENSITIVE CONSTRUCTION AREAS. AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL CURRENT VERSION OF STORMTECH'S MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF INSTALLATION INSTRUCTIONS. SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW SPECIFICATIONS. INSPECTION PORT REQUIREMENTS AS INDICATED IN THE MOST 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT CURRENT VERSION OF STORMTECH'S WARRANTY FOR DETAILS. TO ACQUIRE A COPY, CALL STORMTECH AT (TYP 12) 4' INSTALLATION INSTRUCTIONS. 1-888-892-2694 OR VISIT WWW.STORMTECH.COM. o © o Q o C 8. THE CONTRACTOR MUST REFER TO STORMTECH'S 13.0 STORMTECH PRODUCT SPECIFICATIONS If �� INSTALLATION INSTRUCTIONS FOR A TABLE OF 4 PERFORATED PIPE ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS 1.0 GENERAL WRAPPED IN FILTER FABRIC OF COVER. THIS INFORMATION IS ALSO AVAILABLE 1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL STORMWATER AT STORMTECH'S WEBSITE: RUNOFF. AS A SUBSURFACE RETENTION SYSTEM, STORMTECH CHAMBERS TO CONTROL O O WWW.STORMTECH.COM. THE CONTRACTOR IS RETAIN AND ALLOW EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS STRUCTURE OR{FACE O O O O O O O O O SAND RESPONSIBLE FOR PREVENTING VEHICLES THAT A SUBSURFACE DETENTION SYSTEM, STORMTECH CHAMBERS DETAIN AND o EXCEED STORMTECH'S REQUIREMENTS FROM ALLOW FOR THE METERED FLOW OF WATER TO AN OUTFALL. TRAVELING ACROSS OR PARKING OVER THE o _ . STONE STORMWATER SYSTEM. TEMPORARY FENCING, 2.0 CHAMBER PARAMETERS Csl WARNING TAPE AND APPROPRIATELY LOCATED 2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF POLYPROPYLENE RESIN 5 5' O ��, Q c> 0 0 0 0 o SIGNS ARE COMMONLY USED TO PREVENT TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING (ESCR), • UNAUTHORIZED VEHICLES FROM ENTERING AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES SENSITIVE CONSTRUCTION AREAS. EXPERIENCED DURING INSTALLATION AND SERVICE. 0 0 0 0 0 0 0 9. THE CONTRACTOR MUST APPLY EROSION AND 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE STORMTECH SC-740 SHALL PERFORMED BLEEDDOWN PIPE SEDIMENT CONTROL MEASURES TO PROTECT THE BE 30.01-INCHES TALL, 51.05-INCHES WIDE AND 90.7-INCHES LONG. THE N.T.S. STORMWATER SYSTEM DURING ALL PHASES OF NOMINAL CHAMBER DIMENSIONS OF THE STORMTECH SC-310 SHALL BE Z SITE CONSTRUCTION PER LOCAL CODES AND 16.0-INCHES TALL, 34.0-INCHES WIDE AND 90.7-INCHES LONG. THE O DESIGN ENGINEER'S SPECIFICATIONS. INSTALLED LENGTH OF A JOINED CHAMBER SHALL BE 85.4-INCHES. » _ N 0 10. STORMTECH PRODUCT WARRANTY IS LIMITED. 2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY CURVED SECTION PROFILE. 10, �, (� SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 2.4 THE CHAMBER SHALL BE OPEN-BOTTOMED. 00 1-888-892-2694 OR VISIT WWW.STORMTECH.COM. 2,5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING CORRUGATION � JOINT SYSTEM TO ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE EFFECTIVE WHILE ALLOWING A CHAMBER TO BE TRIMMED TO SHORTEN ITS PAVEMENT OVERALL LENGTH. 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED STORMTECH SC-740 GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 INCH LIFTS CHAMBER SHALL BE 74.9 CUBIC FEET PER CHAMBER WHEN INSTALLED PER TO 95%PROCTOR DENSITY.SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S ACCEPTABLE FILL MATERIALS STORMTECH'S TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. STORMTECH SC-310 AND SC-740 CHAMBER SYSTEMS ANGULAR STONE WITH AN ASSUMED 40% VOID RATIO). THIS EQUATES TO 2.2 CUEIC FEET OF STORAGE/SQUARE FOOT OF BED. THE NOMINAL STORAGE VOLUME OF AN INSTALLED STORMTECH SC-310 CHAMBER SHALL BE FOR UNPAVED INSTALLATION WHERE RUTTING MAY OCCUR, INCREASE COVER TO 24 INCHES. PAVEMENT 31.0 CUBIC FEET PER CHAMBER WHEN INSTALLED PER STORMTECH'S TYPICAL GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF lir ANYSOIUROCK MATERIALS, ASSUMED 40% VOID RATIO). THIS EQUATES TO 1.3 CUBIC FEET OF AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ACCEPTABLE FILL MATERIALS IN ®TO GRADE ABOVE FILL MATERIAL FROM OILS OR PERENGINEERS' PLANS.E N/A N/A NSTPREPALLATIONS MAYARE PER HAVESTRING NT MATERIAL S.PAVED STORAGE/SQUARE FOOT OF BED. STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. %-2 INCH WASHED,CRUSHED,ANGULAR STONE WWW.STORMTECH.COM,M SUBGRADE REQUIREMENTS. 2.7 THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES PENETRATING THE ©FILL MATERIAL FOR e-TO 18- GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN W LIFTS TO A MINIMUM 95% SIDEWALLS TO ALLOW FOR LATERAL CONVEYANCE OF WATER. FOR UNPAVED INSTALLATION WHERE RUTTING FROM VECHICALES MAY OCCUR, ELEVATION ABOVE CHAMBERS SOIUAGGREGATE MIXTURES, 5,56,57,6, A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS INCREASE COVER TO 24 INCHES. (24-FOR UNPAVED INSTALLATIONS) <35%FINES. 67,68,7,78, A3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. 2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS TOP TO ALLOW FOR 8,89,9,10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. EQUALIZATION OF AIR PRESSURE BETWEEN ITS INTERIOR AND EXTERIOR. AASHTO M288 CLASS 2 NON-WOVEN ®EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3,357,4,467,5, N/A NO COMPACTION REQUIRED GEOTEXTILE AND TO A 6-ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO ALLOW FOR '/,- 2 INCH WASHED, CRUSHED, ANGULAR CHAMBERS �.-2NCH UNIMPEDED HYDRAULIC FLOWS AND VISUAL INSPECTIONS DOWN A ROW'S STRUCTURE 18" 96" STONE SC 31O I&FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3,357,4,487, N/A PLATE COMPACT OR ROLL TO ACHIEVE A ENTIRE LENGTH. 4• - N0.5 : MIN. MAXCHAMBERS MAJORITY of PARTICLES BETWEEN 5,56,57 96%STANDARD PROCTOR DENSITY �. 6" _ �,-2INCH 2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS. I- _ PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE T T WASHED -•-'•••:...- .., .. ..... .-.•;. - •.:--'••�•.. -� � •.• ' •�`-•.: - .. " As O Is S d S (3 IONS ON E S ONE MUS ALSO BE SH - -- . -• AN DESIGNED USING AASHTO 18"MIN. MAX' CRUSHED ANGULAR. FOR EXAMPLE,THE STONE MUST BE SPECIFIED AS WASHED,CRUSHED,ANGULAR N0.4 STONE. METHODS FOR THERMOPLASTIC ACULVERTS CONTAINED IN THE LRFD BRIDGE 0 0 0 0 0 0 0 0 0 16" 6" DESIGN SPECIFICATIONS, 2ND EDITION, INCLUDING INTERIM SPECIFICATIONS a 0 a 0 0 0 a o _III THROUGH 2001. DESIGN LIVE LOAD SHALL BE THE AASHTO HS20 TRUCK. 1 6" I 16„ DESIGN SHALL CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE FOR THE ,{ -__ 1 - _III '•-." :~:w• ,i.' •:' .•`�.::;,:•:;•.:; � MINIMUM TO MAXIMUM SPECIFIED DEPTH OF FILL. I=I I��I I=11 III ' r'. ' ' •`• 96" ER HALL BE MANUFACTURED IN AN ISO 9001:2000 I I ��' ti.• I I-� --„ - 6" 2.12 THE CHAMBER S ;•; < .�. •.� ,.. ,f' ..,'�.r;:: �;, MAX. =I '1' I-�- I-III- - - • " -� CERTIFIED FACILITY. to i ?�Y. .. 7' •` fes.;.. 18" t _I(I-`)(Tr-I I I t, +• ..rs1:4`t� !' ' •,:.y lti��w L� �'3'. . I SC-310 CHAMBER 6" MIN. 3:0 END CAP ND CAP SHALLPARAMETERS BE INJECTION MOLDED OF POLYPROPYLENE RESIN 1 THE E SC-310 END CAP © TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING (ESCR), SC-310 END CAP AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES 6"MIN. 34" 12"(TYP.) EXPERIENCED DURING INSTALLATION AND SERVICE. A 6" 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY CORRUGATION OF A CHAMBER, WHICH ALLOWS: CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; SEGMENTING ROWS INTO STORAGE BASINS OF VARIOUS LENGTHS; 'SEE SECTION 4 OF THE STORMTECH DESIGN MANUAL USE AS A BAFFLE PLATE OR WEIR CONTROL DEVICE AT ANY LOCATION IN A STORMTECH SC-310 CHAMBER SYSTEM ROW. AASHTO M288 CLASS 2 INLETTING DIRECTLY FROM CATCH BASIN/MANHOLE STORMTECH SC-310 CHAMBER SYSTEM ALL AROUNDMGVEN TExTILE ALLAROUNDANGULARSTONE 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW EASY CUTTING FOR VARIOUS DIAMETERS OF PIPE THAT MAY BE USED TO INLET THE SYSTEM. NOT TO SCALE TYPICAL CROSS SECTION DETAIL 3.4 THE END CAP SHALL HAVE EXCESS STRUCTURAL ADEQUACIES TO ALLOW NOT TO SCALE CUTTING AN ORIFICE OF ANY SIZE AT ANY INVERT ELEVATION. FOR STORMTECH 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE CURVED OUTWARD TO RESIST HORIZONTAL LOADS GENERATED NEAR THE EDGES OF BEDS. INFORMATION CALL 1-888-892-2694 3.6 THE END CAP SHALL BE MANUFACTURED IN AN ISO 9001:2000 CERTIFIED FACILITY. Designed Released For Construction Project No.: Drawing T.A.F. Connelly & Wicker Inc. 0 0601-12 Drawn - J AX FED E RAL B Consulting Engineers B.T.P. STORMTECH DETAILS -�r - checked This Drawing is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Sulte 500 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 414 Scale T.A.F. and Is not to be reproduced or copied in whole or In Jacksonville, Florida 32246 0 AS NOTED O.C. part. It Is not to be used on any other project and (904) 265-3030 rax: (904) 265-3031 Is to be returned on request. 9/5/06 COAG REVIEW COMMENTS TIMOTHY A. FOCHT, P.E. Date S.V.M. C.A. No.: 3650 PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. Date Revision By FL P.E. N0. 60810 EPTEMBER 5, 200 Sheet of 11 V O 00 Bc + 18" MAX. BRASS IDENTIFICATION TAG INDICATING SHEETING Bc + 12" MIN. SHEETING ____Bc + 18" MAX. COMPACTED �j• "WATER", VALVE SIZE & VALVE TYPE TOP SECTION VIEW Bc COMPACTED c + BACKFILL *4 EMBEDED FLUSH w/TOP OF CONCRETE - BACKFILL _ 24" -- r-- Z- W .I _ 12 " " I I = —12 1 le BC 12 \ 3 TYP. COMPACTED — I 4" MIN. #4 REINF. BAR (TYP.) ( I GRANULAR SHAPED BOTTOM — _ =I MATERIAL --� —� — LOSAOx) SUITABLE UNDIST- 3000 PSI URBED SOIL 0.5 Bc CONCRETE PAD COVER FINISHED BOTTOM SECTION VIEW HALF SECTION _ HALF SECTION HALF SECTION HALF SECTION 1 H GRADE S E TED E E TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH--1 TYPE I TYPE II a SHAPED BOTTOM W COMPACTED GRANULAR BEDDING 2"x3" HOLE (BOTH ENDS) TAMPED BACKFILL 24" DIA. 6" 'MK v NCRE�E PAD CLAS TYPICAL BEDDING DETAIL zA�LVE 80X D N.T.S. RECESSED `i VALVE �,w HOLE DESIGNED TO FIT THE -7 READMETER PADRESTAINED UCH MECHANICAL 26 LBS IIPPROX. NOTES: PIPE JOINT Thr NE. RPZ NRS GATE VALVE BO THREENAMABLE SE�ON GALV. STEEL UNION 1 X & LID SHALL BE MADE OF DOUBLE WALL PLASTIC. GALV. STEEL UNION 2) ALL SIZE SHOWN ARE IN INCHES AND ARE APPROXIMATE SIZES. r- � WATER METER BOX & COVEEI WATER° ` SYSTEM VALVE BOX, GALV. STEEL FOR 1 112" /\/\/ \/\/ /\/ /��� 24" SQUARE -INSULATE TYP. SCREWED PIPE AND FITTINGS N.T.S. \ CONCRETE PAD ( ) UNDISTURBED N0 57 STONE (6 THICK) FINISH GRADE 12" MIN. . EARTH PLUS PIPE DIA. NOTES: _.o 1. POURED IN PLACE (NOT PRECAST) CONCRETE SHALL BE FLUSH w/ GRADE. 2. LOCATING WIRING REQUIRED. SEE DETAIL W-44. AVG. GROUND VALVE & BOX DETAIL SURFACE UNIT TO BE WATTS, SERIES 770 (OR APPROVED EQUAL) N.T.S. I � � I REDUCED PRESSURE ZONE, BACKFLOW PREVENTOR ASSEMBLY 800 N.T.S. 6" SHORT RADIUS BEND s � 6" PIPE LAY IN UNDISTURBED SOIL a AVG. GROUND SURFACE a MIN. SLOPE 1/4- PER FOOT LAY IN COMPACTED SOIL �qQ� J a URB PAVEMENT METER BOX & COVER CL Z x / o TO BE DETERMINED IN FIELD ANT CURB STOP CONNECTION TO BE 4" SERVICE CONN. t° MIN. 30' MAX. 450 (2) i= Dol PC*W 2� CORPORATION STOP METER MADE BY CITY OR ao• (TO BE LOCATED PRIOR 3 PLUMBER IF APPROVED TO INSTILLING TEE BRANCH) 4 Z a 10" MiN. �I III " UNDISTURBED SOIL Imo-- 6" PIPE 6" 30' BEND N �, MIN. SLOPE 1/4 PER FOOT 22,5• SHORT RADIUS —rTL _ I 8 WATER SERVICE LINE, LENGTH VARIES 4" SERVICE CONN. i�4� + SET METER ON UNDISTURBED OR COMPACTED SOIL (TO BE LOCATED PRIOR ` TO INSTALLING TEE BRANCH DISTRIBUTION MAIN HOUSE LATERAL (SECT]ON B-B / OR WYE) WATER SYSTEM VALVE BOX COVER LocAT10N OF MAIN MAY VARY, ADJUST CONSTRUCTION TO SUIT CONDITIONS. 5EWER SERVICE LATERAL 5ECTION A-A N.T.S. WATER METER DETAIL, N.T.S. SEWER 3" DIAMETER TREATED a a. SEWER OR FENCE POST PAINTED NONPOTABLE 6" 300 BEND RED ON TOP 12" � I SHORT RADIUS 24" WATER MAIN SEWER WATER MAIN O 3" DIAMETER TREATED MIN. '' STANDARD TEES 6" 300 BEND FENCE POST PAINTED it 1 + SHORT RADIUS RED ON TOP 12" WATER MAIN z MECHANICALLY 0 3" DIAMETER TREATED I JOINTS R RESTRAINED �ESI FENCE POST PAINTED SERVICE SEWER I STANDARD TEES UNDISTURBED � I EARTH SEWER AIN RED ON TOP 12" 3" DIAMETER TREATED SERVICE 10' 10' FENCE POST PAINTED SEWER NOTES: RED ON TOP 12" 1. WHERE A 6 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE 3 WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE WATER QUALITY PIPE I PUNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 6 FEET IS OBTAINED. 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED EXIST. CONN. EXIST. HOUSE CONN. TO BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN IN FIELD.IDETERMINED BE DETERMINED IN FIELD THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN N E WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE NONPOTABLE THE MINIMUM SIZE OF ALL SERVICE THE MINIMUM SIZE OF ALL SERVICE WATER MAIN SHALL BE 20 FEET OF WATER QUALITY PIPE CENTERED SEWERS SHALL BE 6 INCHES. SEWERS SHALL BE 6 INCHES. ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINTS. SEWER SERVICE LATERAL (PLAN B-B SEWER SERVICE LATERAL PLAN ASEVVER RATION DETAIL, N.T.S. N.T.S. N. .S. Designed Released For Construction Project No.: Drawing T.A.F. Connelly & Wicker Inc. 0 0601-12 DrawnJAX FEDERAL CREDIT UNIQN By � Consulting Engineers o B.T.P. � �� Checked 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 UTILITY DETAILS �. C� 10 This Drawing is the property of Connelly & Wicker Inc. 10060 Skinner Lake Dr., Suite 500 Q q,� Scale . T.A.F. and Is not to be reproduced or copied in whole or In Jacksonville, Florida 32246 0 NOT TO SCALE O.C. part. It is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 Is to be returned on request. 1Q 9/5/06 COAG REVIEW COMMENTS TIMOTHY A. FOCHT, P.E. Date S.V.M. C.A. No.. 3650 PREPARED FOR. DESIGN BUILD CONCEPTS, INC. No. Date I Revision By FL P.E. NO. 60810 EPTEMBER 5, 200 Sheet of 11 U O GENERAL NOTES: Q Q UTILITY NOTES: 00 EROSION SEDIMENT CONTROL NOTES: 1. SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 25. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT OF CITY STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR CONTRACTOR SHALL COMPLY WITH CURRENT A.D.A. CODE FOR ALL WORK ON THIS PROJECT. LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED REFER TO "THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0 O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. .2 PERCENT LEAD. SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION INJURIES TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE 26. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SHALL PROVIDE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING RIGHT-OF-WAY OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE JEA APPROVED EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY MATERIALS MANUAL. TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER 3' PREPARING THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPFOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF AND TYPE OF MATERIAL OF EXISTING UTILITIES COMMENCEMENT OF ANY CONSTRUCTION, THE COO WHICH HE SHALL CONNECT. 27. CONNECTION IS CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE THIS PROJECT. BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND JEA, ANDWHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS THROUGHOUT PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 28. MINIMUM COVER FOR WATER MAINS AND FORCE MAINS IS 30" IN UNPAVED AREAS AND 36" IN CONSTRUCTION COSTS AND FINES. THE PROJECT AREA TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO PAVED AREAS OR DUCTILE IRON PIPING / CONCRETE ENCASEMENT IS SPECIFIED. AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO CONSTRUCTION 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST OF THE PROJECT. CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO 29. WATER AND SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF METER APPLICATION. FEES EROSION AND SEDIMENT CONTROL PRACTICES OUTLINED IN J CONFORM WITH CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. WILL BE BASED ON TOTAL NUMBER OF PLUMBING FIXTURE UNITS SHOWN OR LISTED ON TI•IE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY F;ELD EXPLORATION BUILDING PLANS. WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND UNSUITABLE MATERIAL REQUIRED TO BE REMOVED AND/OR TO ESTIMATE TZ­IE AMOUNT OF FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 30. ALL PIPES CONFORM TO THE APPROPRIATE AWWA STANDARDS AND SPECIFICATIONS. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED OFF SITE BORROW THAT WILL BE REQUIRED. ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. 31. ALL PIPING AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR DOWNSTREAM WATER QUALITY DEGRADATION. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER THE LATEST JEA STANDARDS, DETAILS & MATERIALS MANUAL. CURRENT REVISION EFFECTIVE AND THE CITY FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND 6. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE DATE IS JANUARY 1, 2004. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A THE CITY. REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. PERMANENT STAND OF SOD AND/OR GRASS PER CITY 32. METER MUST BE APPLIED AND PAID FOR BY A LICENSED MASTER PLUMBER OR UTILITY N.G.V.D. STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION 6• ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1923 7. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE CONTRACTOR. APPLICATION IS TO BE MADE AT CITY OF ATLANTI% BEACH, 800 SEMINOLE ROAD, ( ) UNITED FOR PAVEMENT. ATLANTIC BEACH, FL. REQUIREMENTS. STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE ARC SURVEYING & MAPPING, INC. (PROJECT No. 05-10-06; FILE No. C-05-13B) 8. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY 33. ALL WATER MAIN PRESSURE AND LEAKAGE TESTING SHALL BE IN ACCORDANCE WITH AWWA PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 7. FOR BOUNDARY, ROADWAY AND LOT GEOMETRY INFORMATION SEE PLAT. AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER C600-87 AND/OR JEA'S APPLICABLE STANDARDS AND SPECIFICATIONS. ALL WATER MAIN TO CBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER 489 OF THE FLORIDA STATUTES. DISINFECTING SHALL BE IN ACCORDANCE WITH AWWA C651 AND/OR JEA'S APPLICABLE MANAGEMENT DISTRICT. 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM 9. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER STANDARDS AND SPECIFICATIONS. MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH COUNTY REQUIREMENTS. THIS 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS 34 A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. CITY OF ATLANTIC BEACH PUBLIC WORKS/PUBLIC UTILITIES: (904) 247-5834. TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKEPROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT. 10• WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE UNLESS OTHERWISE 1 A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION 35. TAP INSTALLATIONS REQUIRE 48 HOUR NOTICE AND MUST BE OBSERVED BY DIVISION DIRECTOR STANDARDS. CHRIS WALKER OR INSPECTOR MARK LYON: (904) 247-5834. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY INSURANCE FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE 11. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-pw GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND CITY RIGHT- OF-WAY OR EASEMENT. AND SHALL BE MARKED AS SUCH. DEWATERING OPERATIONS. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION 12. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT' TO THE EPA AND REPAIR. UNTIL FINISHED WORK IS COMPLETE. IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL 13. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM ELIMINATION SYSTEM RULES AND REGULATIONS. "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. SEWER SHALL BE A MINIMUM OF 6 FEET OR IN ACCORDANCE NTH F.D.E.P. REGULATIONS. 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN 14. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 6 FEET FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM 12. "AS-BUILT' DRAWINGS - AS-BUILTS TO THE CITY AND THE ST. JOHNS RIVER WATER HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) WILL BE USED WITH THE FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 AND/OR SWALES FROM SEDIMENTATION DURING CONSTRUCTION WHER 6 FEET OF SEPARATION CURRENT CITY STANDARDS AND SPECIFICATIONS AND S.J.R.W.M.D. REGULATIONS. IT IS THE INCHES. IT IS PREFERABLE ER HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH USING NECESSARY SEDIMENT CONTROL BARRIERS. CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY E POSSIBLE. THE CITY. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR 15. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH SHALL SEED ALL AREAS AND MAINTAIN EROSION CONTROL 13. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION WITH ALL OTHER CONTRACTORS. A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) INCREASE RUNOFF. ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL 14. CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT INCLUDED IN THIS PROJECT, AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND 16• A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 17. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE RECORD FOR REINSTALLATION OF THE MONUMENT. STOPPED AND THE PROPER AUTHORITIES SHALL BE NOTIFIED. WITH THE APPROVAL OF THE 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIESDUVAL COUNTY HEALTH DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT SHALL BE DISPOSED OF OFF-SITE BY THE RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE CONTRACTOR. IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 18. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. RECORD OR AS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. 20. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 19. THE RECORD OR AS-BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL SHALL NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PREPARATION OF THE PAVEMENT SUB-BASE. 21. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JOINTS AT 50 O.C. ON ALL 20. UNLESS OTHERWISE NOTED, ALL WATER MAINS SHALL BE PVC DR18, C-900 AND ALL WATER EXTERIOR SIDEWALKS AND CURBING. MAINS 2" OR SMALLER SHALL BE SCHEDULE 40 PVC AND N.F.S.P.W. RATED. 22. MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE CITY AND TO F.D.O.T. STANDARD INDEX 21. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, 600, LATEST EDITION. BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 23. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD 22. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 INDEXES 11860, 17346, AND 17352. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING COMPANY CONTACT / TELEPHONE # 24. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING METHOD APPROVED BY THE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST WATER SERVICE CITY OF ATLANTIC BEACH 247-5834 CITY. BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 23. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT SEWER SERVICE CITY OF ATLANTIC BEACH 247-5834 25. ALL STORM PIPE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO ELECTRIC SERVICE CITY OF ATLANTIC BEACH 247-5834 SCHEDULE THIS CONFERENCE. 24. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER TELEPHONE BELL SOUTH GENE ROWLAND / 733-6220 AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR CABLE COMCAST CESAR RIVERA / 380-6423 SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. Designed Released For Construction rA jet No.: Drawing T.A.F. Project Connelly & Wicker Inc. 0601-12 Drawn JAX FEDERAL CREDIT UNION o B Consulting Engineers Y B.T.P. GENERAL NOTES � - 801 ATLANTIC BOULEVARD, ATLANTIC BEACH, FL 32233 �, Scale1 1 YJ Checked This Drawing is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Suite 500 T.A.F. and is not to be reproduced or copied in whole or in Jacksonville, Florida 32246 NOT TO SCALE O.C. part. It is not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 Is to be returned on request. C.A. No.: 3650 1 9/5/06 COAG REVIEW COMMENTS TIMOTHY A. FOCHT, P.E.S.V.M. PREPARED FOR: DESIGN BUILD CONCEPTS, INC. No. Date Revision ByFL P.E. �NO. 60810 TEMBER 5, 200 Sheet of "d a � GENERAL SITE NOTES rUy C � '15r CL V 1, SITE INFORMATION HAS BEEN TAKEN FROM A SURVEY FURNISHED BY THE OWNER FROM BOATWRIGHT AND DURDEN LAND SURVEYORS DATED 3/13/06 c 00 2. SEE THE CIVIL DRAWINGS FOR SITE LAYOUT, GRADING, DRAINAGE, EROSION CONTROL, UTILITIES, RIGHT OF WAY AND ADDITIONAL SITE DETAILS. ch 3, NO WORK IS INCLUDED OUTSIDE OF THE PROPERTY LINE EXCEPT WHERE NOTED, NEW LANDSCAPE AREA ) 3 N 4. LANDSCAPING CONTRACTOR TO PROVIDE LANDSCAPE LAYOUT FOR OWNER AND ULTIMATELY TO CITY FOR APPROVAL AS PART OF THEIR BID. 5. A GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS SITE, BY THE OWNER'S II NEW LANDSCAPE AR GEOTECH ENGINEER, UNITED CONSULTING DATED 3-16-06, REFER TO SPECIFICATIONS II = L -I. . ; ° FOR DETAILED INFORMATION REGARDING THIS SITE. DROP INLET 4 II DROP INE G d ° SEE CIVIL DWGS ❑ �, SEE CIVIL DW v 6. DO NOT DIG UNTIL ALL UTILITIES ON SITE TRASH CAN ENCLOSURE II � u Y II . HAVE BEEN IDENTIFIED, VERIFIED AND WELL FLAGGED. °d° a4 d ° I SEE CIVIL DRAWINGS FOR ADD'NL INFO. 7, ALL UTILITIES SHOWN ON THIS SITE PLAN ARE EXISTING CONDITIONS AS DOCUMENTED BY a❑2 I'—"IlIIlI�III I . , ,III ,61'—>>11 Ioii❑IIII -II( IIII I,I I IIII i II I III(I °° —e ea!on-o—O° O9��°_—°•'❑ee°d°. �1IIIIIII°_e. v v ° -ao 0e e °I ° \d\o•\\ � o a e v a e NEW LANDSCAPE AREA ° .e° 4/• � v+a•,aac `r .. o SURVEYOR AND ARE SHOWN FOR CONCEPTUAL PURPOSES. 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TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE I --- 6 24 �I - A3.5 *--- STUDS. 2 1 �, - __ _�-'z HEIGHT: FULL (REFER TO FLOOR PLAN & WALL SECTIONS)- GYP, - Z -- F.S.O #2 A1.1 F.S.O #1 I A T STOP 4" ABOVE CEILING I ( � � _ -,� BOARD TO BOE 0 O MANAGE 104 103 1 FIRE RATING: NONE \ _ A3.1 O M M SYMBOL: DESCRIPTION: N -J _ ?�" %7 �- I04 A3.5 I I l I J I 3 101 � B / / WALL WITH SOUND ATTENUATION BATTS J �n4'? w LL _SZ ,,43.5 L_J L J A3.5 VES IBULE -z > � j , _I (� — _ - - I - --- - -- - - --- - - - - - - - - -- - -- ---- - --- -- - I --- - -- - - - -- - --� — I U L- — — l L W - uJ J_ ----- - 1 I I � _ {,a, A I Z I � I-A - U - - r - - g TS3.5x3.5X.25 2 I J � U o 3 A3.5 4 U z LJJU W p� Z _ i 1 4 W � J A2.2 A3.5 w W W �- 2 Z L Q A3.1 o g 00 NORTH 2 Q. w PARTIAL - 3 10 1}'-5" 0 Z HEIGHT WALL A1.1 13P_0,. ,-2" 10.-10» 3�_���- - - -- ------ - ----19�-10"--- ---- - ----- 10,_2��--- -- - --- -11„ 1, _2.. LOOR I REFERENCE Q) 0 � -- -- - - -- - - --- - -- - - - --- L� a - _ LL ` - -- 68,-4„- -- A 1 1 SCALE:3/16" n �' - - - - - - -- - --- - - -- - - -- --- - - --- --- - -- - - - - ---- -- -- . 12 11 10 9 7 6 5 4 2 1 \� 2 PARTIAL WALLDETAIL 8 3 co t. n ch . L , . _ Q) a I R o 006 C6 0 �` . a> 0 v c 6 c a 11 55'_-_1 0 ( 21_2 1/2f, 10,_9„ 25'-8 1/2" -- - - - --141-111- -- -- - - 3,-1„ v 0 I / 41, R.O. 6 -0 11'-11 112"N. T O -- c U C) I _ FACE OF u Y j STUD ° - 6'-6-1/2" R.O. 10 1/2" N - I C\��y I N N •0 S„ 61f - - - - - - -� in I - - p in O O -- - N - --- - — -- --- - - - - - M Z FrL- L)LIL Np 4" STEEL BOLLARD --SEE DETAIL 1/CS1.2 � 11'-1 1/2"� ; � r ; NNI I rui 0 K�l-f — — — �✓LLI UN NZ ---1 \ Io WpNL-J N ? o0• D� Q o Z WZ 5'-0 1/2" g' 13'-2 1/2" 101-411 1'-5"I U o Lo RAISED CONCRETE ISLAND -- I Er=�❑� --- - - -- - ,� -- - -- -- - - --1 - - -- -- --- -- --- --- 7-1-- FW-. o ' WITH PREFAB METAL FORMS o ii i o — �\ � 3 -,2 (� = z Q o � SEE DETAIL 1/CS1.2 �, LL=J''� I a' �. I 'i' \ W ^ g o Q ~ `- LER LINE N o N I � 1 N � WLCONTRACTOR ' Q ` � I 3 112" oo + .J 1 6 1 0 �I 3 11211 ALIGN - I --�- ---- ----- ----- - -- O f' 01,0 i > --- - - --- --- T i MILLWORK BY --' O - Q E. `o -��� r`' L-- --_J IW CONTRACTOR r- � I `n I — ---- ------ - o-- - - - - - - - - -- - -- -- --- - --- ---- - - - -- -- - -- - - - - -- - - - - REMOTE - �� o I o o �� _I � �\ UNIT (TYP.) �---1 � CN �I ^v vv;,,j// o I - - - - - - - - - I z � < a r-i Qf o I --- - - — - --- \v/ N CD MILLWORK BY - -� o IW CONTRACTOR i 400 �Lo 1//;�' I ('14 �_4 I uu orNvv - - -- -- - --- -- - - -- - - —- Z .- - c c w o 11_31, Fr---I I = _ o Z v y u � II Inl M ,, I `n Q Z � yvtc I I i I I � v+ 9'-0" 4>I 0» 9'-0" \ LL_J I 8f 711 i � O . Q r 0� -- i LL r T rte-• \J N — - - - --- ---- -- -- ------ -- - - -- - L NORTH I CONCRETE - - --- --- ---- �1-1 - -- W = t\ a N o CURB 1 0. Q co ° ° 2 DRIVE THRU PLAN , o 2 I 41-4» , � _ Jaz ° r /1 N 4 O WW 13 O o T U v o ,1 - s — --- --- O li U U . .. n v Al . I / ASPHALT 5 CONC. L — _ o v a� oc •- - AL 1 E---- - ---- ---------- I Q N n - a o a V PAVING I N I r t a, CL STATION -- -- a a C o r BY IW CONTRACTOR l o ° --- I 13'-3 1/2"— -- - - -- ---1�'-7-1/2�f-- - - �' 12'-8 1/2" - --- I `" ° ° � � � 8 1 2" `� O M / - - - - - - - - - - - -- - --- -- I - -- - - - - ` -- - LL. U LL CD 22'-0 1/2" R.O. -- - - -- - I �. L ---- ----- -- - - - - ---- - - -- --- - Q -- _- -- --- - -- -- �`--� 11.1 m U. U a U E.j. I I _ z z / \ v Q I I NOTE: — — — — — — — DIMENSIONS ARE TO FACE OF STUD. 2'-5 1/2" '-5 1/2" 12'-6 /2" R.O. - - -FACE OF -- CONCRETE AT VAULT w Q t STUD Z Q o � m FACE OF // „------ ---- - ------ ---- ---- - ------ .q - - -- ----- - - - -- - - - -- - - --i g' "— - Q - --- 14 -4 22 -5 19 -1 Z W STUD 3 - - L----- - --- -- -- 3„ W Z Q 1 f1 1 If 1 /1 ) 11 ) 11 1- 11 1 ff II I 11 r 13 -0 -2 10-10 I I 3 -1 19 -10 10- 2_ 3 -11 1 -2 LL o ---- -- -- - - ---- - - - -- - --- - --- ---- - ---- -- - - -- -- -- -- -- - --- t -- -- -- - - - - - - - c � Q co 68'-4" o U ° Z 12 11 10 9 7 6 5 4 b2 1 o 8 3 s LL NORTH FLOOR PLAN DIMENSION SCALE:3/16"\ N N v Cfl � V1 4 M - c Q) o '� _c . v rn o IDVO o � 0 v Ss C o C Q C N_ C O v D ---- C B 8'_0" 1 B 8,-0„ B 8,_6„ �C � o CEILING TYPE U ] ut TYPE DESCRIPTION - / 0„ B 9'-6" A GYP. BD. (D , B 2' x 2' A.C.T. -- o (O C NOT USED D EIFS, ATTACHED TO BOTTOM OF STRUCTURE - ALL EIFS SOFFIT SURFACES TO BE: NATURAL -' - -- z WHITE #103 SANDPEBBLE TEXTURE AS MANUF. B 8'-0" %:' BY DRYVIT. - H - I L 11 z -- - -- - W o B9' 0" { - LL1 0 F_ Co C14 0 -- - O O O O O O 0 V) o Ly Cn -- -- - -- B 97 _7 - A 8,_0, - - - - - SOFFIT = Z N -- VENT Z o 0 -- -- -- - -- - - - - - ----- ----- ---- o TYP. U N W o EJo o N- A 7 -1 - - - -- - --- - - -- - W w U Z - - - - ----- O O O O O 0 Q o B g' L1 F- -0„ L S� € F \ \\ l f• 3 0 ...� -- __- A3.1 SOFFIT - - - ] A 8'-0' LANE VENT ___-_ O O O O w /--INDICATOR -- TYP. track heads I - --- zw_n- 6 total LCD SCREENc - —- BY OWNER2® O OO A3.4 ] D A3.4 A VARIES o V) RCP LEGEND CENTER -- -- ----- -- --- -- ovER O O O O O DRIVE LANE 2'x4' LIGHT FIXTURE EIFS --- ❑ 0OIN A 9'70' � Q OAC i „ 4-9 -�_ N JOINT COU - ------ - -- ,, -- - - - - -- - ----- - O W •a ¢ TYP. �,. --- _1.2 Z r " o — _ °v :m - - ''- ------ - - O O - - - - - - - - -- - - -- ; y n O v C RECESSED LIGHT (� 0 Q Z 0 ------- --- LL TRACK LIGHT - --EQ. - -EQ. ® �� U n a-t D O m a o W t N 0 6 J -- � -o o'3 o '0- CO O B 8' 0" A 8'-0» � ,, Og'-10" - O CO 0000v - - - - - - -- -- - - A 9' 1 " Q HVAC SUPPLY ---- - - --- - - - - -- - I - -- -- _ J Z °, O O O O ---- - ° W o O CL o a ; - U tr U U (A CL-- - - - - ------ - - -- - I -- - - - a L o 00. 0 nV HVAC RETURN 0" CANOPY - _ -- ' =� ' . - 20 w LIGHT TYP. - - -- O w O 2'x2' CEILING GRID � 1' -- - - - ---- -- - --- - -- --- - - - - - -- ---- - - -- - - A3.1 o -- M LL N --- W J SOUND ATENUATION BATT ID - F U. V - 3 2'x2' ACCESS PANEL (TYP.) 8 9'-6" IB 10'-0" �' PAINT TO MATCH SOFFIT ---- � mEIFS COORDINATE LOCATIONIDn/ U WITH EQUIPMENT SUPPLIER O LL = Q 2 —J Z V o A3.1 < J Z CL ()� m (D Q W U Z J Q z NORTH M g REELECTED CEILING PLAID o W � � Al SCALE:3/16" Q v ao u W W U- Z n a) —C N (y) : . cn r 'N06 o M a= � co ot • v N 0 a� 0 v c o •� c CL ^ c >_ c G > o V v , o � c ^•- METAL ROOF U G� GUTTER SUPPORT STRAPS r �c �o U GIRTH STRAP SIZE UP TO 15" 1/8" X 1" 15" TO 20" 3/16" X 1" y 20" TO 24" 1/4 X 1 112" CN o , w L o Ln CIO r� FLASHING \ "---TAPERED INSULATION F ----FASTENER U) i F— F- W o ' U -- ---- -- ----- - -- - - - -- - - - ----- - - --- --- - - - - - - - - O o ( 45 MIL. EPDM SINGLE-PLY ROOFING o I 1/16" X 1" GALV. STEEL —i i" _ „ Ln00--- ROOF COLOR: WHITE 0 Z o GUTTER SPACER 36 O.C. DRAIN MECHANICALY FASTENED p SLOPE ON R-15 MIN. RIGID INSULATION C) o1LDON METAL DECK m z X i oQ OFD Z � � ``M o 8 U � -- - 4W A 3.5 _ M F- 0 C114 Li SIM. w SLOPE z oo w U z - - � Lo g o --- -- ---- ----t -- - GALV. STEEL GUTTER 00 CL LL 17 -- --- - -- N GALV. STEEL GUTTER STRAP - 36" O.C. --- - -- -- -- - - --- -- - - -- - - - - - --- - - --- - - - ----- W/2 SCREWS INTO WOOD BLOCKING �� 6'x6" GUTTER �_i4"x4" DOWNSPOUT LLJ r3 Ln CL A3.1 OFD N LLJ 2 GU TTER DETAIL o "LOPE SCALE:NONE 4"x4" DOWNSPOUT _- SLOPE SLOPE A 1 . � �` �, E ROOF / DRAIN 2 N � METAL ROOF \ - 4"x4" DOWNSPOUT w � 5 d o o A3.4 In CL 6'x6" GUTTER N L u t ; i� W t'� O j - --- -- - F o v, °U SLOPE - - -------- --- - Z -- -- V F Q 0 ' `--PROVIDE ADDITIONAL i' Q Z s 0 � p SLOP � LAYER OF EPDM AT c o�, o LILJ - )v yo � cl-o f DOWNSPOUT TYP (24" SQ. MIN.) _ - - E LL U �� a � SLOPE W = y N a NO, E - - 1'-4» (n 0. DC , c o LL J/. O. � o ooh 2 \ Q o 0 p DOME - SLOTTED - A1.4 ROOF !" - TAPERED INSULATION - -�- J Q Z c o o 4 ROOF DRAIN AT 1/4 PER FOOT o LLJ p O a ; $ 3 TO PREVENT CLAMPING RING DRAIN 3/ / } o V V � 0.� c LAP SEALANT - CLOGGING 1 A1.4 a r o WATER CUTOFF SEALANT A3 2 SLOPE o �- a� o �, - ROOF OPENING IN o SINGLE-PLY \ MEMBRANE FLASHING TAPERED INSULATION 2 - -�, STANDING SEAM - �� DRAIN S OPE GRAVEL-STOP MEMBRANE PER MANUFACTURER LAP JOINTS @ _ - - _� 2 1 , / A3.2 1 10' O.C. (TYP.) LOPE A3.3 OFD 1 -- ' � - » » �.3 OFD 4 x4 DOWNSPOUT w 1 w , VL.Li ) � � 0 _ ate. i� I M ROOF DECK -- ROOF DECK --- J -- -- ----- -- ---- - - - - - - -- ---- - - - - -- - -- - - -- - - ! - -- - --- - - -- -- - - ---- - - - - - - -`,\ -- o N i 0 LL % I D M 4" PVC OVERFLOW DRAIN UNDER DECK CLAMP --- - -- - - -- - - t- - - ---- - -- -- - --- --- --- - - -0 _j -- -- - - - - - -- - -- - --- - - I - - --- - - --- -- - -- - -- SEE PLUMBING DWGS ---- W FOR BELOW ROOF ` - - -- ------ -- -- LL W V PIPING SLOPE A3.3 A3 3 METAL ROOF Z Q > -OPENI G IN z GRAVE -STOP OFD = OVERFLOW DRAIN m Q WU 3 DRAIN DETAIL 2 Z Al . SCALE:NONE 10" 1 -5" A3.1 M g -- ---- - -3=�--------- -2 - 10-10 — 3-1 - 19 -10 - - 10-2 - 3 -11 1 -2 Z LL co a a LL N D Z12 11 10 9 7 6 5 4 2 1 ° 0 b V -� Ro OE PLAN , .:. . h l j •F{ A 1 .q SCALE:3/16" y „ N u1 0 W 0 v c o • c CL c > o ` v �V T O W_p c v W V U sc Y V P-1 o v P-5 V-2 P-5 Ico [P-1V-2 P-1 r- P-S P-1 RB-4 CORRI OR LOUNGE '�� Z Ih>,kHI o P-5 MEN 124 126 ���� - - - - - - v P-5 V-2 05. _ F12-3-1 m Rb_ P-4 P-4 -1 P-4 � Z P-4 V U Rg_4 TORAGE Z RB- 129 Rg_ Q co p-7 O WOMEN TS- U _ RB- M �- — - - C-1 P-7 Q wNP 7 F_1�2 L I 00 P-7 J _ P-7 C-1 P-7 . . • L P-7 w o P-7 ASH V A L T0 RB- P-7 C-1 P-7 SERVER/E L E C, P-7 m Z � OFFICE C:S C14 119 C O P O p-7 TS_ 12 7 P-7 V-2 P-7 12 8 I Z U 0of EN w RB- P-7 H o N UJ = � Q � B-1 I W.1 P-1 r g o It, -11 c-1 P-1 Pt c-1 P-1 INTERNET CAFE z 0 L 1 I w-1 W A I I I 12 LL /S•D. BOXE)B I I -- t l I RB- 118 1 I w RB- TS 1 CLOS E ----,--I.1~D--N'--ABS-A---- 113 --- II --� — — — --------- ------ 151 I I P-7TS-1 - ... i P.7 I �-- -7 -1P-? ; TS-1 C-1 ji I -7 C-1 7pP NOTES: ms' s .- P-7 WORKRO I 11 P-1 I P-7 E S i 116 — — — -- _—�� — 0 0 -1 #1 ALL DOORS TO BE STAINED, S--1 — — — -------------------- FF ) ALL 1 i I @ALL DOOR AND WINDOW FRAMES TO BE PAINTEDDRIVE-UP TELLS � � � , P-6 #3 PAINT ALL DRYWALL CEILINGS (HORIZ, SURFACES) P-3 ° I 1 - - ----------------� o El P-7 i 3 -- \�- �i� — — — — -- --WAI T fl"�------- #4 PAINT SOFFIT FACIAS IN LOBBY (VERT GYP. BD FACES), P-2 I � �' 1 111 -• c-1 P-1 ; [P-7 C-f P-T \ - I o v N o P-T ( I `;��' A P-' RB-� #5 CENTER TRANSITION STRIPS WITH CENTERLINE OF DOOR FRAMES N t F-7 1 — — — — — — — — ------------- I (!)6 FLOORING IN VESTIBULE TO BE EXPOSED AGGREGATE CONCRETE zs = cpm - - - - - - - - - ------------ - ? 0 O z i� CQn ID O O Q z m c: ,a a �. OFF Nov Q �e, P- 110 V r r m a�o I �I -- w p,3 c o 'I�J Rb- , -� �- p-' �.; p., SYMBOL LEGEND: a a ° � aN DR VE-UP LANE � � 0 B _ w a � �'��� 3 r P-� O j Z O T U 0 75 ; 1 P-1 a V O Q o c ci RB-4 REETE W r 0 aa) a P-7 STORAGE \ 102 P-7 V-2 J-7 10 6 P-' TS-1 \ \ T5-1 W-1 WALL FINISH TS-1 FLOOR TRANSITION P-7 TS- w-1 c-1 P-1 ____ — W-1 C-1 W-1 ORTH, SOUTH, EAST, WEST) I P-t RB-1 • Z F.S.O #2 P-1 F•S,0 #1 l P-1 W-1 RB-1 VINYL WALL BASE �/ ° 10 4 10 3ip-1sc-1 P-t 0 MANAGE Rb-1 D - 10 -1 O M U [� - P . Z N - N M I P-fP-1 C-1 P-f 101 / W0 o P-1 c-1 P-tip-1 P-1 VESTIBULE FLOOR FINISH W U. p., P-1 W-1 C-1 W-1 KEYED NOTES V _ v RB- RB-1 I Q Q _ _ _ - - ----- -------- - - -- --— ----- - ------- W-1 LL m 1..L W v Z � m - - - - - - - - - - - - � WQ v = W � z z � � _ m W � IL z4:� �, r- _ g c 00 0 NORTH a w V N o Z FLOOR PLAN FINISHES d) 0 � s Al . 5 SCALE:3/16" N LO`` cn � r 2 2 00� r z. ,,r O b• ,� rr ,.0 co N a v v c o •� c a V FINISH LEGEND 3 r 11 L — A3.1 MARK MATERIAL REMARKS AA EIFS AMERISTONE #11 "PEARL b'O HAZE" BY DRYVIT Y M K 1 F E 2'-11" TYP. A B EIFS AMERISTONE #20 "MIDNIGHT - ° Y 0 A3.2 2" TYP. AT TOWER --- - - Ac ALUMINUM STOREFRONT CLEAR ANODIZED -c Y U AT TOWER T PARPET OL I 28'-5" A.F.F. AGALVANIZED STEEL CHANNEL 2051 PLEX BLUE I E ALUMINUM COPING NATURAL FINISH c0 > 25 3A A F FT ��____ PAINT, MATCH — — — — — — — — A STEEL DOOR AND FRAME 2 -8 TYP. ADJACENT WALL a. � - - - -- 10" INTERNALLY ILLUMINATED 6" DEEP; COLOR: 2051 PLEX F- o //'--AT D.T. - o AG BOX LETTERS BLUE Z 2 TYP. o N Q --- -1- o- �I INTERNALLY ILLUMINATED 3" DEEP; COLOR: 2415 PLEX O AT D.T. N Q H � T PARAPET A N Q BOX LETTERS RED U 19'-10" A.F.F. T PARPET FIBER CEMENT SIDING MOOREPAINTED10680LOR: BENJAMIN A.F.F. co K� ROOF PANEL PAC CLAD "AWARD BLUE" a" Z W O E Aj L_ T STEEL-- Z T PARAPET : : 15-6 A.F.F. Q 14'-4" A.F.F. I I O OL T STEEL �. — — — — . . CN W CN T _ 12'-0 1/2" A.F.F. I_ '. . / r 00N AK -- Q T BEAM D . �r. 9'-8 A.F.F. m W/ `, .. Z N : . to Z H � oo I. V W CN H o N � . , . _ � aDo EIFS „V„ �C : . W o t : - GROOVE o Q : .I. L_ i T FIN. FLR. 0'-0" N' .. .. I B L 4 A4 WEST ELEVATION A2. 1 SCALE:3/16" = 1 '-0" . v 1 6 (7) C 10 T PARAPET 28'-5" A.F.F. T PARPET °' N O y 25-3 A.F.F. � t 3 T STEEL — — — — — ALUM COPING TO MATCH IA " �- d c c — — — T STEEL BUILDING. Z w U 24'-4" A.F.F. 24 -0 A.F.F. v oo U C C � 41 O,3 t� Z -!2 '� O y L T PARAPET � � Z O Q O 19'-10" A.F.F. y c o N ,rnV aNi N Cl L > L) ID;?: eoL o Q K T PARPET E T - PARPET INTERNALLY ILLUMINATED BOX W 0 L c N a o Q T STEEL — E 16'-2" A,F.F. Q 19'-110" A.F.F. SIGN BOTH SIDES v, IM 3 p 1O �r p x LLi. � c y ` =.T 18'-2" A.F.F. — T STEEL T - PARAPET : I'. V �[ D I N W Q 0. Z c T PARAPET — E 16 6 A.F.F. �. 14 -6 A.F.F. — ': T STEEL - - 0 W 0 O o o o; 14 -4 A.F.F. _ T , STEEL — 15-6 A.F.F. co a w U U y `- 15-3 A.F.F. V v Xo LED MESSAGE SIGN; BOTH SIDES = o a` vAk T STEEL — C D R A T E " XI X MESSAGE TO REMAIN CONSTANT ° a a 13'-7 112" A.F.F. -- — —. / „ — -} T STEEL FOR 24 HR. PERIOD 12'-0A.F.F. HAPPY B - DAY SAM T BEAM OL log 91-81, AFF 1_ " EIFS ONDBL WYTHE8" CMU z :I CONSTRUCTION.AD LL Q O M :. E I M : .. .. EIFS „V„ W GROOVE 71.� -L �.�. : T FIN. FLR. Q Q IL L p'-p" W N m a LLI 03o LP&A-0—N 0 o Z 0 :5 2 � = H A3.1 Q > 2 N ORTH ELEVATION 3 M ONUMENT SIGN ELEVATION Z w m Q w A2. SCALE.3/16 1 A2. 1 SCALE.1/2" - 1' 0" n/ Z LML Q W W H � � Q Z O o ~ WU Q W z ISL t W . toN JA FEDER4 0 0 N 1 M a°�i w- � o � r . (� 0 ✓ -4 a v v c c .a N c > o O v FINISH LEGEND X MARK MATERIAL REMARKS C V AA EIFS „AMERISTONE #11 "PEARL s Y U AB EIFS AMERISTONE #20 "MIDNIGHTSTORM" BY DRYVIT ' o (o v c � v C ALUMINUM STOREFRONT CLEAR ANODIZED o co 2 AD GALVANIZED STEEL CHANNEL 2051 PLEX BLUE A3.1 SEE DETAIL 4/A2.2 FOR 12 11 6 1 CHANNEL LETTER AE ALUMINUM COPING NATURAL FINISH O DIMENSIONS O PAINT, MATCH �F STEEL DOOR AND FRAME ADJACENT WALL U / T PARPET INTERNALLY ILLUMINATED 6" DEEP; COLOR: 2051 PLEX A zf r � BOX LETTERS BLUE 28 -5 A.F.F. INTERNALLY ILLUMINATED 3" DEEP; COLOR: 2415 PLEX a' z 1 BOX LETTERS RED w O PAINTED; COLOR: BENJAMIN U f FIBER CEMENT SIDING MOORE 1068 Z ZL 0 �K ROOF PANEL PAC CLAD "AWARD BLUE" V w CNO w i o N E 4 � a � _jZ o 00 Q 3 A3.3 — \ A3.3 T STOREFRONT D • N o T PARAPET _ — 19'-9" A.F.F. m w W Z *T-10" A.F.F. \ — - - _ - - — Z H � � o I o �n 04 w 04 Lu T STEEL — — _ K _ — Z N 15'-6" A.F.F. w U Z00 C� Q ego L Q M Q - — — — — 141-711 0. T BEAM T BEAM 9'-8 A.F.F. 9'-8' A.F.F. "-" O ► L�� D D AB e I Ac i T FIN. FLR. 0 -O CREDIT UNION EIFS "V" LOGO TO MATCH CORPORATE STANDARD. SEE FINISH LEGEND THIS SHEET FOR LETTER GROOVE DEPTHS AND COLORS SOUTH ELEVATION - - 0 A 2. SCALE:3/16" = 1 —0" r*04 WALL S DETAIL N \,,. SCALE:1/2" 1'-0" NoA2L 0. co y 3 a W °' `- O H viNo U Z ° . U C c � SEE DETAIL 4/A2.2 FOR p ` ° ° $ - gym CHANNEL LETTER O Z t a A 2" TYP. E F K M N Q Z - 4)_0 2 DIMENSIONS ------�, 2' 11 TYP. � J O � o � °•° - __- va',V s T 8'-8 lL �- „ .. a,,.. - - . .. ---- U � - L N ` T PARAPET A� " LL ° a N 28 -5 A.F.F. EQ. E0. ? E0. CO a � a ' ° - c on CL 03:3 o ° N II T PARPET -- --- -- -------- - -- - - - - - - ---- - w a 11.— � °a 25'-3A.F.F. a W p 0 °U r0 .�`D n u e oCUU W0 cl: —+. o Nao - v -- — �- —� ----- - -- d t `O y 0 \ O F- a� O to— CD G 3 ! - �- A3.1 N N o � - - E QLLJ TSTOREFRONT i T PARPET 19'-9 A.F.F. 19'-10" A.F.F. w z ' T STEEL,�, r3 O K 18'-2" A.F.F. A2.2 ! O I ct> •� I z M o A LL N T PARPET `� - - - M 14'-6" A.F.F. W _j N F— IS-1 E:l 1/2 A.F. . v. � 0 < W T BEAM UJ T9'-8" A.F.F. � � n/ ~V O LLLL.• Z AD I U I g I I �Ac Ac < ci Q �-- FI- F I I N. L R . t I 1 N! I I , < Lu------------- I T FIN. FLR. F= CN m g c/)oll W Q z U. EIFS "V" c O_ co 2 GROOVE A Q H A3.3 Q 2 EAST ELEVATION 3 EIFS DETAIL w z _ SCALE:1/2" = 1'-0" r w A2. SCALE:3/16>> — 1 —0 A2. j 1,41,�.�_�'""._,' .Y1w'iG x'• oo V V v v c6 ,^ .` CL t ` V 12in11 4 6 1 in 2 A3.3 C) 1 40 r X 0 CID lev�---- I T STEEL U 1 ' T24'—O EEL" A.F.F. 24—5 A.F.F. I I I 6 C0 A3.2 I 2 i i I I � �, I CID '> (------------ -- 1 A3.2 O I-- I OL T/STEEL 15'-6" A.F.F. STEEL 15'-3" A.F.F. I I ICL I i ' T STEELgk Lij OZ I ,k T/ STEELI i13'-3" A.F.F.T U T12'-6" A.F.F.i I i i • BOT. STEEL ' ' I TEFL I I z � I IT ii I 12 —10 A. .F. I I O 10'-6" A.F.F. I I I ' I I O ' ' I I � W o rN I I I I I I � • ~ •r I I 1 I I I V o m W z D 84 F 0 0 0 WxIIIrLO o � N Wz Z� I I I I I I Lo � CL 'Y' w..r LL BUILDING SECTION A3. 1 SCALE:3/16" 0 V) °1 v .0 ""OL . W r C O ►4,. H vi'an z o , �j CcCD C y C j:5 m p z i Cl. Uuj m Q Z �L C A 4 F K M c LL v `J Y J O LL < rnVyNpa > ��-. Q�li O0 . � _ � vm ° ago LU :S'�'v ' R // I.L 0 0)7 C O CD /� C N L. Or-.T Q _ W VJ Q� � °C J Q Z C o.�r�. o CN W in O ° �unc°i3 1 3 W U U 4) 0. CL �, nom._ v o a 0 s . ° - a� 0 f- 0 NS 5 2 4 I A3.4 T -00 — 4'—9" 7 10 I� • • z I j 6'-1 1/2" 0 A3.4 A3.4 I I Z M I ' LLCN ' / N M LLLUU F4 lz/ I m PLL I I .--- I I I ' U I N CN Ioil I o A J I N I pLn I U I c� `n T z �/ W f-- I 1 T- O L.L zz I— I I W Q 0 U. � z v W �. . � C14 . 10'-2 1121P � I V) 2 BUILDING SECTION SCALE:3/16 A3. � 3 BUILDING SECTION = r.a, ■ �, "illIll/ SCALE:3/16" = 1'-0" .� U F�. 1 �� 0 Q #15 FELT a ,—- METAL COPING WITH CONT. CLEAT IN FRONT AND MIN. 112" NEOPRENE GASKETED FASTENERS IN THE REAR 12 AT 24" O.C. Tc 11 1x1 BLOCKING - - i N -- 1/2" EXTERIOR o GRADE PLYWOOD Q P.T. 2x4 - P,T. 2x6 , a 3 Y ° �.2 ( I 1 112" EIFS- - C ^ (n ' O W j O N Ak T PARAPET SINGLE-PLY ROOFING 19'-10" A.F.F. 1/2" DENS- i i GLASS GOLD - Z = 112" EXTERIOR --- GRADE PLYWOOD U 6" METAL STUDS �-- 1 1/2" EIFS _ - SINGLE-PLY ROOFING Z " - - SINGLE-PLY ROOFING --- , RIGID INSULATION w U 5/8 DENS GLAS GOLD 3 COPING D • STEEL JOIST, zcl) RIGID INSULATION SEE STIR. A3 SCALE:1 1/2 = l'-O" a 6" METAL STUDS - STEEL JOIST, - 10 U CN SEE STR. H o N ---- FLASHING J Z 00 r3 _ W • 0 ----GUTTER A3.2 m w N o T STEEL SIM�Lj . Z T STEEL BM. Z 15 -6 A.F.F. N TS, SEE STIR. o n n 15'-3" A.F.F. __ __ U w r� � N ii V I -- 4 METAL STUDS � F_Lu Z N SINGLE-PLY ROOFING T PARAPET � U co � --SINGLE-PLY ROOFING INSULATION - i _ i 14 4 A.F.F. � ego RIGIDi Q Q - 1/2" EXTERIOR ;-- STEEL JOIST, LIT, GRADE PLYWOOD SEE STIR. A - BEAM, SEE STR. J� BEAM, SEE STR. ---INSULATION .... -/ RIGID INSULATION uj T STEEL BM. 12'-6" A.F.F. T STEEL � 12'-0 112" A.F. . SINGLE-PLY ROOFINGBEAM, SEE STIR. -- � ..x CHANNEL, SEE STIR. ux� �� --BEAM, SEE STIR. RIGID INSULATION W TAPERED ' INSULATION � " STEEL JOIST, ' 1 SEE STIR.—OL T CHANNEL 9'-8" A.F.F. � -VAULT ROOF SEE STIR. � >< a } N CHANNEL, SEE STIR. \ x I A.C.T. - 1 1/2" EIFS „ 1 1/2" EIFS--- ,- �r W o -,)U ---- 1 2" DENS-CLAS GOLD A.C.T. Z 11<< / ` ` moo ' �� v E:m ON 7/8" METAL FURRING �� - �� O Q u STRIPS 112" DENS w GLASS GOLD �� O O c ° " o LL � +L a�o :! WO �t SEALANT ] � O m a o LU a/ w�N N L �" � C O O N 6" METAL STUDS - - EIFS COLUMN , x a 5/8" GYP. BD. W a. j �8 0o_ � _ J Q Z c o o � WRAP BEYOND o T aoINSULATION VAULT WALL o � a SEE STIR. a o 086 a EIFS 1/2" 3 1/2" DENS- : :" _ GLASS GOLD BOLLARD O '� 5/8" GYP. BD. - . ?< ' —6" METAL STUDS Z M ON 7/8" METAL N FURRING STRIPS � 04 >--_'fi M TRAFFIC AT 24 O.C. a �,I -- INSULATION WLL ISLAND CONT.SEALANT W Z BACKER ROD - n D w > x �j W - CONCRETE CONCRETE - H '_� O z PAVING CURB VAULT FLOOR -- " x Q � J SEE STIR. ; H EIFS DRIP Q � -CONCRETE EIFS DRIP PAVING S a L _1 fir\ �. --->� VLjL O C M Q co) � ' t WALL SECTION 2 WALL SECTION t ,:k A3. SCALE:3/4" - 1,-O" A3. SCALE:3/4' _ 1 �_C , 4 WALL SECTION cyi v) x pto t I `/ O AJ. SCALE:3/4" - 1'-0" NA'- ` M lob _0 t • v U) 0 v c o J - - SINGLE-PLY ROOFING I T PARAPET a r I � 28'-3" A.F.F. T" RIGID INSULATION ON METAL DECK T / STEEL ` SINGLE-PLY ROOFING 25-3 A.F.F. - � � STEEL JOIST, SEE STR. N \ RIGID INSULATION 0 u" sF I o L STEEL JOIST, SEE STR. T STEEL 24'-0" A.F.F. T STEELgk 24'-4 A.F.F.T (� Y U -BEAM, SEE STR. o a - 6" METAL STUDS o � BEAM, SEE STR. x x x j T PARAPET xx x --- R-19 BATT INSULATION 14'-6" A.F.F. 6" METAL STUDS "�,� Z 1 112" EIFS ON R-19 BATT INSULATION - - 1/2" DENS-GLASS GOLD SHEATHING PROVIDE 1" VENT WITH SCREEN �— 1 IF _ _ 2'2DENS�DENS-GLASS AT EVERY 4TH STUD SPACE z 1/2"12 "f T CEILING FLASHING L.LJ O GOLD SHEATHING - �\ xk TURN ROOFING U �� T 2l'-0 A.F,F. UP PARAPET ,�- � � • __ P.T. 2x8 WITH RIPPED EDGE T PARAPET z co -- P.T. 2x6 SINGLE-PLY ROOFING - ___ _ 14-6" A,F.F. O A.C.T. RIGID INSULATION �� P.T. 2x4 CONT. --- - w 0 H o CN 1 1/2" VENT CONT. _ Z 00 STEEL JOIST, A _ - - - STANDING SEAM ROOF B� �ALd LT WINDOW SEE STR. ` W/ BUG SCREEN — 19 -9 A.F.F. ON #15 FELT ON 3/4 o �+ + + EXTERIOR GRADE PLYWOOD P.T. 2x4 W/ 2" GAP m w W ,� TS, SEE STIR. + + +, AT EACH END w m I - I -- P.T. 2x4 BLOCKING TURN ROOFING - ---- -- ----- . x �-- x_ x H X) X x PROVIDE BRIDGING A- 5/8" GYP. BD. - SEALANT __________________________________ W EDGE RIPPED w x� . AS REQUIRED, SEE �� BETWEEN METAL STUDS UP PARAPET P.T. 2x8 WITH RIPPED EDGE (� �= z �� STR. - _ 00 - i SINGLE-PLY ROOFING SEALANT X _ W V z � ----FLASHING RIGID INSULATION �' ---TURN ROOFING UP -A.C.T, i , � -----TURN EIFS FINISH WALL 6" MIN. 1x II + + UP FASCIA AND COVER STEEL JOIST, STANDING SEAM ROOF WITH FLASHING SEE STR. IM i ++ � +�� � ON #15 FELT ON 3/4" �J 1 — YXL ++ �, BEAM _ x BOTT. SOFFIT EXTERIOR GRADE PLYWOOD EIFS DRIP �� BEYOND ll'-O" A.F.F. -- --- P.T. 2x4 .BLOCKING --- BEAM, SINGLE-PLY ROOFING -- :� �` ;� EIFS DRIP W EDGE RIPPED h - - ,� SEE STR. -- _ BETWEEN METAL STUDS .3 . , -2 CONT. SOFFIT LOOKOUT, RIGID INSULATION � �, �' KAWNEER IR 501 .� STOREFRONT - VENT WITH SCREEN - ON METAL DECK `�-� SEE STR. - r FLASHING STEEL JOIST, - � "" SYSTEM 1 1/2" EIFS - TURN EIFS FINISH TS W/ CONT. L -_ i SEE STR. UP FASCIA AND COVER -�r x x x SEE STR. ++ WITH FLASHING , 1/2 DENS-GLASS GOLD � x x x SEALANT A.C.T. r BOTT. SOFFIT OIL --FLASHING j 11 -0 A.F.F. �� --- 3 EIFS � T STEEL 5/8" GYP, BD. ON------- --- N--- } / EIFS DRIP 12 -9 A.F.F. -- TURN ROOFING UP 6" METAL STUDS ` " �"� ' WALL 6" MIN. / {� � 1 1/2 EIFS 2" CONT. SOFFIT - VENT WITH SCREEN INSULATION -� -�� - 1 1/2" EIFS ON 1 1/2" EIFS 1/2" DENS-GLASS `--A.C.T. o N GOLD SHEATHING BRACING, 1/2" DENS-GLASS GOLD �� ---TAPERED RIGID INSULATION SEE STR. INSULATION y o N SEALANT - ON 3/4" PLYWOOD DECK �LJ 3 / - TOWER WALL — — W V SINGLE P Y ROOFING H L G „ 0 BEYOND 5/8 GYP. BD. ON- Z -� SILL 6" METAL STUDS 1 1/2" EIFS Z p :3E O �, GRAVEL STOP � � „ �;„ Til'-o" A.F.F. ;� Q Z i P.T. 2x4 TS SEE STR. - - --- O J O v o A.C.T. 1 LL Q ~ m U_c 'd >0 P.T. 2x6 " p O ? ; o , t LJ.I �m ago X r�g N i T HANN L d BEAM MADE OF C E C %0- BOX N 2 10" METAL ST 9 -8" A.F.F. ' KAWNEER IR 501 ! w n- j �a c a O UDS STOREFRONT o W p O a or T` AND (2) 6" RUNNERS ` SYSTEM -- TOWER WALL a # -- BEYOND Q U U o a c 5/8 GYP. BD. - - _ CL O C U o a C °' c ' 5/8" GYP. BD. - CHANNEL, SEE STR. F- a ° N (2) P.T.2x6 - 1/2 JOINT Wl--- j SEALANT TS, SEE STR, Xx. 1 1/2" EIFS ON 1/2" DENS-GLASS �' • SEALANT � GOLD SHEATHING ON 6" STUDS, SEE ' STR. FOR STUDS INFORMATION 0 ZM - SEALANT T> - TURN EIFS FINISH U N M DOWN SLAB EDGE W J " LL LL a a a " w GRADELL m 0 TURN EIFS FINISH DOWN SLAB EDGELu m z cl) M g n Z W Q 4 F- c �,� U co ('0003 WALL SECTIONw A 3. 3 SCALE:3/4" — 1 '—T `GRADE � W a J Z L N SEE STR. FOR THRESHOLD `U SLAB INFORMATION i r. i )•. ) Y )C-1" ), i � i�c Y ) > > i � f ) 1 )C- lel 1C i r, Y )tom 1 dIZI � -� �L �—`� > rto in 2 WALL SECTION WALL SECTION WALL SECTIONco SCALE.3/4> V-0" ■ L�, SCALE:3/4" - 1 '-0" SCALE:3/4" - 1'-0" A3` A3. A3. 3 - o a SINGLE-PLY ROOFING } o CL RIGID INSLUATION 1/2" PLYWOOD ( X / H ;,--METAL DECK 1 1/2" EIFS 1/2" DENS-GLASS GOLD - N 6" METAL STUDS = COLUMN, SEE STR. T -- 5/8" GYP. BD-_' SEALANT - ---- n E, -INSULATION - P.T. 2x6 BLOCKING Q STEEL JOIST, SEE STR. TURN ROOFING UP PARAPET g �- -PLY ROOFING SINGLE U RIGID INSULATION Y TELL DRIVE-UP WINDOW P•T• 2x6 BLOCKING ;' Ij BY BANK EQUIPMENT SUPPLIER - STEEL JOIST, -- -- --- - - SEE STIR.OL co TOP PARAPET o 10 19'-10A.F.F. ' '---ATTACH RUNNER TO JOIST, SEE STR. � � � z Ko"T PLAN DETAIL � O A3. 4 SCALE-3/4" = 1,-0„ co -- 3 5/8 METAL STUD - ® 24 0.C. MAX (,1J O Z co � o - BRIDGING AS REQ. w M 1/2" DENS-GLASS GOLD -- -- -.- ----- • - J z w --------------- N C) cn uj CD FIBER CEMENT - ----- - _ = w Z X co SIDING Z !F-' Q o 0 r— _- ------ - --- - U c M N FLASHING - r- M � o � N z Z _ Qo0 - BEAM, LL Lo g � � � SEE STR. �'� � Q � Q 1'-0" 5/8" GYP. BD. �_ _ _ * INSULATION - - 1 WALL TOP METAL PAN. �� - LL 13'-4" A.F.F. + +.+ TS, SEE STR. �' \ "�" A3. SCALE:3/4" = 1'-0" STANDING SEAM ROOF - - I+ — F ON #15 FELT ON 3/4" I _ EXTERIOR GRADE PLYWOOD -SINGLE-PLY ROOFING UPRN EIFS FASC A ANNISH D COVER --� -�- 1 -0 —RIGID INSLUATION 5/8" GYP. BD. SOFFIT WITH FLASHING + ON 3 5/8" METAL STUDS p FLASHING WDRIP --- _ METAL DECK - BOTT. SOFFIT AT 24" 0.C. MAX. i ' 11'-O" A.F.F. FIBER-CEMENT SIDING �� 5/8" GYP. BD. ON ON 1/2" DENS-GLASS - 6" METAL STUDS GOLD ON 4" MTL. STUDS EIFS DRIP -SEALANT - SINGLE-PLY ROOFING rt - STEEL JOIST, SEE STR. - RIGID INSLUATION TURN ROOFING - 12 MIN, UP WALL I co METAL DECK - -- - LINE OF GYP. BD. t 3 SOFFIT BEYOND W o U c C� I - ATTACH RUNNER TO - z IA _ , t, - JOIST, SEE STR. " E Zo Z N y 8:1 Z d O N N � W O•y cU0 --BRIDGING AS REQ. O Q O 0 - N V 'o a v� -. L BEAM, SEE STR. w W ��mv Q N E - _ 5/8 DENS—GLASS GOLD -- - W � c N �,•� a 0•v'� c oto ' -3 5/8" METAL STUD t Q a o 0 0 0 © 24" O.C. MAX 1 1/2" EIFS------- -9 —-- - -- _ J Q Z o._ rn c 0 v c 0 ? Lu 0 ua� 3 a OCULI a to ate•- a t ° Q. a� P.T. 2x6 BLOCKING o a i- o 0 KAWNEER IR 501 STOREFRONT �i SYSTEM TOWER WALL / -- - - BEYOND CN SUSPENDED -� 9 1/211 1'-0" O ch CEILING ® ------ -- __ - __ LL N 10' A.F.F. M U_ 5/8" GYP. BD. U EIFS FINISH ON - ---- U 2 WALL SECTION FACE OF TURN- DOWN SLAB ` - � W U A3.4 SCALE:3/4,. _ 1 ,-0,. ���� �_ O � F— GRADE ---, --SEALANT U Q .�] mr 12" CONCRETE - \ --SLAB, SEE STR, J `t VAULT WALL. _ - VAULT DOOR JAMB -- \ U W 1 1/2 EIFS ) \ -: _ w D L ' 1 i 1/2° DENS-GLASS GOLD - ) - �_ 0 'Z 7/S METAL FURRING - STRIPS AT 24 O.C. _ _. 6" METAL STUDS _ " -5/8 GYP. BD Z W W - 5/8 GYP. BD LLNQ 0 �� CN 7/8" METAL FURRING L o c op a Q STRIPS AT 24" O.C. n O w L L _1 17 _r a 6" METAL STUDSC� w W Ae . co 12" CONCRETE VAULT WALL. ; ,-' --- 7/8° METAL FURRING WALL S STRIPS AT 24 O.C. cD M N — Q ,. 3 PLAN DETAIL _ " vc r ---- 5/8 GYP. BD A 3.4 SCALE.3/4 1 0 0 A3.4 SCALE:3/4" = 1' 0" co N 0 12 1 1/2' EIFS 6 C BOLLARD 1/2-" 'J �" 1, 1 SEALANT (TYP.) -----P.T. 2x8 BLOCKING 1 112" EIFS 10 INSULATION 5/8" GYP. BID. 'V Y/x 1/2" PLYWOOD 1/2 DENS- GLASS GOLD 5/8" GYP. BD 3/4" PLYWOOD '�x 1/2" DENS- ---BREAK METAL PAINTED C�4 EIFS GLASS GOLD P.T, 2x6 BLOCKI�G TO MATCH EIFS 6" METAL STUDS 6 1/2" DENS-CLASS GOLD 'T < c 70 X� COLUMN, SEE STIR. 0 f �'x71 7-17 -7 S7~ 77 7_7 S7 7� 17�7 7� 77 77 7� 77 CN 7 ---LINE OF DRIVE- O C 7 P.T. 2x6 BLOCKING - . ;z , I 1/2" DENS-GLASS GOLD 1/2" EXTERIOR co -0 GRADE PLYWOOD THRU ISLAND > I .'"I'�1, (o X/- 6" METAL STUDS 3 5/8" METAL STUDS PH 7 % \X Lo z 1 1/2" EIFS 0 \----COLUMN, SEE STIR. COLUMN, SEE STIR. V V-0 112" 1'-8-1/2" 3j-4" F- SEALANT AND z 4 WALL DETAIL x/ BACKER ROD11 10 Lij 0 SCALE:1" l'-O" % A3. 7 WA LL D ETAIL z • 1/2" PLYWOOD F-- -1x8 PAINTED w SCALE:1 " l '-O" 0 TRIM BOARD P.T. 2x6 BLOCKING CN CN n 3 SEALANT (TYP'.) C) < C) 1114 z m Koo', WALL DETAIL 3/4" PLYWOOD 9 t= 4 2 l'-1 1/2" =D SCALE:1 l'—o e_ • V) A3. M Lu LL) SEALANT m z 04 C) Lo MIA Aj re) N 5O x Cn P.T. 2x6 BLOCKING X Z y co g Ln 5/8" GYP. BD 7 COLUMN, SEE STR. 3 5/8" METAL STUDS 5/8" GYP. BD 17, 112" PLYWOOD INSULATION 3 5/8" METAL STUDS 06 0 INSULATION PLYWOOD 6" METAL STUDS 6" METAL STUDS uj 5/8" GYP. BID SEALANT Lo 6" METAL STUDS 5/8" GYP. BID 5/8" GYP, BID j P.T. 2x6 BLOCKING W/ PLYWOOD FILLER INSULATION RETURN EIFS FINISH ____6" METAL STUDS > PAST WINDOW JAMB ZI P.T. 2x6 BLOCKING V P.T. 2x4 BLOCKING 4U 14 r7- 112" PLYWOOD 77 7� __!7 17 CN SEALANT C14 P.T. 2x6 BLOCKING CN 1 112 EIFS COLUMN, SEE STR. FIBER CEMENT SIDING 5/44 CORNER BOARD (TYP.) FACE OF COLUMN '5 1/2" EXTERIOR 4:; 1/2" DENS—GLASS GOLD 4) 1/2" DENS— (1) GRADE PLYWOOD V-1 112 CLASS GOLD SEALANT 4e--___ SEALANT 0 V) 3'-4.. COLUMN, SEE STR, co -5/4x4 CORNER BOARD _c u FIBER CEMENT SIDING 4),c co -c u w i- d z 0 1/2" DENS—GLASS GOLD E =l:E m z .c z V) Z" 4) - r2 WALL DETAIL SEALANT _j 0 ocrn u p flo > L) o" 5/44 CORNER BOARD 8 WALL DETAIL a 0 m' 0 C:"-0..5 W W No SCALE:1 " l'—O" co 0 Ir '3 A 3. Do"- oc zov < cf) O'D �-.:"0, W Z 010 E_- c- 0 o o— '-c_ W 0 0 0�' ':8 Lb:� > L._t :) ck u 0 w L) L) L_ CL v 11L CL � oy P.T. 2x4 BLOCKING r5 WALL DETAIL SCALE:1" l'-O" 0 OL 5/8" GYP. BID SEALANT \NL J. 6" METAL STUDS /2" EIFS X FACE OF STUD. INSULATION O - Z ()4) V) SEALANT r- 1 112" EIFS 04 LL C4 ce) 1/2" PLYWOOD 3 1/2" 1/2" DENS— P.T. 2x4 BLOCKING 112" DENS—GLASS GOLD GLASS GOLD COLUMN, SEE STIR. FACE OFU _ VAULT WALL 112" PLYWOOD 6" RUNNER — 8" RUNNER BENT "I'll/I"�'\�'L\" > TO FIT AND TRIMMED LL 0 6" METAL STUDS 1. 4 0� 77 Tl 1/211 DENS LL lirr '17 v_'4)' GLASS GOLD INSULATION y P z : 5/8" GYP. BID - 7 7 N P.T. 2x6 F- < BLOCKING F 1 3 5/8" METAL STUDS - -A 6" METAL STUDS -- I — INSULATION SEALANT z > RIP 2x8 i 1 PLYWOOD —COLUMN, SEE STIR. TO FIT �__WRAP WITH W BREAK METAL GYP. BID FACE OF z 6" METAL STUD 5/8 VAULT WALL —7 — 0 < 6" METAL STUDS _j I m w c/) A! 1 -7 GYP. BD LL CD 12" CONCRETE W 00 VAULT WALL. 7/8" METAL FURRING RETURN EIFS FINISH STRIPS AT 24" O.C. z 112" PLYWOOD 1 1/2" EIFS­ PAST WINDOW JAMB All 4� g Z 1 SEALANT 5/8" GYP. BID J K'l 0 WALL D ETAIL (D CL —, (D 112" DENS— SCALE:1" l'—O' P.T. 2x6 BLOCKING P.T. 2x6 BLOCKING A,3. 5 GLASS GOLD P.T. 2x6 BLOCKING O 1 " oo Q) WALL DETAIL WALL D ETAIL v lcow�l L. co SCALE:1" l '—O" WALL DETAIL C) SCALE:1" V-0" A3. �Y\/x v 3. 5 r7 Fn- . 5 A3. SCALE:l" V-0" ob A3. < 0 4'-11 1/2" - - -- - -- -- 112" -o - -10'-8- - - -- --- -- -- i l FINISHED FILLER 2'-7 1/2" 21-0 3 -0 3-0» 1/2 FILLER A4.1- .-- PL WALL a CEILING - -- - -- -- - ---- - -- - 10 0 ADJUSTABLE -- -- -- ----- - -- - - - -- --- - - ` CABINET -- --PL COUNTER TOP & SHELVES (TYP.) `', (TYP.) BACKSPLASH PL-2 11 14 A4.1 A4.1 c > A4.1 v V -_ --__ PLAS LAM C) COVER PLAS LAM "' W W BINET PL-2 11 1 1 COUNTER AND BACKSPLASH --- PL COUNTER AND MIOWAVE `4 BACKSPALSH ---- -- - END - - - - Y r PLAS LAM COUNTERTOP /W SHELF PANEL--- FINISHED "' AND BACKSPLASH _ - --PL BASE 0 FLOOR PL-3 --- -� REFRIG I - ii 1- - r- NIGHT �. � CABINET DEPOSIT -- N INTERMEDIATE - - I (TYP.) .0 > SUPPORT WK %PL- N, Y E "' _ SEE SECTION 5 ON A4.1 Z LY Q ��- 3'-0" 3'-0" 3'_0" FOR CONT. OF CABINETS 0 1 COUP 0 N BOOTH ELEVATION METAL UNDER COUNTER - _ _ EQUIPMENT BY IW - SEE PLAN FOR COUNTERTOP „ CONTRACTOR CONFIGURATION (n A4. 1 SCALE:3/8" - 1 '-0" 2 -0 3 -o -3 -0 1/2 FILLER 15'-8 3/4" co 2._8.. 8'--01/-2"- - - --- - - ---- - - - O 0 DRIVE UP ELEVATION K`4 INTERIOR E z • c/)O r A4. 1 SCALE:3/8" = 1'-0" A4.1 W n F- o N Z " ao 2 KITCHEN ELEVATION CD W u1i FOR SCRIBE TO WALL. Z M 41� 1 n OVER HANG LAMINATE Z Q NOTES: (TYPICAL) U M Ln Ln W X M 11 1. PROVIDE BLOCKING AS REQUIRED. 0 6 N A4.1 2. ALL INTERIOR SURFACES TO 4" = W Z' I"xlu ALUMINUM W U � z BE WHITE MELAMINE. ANGLE CLEAT Q Q t a ADJUSTABLE 3. SEE FINISH PLAN FOR ADDITIONAL 1. SHELVES (TYP.) INFORMATION. 4. SEE ELEVATION FOR ADDITIONAL INFORMATION, 10 10 FINISHED PARTITION --- - -- TOP BE OND PROVIDE - PL WALL ENO PANEL AT HEIGHT CN CABINET ., CHANGE 16 CABINET DETAIL E 3/4 PLYWOOD COUNTER TOP „ (TYP.) - -- WITH PLASTIC LAMINATE TOP -- --- - P. LAM. COUNTER A4. 1 sCALE:3/4 = 1 -o - PL COUNTER AND 3/4" PLYWOOD BACKSPLASH TOP WJ BACK SPLASH BACKSPALSH WITH PLASTIC LAMINATE -- ---�. , 0 3/4" PLYWOOD DOOR WITH PLASTIC - -- PL BASE LAMINATE. PROVIDE CONCEALED -- - i , lq- x//l CABINET HINGES AND BUILDING STANDARD � (TYP.) WIRE PULLS N I"x IN ALUMINUM 'L o CLEAT ANGELS WRAP PIPES TO COMPLY WITH CODE - a►= CODE FOR HANDICAPPED - `\ >> " P. LAM. SUPPORT �- lu SEE ELEVATION ACCESSIBILITY ;. (D w FOR LOCATIONS ALIGN W/„ iv = r TOE KICK ADJACENT r 4 PLASTIC LAMINATE BASE; " ' P. LAM. END PANEL ATTACHED TO DOOR TO SEE ELEVATION INTEGRAL TOE KICK FOR LOCATIONS ATTACHED TO DOOR N L PROVIDE MIN. 3'0" CLEAR PANEL ACESS AT SINK AREA. ---- �" 11-011 su SCHEDULED FLOOR ° FINISHED FLOOR -- --------_ FINISH y t co 5 INTERIOR E , „ TYP. INTERMEDIAT N t U 2 -0 Lu ""t ` O SCALE:3 8" = 1'-0" - - - SUPPORT Z ° o < < 00•- A4. 1 ("075 � o .- ;ym CABINET DETAIL oz =ao0� K07 SECTION AT BASE CABINET (0007 SECTION AT COUNTER TOP SCA E 4" _ '- " Z < u 161- A4. 1 L 3/ 1 0 0 0 y A 1 SCALE:3/4" = 1'-0" A4. 1 SCALE:3/4" = 1'-0" j U -o�, e-n- 4. WITH SINK o 0 = =m0Q�` W W 0C *'�-us K (n CL Y2" FACE OF GYP. BD. o w 0 O 'o v o cU `- GYP.du. PLASTIC LAMINATE ON o F- Oa o ww c PLYWOOD SHELVtS Z P.LAM. ADJUSTABLE SHELVES :r 10 BLOCKING AT Z `O WALL CABINET W/ EACH END (TYP.) n/ O r DOOR. P. LAM. ON ALL Lj� EXPOSED FACES LL O M INTERMEDIATE Z M TOILET ACCESSORIES SUPPORT AT U. cV MID-SPAN 11P REQD.) D M rl7DESCRIPTION 1 REMARKSBLOCKING (TYP.) SECURt TO 2x WALL w A4.1 m NOT USED NOT USED _ � V_j Q TOILET TISSUE BOBRICK o P. LAM COUNTER TOP 21-111 - L B1 DISPENSER B-685 # PLAS LAM COUNTERTOP U. W � 42" HANDICAP BOBRICK # I AND B CKSPLASH Q z C1 " SIMILAR SHELF D GRAB BAR B-6806-42 _ U g D1 C1 � � ----- ❑ D 02 36" HANDICAP BOBRICK # A4% . 1 SCALE:3/4" = 1'-0" J Q GRAB BAR B-6106-36" o C2 61 # � - Q P WALL MIRROR BOBRICK N B-165 3636 ZWALL ANGLE z o0 16 CD O Q v GENERAL NOTES: I I - 0 W Z c) 0 1. NOTE: REFER TO PLUMBING DWGS FOR PLUMBING FIXTURE DRAWER Wi SLIDE A4.1 Q 0 Q TYPES. = EACH SLOE 1 3 O N �' ' '� P.LAM. ADJUSTABLE o o w 2. PROVIDE WOOD BLOCKING @ SUPPORT FOR GRAB BARS. SHELF � : W U o - - - o O co BASE CABINET W/ - - 3. ALL ACCESSORIES LOCATED IN HANDICAP AREAS TO BE 1 611 MOUNTED PER MFR ADA RECOMMENDATIONS. DOOR. P. LAM ON ALL - -- .; ---- " EXPOSED FACES N v, MICRO-WAVE SH F Z ., Z a) 4'-0" rio TOILET ROOM ELEVATION -- --- „ _ 1,-0„ 15 - V -4 - A4. 1 SCALE:3/8 - A4.1 KT2 CASH VAULT ELEVTION CASH VAULT ELEVATIO1� >> SCALE:3 4" - 1 '-0" 14 S H ELF DETAIL 1 T YP CABINET SECTION A4. 1 SCALE.3/4 = 1 -0 A4. 1 „ - � SCALE:3/4" = 1 '-0" A4. 1 SCALE.3/4 - 1 -0 0 A4. 1C6 V r of 0 Q 6' 6" 2» 2„ 2„ 2„ o --- --- -- - -- -- -- --do e2„ EQ. EQ. EQ. EQ. EQ. 2" 2" 2„ EQ r - EQ 2" CL o C� N - ci', DOOR SCHEDULE DOOR � FRAME ELEV. HARDWARE REMARKS VCNNO. SIZE LOCATION MATERIAL FINISH TYPE MATERIAL FINISH PACKAGE o a 101A 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS oO dSTOREFRONT W/ _ 101B 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS CLEARANOD.\ -„ - - ---��--- - - -- - - --- --- - -- - ---- - --- - -- - - -- - --- --- -, - -- - - -- - ---- - - N 101C 3'-0 X 8'-10 PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS FINISH . o - 105 3'-0"x7'-0"x1 3/4" MANAGER SCWD STAIN B HMTL. PAINT a - - -- - - - -- - -- -- --- - -- - -- - ---- 0 V w --- STOREFRONT W/ 106 3'-0"x7'-0"x1 3/4" STORAGE SCWD STAIN B HMTL. PAINT r Y wc� � � � CLEAR ANDD. - - - --- --- ---- --- -- - -- - ----- --- - - - -- - - U `-' FINISH 113 3'-0"x 7'-0"xl 3/4" CLOSET SCWD - STAIN B HMTL. PAINT I 116 3'-0"x7'-O"x1 3/4" WORKROOM SCWD STAIN B HMTL. + PAINT o CO --- -- ---- - C'4 wcii 118 DOOR BY SECURITY E UIPMENT SUPPLIER j o C'4 119 - -3,-0;,x7,-�,rxl 3 4" - - CASH VAULT ---- - - SCWD ---� -- --- -_ ---I - - --- --- -- - - -- -------- --- l / STAIN B HMTL. PAINT 121 3'-0"x7'-0"xl 3/4" CUPON BOOTH SCWD STAIN B HMTL. PAINT � WINDOW TYPE 1 � _ -- -- - w 122 3'-0"x7'-0"x1 3/4" WOMEN'S RR SCWD STAIN B HMTL. PAINT 0 - ---------- - ----- ----- ------ -- - ---- A4. SCALE:3/8 = 1 -0 123 3'-0"x7'-0"x1 3/4" MEN'S SCWD STAIN B HMTL. PAINT U _-- „ r u n 124 3'-0 x7-0 xl 3/4 CORRIDOR HOLLOW METAL PAINT C HMTL. PAINT y PROVIDE VIEW SCOPE F_ - - - - - I - - - - - --- -- --- -- - - - -- - — - - - ----- - -- N 125 3'-0"x7'-0"x1 3/4" CORRIDOR SCWD STAIN ; B HMTL. PAINT LLI O - - -- --- -- --- -- -- -- - ----- - - -- ---- ----- -- ------ - --- -- - - --- - ----- 12,-6„ 126 3'-0"x7'-0"x1 3/4" LOUNGE SCWD STAIN B HMTL. PAINT -- -_--- 40 127 3'-0"x7'-0"x1 3/4" SERVER/ELECTRIC SCWD STAIN B HMTL. PAINT - - 4 WINDOW TYPE4 a 2 2 2 --- - --- - - --- --- ___ - - - - - - - -_ _ --- - - 0 128 3'-0"x7'-0"x1 3/4" OFFICE - ---- SCWD ------ ---STAIN B HMTL. PAINT �..� -- - --- - - - - SCALE:3 8 = 1 -0 ---- -- -- --- --- - - - Lu N "* 2 EQ. EQ. EQ. EQ. „ - --- - - - -- --- - - ------- - --- - -- ----- - -- -- - -- - - - - A 4. 129 3'-O"x7'-0"x1 3/4" STORAGE SCWD STAIN B HMTL. PAINT z o N N i i 00 -- - - -- v 2" TYP. w z ca = TEMPERED GLASS V N w ''nn N V W M w a0 WU Z ,--, I' � r g o cl AS SCHEDULED AS SCHEDULED AS SCHEDULED- D ¢ Q CN STOREFRONT W/ 00 CLEAR ANDD. -- - -- • FINISH l - a °O STOREFRONT W/ Ln CLEAR ANDD. VIEW SCOPE N ----- FINISH o' a Cl w w w J J J d ui Q Q w T w � w IL L I [— I cn (f) (n Q Q 3,-8rr (n CIO a R 41 2" TYP. - -- 5 WINDOW TYP E 5 ci A4. SCALE:3/8" = 1 '-0" c N O 2» 2„ 2» 2» 2» 2rr 2" 2„ y N ci EQ. EQ. EQ. EQ. EQ. EQ. - EQ. w N ---- - N ai r .N. F i STOREFRONT W/ - 3 CL ml CLEAR ANDD. F- C y U FINISH z "c cy u c c _ NOTES: � 0 Cc: ` Evmo m o Z N� 1. ALUMINUM ENTRANCE DOORS AS MANUFACTURED w Q Z 0 " o a BY THE STOREFRONT SUPPLIER o � � •y�LL t y� 2. ALL ALUMINUM WINDOWS TO HAVE FIXED 1" � (~j �� e-a-a � --- STOREFRONT W INSULATED GLAZING LE 40 EXCEPT INTERIOR AND W W -, v N tm O°-N oc EXTERIOR ENTRANCE VESTIBULE DOORS AND U1 N 3 C o a CD CNILL CLEAR ANDD. Q a co o p o ° -- - + SIDELIGHTS. THESE UNITS WILL BE 1/4 W (n o,0 c:'2 a -- FINISH CLEAR GLASS. _ -� Q Z 3 0.2 � T C, 3. THE TRANSITION BETWEEN FLOOR MATERIALS o WOO 3 a IS TO OCCUR AT THE CENTER LINE OF THE DOOR, a U V y o a` 3-3 6 -0 3 -3 a � a, LCL c 4. VERIFY ALL DIMENSIONS IN THE FIELD. o � a o w CN 5. ALL GLAZING TO BE TEMPERED. 2 WINDOW TYPE 2ci w. z A 4. SCALE:3/8" - V-0" N 22'-0" —- - z N 8_8» � M - 2'r 6 WINDOW TYPE 6 ---- - -_ - - » W 2» 2- TYP. �-- �., A4 SCALE:3 8 20 -- » � 2 EQ. EQ. 2 Q Q N _ c W - N - LL W co W 2 -2" - - 0 �.- Lu z cl C) LLJ LJ PAINTED HOLLOW N 0 V 0 a METAL FRAME _ zt� Z Q d ?: < ___ .. 1/2" TEMP GLASS GLAZING w 06 W i WITH STRUCTURAL SILCONE C, N� - - STOREFRONT W/ = L cl Q SEALANT JOINT I - - - cw� CLEAR ANOD. �' N` _-- � 0 a� � STOREFRONT W J --- STOREFRONT W/ FINISH CLEAR ANDD. 0 W Q FINISH = U. Q �� _� _ CLEAR ANDD. w o � � � — FINISH - LLJ o N :9 (n W a N y U 0 �� � 2" TYP. — - � O - - - -- - o i o 0 --- N w a a) L N 3'-6" N 7 WINDOW TYPE -_-- N A4. SCALE-.3/8" = 1 '-0" �. ■ WINDOW TYPE 3 8 WINDOW TYPE 8WINDOW '�® t f/ ,3 g TYPE 9 � __ NOTE. ccs � N SCALE:3/8" = 1'-0" DIMENSIONS ARE c A4. TYPICAL FOR EACH A4, SCALE:3/8 = 1 -0 A4. SCALE:3/8" = 1'-0" o _ HALF OF WINDOW 0 ch 0 Q a V PORCELAIN TILE LEGEND WALL COVER LEGEND CARPET LEGEND N 3 W'l MANUFACTURER: NATIONAL WALLCOVERING (VYKONJ o PT-1 MANUFACTURER: SPECIALTY TILE PATTERN; HAVEN Y45202HN C-1 MANUFACTURER: PATCRAFT o PATTERN: VERANDA STONE COLOR: WASHED INDIGO PATTERN: 10048 - AWESOME do COLOR: PIETRA VECCIA V551 SIZE: „ 11TYPE: TYPE II WALLCOVERING COLOR. 48302 SO FINE 12 X 12 FABRIC TYPE: OSNABURG CONSTRUCTION: TEXTURED LOOP PILE GRAPHIC GROUTJN 1/4" CONTENT: 100% PREMISE BCF NYLON 0 T. CONTACT: ANDRA PROWANT WEIGH 20 OZ. BACKING: WOVEN POLYPROPYLENE u Y CELL #(770) 262-4947 WIDTH; 54" FLAMABILITY: PASSES METHENAMINE PILL TEST (DOC-FF-1.70) FINISH LOCATION:LOBBY FLAMABILITY: TESTED IN ACCORDANCE WITH ASTM E-84 TUNNEL TEST, SMOKE DENSITY: EXCEEDS MINIMUM REQUIREMENTS OF ASTM E-648 = co CLASS "A" FIRE RATED, FLAME SPREAD OF 51 & SMOKE DEVELOPED OF 15 PATTERN REPEAT: 1"W X 29.5"L SIZE: 12'-011W CONTACT: BJ BLANCHARD YARN WEIGHT: 28 OZ/YD Z GROUT (770) 449-6221 (OFFICE) 0 CONTACT: TRACY ROAN FINISH LOCATION: WALL BEHIND TELLERS (404) 316-4613 (CELL), (770) 449-3502 (OFFICE) C/) Gml MANUFACTURER: LATICRETE (— COLOR: #41 KASHMIR FINISH LOCATION: ALL AREAS THAT CALL FOR CARPET z MATERIAL: SANDED GROUT W/ LATEX ADDITIVE W 0 PAINT LEGEND z • CONTACT; ANDRA PROWANT Z co CELL #(770) 262-49470 0 Pml MANUFACTURER: BENJAMIN MOORE U 04 ow FINISH LOCATION: ALL PORCELAIN TILE oto COLOR: #2154-60 FILTERED SUNLIGHT N00J FINISH: FLAT FINISH - LATEX PLASTIC LAMINATE - Li o FINISH LOCATION: VESTIBULE, LOBBY, F,S,O STATIONS, INTERNET CAFE, CORRIDOR (124) m w z �. Z � NU5 VINYL COMPOSTITION TILE U 04 P'2 MANUFACTURER: BENJAMIN MOORS PL-1 MANUFACTURER: NEVAMAR o N COLOR: #2154-40 YORK HARBOR YELLOW KONA BLEND POLISHED VELVET W U Z Z co V-1 MANUFACTURER; ARMSTRONG COLOR: t s PATTERN: IMPRERIAL TEXTURE STANDARD EXCELON CD FINISH: FLAT- LATEX MODEL #: W20028PU a M Q COLOR: #51858 SANDRIFT WHITE FINISH LOCATION: FASCIA OF SOFFITS (IN LOBBY AREAS) FINISH LOCATION: MILLWORKS @ TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, SIZE: 12X12 INTERNET CAFEEqPPORT LEG @ COUPON (121) Pm3MANUFACTURER: BENJAMIN MOORE SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS PARTITION WALLS @ WAITING AND INTERNET CAFE -- CONTACT: WHITNEY SCHUCKLE COLOR: #2154-70 VANILLA ICE CREAM CELL #(770) 851 - 7135 FINISH: FLAT FINISH - LATEX _ FINISH LOCATION: ALL GYP. CEILINGS AND UNDERSIDE OF DROP SOFFITS PL 2 MANUFACTURER, NEVAMAR FINISH LOCATION: LOUNGE (126), COLOR: SANDIA MAPLE MODEL #: WM5577E P-4 MANUFACTURER: BENJAMIN MOORE FINISH LOCATION: TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, V 2 MANUFACTURER, MANNINGTON COLOR: 2139-40 HEATHER GRAY CABINETS IN LOUNGE (126) PATTERN, ESSENTIALS FINISH: FLAT- LATEX COLOR: #127 WARM BEIGE FINISH LOCATION: LOUNGE (126) PL-3 MANUFACTURER: NEVAMAR SIZE: 12X12 COLOR: SHALE GREEN MATRIX SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS P-5 MANUFACTURER: BENJAMIN MOORS MODEL #: MR5004T CONTACT: MOLLY ROBIDOUX COLOR: #2094-30 GIANT SEQUOIA FINISH LOCATION: COUNTERSTOP @ TELLER LINE, CELL #(404) 630-8494 FINISH: FLAT - LATEX GREETER, CHECK DESK, COFFEE STATION, DRIVE UP TELLER, N FINISH LOCATION: ELEC. (106), SERVER (1271, FINISH LOCATION: WOMENS (122), MEN'S (123) REMOTE TELLER STATION N CORRIDOR (124kOMEN (122), MEN (1231, y t P'6 MANUFACTURER: BENJAMIN MOORE PL-4 MANUFACTURER: FORMICA y U COLOR: #2154-60 FILTERED SUNLIGHT COLOR: BOTTLEGREEN QUARTZITE �/ 'C O W �� " °U FINISH: SEMI-GLOSS - AKLYD ENAMEL MODEL #: 3520-46 z o BASE LEGEND NT E T A 114 P 121 tao�RESILIENTCOUNTERS: INTERNET CAFE COUPON FINISH LOCATION: ALL DOOR AND WINDOW FRAMES FINISH LOCATION. I ), ( ) p z ��� N V G1 C C y O N WOOD TOP CAP ON LOW WALL PARTITIONS @ F.S.O. p -� 0 o RB1 MANUFACTURER; JOHNSONITE PLm5 MANUFACTURER: FORMICA > v t m a o COLOR: #34 ALMOND P'7 MANUFACTURER; COLOR: BELUGA w o o�N STYLE: MILLWORKS � MW-34-F BENJAMIN MOORS 3697-58 co aa. ~ �� �� MODEL #: REVEAL COLOR: HC-30 PHILADELPHIA CREAM MODEL #: o � Q z o �U „ FINISH: FLAT- LATEX FINISH LOCATION: COUNTER IN LOUNGE (126) o w o O o CL v v SIZE. 3/8 X 4-1/211 FINISH LOCATION: ALL LOCATIONS EXCLUDING LOBBY AND CORRIDOR 124 DC U U z FINISH LOCATION:LOBBY AREAS, VESTIBULE ( ) RB2 MANUFACTURER: JOHNSONITE PL-6 MANUFACTURER: PIONITE COLOR: #34 ALMOND COLOR: BRUSHED ALUMINUM TRANSITION STRIP LEGEND . - . . z STYLE: TIGHTLOCK MODEL #. FA006 G GLOSS FINISH LOCATION: COVER ALL POSTER BOXES O MODEL #: TCB-4 1/4" - 4' - 34 TS=l MANUFACTURER: JOHNSONITE 0 SIZE. 4 1/4 MODEL #: CT-209 TIN - CONTOUR EDGE LL. N FINISH LOCATIONOFFICES, DU TELLERS, CLOSET (113), COUPON (121) SIZE: 3/8" TO 1/4" MATERIAL D M S.D. BOXES (118), CASH VAULT (119), STORAGE (129) w U. J DESCRIPTION: CARPET TO TILE L3f RB3 MANUFACTURER; JOHNSONITE STAIN COLORLL Q Q COLOR; #18 NAVY BLUE TS-2 MANUFACTURER: JOHNSONITE LLLLJm MODEL #: CTA - 34 - C 0 STYLE: MILLWORKS - MW-18-F O z MODEL #: REVEAL COLOR #: #34 ALMOND S-1 » �� TO MATCH JASPER DESK: RICHLEIGH WALNUT V g SIZE: 3/8" X 4,112" SIZE: 1/4 TO 1/8 MATERIAL COLOR: = Q FINISH LOCATtON�l11ALL BEHIND TELLERLINE DESCRIPTION: CARPET TO RESILIENT FINISH: SATIN —J o FINISH LOCATION: ALL DOORS AND FURNITURE Q Z m RB4 MANUFACTURER: JOHNSONITE - MANUFACTURER: JOHNSONITE Z Q W COLOR: #34 ALMOND = Q zMODEL #: CTA - 34 - C STYLE: COVEBASE STAINED CONCRETE EXPOSEDAGGREGATE w jCOLOR #34 ALMOND MODEL #: CB-411 - 4' - 34 � SIZE: 1/4" TO 1/8" MATERIAL � � � 0 4" COVEBASE DESCRIPTION: TILE TO RESILIENT Z °° � S - W FINISH LOCATION:WOMEN (122), MEN (123), CORRIDOR (124), scml COLOR: TO BE COORDINATED WITH DBC PROJECT MANAGER LOUNGE (126) ELEC. (106), SERVER (127) z FINISH/TEXTURE: TO BE COORDINATED WITH DBC PROJECT MANAGER 0 s � r V(I ul 0 0 M 0 00 •� v 0 GENERAL NOTES 3. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN F. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, I. DESIGN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES, ETC., BEFORE POURING CONCRETE 10 A. "FLORIDA BUILDING CODE", 2004 EDITION. 4.0 REINFORCEMENT . SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL OR STARTING WALL CONSTRUCTION. REQUIRED SPECIAL INSPECTIONS = ' 8. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-02). FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL G. UNLESS SHOWN ON THE PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE a c C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND ACCESSORIES. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. v STEEL FOR BUILDINGS" (AISC; JUNE 1, 1989), WITH CURRENT COMMENTARY. ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. DO NOT H. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL INTERACTION FREQUENCY D. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS 4. HORIZONTAL REINFORCEMENT IN FOOTINGS AND TURNDOWN SLABS SHALL BE OCCURRING DURING CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS 1 . SPREAD FOOTINGS AND CONTINUOUS FOOTINGS CONTINUOUS PERIODIC II. DESIGN LOADS CONTINUOUS AROUND CORNERS. COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING A. ROOF DEAD LOAD.................................................................................15 PSF 5. TIE ALL REINFORCING STEEL AND EMBEDMENTS IN CONCRETE SECURELY INTO CONSTRUCTION. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL A. INSPECT PLAN DIMENSIONS AND DEPTH X B. ROOF LIVE LOAD................................................... ...............................20 PSF PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED AND B. INSPECT QUANTITY AND SPACING OF BARS X o ❑ C. WIND LOAD MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR 1. BASIC WIND SPEED (3 SECOND GUST)........................................120 MPH DURING ALL CONSTRUCTION ACTIVITIES. CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND C. INSPECT PROPER CLEARANCE TO BARS AT TOP, BOTTOM 2. WIND IMPORTANCE FACTOR, I................................... 6. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, STAGGER SPLICES ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC. , THE STRUCTURAL AND IS PROVIDED X Q ...1.0 WHERE POSSIBLE. ALL LAP SPLICE LENGTHS NOT SHOWN ON THE PLANS SHALL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 3. BUILDING CATEGORY II D. VERIFY PROPER LAPS ARE PROVIDED X 4. WIND EXPOSURE C * BE A CLASS B TENSION SPLICE, IN CONFORMANCE WITH ACI 318-02. I, STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS E. INSPECT FOR PROPER DOWEL EMBEDMENT INTO FOOTING C. STRUCTURAL STEEL �/ SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE g 5. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)....+0.18/-0.18 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT THAT ALL WIDE ' AND EXTENSION ABOVE FOOTING X 6. COEFFICIENTS AND PRESSURES INCLUDED IN THE CONTRACTORS SCOPE OF SERVICES. SHOP DRAWINGS AND a. Qh = 31.7 PSF; Qz = 31.7 PSF FLANGE SHAPES SHALL CONFORM TO ASTM-A992, GRADE 50. FABRICATION CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER F. INSPECT FOR CORNER BARS, STEP BARS, DOWELS, u 0.86 AND ERECTION OF STEEL FRAME SHALL BE AS PER AISC MANUAL OF STEEL LICENSED IN THE PROJECT STATE, REVIEW DOES NOT RELIEVE THE CONTRACTOR ANCHOR BOLTS, OR EMBEDDED MATERIAL X b.) Kzt = . CONSTRUCTION, NINTH EDITION. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH G c.) Kh = 86 2. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B CONNECTIONS. CONNECTIONS FOR BEAMS SHALL BE ADEQUATE TO PROVIDE FOR G. VERIFY SOILS ENGINEER HAS APPROVED DESIGN BEARING d.) Kz = 0.86 (Fy = 46 KSI) OR ASTM A500, GRADE C (Fy = 50 KSI). THE REACTION DUE TO THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD FOR THAT CAPACITY X c e.) GUST FACTOR = 0.85 3. ALL WELDING SHALL BE BY QUALIFIED WELDERS AS PER AWS SPECIFICATIONS, SPAN, BASED UPON THE ALLOWABLE UNIT STRESSES, UNLESS A GREATER REACTION H. VERIFY THAT ALL LOOSE MATERIAL IS REMOVED FROM cn 7. AS THE BUILDING HAS BEEN DESIGN AS AN ENCLOSED STRUCTURE, UTILIZING E70XX ELECTRODES, ALL FIELD WELDED CONNECTIONS SHALL BE IS INDICATED ON THE PLANS. MINIMUM 3/4 INCH DIAMETER BOLT REQUIREMENTS BOTTOM OF FOOTING. NO SIDE FORMING IS PERMITTED X COMPONENTS AND CLADDING DETAILED BY OTHERS, INCLUDING WALL INSPECTED AND TESTED BY A QUALIFIED TESTING AGENCY, COPIES OF ARE AS FOLLOWS: I. INSPECT BOLTS TO BE INSTALLED IN FOOTINGS PRIOR TO COVERINGS, ROOF COVERINGS, EXTERIOR WINDOWS (FIXED AND OPERABLE), WELDER'S CERTIFICATE SHALL BE AVAILABLE AT THE SITE, AND DURING CONCRETE PLACEMENT X* X z DOORS, OVERHEAD DOORS, ETC., AS APPLICABLE, SHALL BE DESIGNED BY 4. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER, MINIMUM ROWS OF BOLTS O OTHERS TO RESIST DESIGN WIND PRESSURES FOR THE BUILDING. ASTM A325-N HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN MEMBER (~j #/Rows STRUCTURAL STEEL � 8. COMPONENTS AND CLADDING (TO BE USED FOR THE DESIGN OF EXTERIOR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO 1/2 TURN PAST A W12 2 ROWS 2. (n COMPONENTS AND CLADDING MATERIAL): SNUG TIGHT CONDITION. BOLTS IN BRACED FRAMES SHALL BE SLIP CRITICAL, W14 3 ROWS A. MATERIAL VERIFICATION OF STEEL MEMBERS, HIGH CONNECTIONS SHALL BE ASSEMBLED AND TESTED ACCORDING TO SPECIFICATIONS W16 3 ROWS STRENGTH BOLTS, NUTS, WASHERS, AND WELD MATERIAL X* X Q. co FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS. W18 4 ROWS B. CHECK ANCHOR BOLTS AND GROUTING OF BASE PLATES X* X W O 5, ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. W21 5 ROWS C. INSPECT COMPLETE PENETRATION OF GROOVE WELDS X \ 3 6. EXPANSIVE GROUT BENEATH BASE PLATES SHALL HAVE A MINIMUM ONE DAY \ COMPRESSIVE STRENGTH OF 3,000 PSI AND A MINIMUM 28 DAY COMPRESSIVE J. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND D. INSPECT COMPLETE PENETRATION OF MULTI-PASS FILLET z cl) STRENGTH OF 5,000 PSI. ELEVATIONS, ABOVE AND BELOW GROUND, PRIOR TO ORDERING MATERIALS WELDS X O p AND BEGINNING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY U w 2 \ 2 7, All STRUCTURAL STEEL SHALL HAVE ONE COAT OF STANDARD SHOP PRIMER. E. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET \ TOUCH UP ALL STRUCTURAL STEEL AND WELDS AFTER ERECTION WITH THE SAME DISCREPANCY. WELDS > 5 16 X cl w 8 N i \ PRIMER. K. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, ,,� Z ro D. BAR JOISTS ELECTRICAL FIXTURES, MECHANICAL DUCTS, CEILING HANGER ASSEMBLIES, F. INSPECT COMPLETE PENETRATION OF SINGLE PASS FILLET 3 \\ i ,� \ 3 1. BAR JOISTS, ASSOCIATED BRIDGING AND ERECTION SHALL CONFORM TO SJI PLUMBING EQUIPMENT, ETC., WITH ALL TRADES EFFECTED AND EQUIPMENT WELDS < 5/16 X m w \ SPECIFICATIONS. PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. CONTRACTOR SHALL X G. INSPECT HIGH-STRENGTH BOLTING * X w 2. JOISTS SHALL BE DESIGNED FOR NET WIND UPLIFT OF 50 PSF BY THE JOIST VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING z H \ FABRICATOR. ANY ADDITONAL BRIDGING OR BRACING REQUIRED FOR THE SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH H. INSPECT ALL JOISTS ARE WELDED DOWN OR CONNECTED Ur' U 5) \ 2 I 5 BOTTOM CHORD AND ITS CONNECTION TO THE JOIST MEMBERS SHALL BE SHOWN ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF TO STEEL X _ F- x 2 \ I ON THE SHOP DRAWINGS. ANY CONFLICT AND/OR OMISSION. MODIFICATIONS OR CHANGES AS A RESULT OF I. INSPECT ALL BRIDGING, "X" BRIDGING, AND cn _ d I / 3. BAR JOIST BEARING SEATS SHALL BE MADE OF MIN. 1/4" THICK STEEL. THIS COORDINATION SHALL BE DETAILED, NOTED AND SUBMITTED IN SHOP MISCELLANEOUS STEEL IS IN PLACE X W , 4 \ (� E. METAL ROOF DECK DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANGLES, CLIPS, PLATES, ETC., J. INSPECT THAT FIELD WELDED AREAS ARE PAINTED X Q A " 3 \ 4 1. METAL ROOF DECK AND ATTACHMENTS SHALL CONFORM TO SDI SPECIFICATIONS. AND OTHER MISCELLANEOUS ITEMS. I 2. STEEL ROOF DECKING ATTACHMENT: L. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING COVER SHALL BE K. INSPECT THAT FRICTION TYPE CONNECTIONS HAVE NO , I a.) STEEL ROOF DECKING SHALL BE CONTINUOUS OVER 3 OR MORE SUPPORTS. PROVIDED FOR REINFORCEMENT: PAINTED SURFACES, ALSO, STEEL EMBEDDED IN CONCRETE X (DI J 5b.) UNLESS INDICATED OTHERWISE, FASTENING OF ROOF DECK UNITS TO 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3" L. INSPECT THAT METAL DECK IS WELDED AS CALLED FOR _ LL 5 I SUPPORTS SHALL BE MADE BY 5/8 INCH DIAMETER FUSION WELDS WITH A 2. CONCRETE EXPOSED TO EARTH OR WEATHER: " ON DRAWINGS X to -' a = 7 -0 MAXIMUM SPACING AS FOLLOWS: a.) #6 THROUGH #18 BARS...................................................................2 i. END LAPS, ENDS TERMINATING AT SUPPORTS AND AT DECK b.) #5 BAR, W31 OR 031 WIRE AND SMALLER.............................1 1/2" M. INSPECT THAT PROPER BEARING IS PROVIDED FOR JOISTS w CONTINUOUS OVER SUPPORTS - 12 INCHES ON CENTER MAXIMUM 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: AND BEAMS ON STEEL OR CONCRETE X SPACING, a.) SLABS, WALLS AND JOISTS, #11 BARS AND SMALLER..............3/4" N. INSPECTION OF STEEL FRAME JOINT DETAILS FOR POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ii. WELDS AT SIDE SUPPORTS - 12 INCHES ON CENTER MAXIMUM b.) BEAMS AND COLUMNS, PRIMARY REINFORCING, TIES, COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X SPACING, STIRRUPS AND SPIRALS............. . . . . . . . ...............1 1/2" MEMBER LOCATIONS i-OCATION ON BUILDING POS, PRESSURE POS. PRESSURE POS, PRESSURE POS. PRESSURE iii. ALONG THE DECK PERIMETER, WITHIN A DISTANCE OF 9 FEET OF M. REINFORCING, STRUCTURAL STEEL, BAR JOIST, COLD FORMED METAL FRAMING AND APPLICATION OF JOINT DETAILS AT EACH CONNECTION < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. THE EXTERIOR WALLS, ALL WELD SPACING SHALL BE REDUCED TO 6 METAL DECK SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE INCHES ON CENTER, MAXIMUM SPACING, CONTRACT DOCUMENTS AND ANY COMMENT SHOWN IS SUBJECT TO THE REQUIREMENTS 0. VERIFY REQUIRED CAMBER OF BEAMS X �g FIELD AREA Q 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF iv. SIDE SEAMS SHALL BE WELDED OR SCREW FASTENED WITH NO, 10 OF THE CONTRACT DOCUMENTS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER CORNER AREA Q 34.3 PSF 32.7 PSF 30.7 PSF 29.2 PSF SHEET METAL SCREWS AT 24 INCHES ON CENTER. DOES NOT RELIEVE THE CONTRACTOR OF THE REPONSIBILITY TO REVIEW AND CHECK F, COLD FORMED METAL FRAMING THE SHOP DRAWINGS BEFORE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE 1. COLD FORMED METAL FRAMING FOR STUDS SHALL BE "CSJ" TYPE, WITH 1 5/8 FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS, THE 3. CONCRETE VERIFICATION AND INSPECTION INCH WIDE FLANGES AND 1/2 INCH MINIMUM FLANGE RETURNS. RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, COORDINATION AND COMPLIANCE A. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X NEGATIVE WIND PRESSURE ON GLAZING & .WALL COMPONENTS 2. DESIGN OF COLD FORMED METAL FRAMING MEMBERS AND CONNECTIONS IS THE WITH THE CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR, REPRODUCTION B. VERIFYING USE OF REQUIRED DESIGN MIX X SOLE RESPONSIBILITY OF THE CONTRACTOR, SHOW SIZE, GAGE DESIGNATION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED, ELECTRONIC LOCATION ON BUILDING NEG. PRESSURE NEG, PRESSURE NEG. PRESSURE NEG. PRESSURE AND SPACING OF MEMBERS AND ALL CONNECTIONS IN SHOP DRAWINGS, SEALED DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF C. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. INDICATE STRUCTURAL DARWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. AIR CONTENT AND DETERMINING THE TEMPERATURE OF FIELD AREA4 37.1 PSF 35.6 PSF 33.6 PSF 32.1 PSF SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND N. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS ❑ DETAILS REQUIRED FOR PROPER INSTALLATION. FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED FOR STRENGTH TESTS X [CORNER AREA Q 45.7 PSF 42.6 PSF 38.6 PSF 35.6 PSF 3. METAL STUDS SHALL BE 18 GAGE MINIMUM AND CONFORM TO SSMA STANDARDS. ON THE PLANS. STUDS SHALL HAVE A YIELD STRENGTH OF 50 KSI FOR 12, 14 AND 16 GAGE 0. THE CONTRACTOR SHALL COORDINATE WITH THE QUALIFIED TESTING AGENCY, D. INSPECTION OF CONCRETE PLACEMENT FOR PROPER AND 33 KSI FOR 18 GAGE STUDS. BRIDGING AND CONSTRUCTION DETAILS RETAINED BY THE OWNER, TO INSPECT AND TEST THE FOLLOWING AS PART OF APPLICATION TECHNIQUES X SHALL BE IN ACCORDANCE NTH SSMA TYPICAL DETAILS. THE SPECIAL INSPECTION PROGRAM: E. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING U) Also ROOF WIND UPLIFT PRESSURES 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT 1. SOILS AND FOUNDATIONS TEMPERATURE AND TECHNIQUES X w DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE 2. CONCRETE, INCLUDING MIX DESIGNS W UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT 3. STRUCTURAL STEEL F. VERIFICATION OF IN--SITU CONCRETE STRENGTH, PRIOR TO ZONE REMOVAL OF SHORES AND FORMS AS APPLICABLE. X z < 20 SQ.FT. < 50 SQ.FT. < 100 SQ.FT. < 200 SQ.FT. DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE THE CONTRACTOR 4. COLD-FORMED METAL FRAMING O z OF FULL RESPONSIBILITY FOR THE DESIGN OF THE COLD FORMED METAL 5. MASONRY CONSTRUCTION , 1 37.4 PSF 36.5 PSF 35.2 PSF 34,3 PSF STRUCTURAL MEMBERS AND THEIR CONNECTIONS. P. IN PRODUCING THESE DRAWINGS, BROWDER + LEGUIZAMON AND ASSOCIATES, INC. w J O 5. COLD FORMED STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN HAS ASSUMED THAT THE ARCHITECT AND THE OWNER OR THE CONTRACTOR AND THE 0 Q 0 � � �• D 62.8 PSF 56.1 PSF 47,3 PSF 40.6 PSF " H PERFORMED A N STI INVESTIGATIONS TO VERIFY THAT THE 4. COLD-FORMED STEEL FRAMING "- > ~ ACCORDANCE WITH AISI SPECIFICATION FOR DESIGN OF COLD FORMED OWNER AVE ER ORMED LEG L I VE G V , " " CONSTRUCTION DESCRIBED IN THESE DRAWINGS WILL NOT VIOLATE ANY EXISTING A. INSPECT SIZE AND SPACING OF MEMBERS X W O Fa 94.5 PSF 78.3 PSF 56.8 PSF 40.6 PSF STEEL STRUCTURAL MEMBERS OR LOAD AND RESISTANCE FACTOR DESIGN . t!) � SPECIFICATION FOR COLD FORMED STEEL STRUCTURAL MEMBERS". LEGAL EASEMENTS COVENANTS 1. LEGAL BOUNDARY OR BOUNDARIEETCS WITH REGARD T0:OF THE REAL ESTATE THAT THIS PROJECT IS B. INSPECT FASTENING OPERATIONS OF ELEMENTS X _ Q a o III. FOUNDATIONS 6. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMODATE VERTICAL W , TO BE CONSTRUCTED ON OR LEGAL BOUNDARY OR BOUNDARIES OF ADJACENT REAL C. INSPECT SCREW FASTENING, BOLTING, ANCHORING AND � J Q z � A. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500 DISPLACEMENT OF THE PRIMARY STRUCTURE. ESTATE. OTHER FASTENING OF COMPONENTS X W ❑ O PSF IN ACCORDANCE WITH RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 7. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED 2. LEGAL BOUNDARIES GOVERNED BY THE BUILDING CODES THAT LIMIT LATERAL � � � U � � � EXPLORATION BY UNITED CONSULTING, DATED MARCH 16, 2006, PRIOR TO IN SSMA TECHNICAL NOTE NO. 1, PUBLISHED JANUARY, 2001. CONSTRUCTION. PLACEMENT OF REINFORCING STEEL AND CONCRETE, THE UPPER 12 INCHES OF 8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE 3. LEGAL BOUNDARY OR BOUNDARIES GOVERNED BY BUILDING CODES THAT LIMIT THE BOTTOM OF THE FOOTING EXCAVATION SHALL BE COMPACTED TO MINIMUM STANDARD CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION. DEPTH BELOW GRADE AND/OR HEIGHT ABOVE GRADE (INCLUDING AIR RIGHTS) 95% OF THE MATERIAL'S MODIFIED PROCTER MAXIMUM DRY DENSITY. ALL G. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL OF CONSTRUCTION. ( ) FOR MOMENT FRAME COLUMNS AND BRACED FRAME COLUMNS RECOMMENDATIONS OF THE REFERENCED SUBSURFACE INVESTIGATION SHALL BE STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL 4. CONNECTION OF PROPOSED CONSTRUCTION TO ANY ADJACENT EXISTING Z FOLLOWED, FRAMING OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH CONSTRUCTION THAT IS BESIDE, BELOW OR ABOVE PROPOSED CONSTRUCTION, NOTE: REPORTS OF INSPECTIONS, VERIFICATIONS, AND/OR TESTINGS SHALL BE B. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN SYSTEMS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY OTHERS AS REQUIRED 5'-0" OF THE BUILDING LIMIT SHALL BE COMPACTED TO 957 OF THE MODIFIED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. BROWDER + LEGUIZAMON AND ASSOCIATES INC. REQUIRES THAT IF ANY OF THESE SUBMITTED EVERY TWO WEEKS OR LESS AS REQUIRED TO ALLOW FOR TIMELY PROCTER MAXIMUM DRY DENSITY. THE UPPER 12 INCHES SHALL BE COMPACTED H. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. ASSUMPTIONS ARE NOT TRUE, THAT EITHER THE OWNER, ARCHITECT OR CONTRACTOR REVIEW AND FIELD MODIFICATIONS IF ANY ARE REQUIRED.SHALL NOTIFY BROWDER + LEGUIZAMON AND ASSOCIATES, INC. PRIOR TO TO 987 OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO PROCEEDING 1 BR CONSTRUCTION. C. ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE INSPECTED BY A USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. Q, SHOP DRAWING SCOPE NON-DESTRUCTIVE TESTING QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE REQUIRED BEARING CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. 1. PREPARATION OF REQUIRED SHOP DRAWINGS. � CAPACITY AND/OR COMPACTION IS AVAILABLE. IF ANY PORTION OF THE FOOTING HOLES SHALL BE DRILLED AND CLEANED AS PER THE MANUFACTURER'S INSTALLATION NONDESTRUCTIVE TESTING OF ALL WELDS IN THE MOMENT FRAME 2. CHECKING OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR PRIOR TO N OR SLAB ON GRADE IS FOUND TO OCCUR IN AN UNSTABLE OR UNSUITABLE SOIL, INSTRUCTIONS AT NOT LESS THAN THE MINIMUM EDGE DISTANCES AND/OR SPACINGSSUBMITTAL TO THE A/E, WITH PROPER SHOP DRAWING STAMP AFFIXED. MEMBERS IS REQUIRED AS FOLLOWS: 04 Q ch THE ENGINEER SHALL BE NOTIFIED. INDICATED IN THE MANUFACTURER'S LITERATURE, UNLESS SPECIFIED OTHERWISE, 3. SUBMITTAL TO THE AAFOR REVIEW ALLOWING A MINIMUM OF FIVE (5) A. GROOVE WELDS SHALL BE TESTED ONE HUNDRED PERCENT BY ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM FULL WORKING DAYS IN THE ENGINEERS OFFICE FOR THIS REVIEW. LARGE EITHER THE RADIOGRAPHIC OR ULTRASONIC TESTING. W LL IV. MATERIALS EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER. SUBMITTALS WILL REQUIRE MORE THAN FIVE 5 DAYS. B. ALL FILLET WELDS SHALL BE INSPECTED BY VISUAL MEANS. WA. CONCRETE ( ) U 1. CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE NORMAL WEIGHT, WITH A V. MISCELLANEOUS 4. REVISION TO SHOP DRAWINGS, AS NECESSARY, FOLLOWING A/E REVIEW, SEE <C GENERAL NOTES FOR ADDITIONAL INFORMATION. C. RADIOGRAPHIC TESTING SHALL BE IN ACCORDANCE WITH AWS U uj MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c= 3,000 PSI. THE PROPOSED A. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE 5RECHECKING OF REVISED SHOP DRAWINGS BY THE GENERAL CONTRACTOR. D1.1-96 PART E. . MATERIALS AND CONCRETE MIX DESIGN SHALL BE DOCUMENTED AND REVIEWED (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACTU BY THE OWNER'S TESTING LABORATORY. IT IS THE CONTRACTOR'S F 6. RESUBMITTAL TO THE A/E, IF INDICATED ON THE ARCHITECT OR ENGINEER D. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS 0 J �" DOCUMENTS) SHALL BE E FECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES SHOP DRAWING STAMP. O z RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH. RESULTS OF THE OWNER, CONTRACTOR, ENGINEER, SUPPLIER OR ANY OF THEIR CONSULTANTS, D1.1-96, PART F. � OF CONCRETE TESTING SHALL BE AVAILABLE AT THE SITE. AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR 7. REVIEW OF SHOP DRAWING SUBMITTALS SHALL NOT BE CONSTRUED AS � W g 2. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE AUTHORIZING ANY CHANGE IN THE CONTRACT SUM OR CONTRACT TIME. ANY _U SHALL {T BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD ANY COST FOR RE-DETAILING DUE TO SHOP DRAWING REVIEW COMMENTS SHALL BE U- W IS NOT PERMITTED. DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE I.L 3. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE CONCRETE SLAB OR OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES BORNE BY THE CONTRACTOR. O Q J WALL THICKNESS WITHIN THE SLAB OR WALL, UNLESS SPECIFICALLY INDICATED CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. to = m ON THE STRUCTURAL DRAWINGS. B. THE CONSTRUCTION DOCUMENTS CONSIST OF THE ENTIRE SET OF DRAWINGS AND I— U U 4. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION OF SPECIFICATIONS OF ALL DISCIPLINES. STRUCTURAL CONTRACT DOCUMENTS Z z LL Z SLEEVES, ACCESSORIES, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND c 9 J MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS OR v a m IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES, SLOPES AND SLAB MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. DEPRESSIONS. j' z W Q C. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE W Z o 6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY- 5. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRS1 STANDARDS. OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL REQUIREMENT SHALL GOVERN. D. IT IS EXPECTED THAT THE GENERAL CONTRACTOR BE EXPERIENCED IN THE TYPE ENGINEER. CONSTRUCTION REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE B. BAR REINFORCING STEEL THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, 1. ALL BAR REINFORCING STEEL IN CONCRETE SHALL CONFORM TO ASTM A615, GRADE 60. PLUMBING AND CIVIL DOCUMENTS PRIOR TO ORDERING AND/OR FABRICATION OF ANY THE CONSTRUCTION OF ANY ELEMENT.OR ARCHITECT/STRUCTURAL 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE MATERIALS AND/OR �■� AND END LAPS OF 8 PROVIDE IN FLAT SHEETS (ROLLS NOT PERMITTED). ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL (C� DRAWINGS. r 0 c E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. p�VO ) o U F M ems.'r „ EQ. EQ. v 2 2 ANCHOR BOLTS FOOTING SCHEDULE ” N HSS5x5 WIND POST °c -1 -8 o40 4,_0„x4,_0"x1'-0" w/5-#5 EX, B.F. - I — -�-- IL 4"x8"x12" W/(2)-4'Ox6' its ————— OF7 BASE PLATE HEADED STUD ANCHORS. Q50 5-0 x5-0 x1 -6 w/6-#5 EX, B.F. - W.W.F. 60 -6 Q0 I d 6'-0"x6'-0"x2'-0" w/7-#6 EX, B.F. _ — , „ , „ ►► _ COLUMN 70 7-0 x7 -0 x2-6 w/8-#7 EX, B.F. 0 60 I �----f--- -'----- - -------- -----, (� _ 1 EDGE OF SLAB TYP. 2" x o ,_ „ ,_ „ _ » CORRI 0 II.OUN �'' I ---- { ) �, _ O 80 8 o x8 0x3' 0 w/9-#8 E.W., B.F. I i � l MEN 1 I I RI I i I I r � N TYP. ��/ ao Z " „ -- �--� II 124 II J 1126 I _ I I ao 8-o xs-o x3'-6 w/10-#8 Ex, B.F. _ , 123 �----;-� -- I � I o �. COLUMN o :;i � 0 � .� - J ----- --- 7Q ---- I -T.S. COLUMN, SEE _ = iE PLAN FOR SIZE 1' o" TORA (2)-#4 CONT. L-- , — M CONTROL JOINT (C.J.) TYP. SECTION 2 r --­i MEN ------ 8 ° Lai ' S—2 SCALE: 4" = 1'-0" to I 1 8 CJ ' I POUR SLAB BEFORE POURING '. I � � I 1 ISOLATION JOINT (TYP.) � DIAMOND SHAPE CONT. AROUND z ASH VA T — / I I SERVER/EL C. OFFICE I 0 HSS5x5 COL. . :•a COLUMN. PAINT EDGES OF SLAB 50 I 119 . ; 'ON II 127 128 p CL COLUMN = FOOTING WITH BOND BREAKING CURING I_ N"x8"x12" w 2 -4"0x6" � i S-6 HEADED STUD ANCHORS. �. it-pit '=-;• _ _ _ _ AGENT BEFORE PLACING 6 1- ,... tT 7 r`` (2)-#4x3'-o" 3" o.c. j 1�4 CONCRETE IN DIAMOND. W z s' 4" `r rr " W.W.F. ' 5 " ( I _ (3)-#3 TIES 6 / a _0 AT MID-DEPTH OF I N 1" THICK BASE PLATE EL. 0 o U o -`• SLAB. (TYP. 0 ALL INTERNET CAFE , R x x z • "r, 3 " INTERIOR ISOLATION JOINT X 5 I RE-E'M41AAiTIN&NERS.) -- ' —!— /( )- ��/,��/.�� uj 114 r —r w 4 / 0 A.B. s PROVIDE I I B _ =;:: �, 1 I I I I I AND SLAB ON GRADE o _6 ::{ , -1'-0" I �� I 4 " PROJECTION ABOVE I I {2)-#4 CONT. V 0 S.D. BOKE —— —— I I / w *, ' I I co T/FTG. AND 9 MIN. ISOLATION JOINT ,�����, L� �- s N EMBEDMENT INTO FTG. ; ( ; SMOOTH VERT. SURFACE) �� /� _ _ J z `° t CLOS I - = A CHI DREN S AREA 11 _ ( I d- x X I II x x VAPOR BARRIER " m CJ -1 -8 ------ ----- ---- � I � y II ( II 1 -0 Z I __ R � U N CD I 1 180 —I— I I ' o� �� �� II II 'ch , ,/ w x ' � I- " � / SEE PLAN FOR SEE PLAN FOR FTG. 2 ' ;' II II T/FTG. ELEV, SIZE & REINF. I cor"3 (4)-#6 ® COL. w ' ORKRO I I ( ; I N II II 1� GROUT PADO a <., TELLERS I I ,I "' SECTION �' z 0 I I I � S I I � ;I H � ►� " , ►, r J 180 -, I 3 MIN. CONC. COVER S-2 SCALE: 4 = 1 -0 F- I I o I I ChLL ri III ' I I FOR A.B. s & BASE IE - �- DRIVEi UP TELLE — L- ,I 1 117 ^\ / > / ;I - uj (2)-#4x - 0 T T /\ // i I SIM. I MID-DEPTH OF SL jiS,J� // / CJ CJ 11111 I i I cJ / , Idl o I , // 111 ( ,� I I i4'- " �V AREA I 1�_2„ Qo N O 108 , " '� SEE FOUNDATION PLAN, I I , T ICK SLAB TO -1 -8 3 CL. W.W.F. ` -- --, FCR I HT 7 FOR SIZE AND REINFORCING EL. 0'-O" DOMI ORY - 4 v v � ----t` o 0 12 .W., B.F. FF --- I-- 150 SECTION - �,� CO E o I 1r NIGHT EP. I F » " 110 I -1'-a" S-2 SCALE. 3/4 fieCOIN I COUNT R ► r— — I �' I VE NES � CJ CJ CJ L48 CJ10 -- o I E Il --, 40 1'-0" 1 i I REST ---- - - I 65 ,- (2)-#4 CONT. 6 -J 1 -0 1 0 8 6 I A _ � ORAGE 102 / ----� I , VAULT WALLS AND TOP & BTM, SLAB � 106 II So I ; 4 SECTION o TO BE REINFORCED WITH 2 LAYERS OF 101-5p* ' 3„ // EXPANDED METAL TO BE PLACED IN S-2 SCALE: 4" = 1'-0" w � 2 y 0 SMOOTH ROD z ACCORDANCE W RECOMMENDATIONS OF " � 0 . F,S.o #2 F.s.o #� o �I I I / � 24 O.C. q z �. I � SUPPLIER. PROVIDE A CLASS 1 RATING. I MANAGE 144 103 'I V_ (GREASE END IN Q Z D D I Jo . o _ . I LATER POUR) U Q F_ _1 _6 I 105 4" SLAB O IL. PLAs C I VAULT WALLS > U ' " ' 6"x6"-10/10 LLJ r — — 4- 5 T.F. TYP. i _ VAPOR BA Rf N 4 i I ( C° & BTM. SLAB 6„ # (TYP.) GRA NUL E. i I W.W.F. tl �' I F- I r— — �----- -- --- ---� (_ _ REINF. x6 1. %1D .4 ' - `t a 0) ° t� I r ,I I x _j 4- Lu o O p L- I 160 I i ---- - --------------- ---- ----------- -- ,� .I , y/ ./ oo U 0 a I ---- - L__ , r- Pol f - I - sIM. I ---- ----------_ - I o 6" (TYP.) 4, CONT. - --------- -- �' I IQ VAPOR 7'-0"x22'-0"x2'-6" FTG. I L.— J O 1'-8 2'_4" E.F. -1'-8" L --J 2 3 I I BARRIER W/#5 ® 12 E.W., E ( I _ _1►_8► 4 _1,_8" iv „ , " , " L, _ 5 SECTION A 4-0 x8-0 xt -6 FTG. 10 W/#5 0 12" EX, E.F. 1'-5" 111" A 4„ — „ SCALE: 3/ 1 0 M _ t'7 » )_10)) , » 0-10)o ► „ , » N 13 -0 103 -1 1910 -2 3 -11 2?-2p) ,_ » COLUMN = FOOTING-� M 68 4 _ w LL 1/4 O1 U 9 6 5 4 2 I1I EXTRA REINF. (SEE PLAN) LL Q s 3 1"x10"x1'-6" BASE ISI W.W.F. 6"x6"-10 10 m ISI / W/(4)-4"0 A 307 A.B.'S II J SLAB & FOUNDATION PLAN ELEV. -o -o Z o Z (6)-#4, x x w � his CONT. ISI z U Q , N „_ fi , , o ,� w TOP OF SLAB ON GRADE DATUM ELEVATION = +0 -0 (1 O)-#4, CONT. W.W.F. 6 x6 10/10 � x ( III I 0 w - P F F ELEV. -p,_0„ III I o O o INDICATES TO 0 FOOTING ELEVATION X X X X X �/ / I W U a ELEV. -11-6)p D cs� I � z z X I (l)-HEAVY HEX II ' II .� 0 9 < „ t ) I » P a m F- 6 x6 - 10/10 W.W.F. , , NUT PER A.B. ------fib j !d 1� GROUT AD d Q / D SLAB ON 6 x 6 - 10/10 W.W.F. - \�i , �► o °° w �\ . ,���� ELEV. -1 -6 I z "� Go D/2 0.2 D 1/8" R EA. SIDE GRADE 1� CL. ,> N U, 11 "CL. / 1/8 x 1 SAWCUT OR ZIP JOINT a 2 1: 3 SLOPE NOTES: x X x X X x X X x 6 SECTION 1. C.J. ON PLAN INDICATES JOINT IN SCALE: 3/4" = 1'-0" " SLAB ON GRADE. S-2 ' '_ '_ _ 4 GRANULAR ,� , , !/� 4 GRANULAR , /,�\�� /�\��/�� 3' CL. 6 0 (x6 0 ) (7) #6 VAPOR BARRIER VAPOR BARRIER FILL _ FILL JOINTS MAY E W. B F N .5 D 4 2. CONSTRUCTION JO BE SECTION PROVIDED IN LIEU OF CONTROL JOINTS. co DETAIL (0 TYP I CAL CONTROL JOINT DETAIL - SCALE: 3 4" - 1'-O"TYPICAL CONSTRUCT ON JOINTs 2 / - o ° •p co N V c; >: >; c uj _j _j U-i W0) M M C-4 1Y, 'C-4 HSS5x5xY4 -6 HSS5x5 BRACE BRACE E >; Lh.�- N a C, WT4x-22 UJ H I cl- CORRIDOR I OUNG MEN I — 1231 LJJ 124 II 126 I yso .7- >; c k C�s 10 (o STORA IE N - L HSS5x5xY4 DIAG. 112,91 BRACE %E p 7— =4= CORRIDOR L I4LANf- Vo x 6 z AS�H_ _V 0 -aff fo rct— ti DEEP, 18 'va. CA COPON x (o D METAL ROV DEC S-6 ^5 Y L V_ to V_ z I 11 uj o Iod- HSS5x5xy4 BRAIO%E-"*' 'N V_ INTERNET CAPE IN TERNET CAFE )ICE z r8 r CO WAITIN041 114 WAITING r8 c'4 T I %K 0 HSS 3k V4 KNEE BRACE, y 1 0 0 I 'co 12o 120 TYP, TO LOW BEAM S, MOMENT CONNECTION S.D. BOXE (SEE SECTION 10/S-4) N 00 Wl 8x 35 C-4 Wl 8x6O C L CLOSE cl� Qo 0 • 10 x F113 CHI -DREN'S AREA 4 CHILDREN'S AREA 4-1 112 v x I I S ( _ _ -1+4- - - uj x F --I I a CJ) = d HSS-'5x5xY4 Lo to w L5 PARA ET L_ — — �I I / I ( .I I •-- L_ — — JI I POST UP C%41 C14 < rl 6"'\ wlORKR0 �ORKRO - —- - — - - SSJXW4 16x26 I 1jr,_1 TELLERS I EL6"s- + z o BRACE KN_ H C8xll LO BRACE BTM 0. G I ( FLANGE OF BEAM CD ILL W16x 6 (HI) _3_N\� I J ! I III 6 6 (LO)lcn L - — - - — - - — - - — - - -J DRIVE-UP ELLE 8 �� / ��v jx UJ F I rn � � � 117 �� r ��v %�L I - - - - - / rJ V I U F x 2 1 x V�AITING AAITING r2 ! I —� ♦ 04 I V 1 _010 31: 8 GA. GALV. Z14 AREA AREA '04 I I I I C-4 11Y" DEEF, 18 GA. CA LV. it to - - __11 ­ — - - — - - — I V_ #iA Ll ROOFDECK 9 % MEAL OOF Df'CK -0-8 x >; + co W W-- 11 1 XxSs'S ( {� L.0 to 61 7 x IR 1 U-) elo N W I V) COFFE 11 I MIGHT El Wl8x35 COFFEE__Q Wl 8x 35 110 o uj "'e' x _j LJ _j Ld 'DOIN J ':Lj _j BRACE Lo n .-I uj J CL M. COUNTqR r8 —A NTHR >; I -4 I h+ "I UJ BTM. x N si. co FLANGE —4 0 '­ x Wl )%f I A __4gugr) 1 1 1 1 NE LO- LO BY Wlr;u4Q LO__ Ry ft I U 1-10-ISI 10 co I I poll E r4 18K5 MOMENT 10' . 1 • R c REETr- CONNECTION C14 102 (TYP.) X ORAGE 102 OPP. HAND 2 13 11.5 - 5 Z\�ZJ4 rL= 3 EQ. SP. 1,�" DEEP, 18 GA. F.S.0 #2 #1 F.S.0 #2 F�7s.o #1 GALV. METAL 0 z < z ROOF DECK MANAGE F104 x _cN 0 0 LL > 0 uj Ln Lo Lf 1 1101:1 u u f-) I Lo 5 F- C. 15 VESTIBULE VESTIBULr: U. t: x i I - ( UJ < Z r. —4 _j I Wl6x26 (HI)I 1 00 1 - I — w I I I — I I I Woo 6x46 (LO)I= - 11 HSS8x6x) 'I I. I I I Q� W21 x50 (H I) (L-Q) L X. --Wx 75 HSS 3k 344 wl I I BRACE-a- 16 0 - L x14 7�5pX&4__ =AHSS5x5xy4 ^I 4 Ir- - F I x I — 7HSS5x5xY4 r T- 1 O BRACE Lo 6 4 x I I 00 OR I J >; LJ c� uj 11.0N Z - AI W �j 1 0 1 1 C8xl 1 04 1 1 1 UJ 0) Qz-.4- lq�:-* — �z 1 2 > 0-4 --> 04 to 'C14 104 to 10 l'-5111" 10 1#-5'0 1 111►, r- lim— M I-011 #_Vo I-i Ott 0_1 it) t- it P-in P_i Ott pp CN 13 10 3 19 1 00-2to 3 2 2 3 1 ot-23" 3'-11"-. L 2'-2 0 68'-4" 68"-4p# uj u- 3f 12 11 10 69 6 6 6 6 2 6 0 < 3 LLI LOIN ROOF & CANOPY FRAMING PLAN HIGH ROOF FRAMING PLAN o z U. X6 N Y,6 =1'-0» cn ULj �` z LL o 6 o > i W0Q PLAN NOTES: z z Lj. z 1 FOR ADDITIONAL DIMENSIONS AND INFORMATION SEE ARCHITECTURAL DRAWINGS. U- 0 w 0 2 - SEE GENERAL NOTES FOR WELDING PATTERN OF METAL z CD ROOF DECK. 3 - JOISTS ARE EQUALLY SPACED WITHIN BAYS U.N.O. 4 - *-- INDICATES MOMENT CONNECTION. SEE SECTIONS 3 & 4/S-5. 5 - STEEL BAR JOISTS SHALL BE BRACED BY HORIZONTAL co AND/OR DIAGONAL BRIDGING, AS REQUIRED BY THE STEEL JOIST INSTITUTE, to0 6 - J/13 JOIST BEARING, C) co 4 HL t3 10 t CAL U) DEC 7!5 L'C'141 10 v qj L-2 n L 3 NX CONT. 12 c his 3-12 .a HSS5x5 COL. E — MTL. ROOF 5/8" PLYWOOD ROOF DECK I ` DECK „ HSS COL. T/S EL. VARIES T/S EL. VARIES I I � PLYWOOD }�" BASE IE T/S EL. 9'-8" DECK T/S EL. 9'- " UP TO 27'-8" - - --- ------ -- ---- -- �s / HSS5x5 COL. + , 8 HSS5x5 xY BETWEEN W14 + + I COL'S. Ys Xis HSS5x5 „ �" ( INFILL W/ 8" DEEP, 18 a GUSSET R S " Q C8 a EA. SIDE OF GA. MTL, C-STUDS 0 1 --f o C8 WEB SI COL. I O.C. (PARAPET ONLY) ,- " 4x4xY ANGLE L3x3xY4, CONT. L6x4x�6x0 4 (LLV) EA. SIDE � g 6" DEEP 18 GA. 0' ifs I I W/ 1-6"x2" VERT. SLOTTED ' i I R A 5 BOLT. C-JOISTS ® 2'-0" TYP 0� s ��®12" TYP, -s HSS5x5 COL. HOLE FOR 3'1 16 , O.C. INFILL W/ 8 DEEP, 18 GA. Oi 1)�' MTL. ROOF I 6 W12 C-STUDS 0 16" O.C. T/S EL. 15'-6" A.F.F. 11111 111TI11 1111111111111 11mff1TMn1 I DECK W16 W14 W16 J.B. EL. 24'-2Y2" $ 1 SECTION 3 SIDES I I EL. 20'-6 3 " I �6 S—4 SCALE: Y4" = 1'-0" ( I 3 SECTION HSS5x5 O „ " 12K U S-4 SCALE: -X4 = 1 -0 ' W14 C/) 6" DEEP, 18 GA. I ( ~ -STUDS ® 16" Q.C. ECTION w o s S 2 SECTION U I I � 1 S—4 SCALE: Y" = 1'-0" S-4 SCALE: Xu = 1 -0u z �0 L 3x 3xY CON T. 4► U � � o ' 4x4xY ANGLE .J Z 8 C4 „ � ' �� EL. 20,_6„ � his 3'®12 � -- � .., T/S EL. 10-11 �6 A.F.F. , im W T/S EL. 15'-T A.F.F. W16 HSS5x5 Z W16 4" DEEP, 14 GA. LIV4, CONT. 3 SIDES HSS6x4xy W/Y"x10" R CONT. w x c- 16" O.C. �f6 s E Cn = d �" CAP R W/4--" 0 C8x11.5 its I 11"I lull[I III 1111111[111 if 11111111111111111111111111111111111111111 lillill 111111111111 if LJ.J I: --< A 325-N BOLTS r05 E CT I N Q < TYP., EA. END " Y6 L 3x V4, CONT. 4"x11" CONT. R BOT/CHANNEL S—4 SCALE: Y4* = 1'-0 , EL. 9'-0" A.F.F. 2-L3x3xY4x0'-3" 6" DEEP, GUSSET �i6 his C5x9 A. C-STUDS TYP. his �► Lu 01 2 ® 16" O.C. to T/S EL. 12'-6" A.F.F. 6 HSS 3x 34 (0`4 SECTION Y"x10" CONT. R " STIFFENERS 0 BEAM HANGERS 3"®12" HSS5x5xY BETWEEN COL, 0 PARAPET, S—4 SCALE: " = 1'-0" -- hi HSS3x3xY TYP, SEE 5/S-4, SIM, s T/S EL. 10'-11IY16" A.F.F. W18 JOIST O _ � T(6 VT012" 0 0 to GUSSET HANGER K DEEP, 0 7 GA. CSUDS W16 0 0 IV ANGLE ® s ifs 3-12 0 16" O.C. i10 I ' tY" MTL. L 3x 3xY4, CONT, 10 W16 , ► ROOF DECK 10 _ � I X6 T/S EL. VARIES 10 6" DEEP, 16 GA. 12 SECTION C-STUDS 0 16 O.C. ' --- W18 ; 4" DEEP, 18 GA. C-STUDS � 16" O.C. - HSS �� SCALE: —4 " = 1'-0" TYP. EA. 1'_0" W14 s END U) g y"x10" �_��cl CON T. R i t GUSSET, TYP. L 3x V, CON T. Z /'000 7 SECTION e o 3: u 6 T01 2 SCALE: Y4" = 1,_0„ --------------- Xis 0 Q $ S 4 a .� L- > � 10 ,° 0 .� 0- C/) JOIST - W Z Q •� W18 HSS5x5 EL. 20'-6" W14 I W O s 11 Y" STIFFENER ® 48" O.C. 6" DEEP, 18 GA. b _ L3x3x'4, CONT, C-STUDS 0 16" O.C. oSECTION 11 SECTIONSECTION 9 SECTICNriL3(V, CONT. Z Y6 3"012" S—4 SCALE: " = 1'-0" „ " S-4 SCALE: -" = 1'-0" S-4 SCALE: X" = 1'-0" 1Y2" MTL. S—4 SCALE: Y = 1 -0 ROOF DECK Q �18 . T/S EL. 15'-T A.F.F. " DC B A Z) 4 DEEP, 14 GA. „ C-STUDS 0 16" O.C. C B 4 DEEP, 18 A �. M W16 GA. C-STUDS CN 6" DEEP, 18 GA. + 6" DEEP, 1�8 GA. 0 16" O.C. M LNV4,� CONT. C-STUDS 0 16" O.C. ` +\ C-STUDS ® 16 O.C. + + + + ' ++ J L 3x 34, CON T. U. X"01" CONT, R. _ - - _ + �� 4" DEEP, 18 , n/ _ „ GA. C-STUDS + 4" DEEP, L.L. U yl 3'012 his �6 3"®12„ �`+� ``\ 16" O.C. T4s 3"012" / +''' GA. C-ST W � 16" 0( W16 JOIST � � T/S EL. 12'-0" A.F.F. L3x3xY, T S U ------------------- ------------------------------------ ` ` ' T S CONT. , VARIES LO Q VARIES Y"x10" CONT. R W W16 U Q T/S EL. 10'-111Y16" A.F.F. ��� �`� Y4" STIFFENER Q LL W12 �� R 0 48" 0.C. ��++' Xs 3„O12" w 0 W18 JOIST - — -------------- a = W m his , 6 DEEP, 16 GA. + - _ _ _______________ _ Z Z LL z ' C-STUDS 0 16" O.C. C5 HSS6x4xY, Ic Z 00 J ' " 4 DEEP 18 CONT. �0 Q 4 DEEP, 18 , 0 1= 3: GA. C-STUDS v W GA. C-STUDS i " o6 v W Z ago ® 16" 0.C. i 16 0.C. L 3x 3xYxO'-3", TYP. 6" DEEP, 18s 6" DEEP 16 GA. C-STUDS GA. C-STUDS ® 16 O.C. � �� HSS8x6x� " C8x11.5 016 O.C. i C5x9 � 3 SIDES TYP. 16 3 SECTION 14 SECTION 15 SECTION 1s SECTION S—4 SCALE: Y" = 1'-0" S—4 SCALE: Y4" = 1'-0" S-4 SCALE: N" = 1'-0" S-4 SCALE: �" = 1'-0" a 8 d- N a b c 'a o c 6" DEEP, 16 3x 3xY4 CONT. 7 HSS COL. HSS COL. GA. C-STUDS BENTTYP, It ® 16" 0.C. �i L5x5x�x0'-3Y4" 4" DEEP, 18 GA. ' I C-STUDS Cil 16" O.C. ' ' TYP. HSS BEAM, �s v 0 W•W•F• 4 CONT. i I Y4" SHEAR SEE PLAN EL ' ' � • SEE GENERAL :X6 3"®12' i TYP le NOTE V.I. FOR x x x x x x Y4" CONT, FE i ' JOIST, SEE i • BOLTS z W/L 3x 3x Y4, CONT. PLAN (TYP.) ix �� BEAM, SEE PLAN GUSSE AT BRACET r�\,�\r\\i\\i\\r�\��\j,�\j,�\ o Z o0 Y Y4 L2�x2Y2A4 BRACE L5x5x�x0'-5s/" TYP. SEE PLAN FOR EACH END> _6 BEAMS AND JOISTS (2)-#4 CONT, csz �l -r Trl__�_ YP, BEAM, SEE % PLAN, TYP. TYP, WIDE FLG. BEAM TO HSS TYP. HSS BEAM TO HSS O COL. MOMENT CONN. COL. MOMENT CONN. U SECTION z SECTION ('3" CD SECTION SECTION 5 -- — SCALE: _ 1► ►► — " _ _ " W Z S-5 SCALE: �a„ — 1►_0►, S 5 -- —o Sj SCALE: �4 l'-O" S—j' SCALE: �4 - 1 -0 \,S-5 SCALE. �'a - 1 -0 O U z o � w M 2 3 4 2 3 4z S N 304 BENT fE 304 BENT FE m w z SLOPE C� U V; his SLOPE his x T/S EL. 18'-2" A.F.F. T/S EL. 18'-2" A.F.F, LLj 0 � Ell, Z E3 C B A C B ALL C� wCL W16 W16 4" DEEP, 18 4" DEEP, 18 JOIST JOIST 6 DEEP, 18 GA. GA, C-STUDS 6" DEEP, 18 GA. GA. C-STUDS C-STUDS CSD 16" O.C. ® 16" 0.C. C-STUDS @ 16" 0.C. , �. Lu CSD 16 0.C. I ' i i 3�6 L6x4x5/sxo'-4" (LLV) EA. co \ L 3x 3xYa, CONT. ; I i SIDE W/ 'Ys"x2" VERT. ;is I L 3x 3xYa, CONT. I I I ► I , ►, I SLOTTED HOLE FOR 4 0 I \ \\ \\ I A325 BOLT. T S ' t! ------ T/S � ` VARIES ` \ VARIES 6" DEEP, 18 GA. ' ++' C--STUDS ® 16" O.C. r W21 W21 ,'� 6" DEEP, 18 GA. i 6" DEEP, 18 GA, --- - - --- ---- - + ------ --------------- + i+1C-STUDS 016" O.C. I C-STUDS @ 16" O.C. lk I 4" DEEP, 18 1 4" DEEP, 18 GA, C-STUDS GA. C-STUDS ® 16" O.C. C9? 16" O.C. r' ,'' i HSS8x6x SEE SECT. 4/S-5 FOR HSS , HSS14x6xY4 HSS14x6xY CONNECTION TO WIND POST DEEP, 16 6" DEEP, 16 f GA, C-STUDS GA. C-STUDS „ / - - - - - -- ,► - --- - I Z ® 16 O.C. ; 0 16" O.C. B/S EL. ll'-O" A.F.F. ++� � � I B/S EL. 11 -0 A.F.F. I � _ � p O z . HSS8x6X3 0 J O HSS6x6xY4 LL > F- $ WIND POST p 0U SECTIONUJ W s SECTION (0o. g S—5 SCALE: %'4 = 1 -0 ►, SCALE: 4►• = 1'-0" - LLU <a. Z ° �� wa0 8 SECTION 9 SECTION S— 5 SCALE: �`a" = 1'-0" S—rj SCALE: 'a" = 1'-0" Z 0 Z F— C) � � HSS5x5xY4 BETWEEN HSS5x5xY W L BETWEEN 0 s ( COL'S. 3�s I I COL'S. Lui L 3x 3xY4, CONT. s I I I I L 3x 3xYa, CON T. Z 1 M TL. II Y ROOF DECK 0Y" MTL. U ROOF DECK Q NOTE: C-STUDS NOT n -3 J.B. EL, SHOWN FOR CLARITY. his SEE PLAN HSS 3Y X 3y xY4 © ENDS OF 0 Y4"x10"x10" W/(4)-Y2" PARTIAL HEIGHT WALLS w NOTE: C-STUDS NOT �63"®12" x6 HEADED STUD a W I I SHOWN FOR CLARITY, Y"x13" CONT. FL �I I ANCHORS ® 7" O.C. ¢ LL 4 c � 4" STIFFENER I X X x X X X X a O R_ ® 48" O.C. o u I I I i W HSS5x5 COL. HSS5x5 COL. I I I 1'-6" 3-x#4 E.W. (x 1'-6") ri"oo SECTION 11 SECTION rT2 SECTION Lo I to SCALE: 1,_0„ SCALE: 3 4 — �" _ �j—cj SCALE: �4" = 1►-0" �L5 � o v VOID c .a c V 2% c v $ g V F-- C t1 8 L H 5 9 K M C° B B B B S-6 S-6 S-6 S-6 z W12x22 W14x26 W14x22 W14x26 0 H U `* c L0 hmss 0 '` tis IK ti °` tis 0~.. U) xLr) L0 U h} f © Ln huh S�+ Ln �n +h Sss �) � huh ss � W O A = ��� 1 = A OPP. A = ��� S+� i A OPP. A = ,r`��'h +`f+; = A OPP. A i ,�`''G' S+� = A OPP. U S-6 S-6 HAND S-6 S-6 HAND S-6 S-6 HAND S-6 S-6 HAND z • cri 0w T/SLAB = +0'-O" T/SLAB = +O'-0" T/SLAB = +0'-0" T/SLAB = +0'-0" U 0 w � z 8OD ("A ELEVATION e ELEVATION K'"co ELEVATION D ELEVATION z U S-6 SCALE; 1/8 = 1 -0 S-6 SCALE; 1/8" = 1'-O" S-6 SCALE; 1 /8" = 1'-O" S-6 SCALE; 1/8" = ll '-O" _ w o N W o aLL< Li QLW � N-9 1 OACOS°S Lu s I z I %" THICK 0 z I s I I FPLATE 0 -j O COLUMN p Q _ I i / / T.S. > v a� wm �� .g I I � / DIAGONAL BRACE p � � b CL 1cf) 2 Hr. 1/4 I I / / W O 0 LU < 1 A' .� W P I W.P. 14 BEAM Z 1"x9"x1'-6" BASE \ 0 _ I PLATE W/6-Y4 GUSSET PLATE ERECTION Z 1/4 HEADED STUD ANCHORS @ �. BEAM / / - , BOLT, TYP. // / �� 04 3 / HSS5x5 WLL J 1/4 404 Tom' BRACE, TYP. _ U cro UW A DETAIL e DETAIL m S—6 SCALE; 3/4 = 1 —0 \L-6 SCALE; 3/4 = 1 —0 0 z w g U Q 0LL Q ui M o U W U z Z F-- Q z m QU 'S r+ m z co 1 co CD U) o M CO 0 a vola 0 2 0 CL x FA %i SCHEDULE MECHANICAL SHEET INDEX x IIzj SE3 ECTION DATA DATA FERAL DATA ------- .MOTOR DATA Mo.I MECHANICAL N 0 T E-S, LEGENDS, AND DETAILS �W_IGHT DIMENSION,,, TAG SERVICE AREA MANUF.(*) MODEL CON 1--1 G. ESP ("WG) S 0 N,E'z3 H p RPM DRIVE VOi.*TAr.11 j (I o N TR CL ACCESSORIES It-BS) L%W"�-,­I, M2,1 MECHANICAL PLAN EF-1 TOILET GREENHECK SP-6 CEILING 100 .375 3.0 40 WATT 1500 DIRECT 120 18xl C > /1/60 6 2X8i LIGHi !NTERi OCK 1,2,3,4,5 M 7.1 MECHANICAL DETAILS C) '0 EF-2 TOILET GREENHECK SP-6 CEILING 100 .375 3.0 40 WATT 1500 DIRECT 120/1/60 6 18X12X8 LIGHT INTERLOCK 1,2,3,4,5 EF-3 SERVER GREENHECK SP-6 CEILING 100 .375 3.0 40 WATT 1500 DIRECT' 12011160 6 8X12X8 THERMOSTAT - 1,2,3,5 0 C '0 MECHANICAL NOTES 0 APPROVED EQUAL MANUFACTURER: COOK, PENN, ACME ' ACCESSORIES NOTES: GENERAL FAN NOTES: 1. PROVIDE GRILLE COLOR PER ARCH. SPECS 1. MOTOR STARTERS, DISCONNECTS AN.: ALL EQUIPMENT NORMAL. POWER WIRING 1 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE 2. PROVIDE BACKDRAFT DAMPER BY ELEC. CONTRACTOR DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, (0 3. PROVIDE INTEGRAL GRILLE 2. FIELD ADJUST OPENINGS WITH STRUCTURE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING 4. PROVIDE TIME DELAY RELAY TO ALLOW OPERATION 5 MINUTES AFTER SWITCH IS TURNED OFF. 3. COORDINATE WITH ELECTRICAL CONT,'�,A�".I'OR BEFORE BIDDING OR PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 908, 91 & ANSI B-9.1 MECHANICAL .0 (0 5. PROVIDE ROOFCAP ORDERING ANY EQUIPMENT. REFRIGERATION. 4, SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER AND AD[ATIONAL INFORMATION. z COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 0 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. U) 4. THE CONTRACTOR SHALL SUPPLY THE DBC PROJECT MANAGER WITH 2 SETS OF "AS-BUILT" DRAWINGS AND OPERATION & MAINTENANCE MANUALS FOR ALL EQUIPMENT. z AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE uj 0 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL SIX [6] COPIES OF MANUFACTURER'S C) 0 DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. z 0 CONDENSING UNIT 0 U) .1 __ --- i 6, ALL. MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL 01f CU TAG MANUFACTURER & MODEL NOMINAL TONNAGE CAP. STAGES (S)EER/IP[-V REFRIG./LBS LIQ./SUCT. NO. FANS FAN FLA(EA) NO. COMP. COMP.RLA(EA) VOLTAGF MOCP WEIGHT (i-9-S) 1. x W x H IN NOTES 0 BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. 0 to W_ e4 CU-1 ALL EQUIPMENT SHALL BE UL OR ETL LISTED. w CARRIER 38CKC036 3 1 10.5 R---22/4.63 3/8 3/4 1 14 1 16.0 208,1 4/30 '29 22�5X22.5X26 F_ C14 CU-2 CARRIER 38CKC060 5 1 10.5 R-22/8 31 3/8 7/8 1 1,4 i 28,9 208/1 3 7 5'60 .3 1 30X30X34 Go _7 ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL 3 7. /6 r� REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER CU-3 CARRIER 38CKC060 5 I 1 10.5 7).JI 3/8 7/8 1 1,4 28.9 208/1 23; 30X34 (n ALL FLEX TO BE R-6. w w z ')7. -4 /8 1 A 2&9 :20811 5/60 2,� C U CARRIER 38CKC060 5 1 1 10.5 1 R 2 2/,1�4. 8 Z AIR HANDLING UNIT 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL 9 a r r) In .............. WITH SEALED SEAMS AND JOINTS. %Now w 04 X AHU TAG MANUFACTURER & MODEL TOTAL MBH SENSIBLE MBH TOTAL CFM O/A CFM E_-),p.("W.G.) ENT. DB/Wir3 LEAV. DB/WB ROWS/FPI IF-AN HP'/FL's HEATER KW VOLIAGE/1*41 MCA/MOCP�WEIGHT6�LBSjdx W x id (IN) NOTES &)_ C14 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. TZ 00 AHU-1 CARRIER FB4AN036 32.1 28.7 1350 100 0.5 77.0/64.1 57.4/56.1 3/14.5 1/33 7.5 208/1 53.8/60 118 :8Y23X5D ui o AHU-2 0 50.8 41.1 1 70C 250 0.5 78.4/65.3 57.0/55.8 3/14. 7 -/4 7.5 208/1 53.3/��_o T 167-- .j21.X23X54 Cr ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CARRIER FB4AN06 CONSTRUCTION WITH EXPOSED SURFACE OFF MITE BAKED ENAMEL FINISH OR AS 6 --208/1 1 4/ "t- 167 22X23X54 z 0 AHU-3 CARRIER FB4AN060 51. 41.6 1900 280 0.5 77.7/65.3 57.4/56.3 3/14.5 3/4 5.4 11.34_ SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE AHU-4 CARRIER F84AN060 50.6 40.8 8i 2ZX23X54 OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 1850 310 0.5 /8.4/65.3 57.0/55.8 3/14.5 3/4 5.4 7.5 208/1 71)0. uj _j NOTES: "Il. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM -COOL-AUTO- HEAT-OFF" AND FAN "ON-AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS U) 1. UNITS RATED PER ARI 2110, 240 AND 4270, APPROVED EQUAL: AAON, CARRIER, LENNOX, TRAM' RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 2. PROVIDE WITH THERMAL EXPANSION VALVES, LIQUID I. FILTER DRYER AND MULTI-ILISE SERVICE VALVES uj 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER ANO MIN. 5-YEAR WARRANTY 2. REFRIGERANT LIMES SHALL BE COPPER, TYPE 1" HARD DRAWN WITH WROUGHT COPPER 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AN'D OVEF� TEMPERATURE PROTECTION. SOLDER-JOINT TYPE FITTINGS, USE 95/5 SOLDER. REFRIGERANT LINES SHALL BE SIZED AS PEF MANUFACTURER RECOMMENDATIONS. 5. PROVIDE WEATHERPROOF ELECTRIC ClOiNTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE SINGLE POINT POWER ENTRY A`0,, HEAVY DUTY NICKEL-CHROMIUM ELEMENT HEATER 13. 3/4" ARk4AFLEX INSULATION SHALL BE USED FOR SUCTION LINES, FILTER/DRYER AND 7. PROVIDE 2" THROWAWAY, MIN. 30% EFF �-i',_fER AND VIBRATION ISOLATION FOR AHU SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 8. PROVIDE SPLIT FACE COIL WITH BOTTOM OF COIL a'C­IFIVF FOR MULTIPLE CIRCUIT SYSTEM rOORD!NATION NOTE. TO PURCHASING, 14 ALL BRANCH TAKE-OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS 9. PROVIDE DISCONNECT/STARTER BY CONTRACTOR FOR U. COORDINATE PRIOR MSCI-iANICAL CONTRACTOR SHA!._. 10. PROVIDE FACTORY THERMOSTAT 10 MATCH CAPACIT Q T AGES (PROGRAMMABiL.L IF REQUIRED) F % U I R FM rE N T S 4ND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS ..1. k� WITH EXTRACTOR AT ALL FLEX TAKE-OFFS. 11. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED PY MANUFACTURER, NOT TO EXCEED 150 FT. EQUIV. LENGTH AND ACCESSORIES WITH ELE.C'1 NID INSTALLATION AND SHALi.. BRING ;:�,NY A!1,_NT!0!',, 0V ,-Nr',INEER FOR LONGER RUNS COORDINATE WITH MANUFACTURER r"RilOR -f-0 PURCHASE OR ANY WORK. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING _11-117M. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. i✓ PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS P�,R klD AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL SMOKE T CFM _Oc,S SA�\LL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH C" DULE [E Ci I AIR DISTRiS�:I.TION CON'RACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON AIR BALANCE SCHEDULE SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND COO T ALL AIR MOVING r�__QUIPMENT SERVING THAT COMMON PLENUM. 1'AG MANtA�. MODEL FACE SIZE NECK SIZE FRAME NOTES OUTSIDE R MAKE-UP AIR FXHAI-ST A!R' AREA EQUIPMENT SUPPLY AIR RETURN AIR OU" DE Al J_ T _7 SERVED TAG (CFM) (CFM) (CFM) (CFM) ' 'CFM ROVIDE. rYPE "B" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE '.1 0 R T VV S, S ATE.,, WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION A TI71Uc TMSA 24X24 SEE SEH. _Cm IN _4_ F S, FLOOR OR ROOF SLABS AND AT O/A INTAKES. PROVIDE RADIATION U) C r_ 101 VIESTIBULLE AHU-1 1350 1250 100 1 X x _w VF" :��S IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, -:Cf, 1 0 too !dA 31" -- D F-­-a(3 + F B li.TUS T��SA 12X12 SEE 5; -IN OP(� L 7' S OR rRILLES RATED FOR USE IN THE CEILING ASSEMBLY. Lu t - JIFFUS� z 2 102, 109, 108 MAIN LOBBY AHU-2 1700 1450 250 x E:5 m3 I _'ITUS TMSA 12X12 SEE SCH o 7 SHALL PROVIDE AN INDEPENDENT T & B REPORT PER FLORIDA ENERGY CODE HVAC k�'O;TRACI�i 918V - Z T 4-'!0-'!.Ai7;­D.4 FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. 103. 104. 105, 117 OFFICES AHU-3 1900 1620 280 X x I I i W < z 0,1 0 TH!__ AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL 00810 11"IFUS 5%0FI`_ '2 4 X 2 4 SEE SCH. ALUM I-AY-IN OFi- WHl�_'E 0 8.0:5 ot. `:"TANDA�,"DS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES LL < -0 EL A �_'Tus 5OF!" SEE SCH- L.AY-IN OFF WL4,!'f AND EXHIAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (7) FROM > C) a. Vii:=.V. 125, 126 LOUNGE, CORR AHU-4 1850 1540 310 X X .1 2Xl 2 J E 0 0 >'A 0. -.-J- . - :. 11...... 7SUPPLY 'jRILLES AND EVAPORATORS. uj "0 4mm -0 123 MENS RESTROOM EF-1 X X X X 10() C__ w) U) a. 0 A Lo 5,0 'I VAI & B, NAII 0 -X SCHELAiLli ' iAERM,D,_,,`FAT LOCATION SHALL BE APPROVED BY THE DBC PROJECT MANAGER AND ENGINEERS 0 30 EQU _ENT MANUFACTUP'_',- TITUS, METALAIRE, CARNI F L.E < EL U) Im S'�.o 122 WOMENS RESTROOM EF-2 X X X X 100 Onc ki-ASTALLATION. INSTALL 48" A.F.F. PER A.D.A REQUIREMENTS. W < Z '6 _j > GENERAL NC)TL_S: 50--125 CFM 6 LU C 0 '0 10 2 1. ALL !NSOLATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. xm CL F.127 SERVER EF-3 X X X X 100 1. PROVIDE SPIN---IN COLLAR WITH VOLUME DAMPER AT 1RUNK -1-J FLEX DUCT CONNECTICIN (SEE -.,j''. i 6 2 2. PROVIDE TYPICAL 4---WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLANS. 130-200 CFM CL 0 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 1) PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' TOTAL X 6800 5860 940 X 300 1100'� 205-- _330 CFM CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE 4. FINAL COLOR 'Z")ELECTION SUBJECT TO ARCHITECT APPROVAL, 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. CLEARANCE PER NEC. BUILDING IS 940-300=640 POSITIVE WHEN ALL EXHAUST FANS OPERATING 6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNk0'0NDI1iONED SPACE i201) 335-450 CFM 23. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ 7-1 455-700 CFM !N CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND z SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE 0 FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO 04 ADDITIONAL COST TO THE OWNER. z cr) OUTSIDE AIR CALCULATIONS MECHANICAL LEGENU Z) < (PER TABLE 2, ASHRAE 62-01) 24. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, 0 FABRICAI'ION OR INSTALLATION OF MATERIALS OR EQUIPMENT. cc 0 AREA SERVED NET OCCUPIABLE MAX. OCCUPANCY TOTAL NO. VENTILATION RATE TOTAL CFM NOTES SUPPLY AIR CEILING DIFFUSER _j OR UNIT TAG AREA SQ.FT. P/1000 SQ.FT. OF PEOPLE CFM/P OR SQ.FT. 0 REQUIRED 25. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE U- CEILINGS USED AS RETURN AIR PLENUM. IF SPACErWTH RETURN AIR PLENUM OFFICE 840 18 REIUPN AIR CEILING GRILLE �'IMOKL L)LTECTOR Fn If 20 360 1,3 HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. Lu 0 MAIN 1815 17 20 340 1,2 WALL 'LOUVER EXHAUST 27. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF C0 (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS L) WO!'R'K ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND F,_IRE DAMPER NOTES: AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR z �,�I!DE R 0/A) D U C TWOF�K (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCUPPANCY RATES PER ARCHITECTURAL PLANS AND ASHRAE 62-01. VOLA"'AE CONTROL DAMPER 15� j NON-OPERATIONAL PERIODS OR AS AGREED WITH OWNER. 0 "'j�-' Q Q .W FIF ";J(-'T VENTILATION RATES PER ASHRAE 62-01. LL (EF) LEXH.�-JIS1 FAN 98 CONTRACTOR SHALL DEMONSTRATE OPERATION & MAINTENANCE OF PRODUCTS TO OWNER 2. FOR ASSEMBLY ROOMS, CONFERENCE ROOMS AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON PERSONNEL ONE WEEK PRIOR TO DATE OF FINAL INSPECTION OR AS DIRECTED BY THE DBC Lu INTERMITTENT OR VARIABLE OCCUPANCY IN CONFORMITY WITH PAR. 6.1.3.4 OF ASHRAE 62---.)'. ------ �)ROJECT MANAGER. U) UUL L w ILL w 100 3. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY 0 F_ Z z Z LL F- C < 0 "K QT C:) C0 Z PERMIT ISSUED CONSTRUCTION. ISSUED KAMM-C'O'NSULTING PROJECT 2005-1065 PROJECT MANAGER: SCOTT MERIWETIMR 6859 Belfort Oaks Place Jacksonville,FL 32216 m m Phone 904.285.2009 Fax 904.285.3009 cormum wwwkammconsulting.Ipon� Certification of Authorization#8189 09-14-06 0 U) Robert L.Connors,P.F. Florida License#52824 0 M -w 00 signed 0 C:) 0 TAG 0. M2'1 M 7.1 I I MCA 21-. v 9 C0 a x x V � d C � � Q20 MEN CORR.1; OR ; [j:2124 LOUNGE_ r 126 EF m A A v 6"0 8"0 UP Tfl 80 575 ROOF CAP. _ ""--8"0 UP TO R ()F FICE R CU-3 C RI OR ROOF CAP. °c �p 0 WOMEN 128 EF 12 5 o, co 20X18 1 X X STORAGE A u/c [�l29] 305 z �t O QT F- A A SERVER EL7EC. _ 1.50 U CASH VAULT COUPON 127 � s0 W 0 18X16 18X14 12X14 U U Z � __R o � INTERNET ,__.AF o W LO 11 �, z 8 OD WAITING A �._S • � � S F>. B()XF-� X257 340 118 N I -' V W CHILDREN AREA '-'— v M x112 j W U � cc _ C ) Q 3 WORKROOM --1 1J J TELLERS , A L116 115 � — 325 W R O r- x WAITING CD DRIVE--UP CHECK DESK 111 TELLER C 117 340 AREA A D-0-il s 300 N , x 8"0 UP TO COFFEE ROOF CAP. X 300 330 oU 4) 300 x AHU-2 o DRIVE-UP LANDS 8X10 16X1$ LOE?R". $ r S GE -- - 26X14 Cf) C ; 106 GREETER L_� P S W 3 r. 102 Z c � `oEoz' 12X14 B X _ O Z 4 c 80 14X14 co ,, %�,�. Q Z 0 o C cr e7 O O_ R � Ll.. o •� a s O Ae MANAGER `� 500 sa0 W �$CL a - v a - _ F S.C :% i .S.O #1 4 Q a c•- c c } _ 1 t,3 VEST(BULL W Q Z it o c $s i . �4 (ON :1 o iF) ! --_ _ o 2i5 - -- 6"� UP 7U -^ j W O p �__ ROOD~" CAP. _ o � U U � a E o V.5 30X1 16X16 �A 575 14X14 14 1 ` -K.. .� w.,. \-8"O UP TO ROOF CAP. co ■ M , tV M 0 LLU W � � m z LL Q a U > �e,�Dewe � � 1 b Z LL W �0 g O 0 'M E I _f C� CL = z AALNLAN _ J L) W a NORTH o U Q ,tir X006 � z Im RNAT�O d = 00 W PERMIT ISSUED - ' W Z � CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,VL 32216 Phone 904.285.2009 Fax 904.285.3009 a ttsu www.kammconsulting.com Certification of Authorization#8189 09-14-06 o Robert L.Connors,P.E. Florida License 952824 �dat 0 M signed co t o i i a� 0 v C x c a x L��=;K.Ih�C; �'_Jr`,L�I;:AN"► _._.. .._.__.___. GALV. STEFI. ROD OR E ULU0W TG HE EXPOSED --------___..._—__—____ STRAP SUPPORTS PER �U / SMACNA STANDARDS FLEXIBLE- GUC"I CORNER ANGLE �. , 1HK. iNS"_1I_Aj3,uIN �, �----- MAIN SUPPLY AIR ; > SELF FLASHiNC /� VAPOR BARRIER —_._--__ / DUCT, SEE PLANS FOR v 0 TURNING VANES BASE---- --- �/ L�fAY: P.UI`! 1 t,' / TYPE AND INSULATION NYLON (I NYLON DRAWBAND AND rfF- 10 [---SPIN-IN O � NSCOOP &FITTING WITH MASTIC AT EACH CONNECTION � AIR DAMPER SUPPORT) --------- \ — — _ c O i SQUARE TO m 2'" WIDE METAL BAND ROUND \� INSECT SCREEN SUPPORT " ADAPTER I � GYPSUM BOARD 0 Lru / � — CEILING J 'ANG1 J� t 7777777:7::;�q. � TURNING VANE Sc�IJARE T(? Z _ O _________ I 1-1/2" X 1--1/2" X 1/8" GALV. HANG ALL DUCT PER SMACNA STANDARDS CHANNEL- �\ � ROUND ANGLE OR STRAP PER SMACNA U ADAPTER H SPLITTER '� I NYLON DRAWBAND AND LOUVERED FACE CEILING DIFFUSER v� DAMPER �, \ j MASTIC AT EACH CONNECTION W O BLADE ATTACH DUCTWORK 10 CAF' SEAL _ -- ----— PROVIDE THERMAL INSULATION BLANKET U U � _ r IF INSTALLED IN UNCONDITIONED SPACE .77 CHANNEL STRAP & SADDLE (SPUTTER ,� O O NSUSPENDED ?YPt - LOUVERED FACE CEILING DIFFUSER 0 NROD W LOCKPER CONTROL CEILING `,','`STEM WITH 2' X 2' LAY-IN ALUM. PANEL _J Z g o V m w W Z HVAC DUCT DETAILS_ F z 0 0 ROOF TYPICAL DIFFUSER DETAIL CD = W � 'n M NOT TO SCALE �T `40T TO SCALE C NO z0 SCALE W-M o , U 5 Z N WLZI _ VU/ ul � y o Q iQ � -'`-� ALARM SIGNAL (+) AUX POWER :D:D _ �. T , t - ___ _. DUCT DETECTOR PA400 (OPTIONAL) XW f r,U lNi: AND BASE WITH N f J1U.L_F_�':Rig. DH400ACDC AUDIBLE ALERT ` IIA"� :,`,G ".�'. ;7r i�:"10R. i 2U/24VOLTS. TRANa"C)RMF LUVAlI ED 'N ' ''TOR HOUSING NOTE: REMOTE STATION LOCATED NEXT THERE CAN BE NO -+-- — —`^ VIBRO-fSOi_.A ri:)I TO THERMOSTAT OVERHANG OR 3/8" ALL HE'f-Af) z OBSTRUCTIONS), TO „ ,� _ _ o AIR FLOW DIRECTLY _ ALARM SIGNAL ) -.. -' ABOVE CONDENSING -- - - SUCTION &I C�`L1� -J _L' _. _ __ __.._...... _.-__.__ .__AVAILABLE POWER INPUTS R m UNIT. 0 LIiJE SIZE PER 1 s 12 13 14 AUX POWER (-} s - /A LUC li -- ---_ -- _ - _ i ii I t f'�:�VIi�F r:.'" ��: r...�JU iNIERCGNNECT & � MAr�lUFACTUREN ;,�� ;I; ANC �; F 2" X 2" X 3/16" STEEL ANGLE +� �t ilJ A: '. i)uC; TEt_, t�r?� '�F< 1L)l..,iFal F l)NITS. - -" - :_I'---- -- - --_-�--_______._._._.____.___-.- i IF 4 N'r U,f,,� r� ? ,! A,;�Kl CONDI i f CSN ALL WILL � � I � DUCT DETECTOR RA400Z (OPTIONAL) X WITH 3/8" BOLTS TO BASE OF - - - -----._ ___.._ t,,.;3iVA1E U,. ��;?TDGWtJ DH400ACDC REMOTE (LED) Li UNIT AND 3/8 SLEEVE ANCHOR �'-�aP�Y' �i)!:1 I %�� '�U .J ANNUNCIATOR " I ,. i C 24 INTO CONCRETE PAD. (TYPICAL It !� , r. < <;:f{ CAI-. TK ,•4,i"GIS SHALI_ i:UOR �INATE I VAC TWO SIDES i RE i URN DUCT �! .. ! C _ ) i� � � �.t�i)r �' ��wl-: W!",�' Mk_ChANI.'A� CONTRACTOR. ' CU-1 �:. SD �,`' ?(�is d %�' :;1 I.CCA.Tt01v O� s S i AND RESET # 220,/240 L.E.D. ALARM INDICATOR TO BE MOUNTED I ' _,, r - ,•, VAI; ON CEILING DIRECTLY BENEATH SMOKE .. ; ,Vk i > ^:i_, r,i->�.,�,, Wilk' THE OWNER AND/OR I a) 4" MIN. SLAB TO EXTEND A. MINIMUM -- --- ( a �' 'Ii `T. ALARM AUXILIARY CONTACTS DETECTOR CONDENSATE --- — ---- FOR FAN SHUTDOWN ETC, OF 4 BEYOND UNIT ON ALL DRAIN. 1". �1G- DELVICr_ H/�:> THE CAPADILITY OF BEING ' SIDES. ::ONr�F_r:" c-D TO A FIRE ALARM SYSTEM IF REQUIRED. 15 16 17 18 19 20I N o N a . I `�. 12�DV rUhdTRUI :;IRCui T REQUIRED. SEE SPECS. ALARM SIGNAL (+) s CO r ; u GRADE d. — MINIMUM 6" ABOVE GRADE _JL� ___—I'._= __— F:�R ADDITI(. NAL P I � �'LD -_ 0 c .. OWEf-� SUPPLY INFORMATION �—__-- -Li ____-__..._.--_`.��___._— N.C. C. N.O. N.C. C. N.O. s 2:31 CEILING S:_C;nNDARY GRAIN PAN 5, ! uf� WIRIN:� OF A�JXILIAFi'i DEVICES, REFER TO AUX POWER (-) W FILTERBACK GRILLE SGIPPOR i �'AN FPCM UNIST,< i MANUFACIUI ER'S INSTALLATION INSTRUCTIONS (_ I_ FIELD 4 Z $-` E t m 6", 3000 psi, CONCRETE PAD 6X6 WWF aOAN TO EXTEND HEYOND 1 �'2 )N�TA.C' MANUFACTURER. I � INSTALLED UNIT 01: ,!_I_ i - - . ._. - ----- -- �- __—� ALARM AUXILIARY CONTACTS SHOWN IN RESET (-) 3 3RESET Z m�° rn SUPPORT PArq ,.; !� ) CORNERS TO Q Z , ° STANDBY. CONTACTS TRANSFER DURING 4 � UNIS-nr.J1 W/ 3RACKET. I ALARM AS INDICATED BY THE ARROWS. TEST (-) TEST —I O - :5 STUB c STUB SECONDARY DRAIN LL. � U �m,- 03.�� O t 1/2" BELOW SOFFIT OUTSIDE :5 C(04 >,N d ALARM INITIATION CONTACTS RTS451/RTS451KEY LLJ _ 3 c DOGIR. Lo- OVER ., 1/2" COND011. (NUMBER OF WIRES DUCT DETECTOR (OPTIONAL) REMOTE U) c'y L- °r AHU-0C?a ACCORDING TO MANUFACTURER) I I DH400ACDC TEST STATION Q U) Cn - o itt5�i' itCsF' 8 Y 9 v J Z o 0. o; CONDENSING UNIT MOUNTING DETAIL AHU DETAIL N.0. o o O V 0� NOT TO SCALE x[701 NOT 10 SCALE' r '"- ` '- I KEYED REMOTE TEST STATION a W U (, p n LOCATED NEXT TO THERMOSTAT. c 2 o 0° c S,2 ALARM �-- _ (+) ALARM SIGNAL I OPTIONAL ACCESSORIES �F t COMMON WIRING DIAGRAM 4UX POWER I�I FIELD ) (+) AUX POWER z 1 , Col+ � JUMPERED � i---- __..._..-�..... i Lw LJ ------- ��/-� 00 CY) - — TROUBLE CONTACTS CLOSED IN STANDBY AND ALARM. CLAW/' TROUBLE I CONTACTS OPEN WHILE DETECTOR HEAD OR POWER IS N OPTI NO AL SP E-C �,�1hJ F?� �'`^ _ � � _ 3 POWER _ _ —/ CONTACTS REMOVED, AND DURING RESET. OPEN CONTACTS Z M (SOLID STATE) I ( `� EXTINGUISH OPTIONAL APA451 GREEN "POWER" LED TO Q T EB ! i-_ _,.. . -r..�. �_ .� INDICATE TROUBLE CONDITION TO PANEL. � `i �'.' _ — -. _ f ,_ _.u.__-._� `�� _ _. � DSI r0U=3C:DC DUCT DETECTOR O ST r0P , ,� �,i[ r:' PEEZ.0 t,..�R i v;Sti ALARM AND 'c:�'STEM SENSOR" LUL t Oowr,�f t"r!�U:1t_'•iL""� ZEDS. FOR STAND ALONE i... --�,..,-- TH » : 9 A:"IJOA IONS Ot•LY A' p,451 RECOMMENDED Q READ ROD ALL �' `�;;t'ti,�� 'i '0C"_'L:P1ED A::=T,; OF PREMISES. _ v r i to iiC)N L t7WA _D 04 A NORk4ALi-" OCCUPIED ARS,-, W coU EXHAUST i METAL DLJC", � D�.��;�T �S �I�E DETECTOR WIRING DE "AIL W O A CONTROL PANEL � Q NOT TO SC;A'F uff* O I W '1 U v > i� J U- /Jo IYl , a _._._-i'YP. VIBRATION ISOLA FO's' H _U �, l';C'�r�� LLj f-- +,�? 'BBEk GROMMET' p Z Z ?' O ujQ ' -- TYPICAL CEILING CABIN'.f Q Q EXHAUST FAN WITH BACK ' = ' o Q DRAFTDAMPER LOW NOISEZ... a AND NO VIBRATION. 00 ,, ,... Z W m PERMIT ISSUED E f �O w Z s ----FRONT ACE GRILLE WIIH H CONSTRUCTION ISSUED - N F F AS11NING SCREWS KAMM CONSIJI.TING PROJECT#: 2005-1065 -- - --- — -- c' HFtiJS I IAN HANGING PROJECT MANAGF,R: SCOTT MER.IWETHER BRACKET ADJUSTABL.F} . 6859 Belfort Oaks Place AMMJacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009 ■ CABINET FAN DETAIL wWw.kamon onsuuthog. 't �u � Certification of Authorization#8189 � a — NOT TO SCALE 09-14-06 O » Robert L.Connors,P.F. Florida License#52824 date O M 00 signed v L v 0 v- m 0 C 6 C x PLUMBING NOTES PLUMBING SHEET INDEX 0. x N R -OTLS-.. 1 ALLOW SUFFICIENT SPACE BELOW DRA'N r)�` TRAP PO.1 PLUMBING NOTES, LEGENDS, AND DETAILS 2. PITCH DRAIN FOR PROPER RUNOFF 1. ALL WORK M A AND MATERIAL,:1.1 'SHAL1 BE ik ACr,")'�C',AhCF. WITH APPLICABLE PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT 3. MANUALLY PRIME FILL TRAP BEFORE '�TARI­UP TO FORM LOCAL CODES-, RU! ES AND ORDiNANC"ES. P2.1 SANITARY PLAN & ISOMETRIC EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS INITIAL DRAIN SEAL. ABOVE. (TYPICAL OF 4) 4. SUPPOR"I LENGTHY DRAIN LINES 1'0 PREVENT SAG AND 2. PLUMBING CONTRACIOR SHALL VISIT TI-l'- J",3 SITE AND Tf-jORO�Jt,oHLY FAMILIARIZE > CONDENSATE OVERFLOW. P2.2 ROOF DRAINAGE PLAN T 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) HIMSELF WITH ALL EXISTING CONDITIONS. IL P3.1 DOMESTIC WATER PLAN & ISOMETRIC BAR JOIST STRUCTURAL SUPPORT SYSTEM. 3. ALL MATERIALS SHALL BE NEW, 44 A/C UNIT CLEANOUT (TYP.) VENT LINE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST 0 151 PERFORATED CLASS WORKMANLIKE MANNER. THE COMPLETED S(STEM SHALL BE FULLY OF'r-,RATIVE. ALL CAP EXCAVATION AND BACKFILL AS REQUIR;­ FOR THI'S) PHASE OF CONSTRUC110N, SHALL. BE a L) PITCH A PART OF THIS CONTRACT. � Y DRAIN PAN 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION PLUMBING LEGEND AGAINST PUBLIC LIABILITY AND PROPERTY t­)AMAGE FOR THE DURATION OF THF WORK. COLD WATER SUPPLY PITCH 6 0 C co 0 TO WATER HEATER 6. PLUMBING CONTRACTOR SHALL S�E('iJRF AND PA i-OR ALL PERMITS, FEES, INSPECTION AND Co CLEAN OUT SANITARY SEWER PIPING TESTS, PLUMBING CONTRACTOR' TO OBTAIN PERMIT ANL? APPROVED SUBMITT-ALS PRIOR To 0. co TO HEAT TRAP DRAIN PIPE TESTS, 1 BEGINNING WORK OR ORDERING 117.Q10PMENT. PLUMBING CONTRACTOR -AUCIT BE PRESENT FOR (OMIT IF HEAT TRAP IS AN TO MATCH DRAIN u -IONS OF HIS WORK BY REGLILATOR� AUTHORITIES,. S.U.V. SHUT-OFF VALVE VENT PIPING ALL INSPEC'I INTEGRAL PART OF HEATER). OUTLET SIZE. (OTC CLEAN OUT TO GRADE DOMESTIC COLD WATER PIPING FIXTURES, ,D7 HOT WATER TO FIXTURES 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR Ti EXACT r z PIPING, EQUIPM1E__1`-.'T, ETC. FLOOR DRAIN HOT WATER PIPING (110') 0 AS SHOWN ON PLANS. Tr,F c 8. ALL WORK SHALL, BE. -COORDINA 'WITH 01HEF I'RA01--S TO AVOID ", ,:_.,�FEREN':_.F WITH r�w 0 PROVIDE FULL PORT BALL "..0 DOMESTIC COLD WATER HOT WATER PIPING (140-) THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANk- ( 1-1 E-N 6 i t i E E R//D 1.3-1' P R 0 J E C X SHUT-OFF VALVES. PROVIDE A 2107 (a) THIS DIMENSION IN; INCHES MUST BE MANAGER PRIOR TO B),EGINNING CONSTRUCTION, DOMESTIC HOT T WATE R HOT WATER RECIRCULATING PIPING TEM PERATURE AND EQUAL TO THE MAXIMUM FAN SUCTION HW DOMEST PROVIDE PIPE 150 PSI PRESSURE THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES z UNIONS, DIELECTRIC 9. VERIFY LOCA TION, SIZE, DIRECTION OF FLOW AND 1NVI:'__RTS OF AL1 !AXIS?-ING UTILITIES HVVR DOMESTIC HOT WATER RECIRCULATING CD CONDENSATE PIPING uj 0 IF REQUIRED FOR RELIEF VALVE BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND PRIOR TO BEGINNING OF CONSTRUCTION. AfDVISE FN"','7':NEFR Of--- AN"I' t)l��ri,-EPAN'IES. CJ 0 DISSIMILAR METALS. WITH TEST LEVER ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. HB HOSE BIBB Om • SIZED WITH AGA/CGA PRIOR TO USE FOR FINAL CA COMPRESSED AIR PIPING z 10. WATER DISTRIBUTION PIPING ABOVE AIND BIL'LOW �'HAL:, Cl) TEMPERATURE STEAM EQUIPMENT. (b) THIS DIMENSION- INCHES MUST BE 1 11 1 - (j)PPER. 0 w DRAIN VALVE BY COORDINATE. W111-H LOCCAL JU RISP?C,TIG!,,l FOR A01[,,:?1(,10A!_ PLOUIP; VTR VEN T THRU ROOF 5--T&P TEMPERATURE AND PRESSURE RELIEF 0 RATING 10% OVER EQUAL TO MIN. 1/2 OF THE ABOVE ul HEATER MAUFACT. PROVIDE ALTIERi�--4AIE FOR CPVC PIPING EQ',-IAI-. TO F3:'i-,OOD1?'1\'.rI '1­i ,'..)WG'1_j*ARD GOLD" FOR WATER w C4 HEATING INPUT. KNOWN OR DLTLRMILNED TO HAVE ACI`910 rHARAC1ER!S1I P_/.� P: J')'� 'SHALL PERFORM A rn w I AC GATE VALVE 51-SD-----S STORM DRAIN PIPING F_ THERMOSTAT AND (c) EQUALS (a) + (b� + PIPE DIA, ")R "PIN(3 INSTALLATION WATER TEST 0F';'._i`1VINE WA'IER CHE-Ml.'!R'y PiRiC z 00 ,,i_R r W PRESSURE REGU- PROVIDE A HARD + INSULATION AND SHALL TEST RESULTS TO ENGI? �j AF \3VAi-, Doa GLOBE VALVE G GAS PIPING D LATOR FURNISHED • COPPER RELIEF WITH WATER HEATER. 11. SOIL, WASTIE-', AND RAIN WA TL:- I--I I P 1�N G3 3HAI-1 BE CA_`�'�' 1FR(.,N WHEPE CODE ALI.OWS. w Lu VALVE DISCHARGE CHECK VALVE 1-0-5 PIPE RISE OR DROP z D LINE FULL SIZE OF PVC MAY NOT THR.0 RATC'D ASST VRLJE �`)P IN �F'. W Z 3/4" PLYWOOD BELOW r Th VALVE OUTLET TO DRAW THRID UNIT CONDENSATE TRAP GAS SOLENOID VALVE PIPE RISER UP � �� WATER HEATER DRAIN 12. Al-L Em ra Of RUN TO EXTERIOR NOT TO SCALE PAN AS PLATFORM. I MARKEL) ACCF`_,�-., A' fOR PRIOR OF BUILDING AT 6" GAS COCK CAPPED END OF PIPE Cf) ABOVE GRADE OR To INSTAI_LAT'(_�; 2: � < uj 0 -7 WATER HAMMER ARRESTER POINT OF CONNECTION C) 2" DEEP SAFEPAN. NEAREST APPROVED INDIRECT WASTE. 13. FURNISH Ni-' ii ,�OPROVED `,,V-1 1, F 0 q S ! I. (t: OUP) PLUMBING FIXTURES, SIZE[) LOCATED 1"`-T�.� I ATIO!,,j R !�'TPU N AND WH-PDI '?01 FLOOR DR 4IN P-TRAP PROVIDE A DRAIN T[j' FD z 0 PROVIDE 2" CHANNELS AIR CHAMBERS CA.,,i =',11L_ JSED AS ht',: Ai.­f*ERNA, 'THAT A.'-%F: ACCESSIBLE PAN, RUN OVERFLOW WITH MINIMUM 2 COATS AND RECHAR(,-;A3,I_;_1� ',''F' WH-PGI 201 A-!", APPRO ,�I­_'D BY T�;'­ _0(-,*.-L A','1HORI1Y/`ODE, -R 1 0 1 �_ L 11 %11 LINE TO EXTERIOR OF RUSTPROOF PRIMER FURNISH' Al'ID, INISI_Ai.,,. APPROVED AIR CI­1443ER'S FOR At L M- t"iINS A,' '�ISERS AT THE TOP, _j LL OF BUILDING AT 6" SPANNONG BETWEEN ACCESSIF._F AND PFC-11ARGABLE PER WH--PDi 2Mt AND THE 1LO"'AL ALIrIHORITY/CODE. ABOVE GRADE OR THREADED RODS TO to NEAREST APPROVED WATER HEATER MAXIMUM SUPPORT WATER HEATER 14. DIELECTRIC C 0 L J P L i"N G'S ARE RE(4101RED EIETWEEN ALL DISSIMILAR ME"IA11. IN PIPING AND :D .1 INDIRECT WASTE. PROVIDE TEST TEE 't ' PLUMBING FIXTURE SCHEDULE Lu OF 30 GALLON CAPACITY. SAFEPAN. EQUIPME'" ,,)NNE-r.VIONS. WITH SCREWED COUNTER- COLUMN OR PAI' I TION SUNK ABS PLASTIC PLUG: i`,I­-­- I-ROM OR Wif+i ;-- A[)S OR MATERIAL. HA;'1,..-!-aAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT Ac,-, '3Hf_)WN ON -Al" 'H A;��I_ FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. TAPERED-THREAD WITH CLEANGUT FACE SET HEATER THERMOSTAT AT 1207. TFE JOINT COMPOUND. -- R E WITH I N 4 to OF WALl- 16. ALL FIRE �FD :-'�t._OOR AND WALL SHA10- HE' PROPER! Y* PROTECTED FROM AV 1 #0321,075. WHITE, WITH FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR I TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. SUPPLY M r),,,,, I V(,,,j, B� I �. E AND WALL/FLO0+4 TR BRO MODEL #102G HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. S'-IRFACE. PROVIDE F�RE, ,T['--R PENETRA WEEN p!­_ 1- j �A'IFINC-1 AS WALLS OR FLOORS WHERE CLEANOUT TEE P!PE EXTENSION IF SLEEVES FIR[_ :,!�,.IED FON,!., TO IS CONCEALED INA A 5 PAR-T '�'-IE V)I..1,,Q.qER'S 'VV��nK. HANDICAPPED WATER CLOSET - FLUSH VALVE, BOWL; FLOOR MOUNTED, SIPHON JET, CHASE OR PARTITION, "4';7REOUS C'-iNA WITH ELONGATED RIM AND A 1-1/2- TOP SPUD AND 18" HIGH AMERICAN FREE FROMf�C ­-IAN,',_)ARD r "­P7'ANGC_ F3-," _�) �,,! #1 1 ::-LUSH VA! VE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. DEFECTS FOR A OF NO' IJ-`;S _iHAN ONE (1-I FROM PROVIDE A ROUND 13 17. PLUMBING 'ONTRA"i'�)R SHALL All, ANG 43.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN GAUGE STAINLESS STEEL 'ARGE _T z� COVER WITH BEVELED i OWNER. ANY SHI,:11 I. STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A EDGES AND FLATHEAD AND SHA'.! iNCL[IOL' IREI.,LACEIVIENT REP/,iR Y ".1 1'i-4ER iNS'�`L,o0O[q WATER HEATER MOUNTING DETAIL MACHINE SCREW. WHICH MA"' HAVE SEEN, DAMAGE'D. FAUCET # SL-2865 KITCHEN 5-9/16" SPREAD GOOSENECK NOT TO SCALE ".4 fe BLADE FAUCET HANDLES. 18. PROVIDE PANLL�3 FOR ALI. r,,­,;,-E A, �;, VAL", AN;_,, ALL 4. ­k 141- L-L-! D&'1'-)S/:\I KENMORE "22-60572" 1/3 H.P., 115V. 4 �A' 1_�: A I C AN7'- ARRESTOR'.. PANC"LS IN 11 W/-' MUS MUST Yh� OF TI-4- Wt\'_;L. iN WHICH 1'! 1S, T-A, L F 1 V LL IDRANT WITH ANTI-SIPHON VACUUM BREAKER. ZURN MODEL Z-1321-C. CONCRETE r-A" WAL r FLOOR 19. PROVIDE- �,_",AROME PLAN-.!) COMBNA'�I'iG'4 'I'-r, VE F r'I_Al AN" R A3GES_ " k- FOUNTAIN, SUNROC MODEL NWCA-8, WALL MOUNTED BARRIER FREE, SLAB PANEL F\'*,';k ALL "At 1 I'_'..-�- i"i ADDJ�7,DNAL WALL CARRIERS REQUIRED FOR COMPLETE INSTALLATION. MUST `ODE. 115 V, 5.1 A. W" �1� IN,. F ACES 20.NO COMS' J.L TO 9L L D p I r 0 WHERE LISFID N, ZUR!j Z-100-RC. USE EXTENSION IF NEEDED. U) C r_ t I LD 21. NO WATFP, DRAiiqAGf_'_. 'A)1"­1R F R' 4f LLI WA 0;F�0`:R SHALL BE 30 GAL. ELECTRIC 208V. 10 4.5 KW LOCHINVAR 6'55 NOTE: z C r- 0 ?- E PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WAS-it. aRANCHES 22.ALL CONTRC"f VP A z (T." IN\ NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIX UR- "_0(_')'D RIM LOCAT11"IC ,.;-!ALL J, 'it r z E w WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FGR OTHEF? WC,'_: ;PEMENT,`� 000 1.0 0 -'A PIPINC, HE LL ' 1-11PI'LF"' �'­ALI i-E AS cdOWN OR EQUAL. LL < 23.ALL CONES;:LISA I L L ARMAFLEX 1',I'OU!, WHERE 1J,'� _J IN 1'1x'j "HALL COOMPLY WITH TABLE 46R-2 OF S.F.B.C. 0 0 a 0 > A',-,'MAFL-E . 'NS" AY BF LU -0 Lm$ ro- FOR SEE PLI K� r- 0 :5, D- F- 0 30 -m a Zr I,.0-2" 0 24.PROVIDE :)N AL TO RES F� IVIDUAL f , > SHUT-OF SHOCK ARRESTOR SCHEDULE -a WALL CLEANOUT DETAIL.. 2 woo 0 E tc 0- 0� L) C) 00-CL 0 NOT TO SCALE V 0. 25.WATER f ;�Ii SHAT_ �.i; R P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION r-'O F-D N C E r-C CL-L e 10- .5 WITH MANL­_ N1 TRUCI,„", r" A: --101 vv'�, ER G, 0 IESTIC 7 1 - ", pil. E.RA AN CA6SL K INSULATED A SIOUX CHIEF 652-A 1-11 1/2" WATER TEMN t: 0 u F1`,!LRGY CODE. WITH AF1VAFL'r'_X B SIOUX CHIEF 653-B 12-32 3/4" r 26.STUDOR A' T(,, PROVIDE ROUND SECURED NICKEL BRONZE Ar,jLjy1't-I C,i ''I 7�I 4-C VENT' PIPING WHERF i:3Y INU O�-Fii :.-'L N D i_`-`AL C SIOUX CHIEF 65 33-60 z TOP WITH "CO" CAST IN COVER. PROVIDE CLEAz'4C­;._i ? I-Of" CODES. 111'S-1A-: ;1 "'ALL BF. Pi--F F �,A E, jl�S WITH VARIATIONS SUITABLE FOR FLOOR COVERING SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO MARKER, RECESSED FOR TILE, SCORIATED FOR UN'r:INiSHED �4 ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. 0 c?) CN C: 0 F SUBMITTA; S. FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. 27.THE CONTRA �UBMi N MEMBRANE CLAMP FLOOR ON GR,10E U- w < SAML N1,; `:)1_,NFR IIII 22 UP T(' ca 0 AS REQUIRED FOR III- DEPTH OF SEWER z HUB AND SPIGOT F;; Li-31 0 W A < CAST IRON PIPE �',ND OR Rofc 1� j _j O BELOW FLOOR. (_'�O`A Bi H A i �NYL Lu SANITARY OR STORM PENC 0 > SEWER LINE R 7 0 F 0 P'I co -_.. -�- _- __ __� W 0 O U z 00- z Z U. (D < 0 w 2_7 LOCATE AT BUILDING' LXIiT, AT ENP..., 00 M OF PIPE GREATER THAN 45 A' 5"' ull 00- ON STRAIGHT RUNS, AND WHEr-),,-- S'- DN w PROVIDE BACKFILL PER ARCH! C,111,'-­V. z I PERNET ISSUED LOCATE CLEANOUTS WHERE THS !� lb' CLPAP J, )"J N 0 CONSULT LOCAL CODES FOR OTHEIR FCO Rf"DUiRF_x,�E'NIS. CONSTRUCTION ISSUED KANIM CONSULTING PROJECT 9: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,FL 32216 Phone 904.285.2009 Fax 904-285.3009 www.kammcon-,culting.com nsu Ccrtification.of Authorization#8189 FLOOR CLEANOUT DETAIL NOT TO SCALE 09-14-06 Robert L.Connors,P.P. Florida License#52824 ate 0 00 signed 0 o 0 �n DRAIN SEE CIVIL FOR 00iI CONTINUATION 0. I \ N�5 f ( i RA N SE C� h rf 2— FOR 0 - 4 ,1 2 1k CORRIDOR LOUNGE MEN _. .. , : 123 ` I i a c 1 : ' Rk � 14 ORAGE WOMEN �.... r Z : ORRIDOR i , 2 TERMINATE OVER _ : 'r r r PERVIOUS GROUND r _ J.rilL G I 1.1 GASH VA616; SERVER/ELEC. 4;... OFFICE O 0 ' 119 COUPON t 127 ` [128 VENT � , W M , s I' , : ._......:.................w co 121 SANITARY ISOMETRIC ,s Lu I INTERNET CAFE { ! WAITINGrn 114~ �► r 120 x N : — S.D. BOXES W v , 118 �T:I <.� CLOSET t h' i; S CHILDREN'S AREA 113 I � a J i CL _.. LL fn F Lu WORKROOM P h TELLERS li r. : r I. 115 r ' a DRIVE—UP TELLER i WAITING t �._.......� CH DESK CHECK AREA r r: t � 4 "I I : 7 � r ' COFFEE 3 t pu I ' , j 3 I r I : r, is 1 i VENT—STORAGE W ° j I ,i '` TERMINATE OVER z j 5 t RAIN WATER ; PERVIOUS GROUND. L ER. SEE CIVIL 108 AHU_2 '�S ❑ \ i �i ; k _ c i r t : D; AWING. , LOBBY , r I I i i I GREETER O O DRI�J— PLANS y Q F I i :, 102 ; � !�; ❑ V I 5"0 MERGENCY RAIN W � WATh R LEADER TO DAYLIGHT I ' CO) Cn , THRID WALL 8" ABOVE CURB. 1,,,,r,_r w , , i ! VENT r , w t] O C C F.S.0 #2 F.S.0 #1 �1; U U t MANAGER � , VESTIBULE �•rn.�n�i., '' ��'� i = i i I r' =Oi r , : : , I E I t Y ' q t t VENT ' M : : 't .j 'I r I I�I : ; I i : , r., p..,v. .- ,� ,a.'.::i��.in::•L.a:�s,y'irYt:. .i{p,p,,. :.;L�RtiT� r'^.'ffilP.rb's'3!!r'R M�.iiL'I'd!:IixsX,r:'!'xtiuv_4'C.^:� :'4`- :•illL4ihRY rRL�:�',:.h : y I Ix F� 0 I ; I : i I 4 _..__..._.._...__..._._._..... _. 4 ,r .i ; LL TERMINATE OVER PERVIOUS GROUND. co : : I ' : Z O Q i �. UL w ca LL. 0 U eJ Dewe Qy O 1= = W 0�. Z L AN � rlo 06 z w d PERMIT IssuFn Z M � M NORTH CONSTRUCTION ISSUED KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHFR 6859 Belfort Oaks Place " Jacksonville F 1?716 Phone 904.2 5.2009 Fax 9042&3009- www.kammconsulting.cm Y Certification of Authorization#$189 09-14-M N Robert L.Connors,P.E. Florida License#52824 s� .s E I Q � •� r ; r � • a r t 1 ,,,• � .. ,, ..,.,,.N..x�,..,,.err:,,�,r.r..r,w.,r,.,.,,,,...r•.,.,.,,,..,,,:., ., .... .: . ..:.... , P C it TO Jk c`o y I D co : ,i 3"0 DRAIN U U (1003 SQ. FT.) z • 3"0 EMERGENCY DRAIN 1003 SQ. FT.) 0 804 Jz z aD it N i M W Wr, ' x t LC 4"0 , , 4"0 �� a f — x cd N -e oD WLL U �, 5 3"0 EMERGENCY"_6R 4IN _. ....,.. _( _ cn 1226 SQ. �T�'�}� k 3"0 DRAIN '` i _... _....._•_. i?1226 SQ . ( l; t w „4' i,k i ; u N j it "'hit ? 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P 4 F 4 : r , ,r i � 1 r j t 1 M i 9 i 7 I 4 a , 1 r , v i it , M1 � O 1L 3 W m V " Z o Q LL z U > g � L1.1 J �,��ewe y a u m W O U C7 = z a � Wg Ir ) (D (DF'D p Q z z l'!' a 4116"-1'-o" NORTH ��' " 0 '' � �'2006 u. � ' o PERMIT ISSUED - O z CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHFR 6859 Belfort ML3,91=6 Jacksonville, Phone 904.285.2019 Fax 904.2813009 www.ka�mrnconsul :oam ■ Certification of AV*&im0w#8189 Robert L.Connors,P.E. Florida License#52824co C i : 0 SEE CIVIL FOR CONTINUATION 1 r" ` O 1'1/2 „ G . ..,. .,K. ...........:... j f lo a t \ - ;�..,y......._._.._....:gym...-.�....�.-...��..,.._-�...�...' ,,............. ..... _. .., _',-._.. .. ... _ .. .. _.. .. ... ..,. .. ....... M ` r ,.. , E. .. , LOUNGE �. r ' 1 i '� CORRIDOR 1 g 2"" 13/4 / 2"' NOS1 r'k. MEN w dop tofi,, p TION _ _ 1 � 1 �., 1il� _ � U , '1 �I. R i� �, 123 w ,., 124 E 01 .GNU w i' '� k 2 ftb1 ; r / " 4/' CON FOR Y 2 k. , : I 1 , rf. / i ♦ .00 ;��_��.110 � FPWH ! F' STORAGE �O SEE ' 129 � cfl •� W0 C r.r0+._ . 0�' r�r _� "�----•A"�- - t f " 2 MEN s...., � F ! ! H Z 1 CORRIDOR ' Y 00 r 2 ' T r : ; �� I si, V 1 314,0 2 4" SOFT 1/2 i I E.:_.,. (� +1 1 / 1/ SIO. id CASH VAULT 1 ? , SERVER/ELEC. OFFICE I iit t �— 119 I COUPON t . OUN' 127 ' (�.. ~ 1/4 > M BELO� 128 2 ! SINK. PROVIDE 4' HOSE. I W O r 0 121 ; it V �,� ' /� i �• is - , , CO) INTERNET CAE U O ¢ W WAITING 114 ao / S.D. BOXES f f' v h t Lu " 1188] // k 1 ., h ' CLOSE : ' ' iii `�/� M i CHI[.[iREN'S AREA 113 Ii;'w, — x cg CFO112 : M , 1/2 WORKROOM CD 1 TELLERS I J , r_ 116 ' 115 ' t F _.... _ .. _ .... ' .. _ ... ............ ........ ... .. _ ><j it uj DRIVE–UP TELLER � IVIm�TIC WATER ISOMETRICtt 4 ? a 111 .._ _ CHECK DESK ! i i i ► , AREA 1 ; r �1 i s COFFEE FFEE 110 i t ` ..T IA ' DRIVE–UP LANDS - Y i, , # GREETERI it k' `- i i STORAGE i 102 _. it r Z I 106 ! O ! ; r t O K ..} F.S.0 #2 F.S.O #1 ; D O L) MANAGER I 11i 104 103 : ' W .� ! 992 tI CO) VV a ; Q a a p. VESTIBULE i _ W Q Do ! ; ; .. � TUU •`' I , i' r ' , i r t i - i t : , I ! i �R ils ; - 1 .......... .-... 1 _ N ' I i k S ..,'vatic Y ._ ._...-.. .. .. ..... .. , e ii Hi i ✓ O , it 0 LL L) W z o Q UL w D U > a WU. -' m oc O 0 L) rLD (0 M "`:3 W Q o D 0 W g 3: z U. 3/16--"-0' NORTH __ 9 Wi ao PERMIT ISSUED - O Z CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER I 6859 Belfort Oaks Pkw Jacksonville FL 31216 Phone 904.2 5.2111'19 j?"904.285.3009 www , VoTb Certification of A" ' ` #81" U�-14-� Robcrt L.Connors,P.E. Florida Liccnsc#52824 0 c o a� v v C C LIGHTING FIXTURE SCHEDULE _ ELECTRICAL SPECIFICATIONS ELECTRICAL SHEET INDEX a X T LAMPS BALLAST SYMBOL TYPE DESCRIPTION NO. TYPE WATT TYPE VOLTAGE MOUNTING REMARKS - - -- "- - - `- "- - --; �---� 2x4 FLUORESCENT PARABOLIC TROFFER WITH 3 E0.1 ELECTRICAL NOTES, LEGEND & INDEX DEEP, 18 CELL LOUVER, LOW IRIDESCENT SILVER 3 T8 32 HIGH FREU. 1 120 CEILING O PART 1 - GENERAL FINISH AND BLACK REVEAL. DAYBRITE "2P3G" SERIES. 3500'K ELECTRONIC RECESSED i - _ A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL I`--JEW ELI`_C I-RiCA. WORK INDICATED. E1.1 SITE PHOTOMETRIC PLAN ,� 2'x4' FLUORESCENT PARABOLIC TROFFER SAME AS TYPE "B" EXCEPT WITH FLUORESCENT EMERGENCY 3 T8 32 HIGH FREQ. 120` CONSTRUCTION SHALL BE !N AL., WITH DRAWitiGc' AND APPI 1CABLE-` CORDANCE ABLE SPECIFICATIONS. --- n a, L ® AE 1 WITH -i-HIS REQUIREMENT CONTRACTOR SHALL NOTIFY >>, O LIGHTING BATTERY PACK CHLORIDE C50 (1400 LUMEN OUTPUT). 3500'K i ELECTRONIC RECESSED IF PROBLEM IS ENCOuN TERES IN COMPLYING , E1.1 SITE LIGHTING PLAN o p THE ARCHITECT/ENGINtcR AS SOON A5 POSSIBLE AF lER DISCOVERY 0 THE PROBLEM AND IL O 2'x4' FLUORESCENT TROFFER WITH FLUSH STEEL DOOR,WHITE BAKED ENAMEL FINISH AND CLEAR 3 T8 32 HIGH FREQ. 120 CEILING SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL Ai C'PI IEC;T/E:NGINEER HAS DIRECTED E2.1 LIGHTING PLAN EDACRYLIC PRISMATIC (Al2.125) LENS. DAYBRITE 2SPG SERIES. 3500'K ELECTRONIC RECESSED 0 CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE. PRIOR TO BID ANL) FAMIt_IARIL HIMSELF WITH ALL E3.1 POWER PLAN 2'x4' FLUORESCENT TROFFER SAME AS TYPE "H" EXCEPT WITH FLUORESCENT EMERGENCY 3 T8 f 32 HIGH FREQ. 120 CEILING _ n r Q CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS I,�.>IALI_.A-IION AND MAKE PROVISIONS AS TO 0 CE LIGHTING BATTERY PACK CHLORIDE C50ST (1400 LUMEN OUTPUT). 350OX ELECTRONIC RECESSED CJ �� I` _ THE COST THEREOF. -� �--- -- C. ALL WORK SHALL_ BE PERFORMED IN ACCORDANCE Wi l'h THF_: LATE`A' EDITION OF THE NATIONAL ELECTRIC E4.1 SECURITY PLAN FLUORESCENT OPEN REFLECTOR DOWN LIGHT WITH 6 APERTURE, CLEAR TRIM AND SPECULAR LOW 2 QUAD 26 ELECTRONIC 120 CEILING _.. O Q O F IRIDESCENT FINISH. INFINITY "PH60" SERIES. 3500'K RECESSED CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICHON) AND A1.1 CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND SYANDARDS LISTED BELOW ARE E5.1 RISER DIAGRAM & PANEL SCHEDULES Y OFLUORESCENT DOWN LIGHT SAME AS TYPE "F" EXCEPT WITH FLUORESCENT EMERGENCY 2 QUAD 26 ELECTRONIC 120_ CEILING- - ~�- UTILIZED IN THIS PROJECT. _._ --�- FE LIGHTING BATTERY PACK CHLORIDE C750 (750 LUMEN OUTPUT). 3500'K RECESSED 1. NATIONAL ELECTRICAL. CODE (NFPA-70) I ~ r - -- CEILING _ - 2• CODE FOR SAFETY TO LIFE (Nr PA-101) FLUORESCENT HORIZONTAL OPEN DOWN LIGHT WITH 6 APERTURE, DAMP LOCATION RATED, CLEAR 2 QUAD 26 ELECTRONIC 120 3. STANDARD FOR, THE INSTALLATION, MAINTENANCE AND UST_ OF LOCAL Pf�'U1FL;11VE SIGNALING CO H O TRIM, SPECULAR LOW IRIDESCENT FINISH. CAPRI "CF6" SERIES. 3500'K RECESSED o r- •> SYSTEMS (NFPA-72) cU 4. UNDERWRITERS' LABORATORIES (UL) ELECTRICAL LEGEND 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS !NS FITUTE (ANSI) HID MEDIUM FLOOD ONE PIECE DIE-CAST ALUMINUM CYLINDRICAL FIXTURE WITH CAST SLIP HINGES, 1 METAL HALIDE 100 CWA 12Ct WALL/GROUND 7. FEDERAL SPECIFICATION (FED. SPEC.) Z g 0STAINLESS STEEL PINS, BARN DOORS AND WHITE FINISH. KIM LIGHTING "AFL10" SERIES, ED17 CLEAR I SURFACE 1 X,' 8. INSULATED POWEIR CABLE ENGINEERS ASSO'C'IATION (IPCEA) TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. �_�,. ------- ___._____._ 9. FLORIDA BUILDING CODE. 2004 EDITION 0 MOUNT 18"O A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. U HID OPEN REFLECTOR DOWN LIGHT WITH 10" APERTURE, DAMP LOCATION RATED AND SPECULAR 1- METAL HALIDE 25i: I CWA 1L0 CEILING 10. INSTITUTE OF ELECTRICAL- AND ELECTRONIC ENGINEERS (IEEE; (f) J CLEAR ALZAK TRIM. SPECTRUM LIGHTING "SP10MH" SERIES. I RECESSED I 11. CITY OF JACKSONVILLE �3UILDING CODE. (AMENDMENTS TO FLGRlL A BUILDENG GIODE 2004) �... , - , DATA, OUTLET WITH 3/4 CONDUIT STUBBED OUT FROM WALL 6 ABOVE CEILING. 12. ADDITIONALLY DE' 1GNS WORK PRACTICES AND CONDITIONS MUST CONFORM Y'wITH THE r, Z CEILING MOUNT 18 A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. 0- O O HID OPEN REFLECTOR DOWN LIGHT WITH 7 APERTURE, DAMP LOCATION RATED AND SPECULAR 1 METAL HALIDE 100 CWA ?2v �`1 OCCUPATIONAL SAFETY AND HEALTH ACT OF 19.70 (OSHA) CLEAR ALZAK TRIM. SPECTRUM LIGHTING "SP7MH" SERIES. RECESSED I W O D. DO NOT SCALE THE !Er_(jCTRlC,AL DRAWINGS. REEFER TO ARCHITtCTURAt.�PLAV!� AN) EL-E'e'A"TIONS TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. V U OPEN REFLECTOR DOWN LIGHT CYLINDER WITH 5 STEM AND NATURAL ALUMINUM FINISH. 1 METAL HALIDE 100 CWA 120 _ CEILING ,- FOR EXACT LOCATION, OF ALL EQUIPMENT. CONFIRM W,TH OWNERS RE. RESP � •.A ,lF: I 'SUNT 18 A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. 0 C � OF THESE PLANS 1-0 SHOW EVERY MINOR DETAIL. O t,` i�S'r?Ut TION. T!IE: � M GARDCO "300" SERIES. SUSPENDk.G , 'l 1� E. I T IS NOT THE I N 1 h i�i� Z � CONTRACTOR IS EY:PLGI'ED TO FURNISH AND INSTALL ALL ITEMS. FOR A c;,;,1~'! T=' .t I r i.Lr:CaTRiCAI.. S'r`�,f_n�i -- -i TELEPf'ONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND O 9" X 8" HIGH ROUNDED WEDGE SCONCE FIXTURE WITH FORWARD THROW AND NATURAL ALUMINUM 1 METAL HALIDE 1)0 CWA 120 WALL. � AND PROVIDE ALL E�'EQ1._ F)I MEN 1 S NECESE"ARY FOR CEQUIPMEN I ;J !? 'Lt.t t t` :N PROPER WORKING ORDER. �' � ++ to " " � � 6 I �; ,. � .�TUE3ISED OUT FROM WALL 6 ABOVE CEILING. PROVIDE BRASS COVER PLATE AND U � N O FINISH. GARDCO 102 SERIES. I I SURFACE `�J/ F. CONTRACTOR SHALL ::�I.�ARANTEF ALL MA i-ERIAI.S AND WORKIN4ANISi- F REE FIR,-'�.h DEFECTS F,.nk4 A M CARPET FLANGE. W - - - l -------- PERIOD OF NOT LESS I I-'AN ONE YEAR FROM DATE OF A::.`t'.: P- AN(,F � " � ffu,- TELEVISION OUTLET WITH 3/4 CONDUIT STUBBED OUT FROM WALL 6 ABOVE CEILING, J Z ' G. CORRECTION OF ANY DEFECTS SHALL BE: COMPLETED Wl"I�H.-'J l ADI"',I T"!NAI CHAR("' AND SHALL_ iNC!_Ljt)E `a ' " T ' REPLACEMENT OR REPAIR' OF ANY OTHER PHASE Cit= _P is IK,`)'AI,L' 11,, h`4,i^H MAY HA,`M'E' BEEN AK?,NGED MnLJNT AT 18 A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. - � � D v I THERE BY. 20 AME' DUPLEX RECEPTACLE MOUNTED AT 18 A.F.F. TO CENTER LINE OF OUTLET I �. o OINCANDESCENT MONOPOINT FIXTURE WITH CANOPY 1700FJ4RFS. PROVIDE ALL REQUIRED COMPONENTS. 1 JCT4 HAL 50 - I?0 I CEIL{Faf. rs ,T,. III `��' 1~1CO „ „ „I.;, �^`R H. ALL REQUIRED IP�d�URANCr SHALL. BE PROViD :��� E (�` :� .0 . .. , )N A.GA'f•,S i I')F"L_1C, LIAB _•Vf A SD UNLESS NOTED OTHERWISE. � z TECH LIGHTING MO-FIREFROST #700FJFIRFAS BI PIN GY6.35 SUSPENIr." r T" I t. PROPERTY DAMAGE FOR 1I HE DURATION OF THE WORK. � „ 'N - - ----- --- -- -- - -- 20 AME' QUADRUPLEX RECEPTACLE MOUNTED AT 18 A.F.F. TO CENTER LINE OF OUTLET z H '`� o cEIL1Nt' ,- 1. CONTRACTOR SHALL_ NAY FOR ALL PERMITS FEES IN�:I'EC ±�' !1NU ,ES II��C:'. ( UNTRAc�EOR U N SINGLE CIRCUIT TRACK PROVIDED WITH ALL REQUIRED ACCESSORIES AND SATIN NICKEL FINISH. 1 MR16 35 - i20 ( J , I �..�,; UNLESS NOTED OTHERWISE. (D �' » I » » SURFACE { � TO OBTAIN PERM!1 AND ,_,PPROVED SUBMIT"Al 'i()F� T:� f3i:GIONINiN( WORK (.in OPDERING EQUIPMENT. W x TECH LIGHTING 700MOA TRACK AND (6) AERO HEAD 700MOP035 TRACK HEADS. 10 SPOT ;�,� �, ,qr;� r�; AND SSE^IF;i;ATIuNS �HAL_� MEAN TF�hI GFI 20 AMP DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" (n Z N I _ J. THE TERM "PRGVIDE" USED IN THE CONS+t<L11;.II(Ii ` .. .' c � \ INCANDESCENT SEMI RECESSED INDICATOR LIGHT FIXTURE WITH RED/GREEN, WELDED ALUMINUM, 2 SII 40 - 120 ii WALL THE CONTRACTOR IS TO FUN: kiI `-i, INSTALL AN+D = I C.CT C:+JMPLEII T7T A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. w U LO W ^° O AND MATTE BLACK FINISH. ALKO LIGHTING "107" SERIES. i SEMI RPOESS J111 20 AMP DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER m r4 PART 2 - P.IQDU ;.:_! a 1T SEE ARCHITEC.TUAL DRAWINGS FOR SPECIFICIR S I --- A. MINIMUM WIRE SIZr SHALL L=SE # � -A.W.6, ,4-__XCET- I S ^j ; CTE 1 F S_.RWI�r. ,1�F' CONTROL WIRING). ALL REQU EMENT { CONDUCTORS SHA.r_ "P"L 987 i';;,'JDUCTIVI i Y. ;til';' :k W►tN rt i"4 I NWrJ' 'V�ULA11Cj!v UNLESS OTHERWISE a NOTED. c 1 20 AMP DUPLEX RECEPTACLE, RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATEQD J ® EX1 SINGLE FACE THERMOPLASTIC EXIT SIGN/LIGHT - LED - I = I i)UAI. UNIVERSAL B. ELECTRICAL METAi_I_-C. IUL31N ' MT) SF1r LL. RE OF !'=EST CiLJ;`,_'1 �' _'_f L., �,ti��101H INSIDE AND OUT AND CARPET FLANGE. LL - - - I , MCPHILBEN "CXXL1" SERIES ' AND SHALL BE ���, ,.>I.-'F"._.i� C$hi-VANIZLD. � - C. RIGID NONME TALliC: ,a^ '"? .;:' -�a r r':) P. V) _ �� Ai L BE SCHEDULE + I I JUNCTION BOX THERMOPLASTIC EMERGENCY BATTERY PACK 2 HALOGEN 12 - DUAL -- a , , � ��S E -I I ' � ,, , , ,, a, EM MCPHILBEN "CAX" SERIES _ I L,. OUTLET BOXY SAASN,r"I•_ ,+F RF cj+�nD ST�r hJ I)kY" i_. C�s�IIOt`' '� � _.� ;)Y Wf I>tRr=ADED HUBS w IN WET OF �,AIS, ' i.)1\J S AND SPE:...,'' + •.CLOSUF? . FC_. �_F :`, F Ic . .E AS. ALL. MATERIALS ':'' AND BL-':� "�I�f<Rlh�RI Tc.r' i._AH'L a !�Ia; ter. ',PPT .`:: ,;.;�_E.. ��'' EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. F. PANE L_BO/ ?DS: 1. CURREN ;_r�: r ES SH UPPi_,F "" - , ` E r'lJ.y <. C -z. GR(�.;i►, :} L1*!a t3Ai:a at-�n. .i-_ iL t,GF F tR. NOTES: - 2. ALL Cfl< sL'F ; (',t:= r r RS SHALL 'a:. - `�I ,- �)N. F�:- _i.:- I'! 3�JL: ,K* ?�' A,r?F: ,C` ACCEPTABLE. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS 3. CIRCUIT E3Fi _AI:Ffz ' ilv E L._'; ,:r. SC.�.'l1 7h ; II``Hr11,�l::; C,i t��UITS SHAT__ OTHERWISE NOTED. O VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. BE LISFED, AN!'` "SWD" OR � 4. Ai I_ C'"'.. I ;- < .,. Ery" rEEDir. MEt:i3A^�?^'+ ;:;i,�.: -,�r ",'r>» .' � 3-WAY, 20 AMP, SWITCH. MOUNT 42 A.F.F. TO CENTERLINE OF SWITCH UNLESS '�- ` ' �`'' OTHERWISE NOTED. TRACK IS FIELD CUTTABLE AND BENDABLE, PROVIDE LENGTH OF TRACK AS INDICATED ON PLANS. 5. A.I.C. RAT NG`: L?F: AS IN4L.�; ATF,!'; DN i''y�:.l:i.._:' ;;.�•!-". + 6. ALL PANE.LBOA,Rr"', ;s l.;_E BE I• URNISHE' W11F' i-;11 A".C' :��';: �?r,�i�:'� .. .',';Y;I ,!<+' �`;; SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH OVERIFY EXACT MOUNTING LOCATION WITH ARCHITECTUAL ELEVATIONS/DETAILS. ENGRAVCE� L.t f Tt=,?,N," FOR PANEL iDr-fY TTI-K'A.T!')hJ. UNLESS OTHERWISE NOTED. ; 7. ALL P�,NELE3C r�,<...- �IAL_L BE F'RVVII;�E U Wi tI� ,-t O GLASS SHADE SHALL BE AMBER GLASS WITH A FROSTED INTERIOR. THE FIXTURE'S FINISH SHALL BE SATIN NICKEL. DESIGNATION-;. -t ,� A t'- s16L - DISCONNEC l SWITCH A POLES, B= FRAME SIZE, C= FUSE RATING MOUNT AT 6'-8" A.F.F. TO BOTTOM OF FIXTURE. G. DISCONNECT SWPCtIL_v AL.+_ G:: H.P. RATED, riLr,Vl' 7+.t:'', ;. ?(.'' A,��{l:r.. :rL�iCk:- r3F%raK. 1 11 H. MOTOR STARTER- :�!I'� i_ BE 'VANLJAL OR MAGNEIII:: AS i 'c' ;(,AL ;iRAWINGS, 41-ci O PROVIDE TRANSFORMER TO POWER LIGHTING SYSTEM. ► {y,-c ; I ;. ,�,, -t 3RC`i.ir`:�aitJG FL_FC TRODE & CONDUCTOR SYSTEM OVERLOAD RELAYS IN E_A'.H PHASE. PROVIDE MA.• �� tl,. S »:�,,. . , .. ";;-(: JrI I_ ENCLOSURES SHALE_ BE 3Eiv1A- ' FOR INUOOE C'P .!!71;5 i� "�; �'h: L i.:.. �,.iI'_)NS O MOUNT FIXTURE AT 9' A.F.F. OR AS OTHERWISE N�'w Fil (- �'.,. u C� LE-..,z �A.� PANELBOARD o J. WIRING DEVICES (GE iJ�!2Ai L'i. �t�.3SE RECt�. I r:CI..�_:� �•v;I_• ' r! �J WALL MOUNT FIXTURE AT 20'-6" A.F.F. IN VESTIBULE #101 WITH OPTIONAL WALL BRACKET, FIELD VERIFY EXACT HEIGHT. OTHERWISE NOTIFF). B, SK!AU "l, ►!" r" Tf<L.EPHONE WOODBACKBOARD PART 3 - EXEC:u_i_I .'r,,; o PROVIDE OPTIONAL STANCHION MOUNT TENON FOR EXTERIOR FIXTURES LIGHTING THE FLAG AND BUILDING EXTERIOR. ,r_ r; ,� I,, ,-,-,��C: , 4, �-.,�, `JVt` WI~x�i HE RPROOF ro, o A. COLOR CODING r. GIv �, �,TALL_ L;:_ H� FC;l... 1. 208/1 Z'. ;'t.11,'"; ��,.' '<�L, 4-WIRE c�c r�t, I t. ... I ; r ;tr. < .t t3i_A;`K, ' ISL:I: T v . 1 M (n v ; i ; Ivy L �: .r �t i;"� I-I E C _OCK 'Ar' m e c BLU1'" f" I. 1 r.! j f I i 1!'"-i'���• I� .I t I i� .1 ,' '':- '1i -' HI .,. j-r Yi. ' 0/ .-1, . ..I•l.;�L, ;Iv _ :�2AL) �;C�tvU->•_. .� ., +VAI lt. ..:`t:).1NGIIt�_ ,. �..,:�_ Ti.•:`:` `:�;�1;. _L. � •. '- 8F` cg 2. EiR�.'�l:l� �,;F;t::Jl i 'tVli<Ih;C- (#6 As''�f_' `E COiy t, :i t I) L r' (-;,,,a I,�.,���+.15 IIS`-.,L �_,�.i►JN _ ;- �,I` f-N I c; F LTJ r j r' , . .ABO I FLOOR Z c o o COl CSR A,`0 f..:F.Ut:R aD SER ;+tia r ��I[� AKC�E:; ) SH��l.. E>> L)_,:f`i ,`a , 1 'UPI ,!ltui'b 0 L$ E;m A,i__ u PULS_ PC?Ir� XC;N ; > MANJr AC1 S ORI_C3u' ;IiS,N� C; 1. R MAk`0'"E . LASr lfi,I-E: i_IE�ED FOR THS ,�,M<<<;. , i'VR ^,^ERA 0 Z m v QZ rw c o o '. WIRING METHODS +I - O •J 0 �00 o �o 1. ALL COND'.::.'70'_', A�.� BE INSIALLEC ii'4 [.:I I:C;'RIC,hL ML I"A.Li.IC; ;UBlrvv (EP,�T i i.:��L.ES`3 I'�:I sA0TI0N DETECTOR (360") <( � 8,0:5a 1. \ S !.. .� ,., \ R. - A t . s > •7 7 t OTHERWI'��I 1; .'i . ., t E(,IFIED i>F? A� SPEDC;iFll-ALLY F'ROHIF:i ik::: r.,Y CHE F._ITHC�iRI I l` tii,',ri JG (� n m 01-9 o ,� JURISDIC 1! c ' i1NGS ANi;i l �'J%' IN,:�S FOR EMT C`(1 .I;i 1 : I--„ L STE W _ >• r t i r In I� i 1 N I t �-) O � N d 10 �. ., , I�I I_ E3E A-,. �. E:LEPHONE WOOD BAC RAIN TiGH, ,. .,. :'E:.��It ! {' 1 NCR � Gh L C, : , CL o' s ;:E C)ARU c �N TYPE OR ALL, STET i N F f i SKr 4r `r'E. - , ° "- CL TO BE 4 Wx8 Hx3,4 GRACE. 2. SCHELDULE �,� t..,.,NDUIT, WITH F.TTING AND Ct,JP..ii G3S) A' Ft .•r RIATC: THE ,.I,t SHALL Q (L � w t-,I [WO BE IN'STALLEL .,'N�-f:�;s':I aUND OR 9LLOW SLABS ;�!'� GRA11"'F. UJ <( 3° 0�-'•c BC PLYWOOD. PA IN1 N' � o J z �5� ; EQUIPMENT GROUND-� •� r 3. TYPE MC (;A�fi_"- vil'H A+...UMINUM ARMOR AND INT,:RNAL Ci��).-;rti) IS a`:'' >�i'TABL.t FOR GENERAL NOTES > COATS OF FIRE QFTAf•RI t N N Io W C) O USE AS GENE'.-,fit t3R,��ICH CIRCULI WIRING r(:N CIRCUITS C: ,'� RES (}r.: _L:i`: Arae C . 'It:Er�l_ED a � TO PANEL BOARD WHITE PAINT. IN WALLS OEC . .t' :�: :�isSPENDED CEEI..ING titin' A� APPRC` '� �' Ems'. it�E AU'FIC)Ri ; t-€AVlrlt� 0 CIL8 0 �► CIRCUIT BREAKER - JURISDICTi"D 1-1,/2" O O o O `: �' '- BE. C''OMPLElE AND EFFE.C_i -VELY GROLai'al),-',, AE (?E .�i} h'_U B`" THE LA-TEST O THE ELECIRICAL CONTRACTOR SHALL REFER TO THE CIVIL. ARCHITECTUAL STRUCTURAL MECHANICAL C. ELECTRICAL SYSTEI.� _,:-�,_.. , EDITION OF THE N.I AND LOCAL CODE`_s. AND PLUMBING DRAWINGS FOR THE EXACT BUILDING AND ROOM LAYOUTS, ALL DIMENSIONS, SECTINS, D. ALL WORK SHALL_ BE. PE'F kURMED BY A LICENSED ELECTRICAL IN 'r IRST CLASS DETAILS, ELEVATIONS, VOLTAGE REQUIREMENTS AND PHYSICAL SIZE OF ALL EQUIPMENT FURNISHED BY WORKMANLIKE MANNf_R, TIS' COMPLETED SYSTEM SHALL BE "'ULL._, 0Pt:R A EIV` OTHER -TRADES. COORDINATE AND ADJUST ALL ELECTRICAL INSTALLATIONS ACCORDINGLY. z MOUNTED AT BASE OF E- ALL WORK SHALL BF C.�C')';�GINr%-IED WI TF; CiTHER -PADES TO AVOID 1!N ,'E:RFEkt.­.C%-. WITH THE PROGRESS PLYWOOD BACKBOARD OF CONSTRUCTION. C2) CABLE 'TV SERVICE CONDUIT INSTALLATION SHALL BE COORDINATED WITH LOCAL CABLE COMMPANY. O F. THE ELECTRICAL 1N`:�TALL.<,';1;1;4 S; TALL NI L.�1 ALL S i F NDAR-. �"�QUIREMLN TS C:F 'OW' ►' ,N'D TELEPHONE I � 3'-0A.F.F. I INj1A�L CONDUIT FROM CABLE TV EQUIPMENT MOUNTING BOARD TO COMMON POINT DESIGNATED BY N I COMPANIES, AND SHALL_ COORL'AI'�ATED W111-H T­•_'I'. PFIOR -1-0 COMMFi�:(EMEN 1 )r WORK. J , : , THE CABLE COMPANY.�1"FS, cOV,.R PL�EE`,-,; NTD WIRINGGPROVIDE AND INS��L!. C� CONDUCTQRS PULL. '41i MOUNT RECEPTACLE TERMINATE Ct �ri.�= + VI ��H � �cV INSULATED BUSWN':1 DEVICES, FOR AL >: i'_ r; .'�`. INDICATE-). ,� TELEPHONE SERVICE CONDUIT INSTALLATION SHALL BE COORDINATED WITH LOCAL TELEPHONE COMPANY. Q '` C I?JCL_!.'D1'�3 t C;Giv1. +jNL�� THERE+_}F. SF1HLL. BE NEW 0 DIRECTLY TO TELEPHONE H. MATERIALS, PR,.,., +' ;..; c. UIPMENT, r !'._ _ I �' " INSTALL CONDUIT FROM TELEPHONE EQUIPMENT MOUNTING BOARD TO COMMON POINT DESIGNATED BY BOARD AND SUCH AS A4 iE UL LIST +TI""iA110 :4IA1_-_ MEE-I OR EXCEEDTHE 0.' REQUIREMENTc: I•I_h-,r�,, SND EEC<''�- TELEPHONE COMPANY. PROVIDE ONE (1) - #6 COPPER GROUND FROM TELEPHONE EQUIPMENT MOUNTING p 1. CONTRACTOR SH,'..L_ �L.xr:1vi�1 P CLEAST F IVT; i�'�) �-E f� �I; "ri�`��INGS I�L? t:a; z SHEETS OF LEGHTiNG r3r�ARD TO SERVICE ENTRANCE GROUND. � LL � 1/4" COPPER BAR FIXTURES, SWI iC;,�_5, f'Ii' tom,_;a ELEC IIR!C&_ 1•(EM ' r "'•VA. L.� " ENGINi.E_I" 'DBC PROJECT MANAGER. Q = +� GROUND BAR, SEE DETAIL. �- 2- 3' rn^ii UITS ill1L� P JL L ,1. CONTRACTOR SHALL 13i. `__ 't,r1:"�iBLE F'�F r,l ;.. ,1111:,.,, r + i;;;Iivt_ R' J!F�r:D OF HIS WORK. 0 COORDINATE INSIALATION OF NEW SERVICE WITH LOCAL ELECTRIC UTILITY COMPANY. PROVIDE ALL U ON THIS SHEET. I STRING LC1 MAIN I_f_.LE '('�JNE K. ALL LAY-IN LIGIiTItvG L I':=1.i'�:t `: SHALL E+L S'_CLir'. ?O i': _•.I:7rE"aI�LIJ CEILING GRID AT EACH CORNER. TkEi�CHING, CONDUIT, CONCRETE PADS, AND OTHER FACILITIES AS REQUIRED BY UTILITY COMPANY. W W ' _ L. CONTRACTOR SHA., L ':':-tai:..;:1.±.`.I = �. �,: E;I A iih :; AND •r�;... I �, �,r:R`iECE. VERIFY i_E:I`•1C>��H ()I= `: WITH Mi::ul �,tJI�, �' ,.1�DE ALL NECESSARY CGN;ROE � ap GLASTIC INSULATOR 1 #2 GROUND �_,.J} ,� - WIRING. 0 ELECTRICAL CONTRACTOR TO COORDINATE THE EXACT STUB-UP LOCATIONS AND POWER REQUIREMENTS U IN s" , -VAC TO B0, M. ALL ELECTRICAL. FOWFI? t:`r, �livc' I=UR THE HVAC Sti. 1 - A Ni,' :_....�;tiC: W{TrI.'�Ii i-HRU LINE VOLTAGE CONTROL FOR ATM EQUIPMENT WITH THE EQUIPMENT SUPPLIER. VERIFY THE REQUIRED OVER CURRENT PROTECTION PLYWOOD BACKBOARD TO NEAREST EFFECTIVELY T �. ;, I T �T �n ? A/"'j;-•1� GROUNDED BUILDING DEVICES SHALL BE THE F r:,I`�IBILITY G; EHE EEC„r�I`_t'�:_ DEVICE RATING OF THE ACTUAL EQUIPMENT BEING INSTALLED AND ADJUST THE FEEDER CIRCUIT Z N. CONDUCTORS FC1`a ElR/�r, : . ;:e1R�UITS SIAAL_I_ BE lN;:I"E:A Ss i:.3 F :-1�1 71 !NDECATED ON PANEL SC-IEDULES STRUCTURAL STEEL MEMBER. = ACCORDINGLY. I� J J SIDE VIEW------" TO PREVENT VC)_`,a.GF Lig' r..t,EEDING J� A,T TETE- t=Al�'I I '�I , t`_E_ _.j_�I� :.�I�' ;SET;RMININC) CONDUCTOR Q SIZE SHALL. BF ._,ASED ,;`. A(`TI. AL CONNECTEC? '._'.�:) i?; F; , ' ;:r; _: ;` _'E' `.��+;ii;^Ft'.'�R I:. GREA F:i?. ILL 0 t,,, r- 7 `7UITS W,,.._H I'►JL �` E :' 'r'I.., ., I� f ,Y ; !� ,I` �`N �,F ,' E :,I?E, 2 .,;i t* I ! CONTACT ENGINE-: 0 r�. t;r F) i OR ALL RUNS I XC:ESS _ ?;.rJ I.. .i�., I.A-I;•, ,'.,R Lu :.IRlid`v e MAIN C,A�I..f-. 3 � FOR BID PURPOSE_�; � +_.���r S I ..��,.�i: S1�F �, 1`I_ .a �;' .I .. ,;. %�wi:� �.� ;-) � r: yd RE BY OtvF� (� > r1`t�iLE. VERIFY LF_`'�%0TLi Of= WIRE SIZES FOR' , :ar,E, �`:L� ';'� FT. Cn RUN r' IL)R U. THE CONTRACT)P Sr{PO.'. ;�'D;1, iF"A WITH TH' I... c C ' ..f,' +: .1;'�i,�\i , r rir.:J I� C): h't Vr Lu ILL u- W oJ0 /�25-M SUCH AS: METI=Rit•IG _„%I''(Y4 E:tvi- REQUIRE:Mt^:,--- .'•�.:: �,-`.. ';�-,<: EC:-'llt' ?t . I i=•• :'I=-,.., ? ,w�t. x - d e`I�C ,, �J, 0 U SIZE AND LOCAT!CCah: Cir. , t}�.'Vj-J-.. POINT, (;ON.?L?1+ '�� �lr.;!; '.UG `:17E- ':f._.sr2l�;IIOt I-- �`. L�.x O F_ ;. P. THE CONTRACTOF� `HALL �:,.1.\,TLE AL1_ 1ik'�_;Ir1%i� -•i:'v 't;►v � r f')R -i1L ��I.;F (' ',o'vFIRM'�T'( Z C) � z 4jt• li L y l i iN (.� Q TELEPHONE GROUNDING BAR TELEPHOt�11._=CATV RIF DIAGRAM Q. ANY CONFLICTS AND Gly.,, r :'ra. t, IIrI_L BE E3r?CiaGH ir� ;'tL -:. .rl`< :`r 3 ' I R TES S 1 THE_' F`'GINEE, HEFvF.IL' -� Z -� <.. NOT TO SCALE NOT TO SCALE PROCEEDING WITP ;tjti 'Y Wi. '.. ' ;.,. u 00 T ® ' U w MOM) PERMIT ISSUED _ r �W Z CONSTRUCTION ISSUED KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Place Jacksonville,FL 32216m m Phone 904.285.2009 Fax 904.285.3009 nsu www.kammconsulting.com Certification of Authorization#8189 09-14-06 o Q N Robert L.Connor,P.F. Florida License#52824 date O M signed c r �- v0 m 0 j v v LUMINAIRE SCHEDULE a X Symbol Labei Catalog Number Description Lamp Lumens LLF Watts _ G18-2XL-40OMH- CLEAR FLAT GLASS CLEAR 40OMH/HOR - - - + - - ---I - - + - - - - - --� - - # + - + - -- r + - - - -- �- + - - G2H4 HS LENS PRORATED TO 1000 32000 0.72 400 .4 0.4- 'G.-5-- 11-T G.8- �.T V-5- 0.5- �. - -- -G-5--- - - -- 0.5 -- - � 0.7- --- - - 0� C�. 5. 0. 0.4 LUMENS o a°)i I o G 2 H 1-2 tl G 2 H 1-5 G 18-2XL-25OMH- CLEAR FLAT GLASS CLEAR 250MH/HOR c >> G2H2 HS LENS PRORATED TO 1000 22000 0.72 250 0 C . ` + + + + + a + + i �J LUMENS v a 1 . 1 . 1 1 . 1 1 .0 1 . 1 1 .0 1 .0 1 . 1 X0.9 1 .0' 1 .0 1 .0 1 . 1 --- G18-2XL-175MH- CLEAR FLAT GLASS CLEAR 175MHIHOR G2H1 HS LENS PRORATED TO 1000 13000 0.72 175 .8 ; LUMENS o iQ 10 I 0•5 STATISTICS m +1 .2 +1 . 1 +1 .2 +1 .0 +1 . 1 +1 . 1 +1 .2 +1 .0 +1 . 1 X0.9 +1 .0 -+1 .0 +1 . 1 11 .3 +1 .4 X0.8 ' Q Description Symbol Avg Max Min Max/Min Avg/Min W .8 o ffc L o e'- N Parking Lot 1.2 fc 2.7 fc 0.4 fc 6.8:1 3.0:1 C4 .7 Property Line 0.6 fc 0.9 fc 0.2 fc 4.5:1 3.0:1 -� +1 .0 +1 .0 +1 .0 +1 .0 '0.9 '0.8 '0.9 +1 .0 +1 . 1 +1 .4 '1 .5 '1 . 1 - I LUMINAIRE LOCATIONS z .6 0 �- ) r^ U I )0 6 w No. Labe' MH v ±' 1 .0 1 .0 .9 '0.8 '0.7 '0.5 0.6 0.8 1 . 1 1 .4 1 .2 1 G2H4 30 0 z W W 0 • 2 G2H1 Y ^- 30.0 ( 1 U I + • 3 G21-11 30.0 z . 4 v G2H2' 30.0 ° 0 9 +1 .0 �.$ X0.6 X0.5 +0.7 _1 •Q +1 .0 `1 °Q v N 5 0_ c[H1 30.0_ Q w Z ^ o .5 Q 6 G2H1 30.0 I w w I (� ..�.1 Z z 1 .7 1 .7 1 .3 X0.9 0.4 0.0 Q®8 1 . 1 1 �t so U Ce C.� M r F-- O N I .5 3 2 r�1-6 I 0 2 ��+ Q o0 J C e- to W U C) t Q Mai + + + + }_ 10• / LIGHT FIXTURE - REFER TO 1 .7 1 .5 1 .0 '0.8 0.4 0.6 Q°8 1 .0 {1 .0 FH LIGHTING FIXTURE SCHEDULE m FOR REQUIREMENTS Q � � .5 _ I I0•� NOTE: � + + +1 r � POLE SUPPLIER SHALL CERTIFY THAT POLE, w U 1 °Q7 1 BASE, & FIXTURE MEETS 140 MPH WIND LOAD 30' STEEL POLE 3 "'. 1 .2 �' 8 �'S " ° �'`i 1 '2 1 ' I CRITERIA ANDSHALL PROVIDE. SIGNED 8c ,' SEALED CALCULATIONS BY A REGISTERED FLORIDA ENGINEER. 1 +' + + +0.6 + _+ "_1 .3 r +104 10.7 1 .6 1 .4 1 .0 V.6 Q. 1 .0 1 .3 � .7 1 ;4 CONNECT EQUIPMENT GROUNDING CONDUCTOR TO GROUND LUG IN Q ?r HANDHOLE. w G2H2-4 .7 + 11 :6 +1 .5 +1 .2 '0.8 '0.6 "0.9 t1 .3 +1 .74- .5 I HANDHOLE r n FINISH GRADE BOLT COVER 0 9 - z LIGHTNING PROTECTION-� ANCHOR BOLTS 34„x10' ROD WITH #4 �. �-- + + + + + + + + + , + + ► .+ AWG INSULATED WIRED -DEPTH OF FOOTING AS INDICATED 1 .5 1 .5 1 . 1 .4 1 .2 1 .3 1 .6 1 .4 1 .0 t.9 1 .0 .5 0.7 0.8 y1 1 . 1 0.9 I `_- ON ANCHOR BASE DETAIL r ri U) t ; Cn I0.8 G2H4-1 CONDUIT (TYPICAL) STEEL REINFORCING BARS LLw. e p oCS z c COL WI + + '!2 : + + t- 10.6 � � za8 +2. 1 1 .9 . 1 �Z.5 .3 1 .9 �.2� 2.0 1 .8 . 1 1 .9 .9 0.9 . 1 . �� 1 .3 °� a z �� b-9 TYPICAL POLE DETAIL ° Q �� 50 0 MLO I R NOT TO SCALE 0 U \. 0 N G2H , -3 W iQ56 o o . + + t. + + Q � � IX =wo 2. 1 .2 .3 .7 .2 1 .7 1 .9 1 .8 1 .7 .0 1 . 1 .0 1 .0 1 . 1 1 .2 1 .3 W Q `� ��� PVC CONDUIT o W 0 0 .9 > a a � v FE a� o c ANCHOR BOLTS AS REQ D. '0"5 `� �, BY BASE +1 . 1 +1 . 1 +1 .3 +1 +1 .4 1 3 +1 .6 +1 .4 +1 . 1 +1 .4 '1 .3 }0.9 +1 .0 +1 . 11 R2 .7 - GRADE Z 1 __ 4500 PSI CONCRETE N N 1 . 1 1 .0 '0.7 '0-8 1 .0 1 . 1 +0.9 +0.8 1 .0 jX1' X X o 6 - .tt ` ( ( o b_ i0.2 ► Z '0 6' ' X0.7 �.5 '0.0 W Q - - - - - - -- - - --- - +� - - � - - - - - - + -- - - - �_-- ca -_ � -- - - - - + - - - � --- - � - -- - - w .4 � 6.� C�. 0.6, ��.4 6:w 0.4 � C�.� 0. U 8- 5 REBAR CROSS TIED ~ Z EVERY 12" J z LL Q Q 6,. L6-, W D a U J 24" U W m w LL AT ANTIC OU VARD w 0 0 W = Z w Q POLE ANCHOR BASE DETAIL ° z _j < U. NOT TO SCALE <.&' o Q a 00 W W PERMIT ISSUED yT� " % F_ z ILAN _ t • CONSTRUCTION ISSUED .` � TE 0 1"-10' NORTH KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERJWETIIER 6859 Belfort Oaks Place Jacksonville,FL 32216M M Phone 904.285.2.009 Fax 904.285.3009 www.kammconsull g.com Co lttsu n9 Certification of Authorization#8189 ' 09-14-06 _o rn Robert L.Connor;,P.E. Florida License 452824 date CD CY) signed v 0 L v v m I a a � d i -5 to ,.b i p,_ A G2H1-2 '�2� ."; iN � :I G2H1 y I . . , Q r r v r. r , r r,{ k , r r : r r f r� , .r A-27,29 �.�- I ` O .... ., r I �+ rr .,' 'r Qi r; , I: ar 8 R rF r a ': co :wi,:+. r , i" r 1I Pi e Yi it 21 CL 7. 2` I r; r t , F- L.L.. a. r , : r; : :n.... .. ,.. i W {�ap✓'r j �� � r� to .`, � i �,. — � I i / � /1 4 V t — • i 1 .. ... .. ... _ - i I ' r 'i : „ ;r k Z ao 12 co w C.4 LC z Q c� W t ♦^ � x � N O t G2H1-6 V J 1 ! t LL ,a:.,, d i §` 'h I J, f 1 v/ , 1 ,.b 3 ' r+f ,r 1 I 1 r 2H2-4 r LU It it it , ! KEY NOTES 041"""" : 5 i t i i t I r ! a r i r , ,r r I A-23 `' + COMMUNICATIONS. RDI ATE 1 PROVIDE 1 CONDUIT WITH PULL STRING FOR ATM COORDINATE rn I I fi ! EXACT STUB LOCATIONS WITH SYSTEM PROVIDER v , • r , 9 rhe a _ . ... : r �.. PRIOR TO ROUGH IN it a g , 2 PROVIDE 1-1/4- CONDUIT WITH PULL STRING FOR ATM SE Y COORDINATE EXA + �I ! URIT CT STU : : : : LOCATIONS WITH SYSTEM PROVIDER PRIOR TO $ ROUGH IN. _ I t r " k'' 33 PROVIDE 1" CONDUIT WITH 4#6 AND 1#10 It Lo I ! , H41 »B» a' '� p GROUND TO PANEL FOR ATM POWER. W � � f r z C Y �' �� COORDINATE EXACT REQUIREMENTS FOR POWER p r I 3'' ,.•� ' ;; ;�"., �� : .# � - � ° '� AND STUB LOCATIONS WITH SYSTEM PROVIDER O Z _ i , PRIOR TO ROUGH IN. � 'Q 0 a� PROVIDE 1" CONDUIT WITH PULL STRING FOR �„� Q F•- -Sg r SIGN DATA. COORDINATE EXACT STUB LOCATIONS p O ' r fr 3 ' ° G2H 1- I WITH SYSTEM PROVIDER AND DBC PROJECT W = � MANAGER PRIOR TO ROUGH IN. , r r ON TACTOR L " .�' ,r. - a ,5 f: W p O ' ,.' WIRE CIRCUIT THRU LIGHTING C I �� +,� r"Qr REFER TO DETAIL ON SHEET E2.1. � t ;rr 4 3 11 LOCATION OF PANELS "A AND B". ° _ r LOCATION OF TELEPHONE BACKBOARD E� i hG� � ��'r _..._..... _.... . n,,,.,..... BUILDING MAIN DISCONNECT SWITCH r r r" .r 'Sb .. AND METER Z : r, 00 ` F BUILDING PAD MOUNTED lo, , f II � h.,,r✓ h:•, f ..:, ...K, •�iG'On.:••{ r. ' ' . I k 1 FO .k ,., -,.,, UTILITY TRANS RME 0 k N SERVICE LATERAL, REFER TO SHEET E5.1 FOR Z M REQUIREMENTS. Q , ___.._... .... „.. i 4 CONDUITS, REFER TO DETAIL ON - -� TELEPHONE CON S, I � wp SHEET E0.1 FOR REQUIREMENTS. O LL h 1 h' 1. , •€ 2 CABLE TV CONDUITS, REFER TO DETAIL ON w SHEET EO.1 FOR REQUIREMENTS. _ U r - ! , 7- 7? I; b ; 4 : 1 r , r r r , r I : F �'k' it z r : r r r .,r r 1 4. � J .rr i r , , .rr : „ „ i� .'r S: b q • f ' , ,rr ; � 174 'i�� , - .. ..,. _ .,........_,...r........._..r.....,......,.,..... r _ +.r.,n..r,n�r�................ _. n .. .. ._ ... .,-..,r..._rrr-.... .. . .. r., .. ...,.. ...._.. , ...... ............... _ ........ ............ ...... .... ......... .... ...._ ..... y} ., .. uu .".....i, r. .r....... .. v .,...r............. .....................r....._......., .,...... ..,n n.. ,........: .. ,wr._ ^ ,....... _.._,.....,., .... ..._ ," ..r _,,....r_«. _.. ...r .,....."-. ,...,—.,h -,rrw.r rn•,w,rr.r.........„..,,......... ..... ... ..........,,,-_,.,...... ._ .. .. .� r U > UJ J LL m a ° 0 � c� � W Z z z LL g a = m J W W PERMIT ISSUED - Z CONSTRUCTION ISSUEDT E L T N PLAN. - I•-10' NORTH KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Odes Placa Jacksonville,FL 32216 Phone 904.285.2009 Fax 904.285.3009- u www.kammconsult&tom Certification of Authorization#8189 09-14-06 0 �� n Robert L.Connors,P.E. 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I_i._ O O O i " I , f . 1 I �' W r 1 ; I ;i i Z ;i A: 1 I . I 1 I I j t , , '; I j - • I l. , i I{ i i i' TORAGE ; : I I : : I , I , , 1 I j j ,7; i` : }' p 1 , i i ;.. . : h I i G . I E -_ _ , i it i ; j q I I i : t I i t ?i; A I` 11 C O I I ) - , 8 1 'Og D j SWITCHBANK BACKBOX DETAIL.. Z :: - aI, ; :! I . . : i I I .p' 1 .... .. _`1`1`1`1. . . . _. .....__. .._.,.._..._.,- .,`1`11`1.. .. _ i `1`1`1`1..._ I ,� ....�..:._,1`1`11`1`1`1`1,1.. `1`1_`1`1_.-`1`1`1`1. 0`1`1`1.,� --:--- _�.._ Q , I,t . -; `1`1`1`1. `.., : ; _j 0 i r,;; VESTIBULE A 15 Q I I t i 1 It r H a I j; i 1 j ; i "� (TIE) O U �$ , I i ii i !j t i ' i i 1 F. ., `1`1`1`1.. _ _ rt ,�'', 4 �. MANAGER I { I ( I I 1 i y: _._._.4.._.1--..._1..... #1 1 r a 9 F #2 DS 4 q 101 I ti W . I '^ i I ii 1' Eii I ! "I 05 I f 1 ' # TYP ' `' : : 5 i 0 g 103 Y �; � i ; i' _ KEY NOTES Q , I I i V o- CO I I� , i �t { t , 4 C , ,$ I 1`1`1`1,. 1 ,I I ;; ( / { ; {. i ! ".,,I ! , _`1_..__`1`1`1__ " p v. 4 1 6 ,, ' ' S ... . -. . .... r � I I r : ' �/ 11`10:, `1`1`11..., j 1 , � ;1i . I W It c i { i _j I' gp , i, • ' ' ' ' i ij I Ilil .... , : ( , 4 U W C] O I { i i I ;1 _. i..._,-_. _....__....._.t. � # U : 1 I ill I 1 1 _, C. 1 _ E �•� I j i WIRE CIRCUIT THRU LIGHTING CONTACTOR 1. f ' _r... {t 1 I ".__....; i ' I ' J I G 1 C 1 s ! ; ' t i � , I I . , i , f 6 I v,..Ln. 1 11 , y ,, v 1, ; ' 1`1`1`1 .._.. ............... _.__.___-'.__,_ `1`1`1`1..`1`1`1`1 }._`1`1`1`1.,._`1`1`11 i 1 r R __... i_ 6 : I: , I _`1`1`1`1.___._`1`1`1`1. _.. ,._,_ _`1`1 `1 `1 _ _`1`1`1`1_.. A. - -__ t -_ '.. `1 `1 `1`1•..I:.. . .._ ..�I'... `1`1`1`1 `1`1`1 �.... ........_...._...__...,....... I t ; : I �,,..��.1.. :; _: _`1`1`1_`1 I --. _`1`1`1`1..._ _... __. _ �- T�(P. I� r REFER TO SHEET E3.1 FOR CIRCUITRY. j, .., I { , i I .t 4 I h I II 11 i a i i ; E 1 R I I ' I '' ; 1 , ,_., `1`1`1`1_`1`1`11.. o- 1 A 15 ... `1`1`1`1.. ...i... ... ,....... .-. .. ._. ... .. ... `1_`1`1`1 _`1`1`1_`1.. _ `10`1`1._ `1`1`1 `1. 1_`1_`1 `1 ._ _._. : 1`1`1`1.__.._`1`1____`1`1-._,.,d....-.� .. _`1_`1`1`1-.L_.__ .. ._.,., 1`1`11• .,. L,.,n2,,,...n::.,,:.,,1.,.,,,.:..,..Y.,.,:,,,,,k,.,:.,..,.n,.,.,:.,.:,..::,:...,Rn.Itn..:.,.. ,., 1111:., ,:,:.,m,.:,,,...,,a...n, 1. - d i ,. 01`10 : .R: `1`111,.,�1,., .,. ; , A I 1 1; ::' ..r _.,. 'il __ � ... . . `1`1`1 `1.,........_... .._`1`1`1`1 ._ I 'stw'a'�wtE,.•rn,�F�,i1"-,x -r•c';r.xr.;;•' •-ax':t Wwwsrl :s,+;m�uc �aaesI...a:tn:as:ecn'w*s" - ,;ra': ,r,.. C , I O l m,awxras r ' i i i I ,, TSP :: • _ . ,:.� :�n,., :� ; �T1E) I�„ , , f I • ;k1 • �.- r,`1`10`1.. 11`1`1. 11;x.. .`1`1`1_1`1.`11`1.. ... `1`11`1;i .. I ...... `1`1`1`1,..-... :...1........ . ,.,. I _ 100`1.. . ,.. 1,_ 1,... ;;II r:? 1 t `1`1`1`1. 41 t THR ED POSITION SWI CH. UPL SHALLL,B E OPEN& _._,. Z ,.,..,...., 1`1`11 ._,.,,,,. - : 10_`10. `10`1`1, _1..... `1`1`1`1 ,, I ":,,..1..,.,.:,,::,1:1:,1 ;. a _.. _.., f I k 1 ; SHALL BE OFF AND DOWN SHALL 8E , 1 CENTER { i t G ' I I : 1 : : '�, ; id { i ._, . .... _., ......- . _.... ......_,... .. ,. .- - -'.-... .... ..-..,... .. --•' - __.___.__._.,-___.�,_1._..--"-1. . .. ... .. . `1`1`1`1. 4 , 11 ; 1`1`1`1 v' 0 1 i 1;._' I a.a: ... CLOSED M W-`1111.. _.............._......,......_`1`1`1`1 ._ "s...4......`10`1..1 ,. .. ., .. `1`11`1, `11`1`1 ... .,._,...._....... `1`1`1`1 ..- ....-_..._.........`1`1_`1`1. .._ `1`1`1`1...- �..-,,........,,•1... ........._`11`1`1_.. .. .. .. Y : 11 ''... , ... . .. : 1`1`1`1. Tt.1. _ , 2 1 1 I I 1 ; 10`1`1..:, ; 4 SWITCH FOR BUILDING SIGNAGE, COORDINATE i 4 `' i h EXACT LOCATION WITH SIGN INSTALLER PRIORco . j I j ; s , iii. ; TO ROUGH IN. Q j y , ; i i ; : . I i : 000 `1. ! ! : i i I., ­ 11 11 I ; . : i i i � O i : I : i I i .11 ­. 1 . Gt ! I J i ! Ii i i i f L I i i I i I ; : � I ; ;i i i I i i : i . UL C) 3 j t ' if I i { U j t j u W i I i m 1 z n i i � .i i 1. I. I ., i ..-.� , ), : .1 . A . � w i G VZ w 1g o Q U- W o U i eviewe U- to . o U a . �'\ = W Z ul - T 1L , rl NQ Z 5 •i r- r Li.. � Q 3/16 1 0 NORTH a 9 � o0 0 ti/ P2 2006 P � 00 PERMIT ISSUED - 0 Z � 4 CONSTRUCTION ISSUED - J 1 I KAMM CONSULTING PROJECT#: 2005-1065'' PROJECT MANAGER: SCOTT MERIWETHER :6859 Belfolt MMIM6 Jacksonville �� Phone 904.25.2009 Fax 904.285.3009 a - u www•karnmcons 0001 Certification of A #8189 Robert L.Connors,P.E. Florida License#52824 0 M 1 I o `5 . . .. . - - - -___ ____ - b g I MAIN ,. I I DISCONNECT METER rF)l SVNI TCH P C] i f' 1 Er1 II ' 0. c� ) _� _ ... ....._ _ NA2P tj MEN t• ! ,.5 NEMA 3R 123 , CORRIDOR B-1 c a 2P VGVFPI CU-4 y ! A 4 U EMA 3R - � 6 E i' 1 2 N (TIE .i' i ! :r . { LOUNGE it +54" !r' vo A 0,32 I' I : ' 126 I t i 6 m _..._ it ORAGE 6_0A CU EM 3R E _ g-3,5,7 �' �'� 129 � k i i •�+ (� !t is A- ' 122 9 (TIE ;; CORRIDOR t� ! 7 B-10 i i § WP ! + : t' ii - Z , Ilia& I CFI. I : 125 k !!! I'i , i i.. , " I , 23 kh A 28 8= 2 B-13,15,17 I 17 B-19 (n '! j ) PANEL "A" EF OFFICE s' 8 COUPON PANEL "B" .,t 15 z ji 'A')H VAULT ( ) 4 Z 121 SERVE ./ELEC. 128 W O it , t INTERNET CAFE 119 it •,r p _: :4 `" r' ,. 127 � 23 Z � d k (TIE) 120-419 . I 4 B-21 I Q W !i N , !, .�k , : ' �•`" WAITING ,� 00 ! S.D. BOXES 120 KEY NOTES r s, m W .� I ! i : p' , , r' ' 118 _..._. _... . .. ...... . � i p r B CLOSET ! Z � � , k MOUNT RECEPTACLE ON /C UNIT, AVOID ALL p 113 I 1 A T � W x M _ CH H N it ACCESS PANELS AN U _ $ #! _ S NES DLO VERS 9 -�� 8 23 _ " 2 LIGHTING CIRCUIT, (TIE) EXTEND WIRING TO SWITCHED LIro W U �, s I! REFER TO SHEET E2.1 FOR CIRCUITRY. , it WRE CIRCUIT THRU LINE : i VOLTAGE THERMOSTAT PROVIDED BY MECHANICAL : ' j! :. : B-29 i + i JF OtKR00M TELLERSPROVIDE 1-1/4" CONDUIT WTH PULL i , -,,, 5'-11,• C� ...� i : STRING FOR ISLAND COMMUNICATION COORDINATE v ; i i , b 118 : i h - EXACT STUB LOCATIONS WITH SYSTEM PROVIDER : B W !i ; i _7� , g i p i � � PRIOR TO ROUGH IN. k t � X" en DRIVE—UP T L , 4 � EL ER : ; -, ' �..�'' 5 PROVIDE 1-1/4" CONDUIT WITH PULL STRING B FOR FUTURE MEMBER KIOSK. COORDINATE a I! E p ;'i ,'r�`;:� �� , 31 i��' = ',�;''�, M ; EXACT STUB LOCATIONS WITH SECURITY SYSTEM (� I B- 8 I - ���' v'4. \ �� WAITING 1 1 PROVIDER PRIOR TO ROUGH IN. C/ CHECK DESK » f " " ' t�. , � ,. AREA �` PROVIDE 3/4 CONDUIT WITH PULL STRING TO PANEL B FOR FUTURE POWER CONNECTION � � i I � r � . ' 108 j -- it •, i ' 8-2 TO MEMBER KIOSK. JUNCTION BOX FOR FUTURE CASH RECYCLING iI ' k w i GFI !' .................................. . _ t : B 33 ! ! COFFEE , , , _ ! ' ! A-10,12 B 1 I : : • , : a : r :I I i ! ¢' BO : „ 2 -23 i (TIE) DRI p S : 4, �\ q i !! ! Y i I Y I 5 - u , LOBBY !k;... 109 ..E CO) { ! EETER B-23 I `- STORAGE 1 8-23 ; i , Eu ' Z o I y i i IE Q ! i WP 18 30A 2P k 3Ri �T ) T4 IN /2,4 i 1 1 li s LL J ANAGER W a � .� I ij ! B-20 5 ! C0 CL !' 2P F) ' Q d. c O. I C 4 ! i ; —18,20 � P VESTIBULE I i ! W O O C 00 : 10 I + S _. --� 3 F� h 2 � �+ • � I' . II I i I E10 O #1 i v 103 I f dd t , : I 4 it , } : , , , .. ', . .,:Yfiu9F!v!!�f"S:I:.�.y,.,...vr•,':.t.h.z':t}-:i::!'.,i'.:u vi$':4� ,i:S1P+4�J4ii:..•Jtia^.JY'ir"Aan ,��v' .ruFl rTl:!,`FB!#R+i,Y<�:�5:'vdi'y'i,i!.•.,n�i�'t{yR:;ti�.F.y�il� �'� ' .....nn.i, , ' .._ ., , , , I i i \ , a I : , M j f : I ' ! I r. I .. j i 11 WP r N i ; I TIE) AFI a ch ! , i , , F� O { j LLZ Jg Oul- Q w o U J evjewe W m 4- .y ULC)Q U PowEr% D © U w Z z g 3/16'-l'-o• NORTH 006 �' a l,LTFRiV pTIO�pv W ui PERMIT ISSUED - a CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Plane Jacksonville,FL 32216• Phone 904.285.2009 P'ac 904.285.3009. ■ Certification of Au illation#8189 Robert L.Connors,P.E. Florida License#52824 O GMS s� V b o �1) PIECE SINGLE OR DOUBLE (1) PIECE DOUBLE TELEPHONE SECURITY NOTES UPLEX COVERPLATE OUTLET COVERPLATE AS PER PLANS. 0 0 0 A. THE ELECTRICAL. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, STRUCTURAL, AND �1) PIECE ALARM . . MECHANICAL/PLUMBING DRAWINGS FOR THE EXACT BUILDING AND ROOM LAYOUTS, ALL o0 OUTLET COVERPLATE _ ; .: DIMENSIONS, SECTIONS, DETAILS, ELEVATINS, VOLTAGE REQUIREMENTS AND PHYSICAL 0 0 0 ' 0 SIZE OF ALL EQUIPMENT FURNISHED BY OTHER TRADES. COORDINATE AND ADJUST ALL SECURITY SYSTEM INSTALLATIONS ACCORDINLY. O I y a 3 A B S -• J - -. r ,: .. THE SECURITY POWER AND CONDUIT LAYOUT IS DIAGRAMMATIC AND IS TO BE USED A WALL STUD MEN A GUIDE ONLY ALL INSTALLATIONS SHALL BE COORDINATED WITH THE SECURITY AND 1000RRIDOR LOUNGE WALL STUD 123 14 CREDIT UNION EQUIPMENT SUPPLIER, OWNER, AND ARCHITECT. 1-1/210TELEPHONE F1241C SHALL BE VERIFIED WITHOUTLETALARM i!: 1-- --- U 126 -�'` ALL OUTLET AND DEVICE LOCATIONS AND MOUNTING HEIGHT'S RECEPTACLE DATA OUTLET w — Y THE ONS WITH : INSTALLATIONS OUTLET J m r >-:. .. EQUIPMENT AND AS STEMS SUPPLIERS AND OTHER OTRADES. : M , : , h S ! D NTED IN THE MILLWORK WITH it ALARM __._ J � COORDINATE EXACT LOCATION OF ALL WIRING DEVICES MOU +!r DBC PROJECT MANAGE. CREDIT UNION EQUIPMENT SUPPLIER AND MILLWORK SUPPLIER g I CONTROLS ; TORAGE -- o ® ® PANEL 129 E. PROVIDE PULL WIRE FOR ALL EMPTY CONDUIT; LOW VOLTAGE WIRING TO BE PROVIDED . co N r i M ! AND INSTALLED BY SECURITY EQUIPMENT SUPPLIER.S ❑ F. PROVIDE PULL WIRE FOR ALL EMPTY CONDUIT; LOW VOLTAGE WIRING TO BE PROVIDED LTI i I;I i CORRIDOR -6 .. j, .`i syr .`P,: : G PROVIDE PULL WIRE FOR ALL EMPTY CONDUIT; LOW VOLTAGE WIRING TO BE PROVIDED DOUBLE GANG — i 125 I 2 J � f C� UNCTION BOX MOUNTING JUNCTION BOX O I �-- 3 STRAP. LENGTH A REQUIRED } OFFICE TO Fi R TWO 2 WITH DIVIDER. CONSECUTIVE STUD ) ! h ;; y ;I L ' COUPON r ° i kt ? jit 'i I A H VAULT ' `SERVER/ELEC. 128 0- Z i d 4 'i rr i tj KEY NOTES '�-� I.: is! i I 1.. � 119 i,... . ._...__ . ......,.._...._... �, a2.z._. .._ :. ......,�: ... , .. � U p. TYPICAL FOR I SITUATION — ADD OR DELETE Z THIS S Q D LE BOXES AS REQUftD FOR COMPLIANCE WITH PLANS { i�lei I `` PROVIDE JUNC11N BOX FOR DVR MONITOR MOUNTED IN SOFFIT. O 6: a ; ; r M i is r _ N , : �' WITH 3 / _ Go i WAITING _ WALL DETAIL O t i' `' TACCESSIBLE CEILING SPACE FOR DVR EMPTY WITH PULL STRING 0 : I ; i 4 6X6 X4 JUNCTIN BOX 0 4 � E-10 NOT TO SCALE , ; ; S.D. BOXES J i j • : Q 120 i w. _i, � x � � z ":: 14 .---- �� r r CAMERA CABLING. { : 5 r _._..... ._-_._........... .. --. __._ . 118 J -- ;i � � � d #5 ! 3 JUNCTION BOX LOCATED 18" A.F.F. WITH 3/4"C. TO ACCESSIBLE 'N `` 1CLOSET O Z i— ' �I q, _.._..___...... i CEILING SPACE FOR DVR MONITOR. ) U I� N'S W —.. 113 ?. _.. _.._..._.. __. _.. OR DVR SERVER — i L.74A.F.F. .i S: .. ...... .. PLUG STRIP MOUNTED 48 AF F HILDR N S AREA ' t— J .� i 0"! _ `y 8 J n..__._ I .. ! ' JUNCTION BOX ABOVE CEILING FOR FUTURE DYE PACK SENSOR. e== it ii tORKROOM + ' 6 REMOTE LOCKING SENSOR IN PAIR OF DOORS TO PREVENT REENTRY {,� Js _, TELLERS INTO THE CREDIT UNION AFTER AN INCIDENT. LL i I — , L . : : R 116 it i .....::.,:,:,:.,:.,.:,.:m,. ;:; C/) p , ,a ;' 115 ._.,.� � � ���� ` � �� .�" O SINGLE GANG JUNCTION BOX MOUNTED ABOVE CEILING FOR ALARM f z I! I _ - i I , ; , I ��,�,' WIRING TO DOOR CONTACT. STUB 3/4" CONDUIT D@WN INTO DOOR t1.1 i i : i 4 � � I DRIVE—UP TELLER � ,�''''rr�r ' '� _'°"at,,�Il ` r 1 FRAME EXACT LOCATIONS TO BE COORDINATED WITH SECURITY ; a I r ....:.............._., I r G _ � EQUIPMENT SHOP DRAWINGS. itJUNCTION BOX LOCATED 96" A.F.F. WITH 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR ALARM INDICATOR DEVICE LOCATED l..i , ti. s ABOVE DOOR. -: J ;. r: WAITING i ' 9 JUNCTION BOX WITH 3/4" CONDUIT TO ACCESSIBLE CHECK DESK - O L CEILING SPACE AREA �`, � •��, i �� , � FOR NIGTH DEPOSITORY EXACT LOCATION TO BE COORDINATED WITH : SECURITY EQUIPMENT SHOP DRAWINGS ' I � �, i ` 1 Q FLOOR MOUNTED JUNCTION BOX WITH 1-14 CONDUIT T4 ACCESSIBLE , SH RECYCLING MACHINE ! ! j I If J l i � ! i: `�� VERIFY SIZE WITH EQUIPMENT SUPPLIER. f COFFEE 11 JUNCTION BOX LOCATED AT 18" A.F.F. WITH 3/4" CONDUIT TO i O [� ACESSIBLE CEILING SPACE FOR HOLD UP BUTTON. : , .. M SINGLE GANG JUNCTION BOX LOCATED 45" A.F.F. FOR ALARM SHUNT I KEYPAD WITH 3/4" CONDUIT TO ACCESSIBLE CEILING AC I i G ' E• i PI LANES LOBBY O ACE I ; , : i s 13 JUNCTION BOX WIHT 3/4- CONDUIT TO ACCESSIBLE CEILINGSP FOR SAFE DEPOSIT AND CASH VAULT FOR SOUND, H AT AND i i I VIBRATION DETECTORS. EXACT LOCATION TO BE COORDINATE WITH 4 I • I 109 joy p E .M EETER � � _ � � c SECURITY EQUIPMENT SHOP DRAWINGS. Lu o g i E v f i I' I 6 2 _ ACCESSIBLE CEILING SPACE ST I. ! 10 ,� Z � rx i JUNCTION BOX WITH 3/4" CONDUIT TO � MTD. 5 ABOVE VAULT DOOR AND 4 TO LEFT OF CENTERLINE OF Z C t 2" 1 ► i I;' LT OPENING WITH 1/ CONDUIT STUBBED DOWN THRU Q o i f : 1 6 VAULT DOOR NDU � Z , F j �. ' S a r a a I.......��:..__ ... .. . ... .. DOOR OPENING FOR V VENTILATION. : j J i ; VAULT i i t i �p f 1 .S.0 1 {: " 15 JUNCTION BOX WITH 3/ CONDUIT TO ACCESSIBLE � 04 i CEILING SPACE p 0 ? C F k G i, ; MTD. 5" ABOVE VAULT DOOR AND 4" TO RIGHT OF CENTERLINE OF W 4 i 1 VAULT DOOR OPENING WITH 2 CONDUIT STUBBED i DOWN THRU M ' AN AGER I I 103 '. Ij I IpI 105 ;; I i �'� i i ' ` VESTIBULE DOOR OPENING FOR VAULT DOOR PROTECTION. (� 4" a o Q G'S li 101 W 0 0 L--J i C- : I i I i I NI� p , i.. I i i $ @ i --- 11 i 1 , : 1 t , I I I ? fi ! 5 ii p i + _ J _ iii.. 5 t i n 77 7 J M + +s�. 1 , Ce 0 _j r N j : I i u 0 Z o Qa Ll.LLW LL 00 �e�•iew Q 0 0 U U '"' D y = z it LAN v W a z LL 3/16"-1'-o• NORTH m r. P 0 z '7 PERMITISSUED - u CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETHER 6859 Belfort Oaks Plm Jacksonville,FL 32216 Phone 904.285.2009.Fax 904.285.3009 0 www.kainmcon &gym Y Certification ofAu�#8189 09-14-06 Robert L.Connors,P.E. Florida License#52M oa s C CUIT PANEL "A" SCHEDULE OF BRANCH IR MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208 12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT, WITH SUB FEED LUGS. MOUNTING: SURFACE AIC SYMM: 22.000 UEGCRIPTION WIRE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE KVA KVA KVA CKT. TRIP COND. GND. WIRE DESCRIPTION LIGHTS 1 2 J12 3/4" 20 1 1.3 3.8 2 60 1" 0 06 AHU-1 LIGHTS 12 1__;_2 3 4 20 3 1.0 3.8 4 2 a LIGHTS 1 1 3 4 20 5 0.5 1.8 6 30 3 4 CU-1 LIGHTS 2 12 3/4's 20 7 0.5 1.8 8 2 LIGHTS 12 #12 3/4" 20 9 1.2 1 4.3 10 60 1" #10 #6 AHU-2v,,,, LIGHTS 12 12 3/4" 20 11 1.3 4.3 12 2 c •.-• LIGHTING EXTERIOR 2 #1 3/4" 20 13 0.8 3.2 14 60 1" CU-2�/ k LIGHTING SIGNAGE 12 3 4 20 15 0.6 3.2 16 2 V LIGHTING. DRIVE THRU #12 #12 3/4- 20 17 0.1 6.2 18 60 1" 010 06 AHU-3v__ SPARE - - - 20 19 - 16.2 20 2 SPARE - - - 20 21 - 3.2 22 60 1" #10 CU-3 u Y LIGHTING BLDG 2 10 1 1 3 4 20 23 0.3 3.2 24 2 LIGHTING ROAD SIGN 2#10 1#103 4 20 25 1.0 1 4.3 26 60 1" #10 #6 AHU-4 LIGHTING, SITE 2 10 1 10 3 4 2 27 0.8 4.3 28 2 ✓ 2 29 0.8 3.2 30 60 1" CU-4 V,i' SPARE FOR ATM - - - 60 . 31 - 3.2 32 2 . T 33 - 0.8 34 20 3 4 CU UTILITY COMPANY 4 A V PANEL PANEL 3 35 - - - 36 20 _ _ SPARE AD MOUNTED O 3P TVSS 4 10 1010 3/4- 30 37 - - - 38 20 - - - SPARE 39 40 SPACE TRANSFOR ER NEMA 3R 3 41 - - 42 - - - - SPACE O 120/208V, 30, 4W 400 17.9 16.8 13.5 KVA PER PHASE PANEL A !- COORDINATE EXACT LOCATION AMP 7.2 7.4 7.0 KVA PER RASE ANL B METER 25.1 24.2 20.5 TOTAL KVA PER PH WITH UTILITY COMPANY BOND 1 208 202 1 210 AMPS PER PHASE Cn �"� • 69.8 TOTAL KVA a. NON-CONCURRENT LOAD Wo \ / U z � \ "B" 0 0 \ / 4-500MCM & SCHEDULE OF BRANCH CIRCUIT PANEL 1 3 IN 4 MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208 12OV. 30, 4 SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT "J Z °D _ __.. _.............._... _ MOUNTING: SURFACE AIC SYMM: 22.000 a • CmLm A PHASE B PHASE C PHASE DESCRIPTION WIRE GND. COND. TRIP CKT. KVA KVA KVA CKT. TRIP COND. GND. MARE DESCRIPTION Ln w � RECEPTACLES 2 12 3 4 20 1 0.5 1.0 2 20 3 2 N 4-500MCM & 4-500MCM & APPLIANCE 12 12 3/4- 20 3 1.0 0.8 4 20 3 4 2 12 RECEPT 1#3 IN 4" 1 1#3 IN 4" APPLIANCE 12 12 3/4" 20 5 1.0 0.8 6 20 3/4- 1 12 12 RE �„. H x M REFRIGERATOR 12 12 3/4- 20 7 1.0 0.2 8 20 3/4" 1 2 12 RE S N RECEPTACLES 12 12 3 4 20 9 0.6 0.2 10 20 3 4 2 12 RE T. ITY W RECEPTACLES 2 12 3 4 20 11 1.0 1.0 12 20 3 4 2 12 RECEPT. R R RECEPTACLES 12 12 3 4 20 13 0.4 0.4 14 20 3 4 2 2 2 RECEPT. TI ULE 0 < RECEPTACLES #12 #12 3/47# 20 15 0.41 0.6 16 20 - - - SPARE RECEPTACLES #12 #12 .3/4' 20 17 0.41 0.6 18 20 3/4- 2 2#12 DRIVE 1 4 1 RECEPTACLES #12 012 -3/41' 20 19 0.41 0.6 20 20 3 #12 2 2 DRIVE THRM G G RECEPTACLES #12 #12 3/4- 20 21 1.01 22 20 - - - SP {.D _j RECEPTACLES 12 12 3/4- 20 23 0.8 - 24 20 - - - SPARE _ 4 5 RECEPTACLES 12 12 3/4" 20 25 0.8 - 26 20 - - - SPARE - O- RECEPTACLES 2 12 3/4" 20 27 0.8 - 28 20 - - - SPARE -.-.- - \Oti C/W ..�-� RECEPTACLES 2 12 3/4- 20 29 0.4 - 3 20 - - - SPARE w 0 0 RECEPTACLES 12 12 3 4 20 31 0.7 - 32 20 - - - SPARE _ RECEPTACLES 12 12 3/4 20 33 1.0 - 34 20 - - - SPARE 2 RECEPTACLES 12 12 3/4" 20 35 1.0 - 36 20 - - - SPARE 4 RECEPT., CASH MACH. 12 12 3/4" 20 37 1.2 - 38 20 - - - SPARE GARBAGE DISPOSAL #12 #12 374 20 39 1.0 - 40 20 - - - SPARE 3 SPARE - - 20 41 - - 42 20 ISPARE 7.2 7.4 1 7.0 KVA PER PHASE 60 60 60 AMPS PER PHASE _ -j- 21.6 TOTAL KVA lop-011 ELECTRICAL RISER DIAGRAM, NOT TO SCALE s co 8 a Iii C KEY NOTES w g . z 171m#1/0��GROUNDING ELECTRODE CONDUCTOR C 3/4 SCHEDULE 40 PVC CONDUIT. Td' wj O va . 2 EXOTHERMIC CONNECTION. ELECTRICALLY CON- O TINUOUS STEEL REINFORCING BAR (20FT MIN. LL Q H � , �,a LENGTH) IN BOTTOM OF BUILDING FOUNDATION W O a IN DIRECT CONTACT WITH EARTH. W a10 FT. LONG x •6 '.a d GROUND ELECTRODE„ DIAMETER COPPER DRIVEN - CO W Q . �. .� z 2 1 � woo ��� 4 EXOTHERMIC CONNECTION. (TYPICAL) w woo 5 MAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. 6 PROVIDE (1) #1/0 BONDING JUMPER AROUND FIRST VALVE. Z TERMINATE CONDUITS IN EXACT MANNER AND LOCATION AS REQUIRED BY UTILITY COMPANY. O M LEAVE 10 FT SLACK CONDUCTOR PER CONDUCTOR z FOR EXTENSION AND CONNECTION FOR UTILITY' Z COMPANY. �Q g PROVIDE INTERMATIC "PG2500" SERIES TVSS SYSTEM WITH 60KA SURGE CURRENT. O U9 GROUND BAR. O" 2 1 . 10 NEUTRAL BAR. W " U " z Jg o Q IL U_ > LL w co .J U- O Q v v W z CD z U co �- PERMIT ISSUED - Z CONSTRUCTION ISSUED - KAMM CONSULTING PROJECT#: 2005-1065 PROJECT MANAGER: SCOTT MERIWETMR 6859 Belfort Jacksonville FL 2216 Phone 904.!hS.2009 Fay 904.285.3009 ■ Y Certification of Audi&ization#8189 - �3914-Ofi Robert L.Comm,P.E. Florida License#52824 dt�e O P-000019�'"�1- M ld u .. 0 •o c a 55'-10" Jdp 0 2'-2 1/2" 10'-g" 259-8 1/20► 141_1,► 31_1„ ; I"- 3'-4" R.0. 6'-0" 11'-11 1/2" LO • � ,�� c o v o I iv FACE OF Y M STUD 6'-6 1/2" R.0. 10 1/2" _ 1 " CN ro n n N 1 -a�..�I - - - - - — CI MLO C3O - - - ° ° - - - - - - F--I = f'-��-�1 'o of I — — z VO 13j� N M I I 0 N L---� I v I s 1 4" STEEL BOLLARD --� I SEE DETAIL 1/CS1.2 (- 1 1 11'-1 1/2" O N I r Q. Z N ` I ' r N 2'-6n r, I W V I LJ L J MIN. 1 V — — — z 0 C> 0 cn ;: N I I N ui Z (,� I o3v i - 1 o I o Q W g N d- — — in N ap Z w W LLJ Z ,o 1 in ,— n , ,_ „ �— n 1►-5"1 N V M ISA RAISED CONCRETE ISLAND 1 Er=- N � 1 �.�•' � � .y�: 5 0 1/2 -$ 13 2 1/2 10 4 ► �' n 3-7 1/2 I _ Z N WITH PREFAB METAL FORMS o 11 04 TT II c i z LL_ o I W , SEE DETAIL 1/CS1.2 �, I 1 \ o CN o _ r m N TELLER LINE I Q M a N N b IW CONTRACTOR << 3 1121' o0 00 Aw I 1 -6 1 -0 "ALIGN az 5 r–– ––-11 I = I MILLWORK BY p co a < E.P. to 1►-0" �, L__ r IW CONTRACTOR n I I � I II I � I I ICN I I I � U O O � — — � N �� — H REMOTE — — — — — -- 1 UNIT (TYP.) ° ° o `r' r- "N 11. I Pe) 04 I I o o n. r, oo i l I I LJ / � a t � I I I IL j I MILLWORK BY u = IW CONTRACTOR I 4'-3" I 00 1 LO W �� „N.0 1 L O O p — F �Ccry r 1 co o $` E�m Il I i rr A l Z 0 c 9'_0„ 4.1_O„ 9'_0„ �L= 8'-7”4. 10I I I I +� �* LL Q o+6 1 J. Q E 4-m- 00 �, a0a�o NORTH I CONCRETE 7►_1 " W p� 0 N a I CURB _ __ CO a °��` Otw 2 DRIVE THRU PIAN I o 4 -4 1 .- _ :s,*; C-4 S A •3 16'► ASPHALT 5" CONC. w 1121 — — A PAVING .I GREETER STATION 1 o ° " BY IW CONTRACTOR / I I I _ I I I 1 I I Q • = Z 13'-31/2" 12'-71/2" �' 12'-81/2" '1 I Lim I 0 0 I / = 0 I � I �40 41 O — 8 1/2 — — — — — 1 — LL M I o � N � M - - - - - - - I - - - - -}- - W U. - - - - 1/2" R. I o U 1 I _ I 1 1 22'-0 1/2 R.O. _1 I Q - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - A LL 14, l� � W � �-- E.J. — = z c°rl a aa. 1 L - - - - - - - I - - --� NOTE: ►► n n DIMENSIONS ARE TO FACE OF STUD. 1 1 2f-5 1/2 -5 1/2 12'-6 /2 R.O. FACE OF CONCRETE AT VAULT W U J p STUD Z Q > o Z w m STUD FACE OF ,► 14►-4" 22►-5" 19'-1" ►► Z U 3 3 W 55 -loop I M 10 11-51p W W Z Q 1 13'_0" '-2"1 10►-10" ( 1 3'_1" 19'-10" I 10'-2" 3'-11" 1' '-2" LL o 10 o � � 68►_4„ .0 a •c LiJ 1 $ z 8 3 $ LL " NORTH FLOOR PLAN DIMENSION e�iewed6,y Al . SCALE:3/16" N " u u r 6 " /ITERNATIO vo o »- v m O I u 0 c C a 55'-10" 0 2'-2 1/2" 10'_9" 25'-8 1/21' 14'_1►1 31_1" ; 10 3'-4" R.O. v / 6'-0" 11'-11 1/2 I J. / ca o I _ FACE OF Y RSTUD 'f') c co ��z�1 6'-6 1/2" R.0. 10 1/2" N o (o N t I ,�� r j w, c� it 6 6 C5 10 0 0 r 1 C> c I i i N L� J 00 I v 4" STEEL BOLLARDL_J I z SEE DETAIL 1/CS1.2 I (----1 I N 11'-1 1/2" CN z 401, 1 N 2'-6" i� Lr-iJ •- L__.J MIN. r--- I W V I — M --- � — — — I V I — — - J — — — — — — i o _ W r .� ,t iv Z c O N I p s • U go I t_ 0 _ u' 5'-0 1/2" ,_8 13'_2 1/2" 10'_4" 1'_511) �' � V � � � r- N R ,r CN RAISED CONCRETE ISLAND I �'"- I .�. ' o cos WITH PREFAB METAL FORMS o �� --� _. N 3-7 1/2 I � _ SEE DETAIL 1/CS1.2 �, I I ,.. _I N TELLER LINE 0 I N N 00 I I o IW CONTRACTOR " 3 1/2" do x . I 11_6" _o — � I J 3 1/2 ALIGN o i 8'-4" -- -- ' I � s " R MILLWORK BY I a E. `D Q 1 _0 M \ L__ __JI IW CONTRACTOR _ I I I N I � Z � I ~ j' REMOTE I UNIT (TYP.) 0 0 o r tnI%f i cl -------- rn C14 El C3 _ - - - - - - - - I Z � —I I + I I D r� >� I ' _ ao _ I MILLWORK BY o F--- a R IW CONTRACTOR I 4'-3' I 00 OAC ; / \ o I p o g` E�w 1'_3" ��_ I I I s «3 9'_0" 4_0.1 9'_0.1 L LL��_ 81-7" I I I Mto O Q Wi g° ' NORTH I CONCRETE E W a CURB _ a. o oto N - (� a o, �� o c /1"00 2 DRIVE THRU PLAN I _ \ I � < Z :6 FS 45 I - - Ix V v yy . 0 - C Al . SCALE:3/16" PAVING ASPHALT 5" CONC. ( N \ I � �- o a- i GREETER STATION " o � r BY IW CONTRACTOR 1 0l I 13'-3 1/2" 12-7 1/2" 12'-8 1/2" I , I �, Q Q I \ it 8 112" \ I r 0 Z co — — — — — — — — — — D N M - - - - - - - - - I - - - - -�- - W I I I I 22'-0 1/2 R.O. — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A um T,2 LL W m Q E.J. 0 = z / \ (A a I I I I NOTE; L" " — DIMENSIONS ARE TO FACE OF STUD. Q 2 -5 1/2 -5 1/2 12-6 /2 R.O. FACE OF CONCRETE AT VAULT w J J. STUD Z Q 11011111111 o z � m STUD FACE OF 14'"4" 22'-5» 19'-11► z U 3 0-1010 3 2 0 55I � M I I 10» 11-5" Z I�iJ w Q 1LL 3'-0» '-2" 10'-10» ( 13'-1" 19'-10" I 10'-2" 3'-11" 1' '-2" .7 68'_4" ° a c uj � g z 12 11 10 9 7 6 5 4 2 1 V J N NORTH FLOOR PLAN DIMENSION e`��eWedey Al . SCALE:3/16" N � N u u Pv �rFRNAIX0 o I I u O v c 55'-10" I 2'-2 1/291 10'-9" 25►-8 1/20 0 14'_1" 3'_1" c 3'-4" R.0. 6'-0" 11'-11 1/2 >* ° o FACE OF Y Y I `N STUD I v- rn to Vo 6'-6 1/2" R.O. 10 1/2" it 6" " C3 LO 0 0 C-4 1 1 � I I 4" STEEL BOLLARD I L-J __ i ;f, I N SEE DETAIL 1/CS1.2 1 r�.,��1 11'_1 1/2" 1001 0 CN N r N 2' 6" _ ^ I w 0 1 LJ M L__J MIN, I V i O IR � z I = U .? CV 0 •�• I a I N ri I o � I ' O s • �.} w 1 W U-) 04oo I 3 Z a �� m Li ` z U. I IRS L 5'-0 1/2 -8 13-2 1/2 10_4 1 -5 I V rr= N I I ' ' 1 O c7 RAISED CONCRETE ISLAND I s it �? ;�? �; = 1,31-7 1/2 I Z WITH PREFAB METAL FORMS o - _ � SEE DETAIL 1/CS1.2 �, rn ' / `n I 1,1J In o 00 N TELLER LINE I a 014o IW CONTRACTOR 1 31/2 -- 00 00 3 1/2/2►, 1 -0 ALIGN o I I I ( az 8,_4" I I I p E R JI MILLWORK BY s a " I I IWCONTRACTOR I2 o Z o• __ I REMOTE — — ° ° a --, 1 ci UNIT (TYP.) o o r_ \°c I ( � I \ — — — I - L - - - - - - - - - - I zz <� �/ 1 to I - t I ° O N •� I o 1 IMILLWORK BY o I- IL I _ .� IW CONTRACTOR I 4'-3" I 00 co ; LO ff) L-Q uu fA 1 O ♦ •— — F c ucc� to vo $tEm 1'_3►' Fr_ I I s I I i `n Z o ►_On J. 4'I_O" ►_O„ V LLQ pp_7" 1 O QV lx 41 Q t{►► Eo IAoa�o NORTH I CONCRETE ~ 7'_1 " WRB p a it -• I>,.0 117 E- L I � a N � -• 7 p' 2 DRIVE THRU PLAN I o = 1 4'_4" _ J Q zoo ° i ¢S o woo ��a ; ►► ASPHALT 5" CONC. A 1 . SCALE:3/16 PAVING ( �` — — 0 C o I GREETER STATION I o d BY IW CONTRACTOR / I 1 allI I I Z 13'-31/2" 12'-71/2" 12'_81/291 0 1 0 0 8 11291 — — — — — — I _ um Z cocm 1 co04 - - - - - - - - I — — — — — W LO I ( I I 22'-0 1/2" R.O. '�L — — — -- — — — — — — — — — — — — — — — — — — — — — — — — L m LL W E.J. X z I I / \ O U-- V) L - - - - - - - - - -� NOTE: ►► " " DIMENSIONS ARE TO FACE OF STUD. m Q 2#-5 1/2 -5 1/2 12 -6 /2 R.O. FACE OF CONCRETE AT VAULT w J STUD Z Q o ZFACE � m STUD OF .► 14'`4" 22'-5" 19'-1" Z W V 3011 3 W 55'-10" M 10" 11-5 of W UJ Z Q 13,_0" '_2") 10•_10" ( I 3._1'. 19,_10" 10,_2„ J. 3'-11" I1' '_2" o J. � g 68,_4„ a a OC W 1 $ z 12 11 10 9 7 6 5 4 2 1 y., J $ 3 Y V. a NORTH FLOOR PLAN DIMENSION A 1 1 SCALE:3/16" ,�eJ�e`"eClf By N u L N 6 C V V G V Q► O t v- �/ V df 0 V o V c c a 55'-10" d o, ' 2'-2 1/2" 10'_9" 25'_8 1/2„ Od- 14'_1„ 3,_110 Q 9 3'-4" R.O. ' J- C-061 11 -11 1/2 10o — — V o I _ FACE OF Y = STUD 6'-6 1/2" R.0. 10 1/2" c Ion " NN o6" 6 � M o p O ED z �=' Ir- 10 I I 4 4" STEEL BOLLARD I L--� -_ I - ;�, �, I I _ C!) SEE DETAIL 1/CS1.2 (-�.� \1 11' 1 1/2" �"— e I 7+�Z I I a Z O N I ��JNr I N 2'-6" ^ I W O I LJ r% 7 MIN. _� I N (Jo LLJ OT] I Nc*4 I ci 3 r I I I g W N --- �, I N J _ 00 I E- Il L I O UT m I I I N8, I ;r, » „ 1►_5111 r- Z 9 59 __ = I I 5 0 1/2 -8 13-2 1/2 10-4 (� W N RAISED CONCRETE ISLAND ( ��- �_ � 3'-7 1/2NNNNNNNNN� ' I '— t' N WITH PREFAB METAL FORMS o u I N o = / "" � I co ro W V SEE DETAIL 1/CS1.2 cv LL-==NJ�'� I ;#. TELLER LINE (, 04 N o IW CONTRACTOR / r I L• a 3 1/2 ___ oo00 v. .>. J o1/2» 8-4, ALIGN a 3 z I 5 " _ MILLWORK BY C • cl- 11 p co Q E. co 1 -0 M �_ L__ IW CONTRACTOR � I ILN CN N II I I o o I I REMOTE i — v — p O — — —N UNIT (TYP.) o o n r- � I I I i I _ — , -- — — —\ — — — ,r, N o 00 LJ �� 'C-4<1\ I p o I h u %/ I o - '- I L_ MILLWORK BY C3 `--- _ g IW CONTRACTOR d 1 4'-3" I oo � ; � Lo %�� L Q I W o� riot/ I p - F cicc0� 1'_3►, rte_ I I R p z � ' � .� 9,_O" 4�_0,r 9,_Orr LL=4 8'_7" I I I O J Q g� . > g-tw NORTH CONCRETE ' " E W 0 7 -1 a "a'?rc • I CUR _ oL� N a to M r° 2 DRIVE THRU PLAN I o = 4'-4" I ;r, _ Q z oQr pla ►� ASPHALT 5" CONC. ( 45 0 — — b W (� `�' Y w. SCALE:3/16 PAVING I N I _ ;� I �► 0 CL A 1 . GREETER STATION I ° BY IW CONTRACTOR 1 0 o , = I Wig ,� Q. T . = Z 13'-3 1/2" 120-7 1/2" `r' 12'_8 1/2" L I O z cv) LLcm _ 0 M LL _ - - - - - - - - - - - - - - - I r U to I I I ( 22'-0 1/2" R.O. ;� LL. W E.J. J O V g as I � L_ - - - - - - - I - - � NOTE: = H 1— DIMENSIONS ARE TO FACE OF STUD. Q 2'-5 1/2" '-5 1/2" 12'-6 /2" R.O. FACE STUD OF10 CONCRETE AT VAULT z J C) zFACE � m STUD OF 14'-4" 22'-5" 19'-1" Z W U 3 3 W 55'-10" 1 0 10 1 -5" co W Z Q 13'_0» '-2"I 10'_10» I I 31_111 19'-10" I 10'_2" 3'-11" 11' '-2" o J. 0 � g co a 68'-4" c W � v Z 12 11 10 9 7 6 5 4 2 1 J 8 3 N NORTH FLOOR PLAN DIMENSION A1 .1 SCALE:3/16" �eJ�eWed Qy � Yl amuu+ )N a.+ u v o 2 w ERNA'T\ v N o I v v � o •� c a ABBREVIATIONS SYMBOL LEGENDCODE REVIEW A.F.F. ABOVE FINISHED FLOOR LLV. LONG LEG VERTICAL SHEET REFERENCE FLORIDA BUIIrDING CODE - X004 EDITION WITH 1005 SUPPLEII4DO A.P. ACCESS PANEL L.P. LOW POINT A I . �rn N PVC CAP (TYPICAL) rL�l A CAL CODE - 2004 EDMON m A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER o � A.B. ANCHOR BOLT MAS. MASONRY - DRAWING NAME " FLORIDA PLUMBING CODE - M EDITION ON ARCH. ARCHITECTURAL M.O. MASONRY OPENING --� 4 DIA. STEEL GUARD POST D� �yy�� FD A.D. AREA DRAIN MAX. MAXIMUM CONC. FILLED W/ ROUNDED PVC FLORIDA C CODE - M4 EDITION B.U. ROD BACK-UP ROD M.E.P. MECH./ELEC./PLUMB. DRAWING TITLE CAP, PAINTED BY EXTERIOR �T� BSMT. BASEMENT MECH. MECHANICAL PAINT CONTRACTOR TIONAL FM CODE - 2003 EDITION ` BM. BEAM M.D.F. MEDIUM DENSITY FIBERBOARD 1 ENLARGED PLAN DETAIL NEPA 101 - LIFE MTY CODE - 2W3 EDITION v B.M. BENCH MARK MTL. METAL PREFAB METAL FORMS BLKG. BLOCKING MIN. MINIMUM 1/2 PREFORMED A E09UM - C 11 FLORIDA ACCMIBILTY CODE FOR BUIi E% Y O BD. BOARD MISC. MISCELLANEOUS A1.1 " N I BOT. BOTTOM MOD. MODIFIED EX JT MATERIAL CONSTRL CnON - 20 EDITION g BLDG. BUILDING MOD. BIT. MODIFIED BITUMEN co I, B.L. BUILDING LINE M.S.L. MEAN SEA LEVEL Al 1 DETAIL REFERENCE GRADE VARIES SEE CIVIL c B.U.R. BUILT-UP ROOF N.A. NOT APPLICABLE B.G. BUMPER GUARD N/A NOT APPLICABLEEy : •.; ,vf `;._:},�., ::..i• C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT " CLG. CEILING N.T.S. NOT TO SCALE 3 i ^' . _•_j' .•.•: ARFA p CALCULATION CEM. CEMENT O.C. ON CENTER A1,1 SECTION REFERENCE N V CTR. CENTER OPNG. OPENING C.L. CENTER LINE OPP. OPPOSITE AM ONE STORY CER. CERAMIC O.H. OPPOSITE HAND C.T. CERAMIC TILE OVER HEAD TOTAL FLUOR AREA- 30 SQ. FT, w z O COL. COLUMN O.D. OUTSIDE DIAMETER 4 EXTERIOR ELEVATION 12" DIA. CONC. FIND.. CONC. CONCRETE OVERFLOW DRAIN A3.1 V • C.M.U. CONCRETE MASONRY UNIT 0.A. OVER ALL _ 'Z co CONST. CONSTRUCTION PTD. PAINTED DRIVE UP BOLLARDS 0 4 CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE U CONTR. CONTRACTOR PREFAB. PREFABRICATED P1 PARTITION TYPE OCCUPANT LOAD N C.J. CONTROL JOINT P.T. PRESSURE TREATED _ $ 00 COORD. COORDINATE P.L. PROPERTY LINE "— • C.G. CORNER GUARD PLUMB. PLUMBING pipe bo I I a rd USE GROUP B — BUSDVESS DET. DETAIL PLYWD. PLYWOOD � PLAN KEY NOTE n t s• _ � � Z DIA. DIAMETER P.C. PRECAST CONCRETE CS1. FMR ��RF1� ALLOWANCE PER OCCUPANT 100 GROSS SQ. FT. Z to 68 V DIM. DIMENSION PORTLAND CEMENT 'DOTAL OCCUPANfTS = 35 r ca & D.S. DOWN SPOUT RECP. RECEPTACLE 204 Z N DQOR REFERENCE cn DWG. DRAWING R.C.P. REFLECTED CEILING PLAN W V i coDN. DOWN REF. REFER OR REFERENCE Z EA. EACH REINF. REINFORCING E.W. EACH WAY REQ'D. REQUIRED 204 WINDOW REFERENCE ELEC. ELECTRIC R. RISER ' coTYPENsE.W.C. ELECTRIC WATER COOLERTRUCTI oN RAD. RADIUS EL. ELEVATION R.D. ROOF DRAIN A 9 -0 CEILING TYPE & HEIGHT ,. ;. ELEV. ELEVATION RM. ROOM O E QE UAL R.O. ROUGH OPENING . Q EQMT. EQUIPMENT Rw. RED WOOD I�IVN-S �. •5:`:: a',€,.�:�; kir EXIST. EXISTING S.A.B. SOUND ATTENUATION BLANKET DI A2.1>B INTERIOR ELEVATION' E.J. EXPANSION JOINT SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION FIN. FINISH SHT. SHEET F.F. FINISH FLOOR SIM. SIMILAR BEARING-HEIGHT 0 to FLASH. FLASHING S.O.G. SLAB ON GRADE 0-0 PLR. FLOOR SPEC. SPECIFICATION ELEVATION UNE S aFEGRESSAEAN F.D. FLOOR DRAIN SQ. SQUARE FT. FOOT S.S. STAINLESS STEEL REVISION CLOUD AND F.R.P. FIRE RESISTANT PANELS S.P. STAND PIPE OF I it ��' 2 GALV. GALVANIZED STD. STANDARD REVISION NUMBER NUMBE G.L. GRID LINE STL. STEEL GA. GAUGE STRUC. STRUCTURAL GEN. GENERAL SYS. SYSTEM GL. GLASS THK. THICK GYP. BD, GYPSUM BOARD TAG. TONGUE & GROOVE HDBD. HARDBOARD T.C. TOP OF CURB HDW. HARDWARE T.O.P. TOP OF PARAPET 4(a N E R A L N O T E S HDWD. HARDWOOD T.O.S. TOP OF SLAB HT. HEIGHT T.O.STL. TOP OF STEEL H.P. HIGH POINT T.w. TOP OF WALL L DO NOT SCALE THE DRAWINGS. ; a H.M. HOLLOW METAL T. TREAD HOR. HORIZONTAL TYP. TYPICAL o~y o H.B. HOSE BIB U.N.O. UNLESS NOTED OTHERWISE 2. FIELD CONDITIONS PRIOR TO CO C w cl HR. HOUR V.GR. "V"-GROOVE ` c $:Em I.D. INSIDE DIAMETER VERT. VERTICAL O OF EACH PORTION OF THE WORK a c c o 5. INSUL. INSULATION VEST. VESTIBULE INT. JOINT V.W.C. VINYL WALL COVERING 0 ; u 0 v SINGLE-PLY ROOFING T PARAPET a c° 28 -3 A.F.F. RIGID INSULATION ON METAL DECK T STEEL STEEL JOIST, SINGLE-PLY ROOFING ti 25'-3" F.F. SEE STR. RIGID INSULATION 0 STEEL JOIST SEE STR. T I STEEL 24'-0" A.F.F. o it[111 ITIMI III I III I III 115=111111j=l 11111111111111 T STEEL 0 24 -4 A.F.F. Y U �w I O BEAM, SEE STR. 6" METAL STUDS BEAM, SEE STR. ■ �-'— x x PARAPET_ x x R-19 BATT INSULATION 14'-6w A.F.F. Z 6" METAL STUDS 1 1/2" EIFS ON R-19 BATT INSULATION 1/2" DENS-GLASS C O O GOLD SHEATHINGPROVIDE 1" VENT WITH SCREEN I- 1 1/2" EIFS ON AT EVERY 4TH STUD SPACE Z 1/2" DENS-GLASS T CEILING FLASHING W O GOLD SHEATHINGTURN ROOFING V 21 -0 A.F.F. UP PARAPET • P.T. 2x8 WITH RIPPED EDGE T PARAPET Z � SINGLE-PLY ROOFING A.C.T. P.T. 2x6 ( 14'-6 A.F.F. O RIGID INSULATION P.T. 2x4 CONT. V 1 1/2" VENT CON 8 T WINDOW STEEL JOIST, STANDING SEAM ROOF co W/ BUG SCREEN SEE STR. ON #15 FELT ON 3/4 / 19 -9 A.F.F. g�+ + ++� EXTERIOR GRADE PLYWOOD P.T. 2x4 W/ 2" GAP m W `" TS, SEE STR.--' +_ + + +, AT EACH END Z N FLASHING Z N K x » PROVIDE BRIDGING P.T. 2x4 BLOCKING W a) 5/8" GYP. BD. SEALANT I W/ EDGE RIPPED TURN ROOFING V AS REQUIRED, SEE / UP PARAPET P.T. 2x8 WITH RIPPED EDGE Z 00 BETWEEN METAL STUDS coCn STR. SINGLE-PLY ROOFING W V L9 SEALANT FLASHING RIGID INSULATION � a TURN ROOFING UP A.C.T. " TURN EIFS FINISH ''�` � r. :;, ,.w 3�;=',,3.. WALL 6 MIN. STANDING SEAM ROOF - UP FASCIA AND COVER 3,�, � L� + STEEL JOIST, - SEE STR. + + WITH FLASHING ON #15 FELT ON 3/4" ` ++ EXTERIOR GRADE PLYWOOD BEAM G _ - BEYOND BOTT. SOFFIT EIFS DRIP � 11 0 A.F.F. V. P.T. 2x4 BLOCKING SINGLE-PLY ROOFING EIFS DRIP BEAM, W EDGE RIPPED SEE STR. BETWEEN METAL STUDS RIGID INSULATION lKl� YH 50 FI VENTONTWITHSOFFIT SCREEN LOOKOUT, ON METAL DECK STOREFRONT SYSTEM SEE STR. FLASHING STEEL JOIST, 1 1/2- EIFS TURN EIFS FINISH SEE STR. Q3 TS W/ CONT. L' UP FASCIA AND COVER 1/2" DENS-GLASS GOLD SEE STR. ++ WITH FLASHING SEALANT A.C.T. BOTT. SOFFIT OL FLASHINGIL 13" EIFS EIFS DRIP v T STEEL 5/8" GYP. BD. ON 12Y-9" A.F.F.T TURN ROOFING UP 6" METAL STUDS ------------ WALL 6" MIN. 1 1/2" EIFS 2" CONT. SOFFIT VENT WITH SCREEN _ 1 1/2" EIFS ON INSULATION 1 1/2- EIFS _ 1/2" DENS-GLASS A.C.T. ° GOLD SHEATHING BRACING, 1/2" DENS-GLASS GOLD TAPERED RIGID INSULATION SEE STR. INSULATION N SEALANT ON 3/4" PLYWOOD DECK V� $ v TOWER WALL W fV (ASINGLE-PLY ROOFING BEYOND 5/8" GYP. BD. ON ° '"•°00 6" METAL STUDS 1 1/2" EIFS o $ - £t m SILL GRAVEL STOP Q Z 11 -0 A.F.F. ( I a Z y v P.T. 2x4 TS, SEE STR. Q A.C.T. P.T. 2x6 0 O O L L V/ O_ 0- O �� BOX BEAM MADE OF T CHANNEL i- (2) 10" METAL STUDS A.F.F. K HS 50 I Z �, 0.- 9w-8" o ., c _ AND 2 6 RUNNERS �STO F�NT YS EM ° W D O o ? ( ) / I TOWER WALL b U U v `' ,� _� / BEYOND a- 5/8 GYP. BD. ° Ft, L- Q' o h.S 5/8" GYP. BD. CHANNEL, SEE STR. (2) P.T.24 1/2" JOINT W SEALANT TS, SEE STR. 1 1/2" EIFS ON 1/2" DENS-GLASS z SEALANT GOLD SHEATHING ON 6" STUDS, SEE I O STR. FOR STUDS INFORMATION O ZM SEALANT TURN EIFS FINISH N DOWN SLAB EDGE M W LL UF� °V Q QU ° ° L W 0 0 0 0 0 ° GRADE W co 44 O TURN EIFS FINISH DOWN SLAB EDGE Z m co a \� \ o m W LL- o WALL SECTION \i,\\/\\/\\/\\/\\ \\/ \ \\, a Wco /\/ //\//\ /\// /�` GRADE •� co W SCALE.3/4 - l'-O" 9 Q Z u r N ° SEE STR. FOR :. ° SLAB INFORMATION ADA COMPLIANT i HIGH x 4 WIDE ALUM. THRESHOLD ° NATI a a ■ H (*'00'4 WALL SECTION M �C'`��o C�o � a o 0 0 0 0 0 0 0 0 o Q, ,\,\ �■ � t 1 WALL SECTION . ,� �� % `� �� ° /�� ,� / �i �i �i� / / /i� 2 WALL SECTION SCALE:3 4„ _ 1,_0„ \SLy SC ALE:3/4 = 1 -0ff j/\//\//\//� /\� ° ° //\/\//\//\//\/\//�//\//\//\//\//\// A 3. SCALE:3/4 = 1 -0 SINGLE—PLY ROOFING c 6 •� c a RIGID INSLUATION 1/2" PLYWOOD METAL DECK H AL 1 1/2' EIFS 1/2" DENS-GLASS GOLD n I 111111111111111n 11111IM1111111 1111111 " 2 V 4 v (7 6 METAL STUDS 5/8' GYP. BD I COLUMN, SEE STR. v SEALANT INSULATION P.T. 2x6 BLOCKING STEEL JOIST, SEE STR. TURN ROOFING UP PARAPET SINGLE—PLY ROOFING V I RIGID INSULATION � Y TELL DRIVE-UP WINDOW P.T. 2x6 BLOCKING I O BY BANK EQUIPMENT SUPPLIER STEEL JOIST, SEE STR. o t0 OL TOP PARAPET $ '� o ATTACH RUNNER TO 1 19'-10 A.F.F. JOIST, SEE STR. I z 4 PLAN DETAIL O A 3. to �_3 5/8" METAL STUD ® 24" O.C. MAX a' z Wo 19 U Z (0) 0 c N BRIDGING AS REQ. 8 N 1/2" DENS-GLASS GOLD n � � W H ^ • (n w W ' A FIBER CEMENT Z SIDING Z V n N FLASHING N = J d ODBEAM, W ^ �o „ 5/8" GYP. BD. I SEE STR. Q 4 INSULATION TOP METAL PAN. '.i>�4 WALL SECTION 1 -4 A.F.F. �+ � � TS SEE STR. a' ' SCALE:3 4„ _ 1,-0„ STANDING SEAM ROOF N 1 0 5 FELT 0 3 I EXTERIOR GRADE PLYWOOD .4x SINGLE-PLY ROOFING UPFASCIA AND COVER R N EIFS FINISH RIGID INSLUATION WITH FLASHING + 5/8" GYP, BD. SOFFIT + ON 3 5/8�� METAL STUDS FLASHING W/DRIP METAL DECK eL BOTT. SOFFIT AT 24" O.C. MAX. ,o FIBER-CEMENT SIDING 11 -0 A.F.F. Z 5/8" GYP. BD. ON � ON 1/2" DENS-GLASS 6" METAL STUDS GOLD ON 4" M TL. STUDS EIFS DRIP SEALANT - - SINGLE—PLY ROOFING STEEL JOIST, SEE STR. RIGID INSLUATION 0 v N TURN ROOFING 12 MIN. UP WALL h d METAL DECK LINE OF GYP. BD. co 8 SOFFIT BEYOND W o g c ATTACH RUNNER TO I I c 19 11111111111111111111111111111E1 11111111131 JOIST, SEE STR. z -2,� u �Q Z „ � Am ° o 9BRIDGING AS REQ. Q 0.&' a 0 o �c ' y8 BEAM, SEE STR. 5/8” DENS-GLASS GOLD LU W �°' 4. 3 5/8" METAL STUD I Q a H-co 0,10 o °.N ® 24" O.C. MAX W 1 1/2 EIF J Q Z CP. v o �•L 14 8 ; o W, L)0 V 'o 8 � 3 � �a P.T. 2x6 BLOCKING �'� � �"� o a m o YKK YHS 50 A 0 STOREFRONT SYSTEV I I TOWER WALL Z BEYOND ' L N O R SUSPENDED 9 1/2" 1'-0" c� Z CEILING ® LL ch 10' A.F.F. I I = M 5/8 GYP. BD. U 2 EIFS FINISH ON K002 WALL SECTION FACE OF TURN— DOWN SLAB LL U V A 3 SCALE:3/4„ = V-0 O w GRADE SEALANT V 1- 12” CONCRETE SLAB, SEE STR. J Q VAULT WALL. mj VAULT DOOR JAMB Q v J z a 1 1/2' EIFS ° IN p ° ri Q V 1/2" DENS-GLASS GOLD 7/8" METAL FURRING o STRIPS AT 24" O.C. .� __ �__ , v ._,.. ____ D M 6" METAL STUDS n 5/8' GYP. BD ;\�\\\\\�\\ ° /\\\\�\\\\\\\\\ Z W UJ ° 5/8" GYP. BD R C-4 d 7/8" METAL FURRING �j\/\ /\\ o. o \ /\\/\\/\\\�\/\ c c STRIPS AT 24w O.C. \ \ \ \ \ \ a O Z to a ° 4 a ° a v d a d a ° Q ° d a d 6" METAL STUDS a .4 a d ° d , \ \ \ \ \ \ \, z d ° d4 v ° d �eviewe y 12" CONCRETE VAULT WALL. C 7/8" METAL FURRING 24 AT 5 WALL SECTION STRIPS MX. a, " O.C. 3 PLAN DETAIL " _ 1' 5/8 GYP. BD A3. SCALE.3/4 1 0 6 0G A3.4 SCALE:3/4" = 1' 0" "o � 0 c e 12 1 1/2" EIFS ^ BOLLARD 1 1/2 0. 0 1 1/2" EIFS INSULATION I SEALANT (TYP.) I P.T. 2x8 BLOCKING " 5/8" GYP. BD. 1/2" PLYWOOD 1/2- DENS- 5/8 GYP. BD3 4" PLYWOOD GLASS GOLD 1/2 DENS- GLASS GOLD P.T. 2x6 BLOCKI G METAL PAINTED EIFS /—6" METAL STUDS •-•�. — — q 1/2" DENS-GLASS GOLD c O N x U COLUMN, SEE STR. P.T. 2x6 BLOCKING _ 1/2" EXTERIOR 1/2 DENS-GLASS GOLD y y A A- GRADE PLYWOODLINE OF DRIVE- X_ g THRU ISLAND c c�0 v c A 6" METAL STUDS 3 5/8" METAL STUDS 10 .n Z. yy COLUMN, SEE STR. 1 1/2" EIFS 1 COLUMN, SEE STR. U 1'-01/2" 1'-81/2" C/a 3'-4" SEALANT AND W z 4 WALL DETAIL BACKER ROD U SCALE:1" — 1'-0" 7 WALL DETAIL " z • 1/2- PLYWOOD 1x8 PAINTED Q A3. SCALE:1" = 1'-0" TRIM BOARD Q P.T, 2x6 BLOCKING W M 3 SEALANT (TYP.) Q N WALL DETAIL _ " " 3/4" PLYWOOD --� Z °D SCALE:1►' = 1'-0'1 4-2 1' -1 1/2 Q • �- A ui SEALANT z a � N � M K q 5 O P.T. 2x6 BLOCKING — — — — _• x d I co 5 8" GYP. COLUMN, SEE STR. W g D / G BD —\ 1 t 3 5/8" METAL STUDS .` 5/8 GYP. BD 1/2" PLYWOODINSULATION 3 5/8 METAL STUDSS INSULATION » PLYWOOD 6" METAL STUDS I 6" METAL STUDS 5/$" GYP. BD SEALANT 10 6" METAL STUDS 5/8 GYP• BD 5/8" GYP, BD P.T. 2x6 BLOCKING W/ i PLYWOOD FILLER INSULATION RETURN EIFS FINISH 6" METAL STUDS PAST WINDOW JAMB BO P.T. 2x4 BLOCKING P.T. 2x6 BLOCKING x X x P.T. 2x6 BLOCKING 1/2" PLYWOOD iv I SEALANT 1 1/2- EIFS COLUMN, SEE STR. N — — — FIBER CEMENT SIDING 5/44 CORNER BOARD (TYP.) 1/2" DENS- 1/2" EXTERIOR FACE OF COLUMN 1/2" DENS-GLASS GOLD GLASS GOLD GRADE PLYWOODSEALANT 11,711'-1 1/2 SEALANT m COLUMN, SEE STR. 3-4 5/4x4 CORNER BOARD FIBER CEMENT SIDING � r t W �o „ I 3 <<��s 1/2' DENS-GLASS GOLD Im .E 2 m / 0 z r2� WALL DETAIL SEALANT Q Z M ° Q 0 5 SCALE:1" = 1'-0" LL > �- 2. 3:5[As5 4x4 CORNER BOARD K008 WALL DETAIL Q0 > V o 6 3 CL J3. SCALE:1" - 1'-0" d o s 2 E5 ,�r2af W G ZO oo b3 120 A 3 a V ag I I 5 WALL DETAIL ago P.T. 2x4 BLOCKINGA3 SCALE:1" -- = 1' 0" 5/8 GYP. BD SEALANT 6" METAL STUDS z O1 1/2" EIFS O o - �-' I FACE OF STUD. I INSULATION M / SEALANT 1 1/2- EIFS LJL N DN 2x4 BLOCKING 1/2" PLYWOOD 3" 3 1/2 1/2- DENS- P.T. W 1/2 DENS-GLASS GOLD GLASS GOLD LL COLUMN, SEE STR. 0 1� FACE OF—n " RUNNER •� U 1/2 6 PLYWOOD VAULT WALL 8" RUNNER BENT � Q 6" METAL STUDS 1/2" DENS- TO FIT AND TRIMMED 00 INSULATION E — — an I x GLASS GOLD 5/8" GYP. BD 4 a Q P.T. 2x6 mr ►� 1 3 5 8" METAL STUDS a° a ° 4 a a Q BLOCKING J Q 6 METAL STUDS �, / INSULATION a ° 4 a pp SEALANT Q J a RIP 2x8 1" PLYWOOD I 4 op COLUMN, SEE STR. a 4 a TO FIT WRAP WITH U_ " I FACE OF ° BREAK METAL W 5/8 GYP. BD ° 6 METAL STUD q — — 6 METAL STUDS VAULT WALL 0 m J � Q 5/8 GYP. BDum 12" CONCRETE ° E"' co VAULT WALL. 4 4 7/8" METAL FURRING a Q W 1/2- PLYWOOD 1 2 RETURN EIFS FINISH STRIPS AT 24" O.C. � 1 / / a P.T. 2x6 BLOCKING Z " EIF PAST WINDOW JAMB I /00'0010 WALL DETAIL SEALANT ° 5 8" GYP. BD o m I 1/2» P.T. 2x6 BLOCKING A3.5 DENS- ° 4 SCALE:1" = 1'-0 P.T. GLASS GOLD .T. 2x6 BLOCKING ��-��ti--1 o..� $ �. BALL FASTENERS USED FOR SECURING P.T. WOOD 4 TO 5E RIOT DIPPED GALVANIZED STEEL SCREW$ PER ASTM/A 153/ A 153M vie 6 WALL DETAIL ��-WALL DETAIL ,_ „ g WALL DETAIL AJ7. SCALE:1" - 1 -0 A3. SCALE:1" 1 0 - � �� , c� J3. SCALE:1 1 -0 /�' _V d 4'-11 1/2- V 10'-8 1/2-It ;o ri 1lllc o FINISHED FILLER 2'-7 1 2" '- •a c / 2 -0 3 -0 3 0 1/2 FILLER � .� ADJUSTABLE A4'1 PL WALL � CEILING 10-0 SHELVES (TYP.) CABINET PL COUNTER TOP & (TYP.) BACKSPLASH PL-2 11 -4ll�*� A4.1 A4.1 A4.1 t° M L��Z- PLAS LAM �, O o COVER PLAS LAM I ( BINET PL-2 I d COUNTER AND PLO BACKSPLASH PL COUNTER AND �'' °c I I OBACKSPALSH I I � v t Y END PLAS LAM COUNTERTOP z /W SHELF R PANEL - - D O D O D O FINISHED �' AND BACKSPLASH to PL BASE ' FLOOR LPL-3 NIGHT REFRIG I DEPOSIT �r CABINET ;,� (TYP.) c � '`o INTERMEDIATE - - - - SUPPORT I I CTAB PL- I I o Y o K BA E �, SEE SECTION 5 ON A4.1 z 1 COUPON DO S 0 LY a METAL UNDER COUNTER „ FOR CONT. OF CABINETS 0 BOOTH ELEVATION IN EQUIPMENT BY IW 3-0 3 -0 3-0 SEE PLAN FOR COUNTERTOP r CONTRACTOR CONFIGURATION (f� m A4. SCALE:3/8 1 0 2'-0" 3'-0" 3'-0" 1/2" FILLER " L i- 15#-83/4 0. z 2'-$" 8'-01/2 3 DRIVE U P ELEVATION 0 0 SCALE.3/8 " _ 10" 4 INTERIOR ELEVATION z • . A4 - ASCALE:3/8" 1'-0" O 04. 1 in A4.1 M Q w Jz N z Go 2 KITCHEN ELEVATION mwit N SCALE:3/8 = l'-O" "1 OVER HANG LAMINATE Z a A 4, FOR SCRIBE TO WALL. z M 8 NOTES: (TYPtCALj � v R C4 11 1. PROVIDE BLOCKING AS REQUIRED. N 2. ALL INTERIOR SURFACES TO 4" _ a co A4.1 BE WHITE MELAMINE. ANG C Q CLEAT ftr ALUMINUMW g ADJUSTABLE 3. SEE FINISH PLAN FOR ADDITIONAL SHELVES (TYP.) INFORMATION. Y 4. SEE ELEVATION FOR ADDITIONAL .. INFORMATION. 'Fria;rs^, 21.11IN- P LAM. COUNTER .' TOP BEYOND PROVIDE FINISHED PARTITION PL WALL CND PANEL AT HEIGHT " CABINET CHANGE K*76 CABINET DETAIL (TYP.) 3/4 PLYWOOD COUNTER TOP WITH PLASTIC LAMINATE TOP T. LAM. COUNTER A A4. SCALE:3/4" = PL COUNTER AND 3/4- PLYWOOD BACKSPLASH OP W/ SACK SPI. 8H BACKSPALSH NTH PLASTIC LAMINATE R 3/4" PLYWOOD DOOR WITH PLASTIC PL BASE LAMINATE. PROVIDE CONCEALED Cl CABINET HINGES AND BUILDING STANDARD N � (TYP.) WIRE PULLSN 1"x N ALUMINUM W o CLEAT ANGELS �\ WRAP PIPES TO COMPLY WITH CODE al� CODE FOR HANDICAPPED S' P. LAM' SUPPORT " �','�j BEE ELEVATION ACCESSIBILITY ;W FOR LOCATIONS --• ALIGN W/ ADJACENT " " N P. LAM. END PANEL N TOE KICK 3 0 1 --6 4 PLASTIC LAMINATE BASE; StE ELEVATION INTEGRAL TOE KICK ATTACHED TO DOOR TO FOR LOCATIONS ATTACHED TO DOOR PROVIDE MIN. 3'0" CLEAR PANEL ACESS AT SINK AREA. 11 11-00 ►1 F � � � L0L SCHEDULED FINISHED F01 01 LOOR FLOOR-/ LOOR :rca 5 INTERIOR ELEVATIONTYP. INTERMEDIAT W 2'-0" SUPPORT ° A4.1 SCALE:3/8 = 1 -0 p r g 1 5 CABINET DETAILlz 1/ 7 SECTION AT BASE CABINET 8 SECTION AT COUNTER TOP 4.1 SCALE:3 4" = 1'-0" O ~ SIA A4. SCALE:3/4 = 1 -0 A4.1 SCALE:3/4" = 1'--0" � V o Jt�7! WITH SINK o o �� &1 w oc x �L a •��o � z �0 tt 5y 41T �- Y" '''�" PACE oP oYP. Bo. $ w O O � V. � oC V V .ec. PLASTIC LAMINATE ON o ic n E o ,` ._ r PLYWOOD SHELVES Z P.LAM. ADJUSTABLE SHELVES V. 10 6LOCKtNt3 AT z WALL CABINET W/ EACH END RYPJ n/ `" DOOR. P. LAM, ON ALL 0 EXPOSED PACES d O Tol [,LET ACCESSo M �� INTERMEDIATE 0 M - a N • Mt8 SPAN AT RCOOa = M DESCRIPTION REMARKS 17 W SECURE TO 2x WALL YWVK �.•. w LL A4.1 _ Al NOT USED NOT USEDILL vQ 61 TOILET TISSUE BOBRICK # b P. LAM COUNTER TOP 2t11 PLAS AM COUNTERTOP W O0 DISPENSER B-685 AND R i ❑C� w BACKSPLASH 42 HANDICAP BOBRICK # GRAB BAR B-6806-42 IMILAR rl 7 SHELF DETAIL V g FD1 ``� Cl CZ 36" HANDICAP BOBRICK # _ A4.1 SCALE:3/4" = 1'-0" = Q ❑ GRAB BAR B-6106-36" J » U o C2 Ek\ WALL MIRROR BOBRICK # 1 - O J D1 B-165 3636 ZWALL ANGLE to Z m U W - R �,- ,� R GENERAL NOTES: rl 41 0l �.. C) a o 1. NOTE: REFER TO PLUMBING DWGS FOR PLUMBING FIXTURE DRAWER W/ SLIOE d- O Q Q Q i 'n TYPES. EACH SIDE r-�' 7 04 P.LAM. ADJUSTABLE J w Q 2. PROVIDE WOOD BLOCKING 0 SUPPORT FOR GRAB BARS. SHELF w c coo 3. ALL ACCESSORIES LOCATED IN HANDICAP AREAS TO BE BASO CADINET W/ a Q 1 -4 1 -6 MOUNTED PER MFR ADA RECOMMENDATIONS. DOOR. P. LAM ON ALL ., ce uj 3 EXPOSED PACES 11 umo-WAVt N w H Z > » z 4 -0 4 `- -0 ¢eviewe o TOILET ROOM ELEVATION. -4" y 1 A4.1 SCALE:3/8" = 1'-0" 15 ' A4.1 t� 13 CASH VAULT ELEVATIO1� ,� 2006 CASH VAULT ELEVTION �T " = 1'_0" 14 SHELF DETAIL FR 14 .� „ 1 SCALE.3/4 0 1 TYP CABINET SECTION A4• SCALE:3/4 = 1 -0 A4. I „ _ „ A4. 1 1 SCALE:3/4 1 0 It A 4. 1 SCALE:3/4 = 1 -0 cb °1 V 6'-6" 2" 2" 2" 2" 10 2» 2" EQ. EQ. EQ. EQ. EQ. 2J. " c •� c 2" ole EQ. EQ. L., 2" N N w DOOR SCHEDULE ui NDOOR FRAME .8 11 ELEV. HARDWARE REMARKSNIFIN N NO. SIZE LOCATION MATERIAL FINISH TYPE MATERIAL FINISH PACKAGE c NN 101A 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANDD A STOREFRONT PREFIN. CONCEALED CLOSERS ° Lai 00 STOREFRONT W/ 101B 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANDD A STOREFRONT PREFIN. CONCEALED CLOSERS ,O cO CLEAR ANOD.\ `� FINISH 101C 3'-0" X 8'-10" PAIR VESTIBULE STOREFRONT ANOD A STOREFRONT PREFIN. CONCEALED CLOSERS P c c 105 3'-0"x7'-0"x1 3/4" MANAGER SCWD STAIN B HMTL. PAINT V O d �! w STOREFRONT W/ 106 3'-0"x7'-0"x1 3/4" STORAGE SCWD STAIN B HMTL. PAINT U Y w R CLEAR ANOD. `V FINISH 113 3'-0"x7'-0"xl 3/4" CLOSET SCWD STAIN B HMTL. PAINT IN 116 3'-0"x7'-0"x1 3/4" WORKROOM SCWD STAIN B HMTL. PAINT a c C14 WW 118 3'-0"MIN. CLEAR WIDTH DOOR BY SECURITY E IPMENT SUPPLIER o iv 119 3'-0"x7'-0"xl -1/411/3\ CASH VAULT SCWD STAIN B HMTL. PAINT 121 3'-0"x7'-0"x1 3/4" CUPON BOOTH SCWD STAIN B HMTL. PAINT r"T WINDOW TYPE 1 0 or 122 3'-0"x7'-0"x1 3/4" WOMEN'S RR SCWD STAIN B HMTL. PAINT REMARK #1 V A4 SCALE:3/8" = 1'-0" 123 3'-0"x7'-0"xl 3/4" MEN'S SCWD STAIN B HMTL. PAINT REMARK #2 . Ak 124 3'-0"x7'-0"x1 3/4" CORRIDOR HOLLOW METAL PAINT C HMTL. PAINT PROVIDE VIEW SCOPE ` � Z C" 16 10 „ 125 3'-0"x7'-0"x1 3/4" CORRIDOR SCWD STAIN B HMTL. PAINT W V - 12-6" 126 3'-0"x7'-0"xl 3/4" LOUNGE SCWD STAIN B HMTL. PAINT z • " 127 3'-0"x7'-0"x1 3/4" SERVER/ELECTRIC SCWD STAIN B HMTL. PAINT Q N 2 2 2 4 WINDOW TYPE 4 " WD o 1; 2" EQ. EQ. EQ. EQ. 2" - 128 3'-0"x7'-0"x1 3/4 OFFICE SC STAIN B HMTL. PAINT V M A4 SCALE.3/8 - 1 -0 129 3'-0"x7'-O"x1 3/4" STORAGE SCWD 0 S N STAIN B HMTL. PAINT N 00 � � W • O wv 2" TYP. 0: Z N W wr - T �1 Z U 'n -ADA C14 < REMARK #� MOLDED PLASTIC TIC SIGN WH No BFM688 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1" ITE LETTERING ON BLACK � o BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDING CODE W U W a 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION , ., d REMARK #2-ADA MOLDED PLASTIC SIGN: No BFM687 AS MANUFACTURED BY ROCKWOOD. 6"X9" SIZE, 1" WHITE LETTERING ON Q WB LACK BACKGROUND. RAISED LETTERING & GRADE 2 BRAILLE TRANSLATION TO MEET ADAAG SECTION 4.30 AND FLORIDA BUILDINGNNN� 3 CODE 11-4.30 REQUIREMENTS. SEE SPEC SECTION 08710 3.02 C.4. MOUNTING INFORMATION STOREFRONT W CLEAR ANOD. 3,, FINISH Lai 00 STOREFRONT W/ AS SCHEDULED AS SCHEDULED AS SCHEDULED :f.= : '`•� Af��;, LO CLEAR ANOD. CN FINISH W R�I1 i' r It I ; I VIEW SCOPE 31-81' iN C3 C) f1� , ' 2 TYP. w w uj " 5 WINDOW TYPE 5 o T „ r— pt V) A 4. AL : /8 —- 1 0 uj N 2 EQ. 2 EQ. 2 EQ. 2 EQ. 2 EQ. 2 EQ. 2 EQ. 2 h W0.4 10 IN 10 R t % CV �i STOREFRONT W/ ° Q' CLEAR ANDD. W08 FINISH c r a a NOTES:IL n R Z t �(�� $ 1. ALUMINUM ENTRANCE DOORS AS MANUFACTURED J ZO BY THE STOREFRONT SUPPLIER O Q 0 2. ALL ALUMINUM WINDOWS TO HAVE FIXED 1" 0 > V o W a INSULATED GLAZING LE 40 EXCEPT INTERIOR AND W 0. STOREFRONT W/ EXTERIOR ENTRANCE VESTIBULE DOORS AND � 0. � „' o g n o NILLL CLEAR ANDD. SIDELIGHTS. THESE UNITS WILL BE 1/4" 9CL � ° ' cn FINISH CLEAR GLASS. -� Q o w'r W 04 3. THE TRANSITION BETWEEN FLOOR MATERIALS a �_ » UU- IS TO OCCUR AT THE CENTER LINE OF THE DOOR. a 3-3 6 -0 31-Sp R 4. VERIFY ALL DIMENSIONS IN THE FIELD. o `1' 5. ALL GLAZING TO BE TEMPERED. 2 WINDOW TYPE 2 a . . z w R A4. SCALE:3/8" = 1'-0" . 0MP22'-0" LL 2" 6 WINDOW TYPE 6 8'-8" » w U. 2�� 2 TYP. i., SCALE:3/8" = 1'-0" 2" EQ. EQ. 2" 0 -- _ A4. � Q V R L _• • N N J LL W m Q � V d 2'-2„ ~ O R a U � N W R � _---PAINTED—PAINTED HOLLOW ' J Q R 8 U v METAL FRAME `V Z J Z m R N d � V 1/2" TEMP GLASS GLAZING wo�S W WITH STRUCTURAL SILCONE o NSTOREFRONT W/ R W 0 SEALANT JOINT I CLEAR ANDD. 0 / " STOREFRONT W a a, STOREFRONT W/ FINISH CLEAR ANOD. W uuji Q N CLEAR ANDD. w d FINISH � um FINISH R �+ co N N .aw co 00 2" TYP. Car . —7 " WsOr t W N R N ' R rev i ewe., 3-6 cv , ,► �•j' WINDOW TYPE 7 3-4 N 3 WINDOW TYPE 3 Ato 4• 8 WINDOW TYPE 8K0,90" WINDOW TYPE 9 t NOTE: -y IN, SCALE:3 8" = 1'-0" DIMENSIONS ARE SCALE:3/8" = 1'-0" SCALE:3 8' = 1'-0" rFR N 2006 A 4. / TYPICAL FOR EACH A 4• A 4• / NATio r HALF OF WINDOW v° y 0 d) j 0 v c O c a PORCELAIN TILE LEGEND WALL COVER LEGEND CARPET LEGEND -FI PT-1 MANUFACTURER: W'lc 2 .>SPECIALTY TILE MANUFACTURER: NATIONAL WALLCOVERING (VYKON) o PATTERN: VERANDA STONEPATTERN, HAVEN Y45202HN C-1 MANUFACTURER: PATCRAFT _v O COLOR: PIETRA VECCIA V551 COLOR: WASHED INDIGO PATTERN: 10048 - AWESOME — SIZE: 12" X 12" COLOR: 48302 SO FINE � U T � TYPE: TYPE II WALLCOVERING � Q FABRIC TYPE, OSNABURG CONSTRUCTION: TEXTURED LOOP PILE GRAPHIC FLAMMABILITY: NON-FLAMMABLE `� CONTENT: 100% PREMISE BCF NYLON q v ABRASIVE WEAR: � WEIGHT: 20 OZ. Y >100 ASTM C501 3 10I ,_ �-v-����� 3 COEFFICIENT OF 1 � �� �� 3 I � ..FRICTION: DRY: >0,8, WET: X0,6, ASTM C1028-89 FLAMABILITY: TESTED IN ACCORDANCE WIT 'AA T E-84 TUNNEL TEST, FLAMABILITY: CLASS 1 PER ASTM E,64 0 1 J SMOKE DENSITY: LESS THAN 450 ASTM E-6 „ co CLASS A„ FIRE RATED, FLAME SPREAD OF 5, o > o CELL #(770) 262-4947 & SMOKE DEVELOPED OF 15 FINISH LOCATION:LOBBY FLAME SPREAD: 15 SIZE: 12'-0"W,���� SMOKE DEVELOPE:25 �_ YARN WEIGHT: 28 OZ/YD Z GROUT ���. ANGHARD CONTACT: TRACY ROAN (770) 449-6221 (OFFICE) 1404) 316-4613 (CELL), (770) 449-3502 (OFFICE) C/) G-1 MANUFACTURER: LATICRETE FINISH LOCATION: WALL BEHIND TELLERS FINISH LOCATION: ALL AREAS THAT CALL FOR CARPET a COLOR: #41 KASHMIR W 0 PAINT LEGEND MATERIAL: SANDED GROUT WI LATEX ADDITIVE Z FLAMMABILITY: N/A z • o �' � CONTACT: ANDRA PROWANT P-1 MANUFACTURER: BENJAMIN MOORE CELL #(770) 262-4947 COLOR: #2154-60 FILTERED SUNLIGHT ❑ z o 00 PLASTIC LAMINATE FINISH LOCATION, ALL PORCELAIN TILE FINISH: FLAT FINISH - LATEX Li L ❑ m w W FINISH LOCATION: VESTIBULE, LOBBY, F,S.O STATIONS, INTERNET CAFE, CORRIDOR (124 Z VINYL COMPOSTITION TILE o N Z < no 00 MANUFACTURER: ARMSTRONG P-2 MANUFACTURER: BENJAMIN MOORE PL-1 MANUFACTURER; NEVAMAR X Q nn V-1 _ o0N PATTERN: IMPRERIAL TEXTURE STANDARD EXCELON COLOR: #2154-40 YORK HARBOR YELLOW COLOR: KONA BLEND POLISHED VELVET W J z z COLOR: #51858 SANDRIFT WHITE FINISH: FLAT- LATEX MODEL #: W20028PU ❑ a Q 1����,�� ��, FINISH LOCATION: FASCIA OF SOFFITS (IN LOBBY AREAS) FINISH LOCATION: MILLWORKS @ TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, CLASS: ASTM F 1066 CLASS 2 - THROUGH PATTERN INTERNET CA PPORT LEG @ COUPON (121) SMOKE DENSITY: PASSES ASTM E-662 , 450 OR LESS P-3 MANUFACTURER: BENJAMIN MOORS PARTITION WALLS @WAITING AND INTERNET CAFE ,.... U. FIRE TEST: ASTM E 648 CRITICAL RADIANT FLUX CLASS I COLOR: #2154-70 VANILLA ICE CREAM � �• �� 0,45 OR MORE WATTS/CMS ���,�� FINISH: - CO ACT. } FLAT FINISH LATEX u.� CELL #1770) 851 - 7135 3 FINISH LOCATION: ALL GYP, CEILINGS AND UNDERSIDE OF DROP SOFFITS PL-2 MANUFACTURER: NEVAMAR FINISH LOCATION: LOUNGE 11261, COLOR: SANDIA MAPLE MODEL WM5577E #: V-2 MANUFACTURER: MANNINGTON P-4 — MANUFACTURER: BENJAMIN MOORE FINISH LOCATION: TELLER LINE, GREETER, CHECK DESK, COFFEE STATION, PATTERN: COLOR: 213940 HEATHER GRAY CABINETS IN LOUNGE (126) PA ESSENTIALS COLOR: #127 WARM BEIGE FINISH: FLAT- LATEX FINISH LOCATION: LOUNGE (126) Allvoll llllllllo111111!1114 �r-��� PL-3 MANUFACTURER: NEVAMAR ( SMOKE DENSITY: PASSES ASTM E-662 - 450 OR LESS COLOR: SHALE GREEN MATRIX N CLASS: 2 SS-312B (1) J P-5 MANUFACTURER: BENJAMIN MOORS MODEL #: MR5004T TYPE: IV 3 COLOR: #2094-30 GIANT SEQUOIA �� FINISH LOCATION: COUNTERSTOP @TELLER LINE, Y ROBIDOUX FINISH: FLAT - LATEX GREETER CHECK DESK COFFEE STATION DRIVE UP TELLER CELL #(404) 630-8494 FINISH LOCATION: WOMENS (122), MEN'S (123) REMOTE TELLER STATION FINISH LOCATION: ELEC. (106), SERVER (1271, CORRIDOR (124 OMEN (122), MEN (123), 3 P=6 MANUFACTURER: BENJAMIN MOORE PL_4 MANUFACTURER: FORMICA '^ CD i U COLOR: #2154-60 FILTERED SUNLIGHT COLOR: BOTTLEGREEN QUARTZITE C� C 0 U W O � ° FINISH: SEMI-GLOSS - AKLYD ENAMEL MODEL #: 3520-46 z o m RESILIENT BASE LEGEND � o 2!.3 FINISH LOCATION: ALL DOOR AND WINDOW FRAMES FINISH LOCATION: COUNTERS, INTERNET CAFE (114), COUPON (121) 0 z y U RB1 MANUFACTURER: JOHNSONITE WOOD TOP CAP ON LOW WALL PARTITIONS @ F.S.O. p J O y�r a COLOR: #34 ALMOND PL-5 MANUFACTURER: FORMICA `` _ ° = t �; - e- ❑ O (� r a y o STYLE: MILLWORKS MW 34 F BELUGA W P-7 MANUFACTURER: BENJAMIN MOORE COLOR: ( a o o a r MODEL #: REVEAL COLOR: HC-30 PHILADELPHIA CREAM w � ; o o i a. - �� MODEL #: 3697-58 Q a �� _° °w 1/2 FINISH: FLAT- LATEX FINISH LOCATION: COUNTER IN LOUNGE (126) o �D Q Jaz w ❑ O FIRE RESISTANCENOT RATEI�� ��� �� FINISH LOCATIO CTI C G LOBBY AND CORRIDO 124 a °C v v r Q•V R ( ) ° a TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING C �& DIMENSIONAL STABILITY - ASTM-F 1861 - PL�6 NOTE ALL PAINTS ARE CLASS A MANUFACTURER: PIONITE FINISH LOCATION:LOBBY AREAS VESTIBULE 3 3 COLOR: BRUSHED ALUMINUM TRANSITION LEND _ _ . . z MODEL #, FA006 G GLOSS RB2 MANUFACTURER: JOHNSONITE , FINISH LOCATION, COVER ALL POSTER BOXES � O COLOR: #34 ALMOND TS-1 MANUFACTURER: JOHNSONITE 0 STYLE: TIGHTLOCKMODEL #; CT-209 TIN - CONTOUR EDGE *NOTE - ALL LAMINATES HAVE FLAMESPREAD OF 15 & U. z N MODEL #: TCB-4 1/4" - 4' - 34 SIZE: 3/8” TO 1/4" MATERIAL SMOKE DEVELOPMENT RATING OF 15 D 4" W LL ARPET TO TILE �- MICES ANE OT RATE ��� ��/�/���� De �A, 3 U — = QTESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING FIRE RESISTANCENOT RATED STAIN COLOR o CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING LL- wc m �MrS,K--L ��Lb 0o� CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 f � W 1 1 � tA,l' L S.D. BOXES (118)1 CASH VAULT (119), STORAGE ) Z (129) 3 TS =2MANUFACTURER: JOHNSONITE COLOR: TO MATCH JASPER DESK, RICHLEIGH WALNUT = RB3MANUFACTURER, JOHNSONITEI J MODEL #: CTA - 34 C FINISH, SATIN Q COLOR: #18 NAVY BLUE U FINISH LOCATION: ALL DOORS AND FURNITURE Q J STYLE: MILLWORKS MW-18-F COLOR #, #34 ALMOND Z W m MODEL #: REVEAL SIZE: 1/4" TO 1/8" MATERIAL ❑ Q z W2 SIZE: / �� X 4-1/2" �E P ION��. E ELS z FIRE RESISTANCEN E � w �RR�'S ST N E 0 RAE OT RATED STAINED CONCRETE EXPOSED AGGREGATE m TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING = W Q �--� Ir- CH MICA S & DIMENSIONAL STABILITY - ASTM-F 1861 CHEMICALS & DIMENSIONAL STABILITY - ASTM-F 1861 o FINISH �CTIMWALco W SC-1 �W COLOR. TO BE COORDINATED WITH DBC PROJECT MANAGER V zZ RB4 MANUFACTURER; JOHNSONITETS=3JOHN KITE FINISH/TEXTURE: TO BE COORDINATED WITH DBC PROJECT MANAGER p = '� 4 ALMOND MANUFACTURER, SO N � � COLOR: #3 LM ND MODEL #: CTA - 34 - C STYLE: COVEBASE COLOR #: #34 ALMOND MODEL #: CB-4" - 4' - 34 SIZE: 1/4" TO 1/8" MATERIAL S4 CO B S DESCRIPTION; TILE TO RESILIENT ,. ���� IRE RESI TA� T A ED r' F E REfl'� A [CNO AT D �����������^� "..; X4 bil QTESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGING TESTING: MEETS OR EXCEEDS REQUIREMENTS TO HEAT/LIGHT AGINGVI HMCALS & DIMENSIONAL STABILITY ASTM-F 1861 .,. : . .,�CHEMICALS & DIMENSIONAL STABILITY ASTM-F 1861 s j o F f'NeL�A_I I N 1 ; LOUNGE (1261, ELEC. (106), SERVER (127) 3 �� t w OCOPYRIGIIT DIETRICH DESIGN GROUP, OIC. (UG'),AS AN UNPUIXWEI) WORK. ALL RIGHTS RESERVED. THESE DRAWANGS AND MATERIALS CONTAIN MIFORMA71ON AND DESIGNS WHIM ARE JAX FEDERAL CREDIT CONIFIDDI IAL AND PROPRIETARY TO DDG. DDG OWNS ALL RIGHTS IN AND TO THESE DRAWINGS AND MA EIM S, IMMUDING,BUT NOT LIMITED 70, OOPYRIGNR,TRADE SOCKET AIS OTHER MRELLECRLAL PROPERTY RIGNTS. NO ONE MAY USE.COPY OR D15TRIBUM ANY UNION PORTION aF THESE DRAWINGS OR MATERIALS WITHOUT THE EXPRESS YYMEN C+ONW9 OF DDG. ATLANTIC BEACH, DESIGNFL MTOW DMW'AES NO LIABHlTY fROM APPLIGITION OR MISTAIdAMON OF THE STEEL..W MING SYS M.7H6 USE OF ANY COLD F MED STIOL PRODUCTS IMT ME NOT MANIMCFURED BY DIETRICH METAL FRAMING.INCORPORATED S STRICTLY PROM IMED AND WALL RESULT IN NUTAPICJITION OF TIS PROFESSIONAL ENGINEER'S SEAL AND ANY IMPLIED SUPPORT BY DIETRICH DESIGN GROUP. COMPLETE AND DETAILED EVALUATION FOR PRODUCT SURAORM MUST BE MUSHED BY OWNER'S ARCNRECr 1.00 GENERALDESIGN N S 2.00 INSTALLATION NOTES (con_t'd,�• 5.00 DESIGN CRITERIA 6.00 PRODUCT IDENMCOO (QQnfd) OR STRUCTURAL ENGIIF}R: 1.01 Contents of this submittal show the intended application of cold formed framing 2.14 Responsibilities and norms of good practice for fabrication and installation of 5.01 Design Assumptions 6.02 The following registered trademarks used herein are owned by Dietrich Metal Framing, Inc.: components. Framing erector is to refer to the project contract documents for cold-formed steel structural framing shall be per the requirements of the A.I.S.I. Location:ATLANTIC BEACH, FL - TradeReadye Load Bearing Header (U.S. Patent No. 5,689,922 and other Patents Pending) additional construction assembly requirements. "Code of Standard Practice for Cold-Formed Steel Structural Forming". Building Code:FLORIDA BLDG. CODE 2004 - TradeReadye Floor System (U.S. Potent No. 6,301,854 and other Patents Pending) 1.02 Dimensions shown herein have been determined per the contract documents and are - TmdeReadys Spazzere Bar (U.S. Patent No. 5,784,850 and other Patents Pending) for design reference only. All conditions shall be field verified prior to erection. WIND LOAD PARAMETERS: GRAVITY LOAD PARAMETERS: - FastClipe, FastStruto, Fast Top Clip* and UniClipe (Patents Pending) ri 1.03 The contents of this submittal are subject to the review and approval of the Basic Wind Speed (V) = 120.00 mph Wall Dead Load = 12.00 psf DIETRICH Owner's Structural Engineer and Architect prior to erection. Material selections and Importance Factor (1) = 1.00 DESIGN GROUP connection details shown herein may differ from those shown in the contract Mean Roof Height (h) = 34.50' 6.03 The following are examples of Dietrich Metal Framing, Inc. Connector identification A WorNnoon InduaMee Company documents. The framing erector shall await approval before framing materials are Exposure = C used herein: ordered. Least Building Width = 70'-0" Support Clip�ae Angle 330 Greenwood Place formed framing system is the responsibility of the Engineer of Record. 1.04 Adequacy of the primary structure and foundation for loads imposed by the cold Comer Zone Distance = 7'-0" Product i „t;r; „ Supw COP 1"1,611111118- I McDonough, GA 30253 S 54 5 s-1-1/2•x 1-1/2- I I 1.05 For specific requirements and warranty information on systems or materials LEG�-� E=1-1/2•x e Phone: 678.304.5525clip Angie Leo Fax: 678.304.5558 connected and appurtenant to the cold-formed steel framing including windows, MATER.THICI(NEss� caulking and flashings, refer to manufacturer's data. It is the responsibility of (Mas) L 1 1 2' x 1-12 /2 others for the proper construction or function of the total architectural assembly. x=u=Angle DEFLEC110N CRITERIA: CUP u]rGrH - - - - - J metalfromin •Com 1.06 Details of the wall finishes are for arrangement and reference. For specific .00 CONNECTION NOTES E.LF.S. = L/360 AI,die daps,support dips anoi­ fi dip angles aro 5okm 4 mxreee notes ott,arwa, requirements, methods, materials, and execution standards, refer to technical data 16e Ihn b dip'-II"ft haft dEw from product manufacturer. In the event of conflict, manufacturers instructions 301 If required, all welded connections are to be performed in accordance with AWS 1ECT'ED -EVIE'�tr`ED�oS N0TED . shall dictate. D1.3-81 "Specifications for Welding Sheet Steel in Structures". Consult AWS 5.02 Design performed in accordance with the AISI "Specification for the Design of Cold 1.07 Framing analysis assumes that the exterior cladding is attached to each stud and D19.0-72 "Welding Zinc Coated Steel" and ANSI standard Z49.1 for information Formed Steel Structural Members". Corrections or Comments made on the shop drawings during, jamb. Framing analysis is limited to the uniform distribution of load to the studs regarding safe welding procedures. All welds are to be touched-up with a rust 5.03 Conditions and or sections encircled thus require special review by the project inhibitive galvanizing paint. review do not relieve contractor from compliance- With and does not include review of the effects of local forces resulting from the architect and/or structural engineer. Additional project detail information and attachment of exterior cladding (i.e. brick ties, attachment clips, etc.). 3.02 Suggested weld metal and process for shop welding are: 60ksi weld metal strength verification of conditions are required. requirements of the drawings and speei#iostions. This chcc c:ic (minimum). Suggested methods for field welding: 1/8" (unless noted otherwise) is only for review of generai contort•nity to the design i8- 1.08 This submittal does not take precedence over the contract documents with regard 5.04 Unless noted otherwise, gravity load of brick over windows is assumed to be to minimum yield strength, gauge, web depth, flange width or stud spacing, unless E60XX (minimum) electrode - SMAW; or "gasless" MIG. Minimum weld throat con t of the project and enol ianoe with require- approved 9 9 9 P 9supported by others. The cold-formed framing is not designed to support these � P I g '�� approved by the Engineer of Record. thickness (t) must match or exceed the base steel thickness of the thinnest loads. mNents of the odntract dooumen1c. This reviaw noUvithstandinq, connected part unless noted otherwise. 1.09 It is the responsibility of others to verify that the strength and stiffness of bridging 5.05 Spandrel wall studs framing above a window, and having connections to the top and contractor's duties of perforrfwm we tl3oee"l.Iired by the products not manufactured by Dietrich Mesal Framing, Inc. are equivalent to 3.03 All screws shall be of the diameter and size indicated on the drawings, and shall bottom of the some beam, or having a single connection to a beam, and a kicker contract docurimints themsehm,which requlmMents are not CP Dietrich's standard u channel bridging detail using clips and screws (Refer to page be those manufactured and tested by ITW Buildex or equivalent. A minimum 1/2 to another structural element, may require slip connections at the head of the in any manner rrlods€led bythls reviervc�rt�omment� made 15 of the Dietrich Curtain Wall/Light Gage Structural Framing Products Catalog). inch edge distance and 1/2 inch screw spacing is required, unless noted otherwise window. In such situations, the engineer of record shall verify that the window y i I j 16� on th"se shop drawings. The con'l�tor is r6s ons.ble for � on the drawings. Screw penetration through joined materials shall not be less than system is designed accordingly. p g�• p 1.10 The certifying light gauge steel engineer assumes no liability for failure resulting three exposed threads. Select screws with an adequate cutting tip to accommodate confirmation and correlation of quantrtles and dimelKions, from incorrect application or installation of the steel framingsystem, Dietrich Metal the total thickness to be drilled. Drilling must be completed before the threads 5.06 Calculations and shop drawings included in this Technical Recommendation do not ,ion, p :�e:i+ec;tiorr of f>a�rricetiol-I processes,tniques of enn1;°;t take into consideration the overall stabilityof structure. It is the responsibility of c, 'natio,,of work,�, h that o$all other trades,iM•"1 ���r Framing, Inc. steel framing products must not be used lira the design of o structure engage the material. Consult the contract documents for minimum coating others p tY LDatte ood 00 without complete and detailed evaluation to verify any particular products suitability requirements of screws. Where screw attachments are made to framing to design the shear walls, diaphragm, and all relevant connections to L17 for use in any structure. This verification must be accomplished by the owners components of different thicknesses, the thinnest component must be penetrated complete the building stability load path. ce of his work in a safe and satisfacto y rrl�nner. r�• architect or structural engineer. first. Screw design is based on a type 'T3' screw. (unless noted otherwise) 1j Revisions D�.R + LeGUiZ14MON AND ASSOCIATES, IN''. 1.11 The design of metal framing conditions not s 8 • 9 9 specifically shown on these drawings is 3.04 All powder actuated fasteners (P.A.F.) shall be those as manufactured and tested by � j, � the responsibility of others. Hilti or equal. All pins subjected to tension shall have 15mm (minimum) diameter �. � Z,� steel washers. The following minimum edge distances and fastener spacings apply: NOTE TO ARCH E.O.R.: 0 f'? 1.12 Construction loads have not been considered in this submittal. • F d� Peron LIGHT GAUGE STEEL FRAMING HAS BEEN 1.13 It is the responsibility of others to coordinate the locations of finish system control Pin , Mm• �Distance Minimum i joints with the metal framing slip connections. Steel concrote seed concrote steel concrete DESIGNED W/ RIGID CONNECTIONS TO THE A 48* 1/2• 2-3/4• 1• 2-3/4• FULL VARIES PRIMARY STRUCTURE. NO ALLOWANCE HAS E -� E00]1 n•� 1/2• 2-3/4• 1' 2-3/4• RILL v�Q � PRODUCT IDENTIFICATION BEEN MADE FOR THE VERTICAL DEFLECTION OF THE PRIMARY STRUCTURE. PLEASE VERIFY C: Specify the following pin types when ordering: THAT FRAMING SCHEME SHOWN IS ADEQUATE 6.01 Dietrich Metal Framing, Inc. product geometries meet or exceed a minimum AS (T IS CONTRARY TO THE SLIP Q For attachment to concrete: For attachment to steel: proposed by the Steel Stud Manufacturers Association for industry standardization. 0.145"0 X-DNI 0.145"0 X-EDNI (knurled pins to steel) For SSMA and Dietrich comparison purposes, see tables below. REQUIREMENTS SHOWN IN THE 05400 +, .00 INSTALLATION NOTES 0.177"0 DS 0.177"0 EDS (knurled pins to steel) SPECIFICATIONS AND STRUCTURAL DRAWINGS. 2.01 All framing components shall be cut y PrP 3.05 All concrete screw fasteners shall be those as manufactured and tested by Hilt SSMA Diebich Metal Framing,Inc• Project Information Product Identification Product Idermei6oatim � 9 Pce square) for attachment to perpendicular (Kwik-Con II+) or equal. The following minimum edge distances and fastener U members or as required on angular fit against abutting members. Members shall spacings apply (unless specifically noted otherwise on drawings): 6W S 162 -43 6• CSd '8ga. 75084 --- be held positively in place until properly fastened. � Diameter Min.Edge Distance Min.Spacing MEMBER DEPTH(Web) MEMBER DEPTH(web) -� W 2.02 Temporary bracing shall be provided and remain in place until the structure is MEMO s1r�E PRODUCT CODE CO14:.8$85 completely stabilized. Temporary bracing is the responsibility of others. 3/15•° '-1/8' 2-1/4• FLANGE� (StA/Range�') Project Designer � 2.03 All field cutting of studs must be done by sawing or shearing. Torch cutting of 1/0 '-'/2• 3• MATM�TM�� MATERIAL THlacNess , JAX 'E D E RAL ( ' ) {Gauge) cold formed members is unacceptable. Min. Edge Distance = 6 x diameter, Min. Spacing = 12 x diameter. CREDIT I STEVEN T. WHITE ` E T N I O 2.04 When required for bridging purposes, the framing fabricator is to ensure punch out c I alignment when assembling framing and field cutting studs to length. Refer to 3.06 The framing contractor may substitute fasteners of equivalent specifications and load Member Depth Web Size Comparison Table E-Mail: typical stud/track connection and indexing detail. carrying capacities. Prior to installation, the framing contractor is to submit the Member SSMA Dietrich stwhite®dietriehdesigngroup.eom current product literature from the selected manufacturer for approval. Iaam 0 2. 05 No splices in studs, joists, or other load carrying members may be made without b on Idenion Phone: Fax: prior engineering review and specific details for any such splice(s). 3.07 It is the responsibility of others to verify that fasteners are installed according to 6• 800 6• (678)304-5525 (678)304-5556 manufacturers instructions. It is also the responsibility of others to verify/ensure 3-5/8• 362 3-5/8• 2.06 No notching or coping of studs, joists or rafters is allowed, unless stated within the quality of fastener connections. 12• 1200 t2' .U) this drawing package. ,0) 2.07 Where splicing of wall track is necessary between studs, a piece of stud shall be P 4.00 MATERIAL NOTESroduct Section Com orison Table JT&ANTIC BEACH,rt:,FL placed in the adjoining track sections and fastened to the frock flanges at bothsectionSSMA DWMidose vomh SHEET 1 N D EX y sides of the wall or the tracks shall be butted tight together and fastened to S137 CMM 1-3/8• _.. . I cure either side of the joint. 4.01 Properties used in this submittal are those published by Dietrich Metal Framing, Inc. s-sections 5162 esi 1-5/8' These properties meet or exceed SSMA properties. Therefore, no other ' 0 2.08 If additional holes are required in the metal studs or joists, contact a licensed (mss) stoo �' 2" � Prepared for manufacturer's material may be substituted. 5250 CSE 2-1/2- LSF-1.0 GENERAL NOTES WHEELER ENTERPRISES �y professional engineer for guidance before cutting holes. T125 Tse 1-1/4' 4.02 All studs and joist members 16 gauge and heavier shall be formed from steel T$ocks) T700 TSC 2. LSF-2.0 - 2.8 SECTIONS 2.09 Mechanical bridging, spaced at the intervals described herein, shall be installed prior ��) to the attachment of facing materials. corresponding to a type listed in the A.I.S.I. "Specification for the Design of M •SE 3" JACKSONVILLE, FL Cold-Formed Steer Structural Members", with a minimum yield strength of 33ksi 075U50 clink 3/4• LSF-3.0 - 3.4 ELEVATIONS E 2.10 Installation of sheathing, wallboard or any other collateral material shall be unless specifically noted otherwise. U-sections 15M CHN2 1_1/2• a performed in accordance with the product manufacturers specifications, the current (U-Chonnd) 2WJ50 qH LSF-4.0 - 4.3 DETAILS ' ASTM standard and/or guidelines outlined in the contract documents. 4.03 All 18 gauge and lighter members, track, bridging, and accessory items shall be 250U50 am -2-11r Sheet Information formed from steel "Specification for the Design of Cold-Formed Steel Structural F sections 087F125 FM 7/8• 'n 2.11 For all tracks used in composite members such as trusses, posts, headers and Members", with a minimum yield strength of 33ksi unless specifically noted tr+•fc� 15oF125 I= 1-1/2' GENERAL I jambs, the track must be installed as a single piece; no splicing is permitted. otherwise. NOTES Material Thickness Com rison Table DATE: 03/21/07 � 2.12 The maximum allowable gap (measured between the web of the stud and the web 4.04 Unless otherwise specified by the project contract documents, all framing products Walimurn 0 of the track) for a stud seated in a track in a non-axial load bearing condition is shall be formed from steel possessing a coating corresponding to the minimum � cause o " cola' requirements of ASTM C955. Thickness Tnamess �'"g SCALE: N.T.S. CV 1/8" U.N.O. It is recommended that this gap be eliminated in an axial mood 33 20 0 0329• o 0348' wh�e DESIGNED BY: STW bearing condition by pre-loading the studs until they are fully seated in the track. 4.05 When Dietrich Metal Framing, Inc. steel studs are to be used for a truss, mansard 43 18 0.0428. 0.0451• Ydlorr Failure to do so could result in serviceabilityproblems in the future. DRAWN BY: TJM cV P or header application, studs shall be unpunched through the stud web. It is the 0.0566 0538• • Green 2.13 Joist and/or roof framing must bear directly over studs. If not, a structural member responsibility of the contractor to specify unpunched studs when ordering materials. 54 16 0. CHECKED/sealed BY: BWO/bwo 68 14 0.0677' 0.0713• Orange (by others) is required on top of runner track for proper bearing and anchorage. 4.06 All slide clips, support clips and clip angles are 50ksi., unless noted otherwise. 97 12 0.0966• 0.1017• Rea 1E ASF-1.0 a COPYRIGHT DIETRICH DESIGN GROUP. INC.t'DDG7.AS AN UNPUBLISHED WORK. ALL RIWTS RESERVED. THESE GEN ERAL NOTES: FTION ANDDESKM WHICH ARE "" CONFIDEIGM AND PROPRIETARY TO DDG. DDG OWNS ALL RIGHTS IN AND TO IM 1) — INDICATES LATERAL WALL BRIDGING AT THESE DRA1N1 INaaJDIriG,MIT AND MI LnItTom• NOT I>:D TO, 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). I� SECRET -AND� ONE MAY USE,COPY OR DISTROUTE ANY PORTION OF THESE DRAWINGS OR MATERIALS WITHOUT THE DESS WR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, WRIM CONSENT OF ON. SEE REINFORCEMENT DETAIL 2/LSF-4.0. Dom+DEM GROLP,SS,MES NO UABLTTY FROM INCORRECT APPLICATION oft INSTALUTM OF THE STmL FRAMING 3) ALL TRACKS ARE TO BE 3-5/8" TSB 18go. � O MY COW T A NO FDRMm D (362T125-43), 33ksi OR 6" TSB 18go. v"G" CORPRED�OM70 ' Y PROIBI O AND WLL RESLT IN Sim. (600T125-43), 33ksi W/ (1) #10-16 SCREW NUUJRCATIDN of THE PROFESSIONAL DMINMrS SEAL Aro ANY IMPLIED G SIM. PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). WWORTBY DERIM DEMGROUP. COMPLETE AND DErAIM EVALUATION FOR PRODUCE SUMMUIY MUST BE 1 AOCOMPLEH D BY OWNER'S ARCHITECT OR STRUCTURAL.ENGINEER. 11 T.O. PARAPET DIETRICH 19 10 DESIGN GROUP A Worthinvion IndusMes Company MON 10 330 Greenwood Place I I � McDonough, GA 30253 Phone: 678.304.5525 1 Fax: 678.304.5556 LSF-4.1 4 T.0 STUD LSF-4.3 ®metalframing -Com e 5e Ihee b dip..idn to UIL k eN T.0 STEEL �'� � 15'-6"t T.0 STEEL ` LA 15'-6" ( 3-5/8" CSJ 18ga. (362S162-43), I 15'-3" I I 33ksi @ 16" O.C. I I 1 0.145"0, HILTI X—EDNI P.A.F. 6" CSJ 18ga. (600S162-43), I I I I TO STRL STEEL 0 EA. STU D � 33ksi 0 16" O.C. STEEL PLATE (BY OTHERS) Receiv y_ ISI : II WR r; s I T.O. STEEL 3 i 12,-0„ esign Ctllfd Colcep II 2 0.145"0 HILTI X—EDNI P.A.F. s I T.O. STEEL N ( ) ( ) 101 00 I 10'-11 11/16" � TO STRL STEEL 0 EA. STUD I Li Revisions Ln T.O. CHANNEL C g'-8" I I (2) 0.145"0, HILTI X—EDNI P.A.F.(s) 0 v I I TO STRL STEEL 0 EA. STUD I I II A E I 01 WALL SECTION 101 A 1 II R EF: 1/A3.2 11 Z) SEC. 16/S-4 SIM. 6" CSJ 18ga. (60OS162-43), ' I I � Project Information 33ksi 0 16" O.C. I I I I 75084 a COA: 8885 JAX FEDERAL i I I CREDIT UNION X a 101 1 1 1 o I I Ln i ATLANTIC BEACH, FL I (2) 0.145"0, 1" EMBED HILTI X—DNI 10 o P.A.F.(s) TO CONCRETE 0 EA. STUD Prepared for ELEVATIONCL 19 00 0' » —Op o ° WHEELER ENTERPRISES C14 o JACKSONVILLE, FL E Sheet Information a M SECTIONS WALL SECTION DATE: °3'2''°' SCALE: N• . 2 0 REF: 2/A3.2 . DESIGNED BY: srw • Tim CHECKED/seoled BY: BWO/bwo N i LSFw2n0 a COPYRIGHT DIEIRICH DESIGN GROUP, INC.(DDG-),AS AN UNPUBLISHED GENERAL NOTES: INFORMATION D MGM '� DRAWINGS AND MATERIALS,S CONTAIN CONFIDENTIAL AND PROPRIETARY TO DDG. 1) — INDICATES LATERAL WALL BRIDGING AT DDG 01MNS ALL RIGHTS IN Arra TO THESE oRAwE�cs AND MATERIALS, I1,40LUD"G.BUT Nor LIME To. 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). IN>flcop"tP'RADEROPExW MGM. NO ONE MAY USE.COPY OR DIStRIBUTE ANY PORTION OF THESE DRAWINGS OR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, ,CONSENT OF MG SEE REINFORCEMENT DETAIL 2/LSF-4.0. OIETRICH DESIGN GROUP ASSUMES NO LIANLITY FROM INCORRECT APPUCATION 3 ALL TRACKS ARE TO BE 6" TSB 18ga. �WrALLATION OF TMY HE COL FORMED STEEL PROODDUM'RIiAT ME NM FORMED (60OT125-43), 33ksi W/ (1) #10-16 SCREW MM .iM BY aETRICH METAL FRAMING.MICORPORATED IS STRICTLY WILL RESW PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). NHH AND THE PROFESSIONAL ENGINEER'S SEN.AND ANY IMPLIED SUPPORT BY DEIRICH DESIGN GROUP. COMPLETE AND DWILED EVAUJAIM FOR PRODUCT SUTTAMM MUST BE ACCOMPLISHED BY OWNER'S ARCHITECT OR STRUCTURAL ENGINEER, LA L DIETRICH Sim. A Worlhlrnaftn DESIGN usstr�s Co�PaP 10 ► m 330 Greenwood Place McDonough, GA 30253 E Phone: 678.304.5525 Sim. Fax: 678.304.5556 6 metalframin •com 1b>w is dq-ban so kilt"M (1) 0.145"0, HILTI X—EDNI P.A.F. TO STRL STEEL @ EA. STUD T.O. PARAPET_ 6" CSJ 18ga. (60OS162-43), 14'—4„ T.O. PARAPET 33ksi 33ksi @ 16 O.C. 25,_3„ 6” CSJ 18ga. (60OS 162-43), T.O. STEEL 1 33ksi ® 16" O.C. 24,_0„ T.O. STEEL (1) 0.145"0, HILTI X—EDNI P.A.F. rnqu TO STRL STEEL @ EA. STUD -YrZt/&7 121-1/211 -v r- . C i (1) 0.145"0, HILTI X—EDNI P.A.F. (2) 0.145"0, HILTI X—EDNI P.A.F.(s) �. ti's TO STRL STEEL @ EA. STUD TO STRL STEEL ® EA. STUD 1 00 11i Revisions ` 2 0.145"0HILTI X—EDNI P.A.F.(s) 0 TO STRL STEEL @ EA. STUD I a ° ° a I I - a a _ x t " er — `_ 6" CSJ 18 a. 600S162 43), 1 1 a I I .. £_K - 9 { ) INTERIOR FRAMING (BY OTHERS) E x� 33ksi © 16 O.C. 101 1 1 I I 0 6" CSJ 18ga. (600S 162-43), 33ksi @ 16" O.C. I 1 • 1 Project Information - - - - I I I I 75084 (2) 0.145"0, HILTI \ 1 1 X—EDNI P.A.F.(s) TO 101 I I CCA: 8885 STRL STEEL @ EA. I I I JAX FEDERAL U- I I I STUD 1 I I I CREDIT UNION X ail I II1 1 1 I I (2) 0.145 0, HILTI X—EDNI P.A.F.(s)17 I 1 ° . 1 I TO STRL STEEL @ EA. STUD � ( I © DIAGONAL BRACE 1 Q 1 o LO j a � a l I T.O. STEEL N I I 12,_9„ ATLANTIC BEACH, FL ( 0 I (2) 0.145"0, 1" EMBED HILTI X—DNI 0 1 1 P.A.F.(s) TO CONCRETE 4 EA. STUD L i 1 I ELEVATION ( I M Prepared for a �.a 0,_0 WHEELER ENTERPRISES " j JACKSONVILLE, FL E ° Sheet Information . a CV SECTIONS WALL SECTION- WALL SECTION- Dom. 03/2N TOS. p 2 DESIGNED BY: STW N REF: 4/A3.2 REF: 1/A3.3 DRAWN BY: Tim CHECKED/sealed BY: BWO/bwo N i .a LSFm2ff Mar 21, 2007 - 5:32pm Y:\2007-Projects\75084 - Jax Federal Credit Union\Submittal\Drafting\75084-2.2.dwg GENERAL NOTES: 1) - INDICATES LATERAL WALL BRIDGING AT 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, SEE REINFORCEMENT DETAIL 2/LSF-4.0. A SIM. 3) ALL TRACKS ARE TO BE 6" TSB 18ga. 1 (600T125-43), 33ksi W/ (1) #10-16 SCREW PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). T.O. PARAPET _ VARIES 25'-3" TO 28'-5" (1) 0.145to0, HILTI X-EDNI P.A.F. 1 Q 1 TO STRL STEEL @ EA. STUD NOTE: HIGH ROOF FRAMING PLAN ON S-3 SHOWS SECTION CUT 5/S-4 ALONG 6" CSJ 18ga. (600S 162-43), COLUMN LINE 1. SECTION 5/S-4 1 I 33ksi ® 16" O.C. SHOWS 8" STUDS ® PARAPET. E.O.R./ARCH. PLEASE VERIFY THAT 6" STUDS ARE REQ'D. PER THE ARCH. DRAWINGS AS SHOWN. IQI (1) 0.145"0, HILTI X-EDNI P.A.F.(s) TO STRL STEEL © EA. STUD � T.O. STEEL I Cw 24�'- 2 1/2„ (1) 0.145"0, HILTI X-EDNI P.A.F. TO STRL STEEL ® EA. STUD 1 6" CSJ 18ga. (600S 162-43), Q I 33ksi @ 16" O.C. T.O. WINDOW (1) 0.145Pt0, HILTI X-EDNI P.A.F. 19 -9ot TO STRL STEEL ® EA. STUD 2 LSF-3.1 T.O. SILL (1) 0.145"0, HILTI X-EDNI P.A.F. TO STRL STEEL ® EA. STUD T.Q. CHANNEL _ _ _ _ _ _ _ _ _ _ �T 9t-8" _ _o _ _ o_ — — — — (1) 0.145"0, HILTI X-EDNI P.A.F. TO STRL STEEL ® EA. STUD 6" CSJ 18ga. (6005162-43), 33ksi ® 24" O.C. 1 LSF-3.3 SIM. n ELEVATION 0,_0„ 4 a 1 WALL SECTION REF: 2/A3.3 CSD OPENING > fix 11111111 0 ;KSTI c7 m 70 D a 00 limp �rj z M a 5 OD .06 0 Yu r- cn� Agal z s* P a �^ _ � O !P ? , OWN 101111141 r 7D D W �,, O p '�,� INC z fi M '. _ _n D o o a' o. $$8 a �� z N 7 fn 4 r- Z O ; !7 t� Cn O '0 go ! P � v O N � trN UA IC , 0 �i o to v ch (J" ws 4_u_ Mar 21, 2007 — 5:32pm Y:\2007—Projects\75084 — Jax Federal Credit Union\Submittal\Drafting\75084-2.3.dwg GENERAL NOTES: 1) — INDICATES LATERAL WALL BRIDGING AT 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, SEE REINFORCEMENT DETAIL 2/LSF-4.0. A SIM, 3) ALL TRACKS ARE TO BE 6" TSB 18ga. 1 (600T125-43), 33ksi W/ (1) #10-16 SCREW PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). T.O. PARAPET VARIES 25'-3" TO 28'-5" (1) 0.1450, HILTI X—EDNI P.A.F. 110 I TO STRL STEEL ® EA. STUD 1 6" CSJ 18ga. (6005162-43), 33ksi ® 16" O.C. I0I (1) 0.145"0, HILTI X—EDNI P.A.F. TO STRL STEEL @ EA. STUD T.O. STEEL 24,_4„ -- (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL ® EA. STUD J lol I I NOTE: HIGH ROOF FRAMING PLAN ON S-3 DOES NOT SHOW TUBE @ THIS I I NOTE: LOCATION. HOWEVER, 6/S-4 DOES I LOW ROOF AND FRAMING PLAN ON SHOW TUBE @ 20'-6". E.O.R. I,�I S-3 SHOWS SECTION CUT 2/S-4 PLEASE VERIFY THAT TUBE DOES I ALONG COLUMNS LINE A & 1. NOT EXIST AS SHOWN. I I 6" CSJ 18ga. (6005162-43), SECTION 2/S-4 SHOWS 8" STUD 33ksi ® 16" O.C. FRAMING, ® THESE LOCATIONS. E.O.R./ARCH. PLEASE VERIFY THAT 6" STUDS ARE REQ'D. PER THE ARCH. DRAWINGS AS SHOWN. 101 ISI lol (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL ® EA. STUD T.O. STEEL 12,_9„ 101 (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL @ EA. STUD NOTE: LOW ROOF AND FRAMING PLAN ON S-3 SHOWS SECTION CUT 2/S-4 ALONG COLUMNS LINE A & 1. 6" CSJ 18ga. (6005162-43), SECTION 2/S-4 SHOWS 8" STUD 33ksi ® 16" O.C. FRAMING, CSA THESE LOCATIONS. E.O.R./ARCH. PLEASE VERIFY THAT 6" 101 STUDS ARE REQ'D. PER THE ARCH. DRAWINGS AS SHOWN. ISI O I (2) 0-145"0, 1" EMBED HILTI X—DNI 1 P.A.F.(s) TO CONCRETE @ EA. STUD � ELEVATION _ 0�'-0» ° a a °o ° 1 WALL SECTION REF: 2/A3.3 ® FULL HEIGHT STUDS o 00 00 — o Z c1 — Lo T 00 • a 3 '° w r'1� 00 Izil CL 3 119 -+. N Z N C Z-A I AM > FN I . aoll Q2 o N r Z r ' w o. �� 8 � �0 a r 00 � IqZ 30(� ills O 9 to V g C�11 W s ..L. ®COPYRIOff DIMICH DIMM GROUP. INC.CDDG").AS AN UNPI:BMIM GENERAL N T IMM ALL D MX Rte. '"M • [W~UM AHD DM"WHM ARE COMMI)DO A-Mm PROPIMMY TO DOG_ 1) — INDICATES LATERAL WALL BRIDGING AT W owns ALL MID AHD m W=E oRAwlnT Arra M►IERuI. IHCLwIHG,aur NOT LIMITED M. HM 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). PRor�MGM.°THW ONE MAY USE,COPY OR DISIRWIE ANY POffrM OF M*=DRAWINGS OR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, MIMI CONseff of:WG SEE REINFORCEMENT DETAIL 2/LSF-4.0. NOTOM DOM AMMES NO uAB m FROM wooRREcr APPLICATION OR INSTALLATION OF INE STEEI.FRAMING 3) ALL TRACKS ARE TO BE 6„ TSB 18go. 9fsn3L 7w um OF MY COU)MWIM Sim PROMIM 7MT ME WT (600T125-43), 33ksi W/ (1) #10-16 SCREW MANUFACRlRED FRAMING.INCORPORATED XI 71M IH METAL IS STRICTLY PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). N �� I DONMrS SEAL AHD ANY IMPLIED SUPPORT BY MUM DESIGN%%W. COMPLETE AND DETAIM EVAUJAMI FOR PRODUCT suffoauiY MUST w ACCOMPUSMM BY OWNER'S WHITI T OR STIWURAL ENGINEER. DIETRICH DESIGN GROUP A Worfhingfon Indushim Company 330 Groenwood Place B McDonough, GA 30253 3 Phone: 678.304.5525 Fax: 678.304.5556 6” TSB 18ga. (60OT125-43), LSF-4.3 33ksi TRACK W/ (1) #10-16 6" CSJ 18go. (60OS 162-43), _ - metalframin •Com SCREW PER STUD FLANGE, 33ksi @ 16" O.C. >! ti -wn as MftAffm 6 BENT AS REQ'D. 6 LSF-4.1 SIM. T.O. PARAPET LSF-4.1 SIM. T.O. PARAPET 142-6ff 14f-6ff 2 3-5/8" CSJ 18ga. (362S162-43), 2 I I I \ SIM. 33ksi 16" O.C. LSF-4.1 LSF-4.3 \ T.O. STEEL \ _ T.O. STEEL VARIES \ VARIES \\\ 12'-3 1/4" (MAX.) _ 12'-3 1/4"(MAX.) 3 \ B.O. SOFFITZ�r� 6" CSJ 18ga. (60OS162-43), — — — B.O. SOFFIT (1) 0.145"4s, HILTI X—EDNI P.A.F. 3'-0" 11'-0" � 33ksi @ 16" O.C. �` ' lit1 10 21-01' TO STRL STEEL @ EA. STUD (MAX.) (MAX.) 6" CSJ 18ga. (602-43), T.O. STEEL • 0 I I (2) 0.145"0, HILTI X—EDNI P.A.F.(s) si @ 16 O.C. Revisions TO STRL STEEL ® EA. STUD . , I� _ y (1) 0.145"0, HILTI X—EDNI P.A.F. EoD TO STRL STEEL @ EA. STUD ° SECTION 1 NOTES: COO tiloAV44 SECTION 2 NOTES: 0 1) ALL MEMBERS TO BE 6" CSJ 18ga. I 11) ALL MEMBERS TO BE 3-5/8" CSJ v (600S162-43), 33ksi. (U.N.O.). I 1 18ga. (362S162-43), 33ksi. (U.N.O.). 2) FRAME SPACING = 16" O.C. I I / — — — — — „ — — — 2) FRAME SPACING = 16” O.C. Q v 3 USE 3 10-16 SCREWS AT ALL I ( I I (2) 0.145 s�, HILTI l j ) { ) # X—EDNI P.A.F.(s) TO i 3) USE (3) #10-16 SCREWS AT ALL MEMBER TO MEMBER LAP I I I STRL STEEL @ EA. I MEMBER TO MEMBER LAP ° CONNECTIONS (U.N.O.). STUD CONNECTIONS (U.N.O.). 4) " t " — INDICATES 2" x 2" x / ( I I J 4) of -4- — INDICATES 2" x 2" x • 18ga., 33ksi. CONTINUOUS ANGLE 101 1 — — — J / 18ga., 33ksi. CONTINUOUS ANGLE Project Information v WITH (1) #10-16 SCREW AT EACH I ( — — — — — WITH (1) #10-16 SCREW AT EACH 7508,4 INTERSECTION. I I @ DIAGONAL BRACE INTERSECTION. COA: 8885 JAX FEDERAL X ISI CREDIT UNION I o LO I Q I (2) 0.145"0, 1" EMBED HILTI X—DNI P.A.F.(s) TO CONCRETE @ EA. STUD ATLANTIC BEACH, FL 0 ELEVATION ELEVATION CL • o: c •c o pf-pff p 0'_0" p Prepared for 0 o WHEELER ENTERPRISES 04 JACKSONVILLE, FL E Sheet information a N LO `O WALL SECTION WALL SECTION SECTIONS 1 I REF. 3/A3.3 2 REF. 4/A3.3 DATE: 03/21/07 o SCALE: DESIGNED BY: STW DRAWN BY: Tim cV CHECKED/sealed BY: BWO/bwo v LSFm2n4::] m COPYRIGHT'DIETRICH DESIGN GROUP, INC. (00n.AS AN UNPUBLISHED WORK. ALL RIGHTS RESERVED. THESE GENERAL NOTES: ;�,;,O M ,RE CONFIDENTIAL AND PROPRIETARY TO DDG. DDG OWNS ALL Room IN AND'To K SIM. 1) n — INDICATES LATERAL WALL BRIDGING AT THSDRAWINGS NO"A� INCLUDING.Bur NOr LIMITED R). 1 L' PROPERTY ERTYRRIGHT& NO F ONE MAY USE.COPY OR DISTRIBUTE ANY T.O. PARAPET PORTION OF THESE DRAWINGS OR 2 TrATER"WmND f THE EGRESS FOR CONNECTIONS OCCURRING AT KNOCKOUTS, Wiffm OF DOG. VARIES SEE REINFORCEMENT DETAIL 2/LSF-4.0. aE1RICH DESIGN GROUP ASSutMES NO qu 16'—2" TO — — — — — LIABILITY FROM INCORRECT APPLICATION 19'—10" FRAMING , g s m PR THE M T�ANY M E�Fot�IMm 3 ALL TRACKS ARE TO BE 3-5 8" TSB 18 o. OR I�A�„oN > �L LSF-4.3 I (362T125-43), 33ksi OR 6" TSB 18ga. � T '"' Y ` T.O. STEEL PRO CITED AND WILL RESULT IN (60OT125-43), 33ksi W/ (1) #10-16 SCREW NULLIFICATION OF THE PROFESSIONAL 1 VARIES I 1" x I PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). eY 010"M DESIGN GROUP. ENGINEER'S SEAL AND ANY IMPLIED QZ 4 COMPLETE AND DETAILED EYALJ.#ATK]•N FOR LITY :n 14t-6y' TO 1" Acc�0D1JO MPu� OWNER'S�ARCHREcr 3-5/8" CSJ 18ga. (362S162-43), I 18'-2" — — — — / OR SIR'UCR"RAL ENGINEER. 33ksi @ 16" O.C. I SECTION A—A IIJLJL I 6" CSJ 18go. (6005162-43), (1) #10-16 SCREW TO METAL ( I 33ksi @ 16" O.C. LA PLATE @ EA. STUD T.O. STEEL T.O. PARAPET D I ET R I C H TI�AVARIES 19'-10" DESIGN GROUP A Worlhington IndustrIss Company 12'-4 1/2" TO (2) 0.145"0, HILTI X—EDNI P.A.F.(s) 13'-1 1/2" TO STRL STEEL @ EA. STUD, _ SPACED AS SHOWN. I I 330 Greenwood Place T.O. STEEL McDonough, GA 30253 18'-2 A Phone: 678.304.5525 wt_ - Fax: 678.304.5556 metalframing •com e ft>n to Imo..>W ft Mft.mit WALL SECTION s (2) 0.145„0, HILTI X—EDNI P.A.F.(s) REF. 2/A3.4 TO STRL STEEL @ EA.. SS ao- 6A CSJ 18ga. (600S 162-43), I I LAP AND FASTEN W/ ` 33ksi @ 16” O.C. I ( (3) #10-16 SCREWS NOTE: 3-5/8" CSJ 1888 (362S162-43), (2) 0.145"0, HILTI X—EDNI P.A.F.(s) ARCH/E.O.R PLEASE VERIFY THAT 33 @ 16" O.C. Q I TO STRL STEEL @ EA. STUD 3 TOP OF PARAPET ,� CSJ 18ga. ROOF ASSHO N EXTENDS 3-5/8 ARCHITECTURAL I I » LAP AND FAST -aAND STRUCTURAL SECTIONS BOTH (3) #10-16 SCREWS In (362S 162-43), 33ksi ® 16 O.C.TS c� SHOW TOP OF STUD EVEN W/ TOP OF STRL ANGLE. B.O. SOFFIT /-c-:7y-1 — — — — — CD00 — r U-3 RevTalons (2) 0.145"0, HILTI X—EDNI P.A.F.(s) 4 (2) 0.145"0, HILTI I I TO STRL STEEL @ EA. STUD X—EDNI P.A.F.(s) TO LSF-4.1 STRL STEEL @ EA. STUD I 1 v ON. a 1>_2» ( I v MAX. E I I A 0 101 Project Information 6" CSJ 18ga. (600S 162-43), v 33ksi @ 16" O.C. I I 75084 CCA: 8885 -o Jl�l JAX FEDERAL x I I CREDIT UNION i IQ00I LO I .Cn I I ATLANTIC BEACH, FL I L- (2) 0.145"0, 1" EMBED HILTI X—DNI Q 1 r , ; P.A.F.(s). s . AF ( ) TO CONCRETE @ EASTUD I I P Preared for o WHEELER ENTERPRISES � o N ELEVATION j: 0'-0" ° °° ° .; °�°. ° JACKSONVILLE, FL ° E Sheet Information a N M SECTIONS I DATE: 03/21/07 t\ O 0 WALL S ECTI 0 N Ste: N.T.S. 2 DESIGNED BY: TV N REF. 5/A3.4 @ FULL HEIGHT STUDS DRAWN BY: T.IM N CHECK®/sealed BY: SWO/bwo v LSF-2.5 ®COPYRIGHT DIERZICH DESIGN GROUP. INC.('DDG).AS AN UNPUBLISHED GENERAL NOTES: ""�` ALL RIGHTS RESERVED.. "� DRAWANGS AND MATERIALS OOPRNN INFORMATION AND DESIGNS WHICH ARE CONFIDENTIAL AND PROPRIETARY TO ON. DDG OWNS ALL RIGHTS IN AND TO 1) INDICATES LATERAL WALL BRIDGING AT 11148SE DRAB AND M"� IHCWDNG.BUf NOT UMITED TO. COPYRIGNR TRADE SECRET AND OTHER 5'-0" 0.C.(MAX) PER 1/LSF-4.0 (U.N.O.). INTELLECTUAL PROPERTY RIGHTS. NO ONE MAY USE,COPY OR DISTRIBUTE ANY PORTION OF 7HIM DRAMNGS OR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, M° SEE REINFORCEMENT DETAIL 2/LSF-4.0. DIETRICH DTA GROUP ASSUMES NO LPMUTY FROM INCORROCr APPUCA71ON OR 3) ALL TRACKS ARE TO BE 6" TSB 18ga. � E o OF MY CO FORMED SIM PRODUCTS THAT ARE NOT (600T125-43), 33ksi W/ (1) #10-16 SCREW MANUFACTURED INCORPORATED BIR ATED IS METAL FRAAQdG,NOORPORAIID IS STRICTLY PROt IMM AND WILL RESULT IN R STUD FLANGE PER 3/LSF-4.0 (U.N.O.). NULUFICAMON OF THE PROFESSIONAL ENGINEER'S SEAL AND ANY IMPUED SUPPORT BY DIETRICH DESIGN GROUP. COMPLETE AND DETAILED EVAWATION FOR PRODUCT SUTrAKW MUST E ACCOMPLISHED BY OWNER'S ARCHITECT OR STRUCTURAL ENGINEER. Air DIETRICH DESIGN GROUP A Worthington Industries Company 5 SIM. 330 Greenwood Place M SIM, N McDonough, GA 30253 g Phone: 678.304.5525 3 Fax: 678.304.5556 metalframin •Com COPE FLANGES AS REQUIRED SoAmtootBl..bdaftWftduhl (1) 0.145"0, HILTI X—EDNI P.A.F. 6" TSB 18ga. (600T125-43), 3-5/8" CSJ 18ga. (3625162-43), TO STRL STEEL @ EA. STUD 33ksi TRACK W/ (1) #10-16 33ksi © 16" O.C. 6" CSJ 18ga. (600S 162-43), SCREW PER STUD FLANGE, T.O. PARAPET 33ksi @ 16" O.C. T.O. PARAPET BENT AS REQUIRED 14 —414,_4„ (1) 0.145"0, HILTI X—EDNI P.A.F. _ T.O. STEEL TO STRL STEEL @ EA. STUD I I T.O. STEEL J/ VAR I ES 13'-1 1/2" 12'-9 1/2"(MAX.) N I j (MAX.) r " � 6 6 1 a 00 ► I r z LSF-4.1 LSF-4.1 LSF-4.3 SIM. (2) 0.145"0, HILTI X—EDNI P.A.F.(s) I I Q Revisions C' I I (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL @ EA. STUDell 4- 1 I STRL STEEL @ EA. STUD 0 101 I 1 A .E SECTION 1 NOTES: 1) ALL MEMBERS TO BE 6" CSJ 18ga.En I I Q (600S 162-43), 33ksi. (U.N.O.). - -0 2) FRAME SPACING = 16" O.C. I I ( I I (2) 0.145"0, HILTI (2) 0.145 0, HILTI :D / ( I I X—EDNI P.A.F.(s) TOI ` I ( X—EDNI P.A.F.(s) TO 3) USE (3) #10-16 SCREWS AT ALL I 1 I STRL STEEL @ EA. I I I I STRL STEEL @ EA. MEMBER TO MEMBER LAP STUD I I STUD Project Information � I I I I v CONNECTIONS (U.N.O.). � I I � � ► 1 � 75484 v 4) {�. — INDICATES 2" x 2" x 1 L I I I 1 18ga., 33ksi. CONTINUOUS ANGLE I O 1 \ — — — — — — — — — I I \- -L J — — — — — — — — COA: 8885 U- WITH (1) #10-16 SCREW AT EACH I I @ DIAGONAL BRACE I I ® DIAGONAL BRACE JAX FEDERAL INTERSECTION. CREDIT UNION 6 CSJ 18ga. (600S 162-43), 6" CSJ 18ga. (600S 162-43), I ja I 33ksi @ 16" O.C. po oI I 33ksi @ 16" O.C. i II II a ( 1 I I 2 0.145"0 1" EMBED HILTI X—DNI o I I I I ( ) ATLANTIC BEACH, FL � I I (2) 0-145"0, 1 EMBED HILTI X—DNI 1 0 I P.A.F.(s) TO CONCRETE ® EA. STUD P.A.F.(s) TO CONCRETE @ EA. STUD 00 ELEVATION P ELEVATION Prepared for 0, 0'_0'> WHEELER ENTERPRISES o JACKSONVILLE, FL E N Q Sheet Information SECTIONS WALL SECTION WALL SECTION 2 DATE: 03/21/07 O 1 SCALE: N.T.S. N REF. 6/S-5 REF. 11/S-5 DESIGNED BY: STW N SIM. @ 7/S-5 SIM. @ 10/S-5 DRAWN BY: Tim CHECKED/sealed BY: BWO/bwo v LSF-2. 6 ®OOPYRIGHr DIETRICH DESIGN CROUP. INC.CDDC").AS AN UNPUBLISHED GENERAL NOTES: ATHESE IN CONFIDENTIAL AND PROPRIETARY TO DDG. DDG 1) — INDICATES LATERAL WALL BRIDGING AT 7NE owR ALL A IN AND TO THESE DDRAWINGSAND MATERIALS. 5-0" O.C-(MAX) PER 1/LSF-4.0 (U.N.O.). INCU,DING.ETRA Nor To. OOPYRIGFtSOCKET AND OTHER INTEIl©CTU AL PRO PROPERTY RIGHTS. NO ONE MAY USE,COPY OR DISTRIEil11E ANY PORIM OF THESE DRAWINGS OR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, SEE REINFORCEMENT DETAIL 2/LSF-4.0. WIMTEN CONSENT OF WG. DIETRICH DOM GROUP ASSUMES NO LIABILITY FROM INCORRECT APPLICATION » OR INSTALLAIM OF THE STEEL FRAMING 3 ALL TRACKS ARE TO BE 6 TSB 18ga. SYSTEM.THE USE OF ANY COLD FORMED (600T125-43), 33ksi W/ (1) #10-16 SCREW MANUSTEETHAT ARE NOT MANUFACTURED Br aETRxw METAL FRAMING.INCORPORATED IS STRICTLY PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). OF�'�'L�' SIMIAL ENGINEER'S SEAL AND ANY IMPLIED SUPPORT BY DIETRICH DESIGN GROUP. COMPLETE AND DEVILED EVALUATION FOR PRODUCT SUITAsLiTY MUST sE AOOOMPLSIED BY OWNER'S ARCWW= OR STRUCTURAL ENGINEER. LA DIETRICH DESIGN GROUP A Worthington Industries company 330 Greenwood Place N McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 �• metalframin •Com (1) 0.145"0, HILTI X—EDNI P.A.F. be*a m dop—bd=se bdft Affm TO STRL STEEL 0 EA. STUD 6" CSJ 18ga. (600S162-43), 33ksi ® 16" O.C. T.O. PARAPET (1) 0.145it0, HILTI X—EDNI P.A.F. 14'-4" Nu TO STRL STEEL CCD EA. STUD ( I T.O. STEEL VARIES - 12'-9 1/2"(MAX.) CD 3 `~ LSF-4.1 ( I \ 3-5/8" CSJ 18go. (362S162-43), 00 I 33ksi ® 16" O.C. Revisions � (i) 0.145"0, HILTI X—EDNI P.A.F. I I � � TO STRL STEEL ® EA. STUD 0 o B.O. CANOPY 0 o LAP AND FASTEN W/ (3) 3'-6» t9'-0" #10-16 SCREWS U.N.O. I I (MAX.) 0 E 6" CSJ 18ga. (600S162-43), c 33ksi @ 16" O.C. 0 0 0 0 �j Project Information v 75084 2 COA: 8885 X LSF-3.3 JAX FEDERAL CREDIT UNION I 00 L U N o ATLANTIC BEACH, FL L- CL I a ELEVATION / Q Prepared for n �'p p n '�'� n 0)-090 WHEELER ENTERPRISES p E JACKSONVILLE, FL ,2 T? Sheet Information LTi ISECTIONS WALL S ECTI 0 N DATE: 03/21/07 CV REF. 11/S-5 @ CANOPY SCALE: N.T.S. N DESIGNED BY., STW DRAWN BY: Tim CHECKED/sealed BY: BWO/bwo LSF-2. 7 OCOPYRIaIT DIETS"DESIGN GROUP, INC.OM-).AS AN UWUMMM : ,N MA71Ol DRAWINGS AND M&TERIALS CONTAIN GENERAL NOTESARE CONFIDENTIAL.AND PROPRIETARY TO DDG. DD 1) INDICATES LATERAL WALL BRIDGING AT G ALL wads IN AND TO 7FFDRDR AWINGS AND MATE TO. INCLUDING. BUT DING. NOT LIMflTO ED , COPYRIGHT,TRADE SECREr AND OTHER 5'-0" O.C.(MAX) PER 1/LSF-4.0 (U.N.O.). NTaLFanw.PROPERTY RIGHTS. NO ONE MAY USE,COPY OR DSTWJM ANY PORTION OF THESE DRAWINGS OR 2) FOR CONNECTIONS OCCURRING AT KNOCKOUTS, #M SEE REINFORCEMENT DETAIL 2/LSF-4.0. DIETRICH DESIGN GROUP ASSUMES NO LIABLRY FROM INCORRECT APPLICATION „ OR INSTALLATION OF THE STE&FRAMNG 3) ALL TRACKS ARE TO BE 6 TSB 18go. SYSTEM.TME USE OF ANY COLD FORMM (600T125-43), 33ksi W/ (1) #10-16 SCREW MTm PRODUCTS THAT IW ME NOT MANUFACTURED BY DIETRN7H METAL FRAMING,INCONWATIED IS STRIMY T IN PER STUD FLANGE PER 3/LSF-4.0 (U.N.O.). iNOF THE D VALL PROFESSIONAL SSIONAL ENGINEER'S SEAL AND ANY IMPLIED SUPPORT BY DIETRICH DESIGN GROUP. COMPLETE AND DETMIM EVALUATION FOR PRODUCT SUITABLITY MUST BE AOCOAPUSHED BY OWNER'S ARCHITECT OR STRUCTURAL ENGINEER. LA DIETRICH DESIGN GROUP A Worthington Industries Company 330 Greenwood Place McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 B.O. DECK ®mefalframing •Com n VARIES be X10°b"*-idn b0 Wift'W 9'-8" OR 15'-8 1/2" (3) #10-16 SCREWS TO I,Q I I,Q I (3) #10-16 SCREWS TO METAL DECK @ EA. STUD I I I I METAL DECK ® EA. STUD i STEEL COLUMN (BY OTHERS) 6" CSJ 14ga. (60OS162-68), I I I I 6" CSJ 14ga. (6005162-68), 00 N 50ksi SPACED PER PLAN I I 1 I 50ksi SPACED PER PLAN INOTE: 101 I I NOTE: d- ao 0 ' " STUD HEIGHT, USE I I I LO 9 -8 9'-8" STUD HEIGHT, USE Revisions / 6" CSJ 18ga. (6005162-43), I I I I 6" CSJ 18ga. (6005162-43), Q C7' 12 2 33ksi SPACED PER PLAN I I I ( 33ksi SPACED PER PLAN v LSF-2.7 I jaI I a I Q E i Q i 101 ! 01 o II II Q Project Information � 2 i�.► !!�! 75084 LSF-2.7 I I I I CoA: 8885 LL- SIM. i I I I JAX FEDERAL i I ! CREDIT UNION i 101 101 o Cn ni �� ATLANTIC BEACH, FL 145 � ., (2) 0. , 1 EMBED HILTI X—DNI I O 10 ( (2) 0.145"0, 1 EMBED HILTI X—DNI P.A.F.(s) TO CONCRETE @ EA. STUD I I I I P.A.F.(s) TO CONCRETE ® EA. STUD COLUMN FRAMING P LAN- T.O.o REF. 7/A3.5 nSLAB Prepared for N 0'-0„ a o d: 4 ° . °a. WHEELER ENTERPRISES >- JACKSONVILLE, FL E a N Sheet information 2 COLUMN FRAMING- SECTIONS O DATE: 03/21/07 O SCALE: N DESIGNED BY: STW N DRAWN BY: Tim CHECKED/sealed BY: SWO/bwo v LSF-2.8 0 COPYRIGKT DIETPoCH DESIGN GROUP, INC. ('DDG',AS AN UNPUBLISHED WORKGENERAL NOTES: ,, "TION NO DESIGNS RIGHTS rASERVED. TIM DRAWINGS AND W RIALS OONTMN ARE CONFIDENTIAL AND PROPRIETARY TO DDG. TO 1) SEE DETAIL 4/LSF-4.0 FOR GENERAL JAMB DDG OWNS ALL T1iE5E DRAWINGS AND MDRIGHTIN AND MATI3tIAl_S. INCLUDO. ASSEMBLY INFORMATION. COPYRIGHT.�NOT UMI D COPYRIGHT,TRADE SOCREr AND OTHER INTELLECTUAL PROPERTY RK*M NO ONE MAY USE.COPY OR DISTROUTE ANY 2) ANY DIMENSIONS SHOWN ARE FOR � W ENGINEERING PURPOSES ONLY. REFER TO WRITTEN CONS OF MG. CONTRACT DOCUMENTS FOR EXACT DIETRICH DESIGN GROUP ASSUMES NO DIMENSIONS. INSWAA71ONI STEE FRAMING SYSTEM.INE USE OF ANY MET COLD FORMED 3} FOR TYPICAL CRIPPLE CONNECTIONS ABOVE M'wzooucrS IMTACINE AM NOT MANL� IURED BY aECN AL AND BELOW OPENINGS REFER TO SECTIONSIMY � �IS Tr>IN PROFNBTTED AND WILL RESULT IN NUWflCA7ION OF'TNE PROFESS04AL (U.N.0.). d AN •S SEAL D ANY MPUED SUPPORT BY DOR01 DESIGN GROUP. COMPLETE AND DETALED E.VAL DATION FOR PRODUCT SUIrABILIIY MUST E ACCOMPLISHED BY OWNER'S ARCWnZr OR STRUCTURAL ENGINEER. r LA DIETRICH DESIGN GROUP A Woftlnpion InduslAes company 330 Greenwood Place McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 metalframing •com 1bpbaUder->dw the Wift*RM 2 2 LSF-2.0 LSF-2.0 TO HILTI .A.F.(s) STRLSTEEL@ EA. JAMB (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL @ EA. JAMB 772 LSF-4.2C TOP CRIPPLES SAME SIZE AND SPACING °' TOP CRIPPLES AS WALL STUDS 3 SAME SIZE AND SPACING O AS WALL STUDS C d- LAY-IN HEADER LAY-IN HEADER o (1)6" CSJ 18ga. (600S162-43), 33ksi (1)6" CSJ 18ga. (600S162-43), 33ksi fl% Revisions LO (2)6" TSB 18ga. (600T125-43), 33ksi (2)6" TSB 18ga. (600T125-43), 33ksi 0 C" ALL CONTINUOUS. ALL CONTINUOUS. c 2 0 a FULL HEIGHT JAMB STUDS LSF-4.2 C FULL HEIGHT JAMB STUDS 4_1 (2)6" CSJ 18ga. (60OS162-43), 33ksi W/ A +' (1)6" TSB 18ga. (600T125-43), 33ksi ( � (2)6CSJ 18ga. (600S162_43), 33ksi W/ (1)6 TS3 18ga. (600T125 43), 33ksi :3A A A A C 0 0 Q 0 C WINDOW SILL 3 WINDOW SILL (1)6" TSB 18ga. (600T125-43), 33ksi , Project Information 0 (1)6TSB 18ga. (600T125-43), 33ksi L LSF-4.2 g 3 A A A LSF 4.2 g 75084v BOTTOM CRIPPLES BOTTOM CRIPPLES COA: 8885 li SAME SIZE AND SPACING JAX FEDERAL B SAME SIZE AND SPACING AS WALL STUDS X AS WALL STUDS B CREDIT UNION I d- 00 0 Ln (2) 1/4"0, 1-3/4" EMBED HILTI (1) 1/4"0, 1-3/4" EMBED HILTI KWIK-CON II+ FASTENERS TO KWIK-CON II+ FASTENER TO 3'-4" MAX. sm CONCRETE @ EA. JAMB 2'-9" MAX. CONCRETE @ EA. JAMB ATLANTIC BEACH, FL a� 0 L 0 OPENING FRAMING OPENING FRAMING � Preparedfor OV 1 2 WHEELER ENTERPRISES WINDOW 9 DROPBOX j JACKSONVILLE, FL E OR OR Sheet Information N M SECTION A-A SECTION B-B SECTION C-C SECTION A-A SECTION B-B SECTION C-C ELEVATIONS I DATE: 03/21/07 O o SCALE: N.T.S. N DESIGNED BY: STW DRAWN BY: Tim N CHECKED/sealed BY: BWO/bwo L Q ASF-3.o ®COPYRIGMr DIEM DESIGN GROUP. INC.(bDC7.AS AN UWVMJSHM GENERAL NOTESWOW. &L M04M RESERVED. THESE INFORMATION AND DESHM WH10i ARE DRAWINGS AND MATERIALS CONTAIN CONFlDEMYIL AND PROPRIETARY TO DDG. TO 1) SEE DETAIL 4/LSF-4.0 FOR GENERAL JAMB Doc E DR IN RAND �'AND 7HE5E DRAWINGS AND MATERIALS, NCLMNG.BUT NOT LJMM TO. ASSEMBLY INFORMATION. COPYMIT TRADE SECRET AND OMER 1NTolicTuAL PROPERLY RWM NO Y"o 2 ONE W USE,ODIVY OR DISTRIBUTE ANY PORTION OF 7NESE DRAWINGS OR ANY DIMENSIONS SHOWN ARE FOR MA71�uus wrTNour 71iE E�RESs LSF-2.6 2 ENGINEERING PURPOSES ONLY. REFER TO WIMEN OONSW of DDG. SIM. (3) 0.145"0, HILTI X—EDNI P.A.F.(s) CONTRACT DOCUMENTS FOR EXACT DISRICi DESIGN GRDUP ASSUMES NO NCORRETO STRL STEEL @ EA. JAMB DIMENSIONS. O N�STALLA�IOW WSTM RMPUCAW 1G SM111.ire USE OF ANY COLD TIRM 1570a3) FOR TYPICAL CRIPPLE CONNECTIONS ABOVE MANN. MURMPRODU15 71D ARE Nor MANUFACTURED BY DIETRICH METAL AND BELOW OPENINGS REFER TO SECTIONS FL:wMING.NDS TIN PROFNBTIi�AND WILL RESULT IN NUWFIrAnON OF 711E PROFESSIONAL TOP CRIPPLES (U.N.O.). GROUP. SAME SIZE AND SPACING COMPLETH AND DETAILED EVALUATION FOR AS WALL STU DS MCHffWr 2 LS F- CLA DIETRICH DESIGN GROUP C LAY—I N HEADER A Wor%lnpFon industries company (1)6" CSJ 18ga. (60OS162-43), 33ksi (2)6" TSE 18ga. (60OT125-43), 33ksi 330 Greenwood Place ALL CONTINUOUS. McDonough, GA 30253 FULL HEIGHT JAMB STUDS Phone: 678.304.5525 (2)6" CSJ 18go. (600S162-43), 33ksi W/ Fax: 678.304.5556 (1)6" TSB 18ga. (60OT125-43), 33ksi metalfmmin •cam A A A A go tonqp-tieWas waft ftv WINDOW SILL (1)6" TSB 18ga. (60OT125-43), 33ksi 3 LSF-4.2 B BOTTOM CRIPPLES „ SAME SIZE AND SPACING B AS WALL STUDS 1 1 v, LSF-2.3 LSF-2.2 3STRL STEEL (BY OTHERS) -v @ UPPER LEVEL ,.� (2) 1/4"0, 1-3/4" EMBED HILTI KWIK-CON II+ FASTENERS TO _ 0 3`-8" MAX. CONCRETE @ EA. JAMB Revisions to ' OPENING FRAMING o v � WINDOW 5 v E OR n v c 0 0 SECTION A—A SECTION B—B SECTION C—C STRL STEEL (BY OTHERS) Li Project Information a� 75084 LAY SIN WINDOW SILL CoA: 8885 (2)6 CSJ 14ga. (60OS162-68), 50ksi JAX FEDERAL (3)6" TSB 18ga. (60OT125-43), 33ksi X I ALL CONTINUOUS. CREDIT UNION a I 5 LSF-4.2 q BOTTOM CRIPPLES 00 o SIM I 6 CSJ 18ga. (60OS162-43), LO ( 33ksi 0 16" O.C. .� q ATLANTIC BEACH, FL � a� 0 CL , Prepared for 0 � 12'-6" MAX. (1) 0.145"9�, HILTI X—EDNI P.A.F. TO WHEELER ENTERPRISES STRL STEEL ® EA. CRIPPLE STUD JACKSONVILLE, FL E1W Sheet Information N OPENING FRAMING 2 Lri WINDOW 2 �@U PPER�L VEL ELEVATIONS DATE: 03/21/07 O SCAM: N.T.S. O N DESIGNED BY: STW DRAWN BY: Tim SECTION A-A CHECKED/seal«i BY: awo/bwo v L F-3. 1 oCOPYRIOW DIETRICH DESIGN GROUP, W.('DDG'.AS AN UNPUBUSHED GENERAL NOTES: DRAWINGS�`�'� '"� DRAMANGS AND MATFRUILS CONTAIN NFtORMAIM AND DESIGNS WHICH ARE CONRDENIUL AND PROPRIETARY TO ON DDG OWNS ALL RIGHIS IN AND TO 1) SEE DETAIL 4/LSF-4.0 FOR GENERAL JAMB TM*X DRAWS AND MOMERMLs, N=DNG.BUr WT I a.TIED TO. ASSEMBLY INFORMATION. Co TRADE S AND OM*7t rno.LEMUAL PROPERTY RK*fm NO ONE MAY USE,COPY OR DISTRIBUTE ANY 2) ANY DIMENSIONS SHOWN ARE FOR PORTION of THESE THE EXPRESS OR SS MATERIALS wrn+our THE E>Q�ESS ENGINEERING PURPOSES ONLY. REFER TO WWFEN 00N5W OF MG CONTRACT DOCUMENTS FOR EXACT DIET"DESIGN GROUP ASSUMES No TION DIMENSIONS. OR IWAu�01AMONN SiCORRECr m Frr SYSTEM.THE USE OF ANY COIR FORMED STEEL PRODUCTS 1HAT ARE NOT 3) FOR TYP I CAL CRIPPLE CONNECTIONS ABOVE MANUFACTURED Br DIETRICH MEM FRMIING.NCORPM7ED IS STRICTLY AND BELOW OPENINGS REFER TO SECTIONS PROFBBITED AND MALL RESULT IN NULJJFICATION OF THE PROFESSIONAL (U.N.O.). ENdNEER*S SEAL AND ANY IMPLIED SUPPORT BY DIETRICH DESIGN GROUP. COMPLETE AND DETAILED EVA.UATION FOR PRODUCT SUITABRITY MUST BE ACCOMPLISHED BY OWNER'S ARCHITECT OR STRUCTURAL ENGINEER. LA DIETRICH DESIGN GROUP A Worthington Indushies Company 330 Greenwood Place McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 2 LSF-2.5 metalframin -Com (2) 0.145"0, HILTI X—EDNI P.A.F.(s) so p1m b q-W=to �"M TO STRL STEEL @ EA. JAMB 2 LSF-2.0 (3) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL @ EA. JAMB r 2 TOP CRIPPLES LS4.2 SAME SIZE AND SPACING B F— TOP CRIPPLES 3 AS WALL STUDS SAME SIZE AND SPACING 04 AS WALL STU DS r7 I B BOXED HEADER 00 (2)6" CSJ 18ga. (600S162-43), 33ksi LAY—IN HEADER 4 (2)6 TSB 18ga. (600T125-43), 33ksi 6" CSJ 162 Revisions � (1 18 a) g . {600S —43), 33ksi ALL UNPUNCHED & CONTINUOUS. 0 v (2)6 TSB 1890. (600T125-43), 33ksi LSF-4.2 C 11 v ALL CONTINUOUS. FULL HEIGHT JAMB STUDS L (3)6" CSJ 1890. (60OS162-43), 33ksi W/ v C (2)6" TSB 18g0. (60OT125-43), 33ksi FULL HEIGHT JAMB STUDS E (2)6" CSJ 18ga. (600S 162-43), 33ksi W/ (1)6 TSB 18ga. (600T125-43), 33ksi 0 5 LAY—IN WINDOW SILL •0A A A A _ (1)6" CSJ 1890. (600S162-43), 33ksi A A A A A LSF-4.2 B (2)6 TSB 18go. (600T125-43), 33ksi F' ALL CONTINUOUS. Project Information U i B 75084 BOTTOM CRIPPLES -Ov SAME SIZE AND SPACING CDA: 8885 � AS WALL STUDS JAX FEDERAL X CREDIT UNION 0 0 (2) 1/4"0, 1-3/4" EMBED HILTI (2) 1/4"'0, 1-3/4" EMBED HILTI j KWIK—CON II+ FASTENERS TO KWIK—CON II+ FASTENERS TO CONCRETE ® EA. JAMB CONCRETE EA. JAMB 3'-6" MAX. 10'-0'p MAX. ATLANTIC BEACH, FL 0 0 OPENING FRAMINGI Li Prepared for NG F�RAMING N WINDOW 3 WHEELER ENTERPRISES i TELLER WINDOW >' JACKSONVILLE, FL E OR OR N Sheet Information T`7 SECTION A—A SECTION B—B SECTION A—A SECTION B—B SECTION C—c ELEVATIONS I DATE: 03/21/07 0 SCALE: N DESIGNED BY: STW N DRAWN BY: Tim L CHECKED/sealed BY: BWO/bwo v LSF-3. 2 a OOPYRKW DORIC14 OEM GROUP. INC.('DDG-).AS AN UWMJ%M WORE(. ALL Roan . THESE 2 GENERAL NOTES: A71ON,O �;,M LSF-2.4 CONFIDENTX AND PROPRUARY 10 DDG. TO 1) SEE DETAIL 4/LSF-4.0 FOR GENERAL JAMB ONE DR ALL� AND THESE DRAWINGS AND MAIEPoALS. �► INCLUDING.BUr NOT UMM M. (3) 0.145 0, HILTI X—EDNI P.A.F. s ASSEMBLY INFORMATION. COPY10014r.TRADE SES AND OTHER NO TO STRL STEEL @ EA. JAMB ONE'""E MAY �oJECRM�OR o WTE ANY 2) ANY DIMENSIONS SHOWN ARE FOR �s wimH�ol:r�S°R ENGINEERING PURPOSES ONLY. REFER TO WRIM CONSxr OF MG. CONTRACT DOCUMENTS FOR EXACT INUFaCH DESIGN OR"ASSUMES NO DIMENSIONS. O �I �M SMEM.1HE USE OF ANY CM FORMED 3) FOR TYPICAL CRIPPLE CONNECTIONS ABOVE s'W''PROM=7HAT ARE NOT MANUFACTURED Br DIErRICH METAL FIRAMINGAND BELOW OPENINGS REFER TO SECTIONS . �IS s�cn.Y PROE1EEErtm AND WILL RESULT IN EnIUMCATION OF 114E PROFESSIONAL E MNEWS SE-AI.AND MY IMPUED (U.N.O.). � DE +MM WO P. MR PRODUCT SUMMUTY MUST BE ACCOMPUSHED BY OWNERS ARCHRDCr OR STRUMA&ENQNNEERR. FULL HEIGHT JAMB STUDS (3)6" CSJ 18ga. (600S162-43), 33ksi W/ (2)6" TSB 18ga. (600T125-43), 33ksi DIETRICH DESIGN GROUP A Worthington Indush Company 330 Greenwood Place A A q A McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 metalframing •Com (2) 1/4"0, 1-3/4" EMBED HILTI �pw i dq�.ire tk ydk,qhl KWIK—CON II+ FASTENERS TO CONCRETE @ EA. JAMB 2 1 LSF-2.6 LSF-2.7 (2) 0.145"0, HILTI X—EDNI P.A.F.(s) '�% s ~--- TO STRL STEEL @ EA. JAMB rn 16'-10" MAX. -° TOP CRIPPLES Pri SAME SIZE AND SPACING j� AS WALL STUDS �- OPENI�NG�F�R AMIN G0 - � WINDOW 4 Revisions WINDOW 2 @ LOWER LEVEL SIM. v 2 O j OR LSF-4.2 B v A E SECTION A—A Q (n B LAY—IN HEADER o (1)6" CSJ 18go. (600S162-43), 33ksi 0 • (2)6 TSB 18go. (600T125-43), 33ksi ALL CONTINUOUS. -v Project Information (D v 4 v COA: 8885 v JAX FEDERAL FULL HEIGHT JAMB STUDS X q q q q CREDIT UNION (2)6 CSJ 14ga. (60OS162-68), 50ksi W/ (1)6" TSB 18ga. (60OT125-43), 33ksi 0000 LO a� ATLANTIC BEACH, FL �° (2) 1/4 0, 1-3/4" EMBED HILTI L KWIK—CON il+ FASTENERS TO r` 0 CONCRETE @ EA. JAMB U Prepared for 0 3'-0" MAX. WHEELER ENTERPRISES }: JACKSONVILLE, FL 2 OPENING FRAMING sheet Information � DOOR 124 En ELEVATIONS rl- OR DATE: 03/21/07 O SCALE: N.T.S. O N DESIGNED BY: STW SECTION A—A SECTION B—B DRAWN BY: Tim N CHECKED/sealed BY: BWO/bwo v LSF-3. 3 ®COPYRIGFir DIETRICH DESIGN GROUP, INC. ('DDG7,AS AN UNPUBLISHED YYORK. ALL RIGHTS RESERVED. THESE GENERAL NOTES: IM ,,I N, MW;O,N,RE OONFIDENIIAL AND PROPRIETARY TO DDG. 70 1) SEE DETAIL 4/LSF-4.0 FOR GENERAL JAMB THEE DR ALL STs IN AND THESE AwINGs Aro MATERW.S. ASSEMBLY INFORMATION. INCLUDIK WT r M. OOPYTiIGFIT;TRADE SECRET' AND OTHER INIEII MAL PROPERTY RIGHTS. NO ONE MAY USE con OR DISIRIBUTH ANY 2) ANY DIMENSIONS SHOWN ARE FOR PORTION of THESE'ME E`;s OR SS W►TEItIALS YYrrnarr THE >� ENGINEERING PURPOSES ONLY. REFER TO WRIM CONSENT' OF M. CONTRACT DOCUMENTS FOR EXACT DIETRICH DESIGN GROUP ASSUMES NO DIMENSIONS. A sP TAIOMNIN SYSTEM.THE USE OF ANY COLD FORMED NOt 3) FOR TYPICAL CRIPPLE CONNECTIONS ABOVE s�PMIREI) THAT ARE ME T& BY aErRlal METAL FRAMING.INCORPORATED IS STRICTLY AND BELOW OPENINGS REFER TO SECTIONS NU0H1NTED AND M/11 RESULT SI NULLlT1CAT10N OF THE PROFESSIONAL � AND� 'ED (U.N.0.). �BY DIETRICH GROUP. COMPLETE AND DETAILED S LLIATION FOR PRODUCT'SUITABILITY MUST BE ACCOMPLISHED BY OWNERS ARCHITECT OR STRUCTURAL ENGINEER. LA DIETRICH DESIGN GROUP A Worthington IndusMes Company 330 Greenwood Place McDonough, GA 30253 Phone: 678.304.5525 Fax: 678.304.5556 1 =mstalfroming •com LSF-2.6 (4) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL ® EA. STUD 4 : TOP CRIPPLES LSF-4.2 C SAME SIZE AND SPACING 3 AS WALL STUDS -v I C � BOXED HEADER 00 o (2)6" CSJ 18ga. (60OS162-43), 33ksi III Revisions LO (2)6" TSB 18go. (600T125-43), 33ksi ALL UNPUNCHED & CONTINUOUS. c 0 a FULL HEIGHT JAMB STUDS Q o (3)6" CSJ 18ga. (600S162-43), 33ksi W/ (2)6" TSB 18ga. (600T125-43), 33ksi A A AT A A ° 'c WINDOW SILL D (1)6" TSB 18ga. (600T125-43), 33ksi 6 Li Project Information v LSF-4.2 B 75084 BOTTOM CRIPPLES CGA: 8885 a SAME SIZE AND SPACING B AS WALL STUDS JAX FEDERAL CREDIT UNION X v 0 3 1/4"0, 1-3 4" EMBED HILTI 'n KWIK ONII+ FASTENERS TO -� " CONCRETE ® EA. JAMB 6'-6MAX. ATLANTIC BEACH, FL V N O i I t` P EN T N G FRAMING III Prepared for o (D_QWHEELER ENTERPRISES 04 WINDOW 1 JACKSONVILLE, FL E OR fi Sheet Information sz M LO SECTION A—A SECTION B—B SECTION C—C ELEVATIONS I DATE: 03/21/07 SCALE: N.T.S. O 0 DESIGNED BY: STW CA DRAWN BY: Tim N CHECKED/soalsd BY: BWO bwo L v :2 1 LSF-3. 4 o COIfYRIW DIEIRM DESIGN GROUP, INC.('DOG',AS AN UNPUBLISM WOW ALL RIGHTS RESEtizvED. 'THIME DRAWINGS AND TIM RIALS CONTAIN INFORMATION AND DESIGNS WHICH ARE CONFIDENTIAL AND PROPRIETARY TO DDG. DDG OWNS ALL RIGHTS IN AND TO THESE DROINGS AND MATERIALS, INCLUDING.BUT NOT LIMITED TO. COPYRIGHT.TRADE SECRET AND 07HER INTELLECTUAL PROPERTY RIGHTS. NO ONE MAY USE,COPY OR DISTRIBUTE ANY PORTION OF THESE DRAWINGS OR MATERIALS WITHOUT THE EXPRESS WRITTEN CONSENT'OF DDG. / CRC WELD OPTION LI TRICHTNM FROM ASSUMES APPLIC No TYPICAL JAMB LIABIIJTY FROM INCORRECT APPLICATION AT STUDS LESS THAN 6" WIDE TYPICAL JAMB/ WHERE BRACING TERMINATES OR INSTALLATION OF THE sTm FRAMING "OFF MODULE" AT BUILD—UP JAMB OR POST, �DUCTS THAT�°OT MWED OFF MODULE STUD STUD EXTEND CHANNEL INTO PUNCH—OUT. Tm MSIR;n.Y AT STUDS 6" WIDEPROHIBITED AND VALL RESULT IN ATTACH W/ CONNECTOR PER TABLE 3 NULLIFICATION of THE PROFESSIONAL ENQHWMPUIM DIETRICH S545 WITH (2) #10-16 SCREWS TO USING (2) #10-16 SCREWS TO JAMB/POST SUPPM sDOWNMD ANYINGRO SUPPORT BY DIETRICN DESIGN GROUP. COMPLETE AND DETAILED EVAWATION FOR STUD AND (2) #10-16 SCREWS TO SPAZZER * AND (2) #10-16 SCREWS TO U—CHANNEL A� eY11Y MUST BE x , OR STRUCTURAL EtIdNEQt. � \ x CONNECTOR PER TABLE 1. "BUTTERFLY" CUT SPAZZER-5400 t FULL \ i ATTACH USING (4) #10-16 SCREWS. TYPICAL SPAZZER-5400 AND BEND LEGS 90°. USE 2 CHANNEL BRIDGING/SPACER BAR INSTALL ( ) \ CLIP ANGLE TO BE PLACED AT EACH STUD. #10-16 SCREWS IN EACH LEG TO STUD t FULL " PER INSTRUCTIONS x� \ (LEGS TO BE A MIN. 1-1/2" LONG). TABLE 1 Xx DIETRICH STUD WIDTH CONNECTOR DESIGN GROUP AT ALL 20ga. STUDS AND ALL. LOAD BEARING STUDS A Worthington Industries company 3-5/8" DIETRICH 0543/X543 4" DIETRICH U543 X543 �. 330 Greenwood Piece OR SPAZZER-5400 GUARD CRC PER TABLE 2 x W/(2) #10-16 SCREWS 6" DIETRICH 0545/X543 McDonough, GA 30253 LA Phone: 678.304.5525 "y Fax: 678.304.5556 TYPICAL SPAZZER-5400 SPLICE; USE (2) #10-16 SCREWS TABLE 2 OVERLAP 2" AND USE (2) #10-16 TYPICAL LATERAL BRACING SPLICE USE: SCREWS AS SHOWN. AT EACH STUD AS SHOWN (1) 12" LONG CRC INVERTED OVER STUD WIDTH CRC m-WM fie W -Com SPACING AS DESIGNED. CENTER OF SPLICE W/(3) #10-16 �e Am "�0�`' $° "NTHIS BRACING IS NOT SUITABLE FOR WALL STUDS DEEPER THAN 6" SCREWS ON EACH SIDE OF SPLICE 3-1/2" — 6" DIETRICH 150050-54 " EACH END OF LATERAL BRACING MUST BE RIGIDLY FIXED OR 2-1/2DIETRICH 075050-54 OTHERWISE PREVENTED FROM HORIZONTAL MOVEMENT. TABLE 3 STUD WIDTH CONNECTOR A -TradeReady SPAZZER — 5400B CRC LATERAL BRACING 3-5/8" DIETRICH 8543 4" DIETRICH 8543 C5 1 TYPICAL LATERAL BRACING 6" DIETRICH 8545 1 00 0 In Revisions v ,c y.- v A a 0 0 c O c Project Information L 75084 v COA: 8885 0 JAX FEDERAL X TYPICAL STUD JAMB STUDS ATTACHED W/ TRACK. CREDIT UNION TRACK PIECE SAME SIZE AND GAUGE ATTACH TRACK TO JAMB W/(1) AS TYPICAL STUD W/(4) #10-16 #10-16 SCREW 0 24" O.C. ON SCREWS TO STUD AS SHOWN INSTALL STUDS WITH EACH LEG, & (2) #10-16 SCREWS 00 SAME DIMENSION 10" " 0 \1 ( INTO WEBS 0 24 O.C. MIN.) FOR BRIDGING TYPICAL TRACK 11-11 ALIGNMENT (IF REQUIRED) � ATLANTIC BEACH, FL , CENTER TRACK PIECE ABOUT KNOCKOUT Prepared for 0 0 WHEELER ENTERPRISES N 8 (1) #10-16 SCREW / PER STUD FLANGE JACKSONVILLE, FL E d r M M Sheet Information r) L{i DETAILS DATE: 03/21/07 2 KNOCKOUT DETAIL STUD BASE DETAIL JAMB ASSEMBLY N.T.S. 3 4DESIGNED TYPICAL AT CONNECTIONS DRAWN BY: r m N CHECKED/sealed BY: BWO/bwo v LSF-4. 0 ®COPYRIGHT'[NErRICN OESM GRWP. INC (VDG7.AS AN UNPUBLISHED ® SIM: wORK. ALL RIC,M RESERVED. THESE DRAWINGS AND MATERIALS CONTAIN USE INFORMATION AND DESIGNS WNW ARE DIETRICH S685 WITH �,, s COMDENTIAL AND PROPRIETARY M DDG ° DDG OWNS ALL RIGMTS IN AND TO (4) #10-16 SCREWS TO STUD AND a ,NESE DRAWINGS AND MATERIALSINCLU . CONTINUOUS STRL (2) 0.145"0, HILTI X—EDNI P.A.F.(s) 3 ° coopfflD1 ff.wX SE"""flD-T No INIE=IUAL PROPERTY RIGHTS. NO STEEL BY OTHERS TO STRL STEEL ° a ,I ONE MAY USF.COPY OR DI MLrrE ANY ° 4 I PORTION OF 7HESE DRAWINGS OR WITTEN�cnNsar OFF DDGWITHOUr THE DO RESSe CONTINUOUS STRUCTURAL DEM04 DESIGN GROUP,MMES NO ° BEAM BY OTHERS LMS FROM INa APPLICATION ING s°RYSTO"Wi 7W U°FsOF ANY oOUD FARMED ° A STEEL PRODUCTS TFMT ARE NIT M*WACNRW BY DIEIRICN METAL DIETRICH S545 WITH FRAMING.INOORPORATED IS STRICTLY PROMOM AND MALL RESULT IN (2) #10-16 SCREWS TO STUD AND NwiIFxJ►TIDN OFTHE PROFEM&M DrGINEER'S SEAL AND ANY INPUED SUPPORT BY DIETRICH DESIGN GROUP. 2) 0.145"0, HILTI X—EDNI P.A.F.(s) COMPLETE AND DEMILM E,�TaN FOR TO STRL STEEL PROIXIff ACCOMPUSHED BY OWNEWS ARCH OR SIRUCIURAL ENGINEER. SUPPORT STUD. 6" CSJ 18ga. (600S 162-43), 33ksi MIN. PLACE SUPPORT STUD CENTER WITH FastClip. ATTACH TO WALL STUD W/ (4) #10-16 SCREWS ° ° k DIETRICH LA a k DIETRICH S685 WITHDESIGN GROUP• 3 10-16 SCREWS TO STUD AND • A A WorNnpton Induddes Comparry 0 2 0.145"0, HILTI X—EDNI P.A.F.(s) DIETRICH S685 WITH TO STRL STEEL (4) #10-16 SCREWS TO STUD AND 330 Greenwood Place (2) 0.145to0, HILTI X—EDNI P.A.F.(s) McDonough, GA 30253 TO STRL STEEL Phone: 678.304.5525 Fax: 678.304.5556 TYPICAL STUD metalfromin •Com at wee b do—wn to irift"M CONTINUOUS STRL. �n STEEL BY OTHERS TYPICAL KICKER f ° Of TYP I CALSTUD STUD ATTACHMENT STUD 3 � ATTACHMENT KICKERBEAM- 00 2 CONNECTION TO 0 L Li Revisions rn Qc ® SIM: v DIETRICH S545 WITH o Q e v (5) #10-16 SCREWS TO STUD AND c a +' (5) #10-16 SCREWS TO METAL DECK s 0 E .a co v Q o • e A •° °° TYPICAL TRACK W/(1) e #10-16 SCREW PER STUD STUCTURAL TUBE FLANGE Q Project information 0 (BY OTHERS) DIETRICH S545 WITH v (2) #10-16 SCREWS TO STUD AND 7584 (2) 0.145"0, HILTI X—EDNI P.A.F.(s) COA: 8885 TO STRL STEEL X JAX FEDERAL x CREDIT UNION po oTYPICAL TRACK W/(1) L0 #10-16 SCREW PER STUD NOT IO FLANGE USED USTUCTURAL I—BEAM o N ATLANTIC BEACH, FL ' (BY OTHERS) 0 s 0 3� e s Prepared for N WHEELER ENTERPRISES DIETRICH S543 WITH JACKSONVILLE, FL 3 #10-16 SCREWS TO STUD AND a M (2 0145of0, HILTI X—EDNI P.A.F.(s) STRL STEEL Sheet Information L6 DETAILS O DATE: 03/21/07 cV SCALE: N.T.S. STUDATTACHMENT DESIGNED BY: STW 4 CSTUD TO TRACK D ETAI L V �+ DRAWN BY: Tim v (� CHECKED/sealed BY: BWO/bwo LSF-4. 1 ®COPYRIGHT OIEiRICH DEMON GROUP, INC.("DDG-,AS AN UNPUBLISHED WORK. ALL RK MlS RESERVED. TNESE DRAWINGS AND MATERIALS CONTAIN INRAMATION AND DESIGNS WHKht ARE CONFIDENTIAL AND PROPRIETARY TO DDG. DDG OWNS ALL ROM IN AND TO THESE DRAWINGS AND MATERUlS. INCLUDING,BUT NOT LIMITED TO. COPYRIGW TRADE SECRET AND OTHER Rni DC u&PROPERTY RIGHTS. NO ONE MAY USE.COPY OR DISTRIBUTE ANY PORTION OF THESE DRAWINGS OR MATERIALS WRNOUr THE EXPRESS WRITTEN CONSENT OF DDG. DIETRICH DEMON GROUP ASSUMES NO D LIABILITY FROM INCORRECT APPLICATION ° o OR INSTALLATION OF THE STEEL FRAMING ° SYSTEM.THE USE OF ANY COLD FORMED o STEEL PRODUCTS THAT ARE NOT x ° MANUFACTURED BY D1EDTSILL TRACK SEE ELEVATION FWIGNOPOTFD 6 5RII Y a A" " IN MEMBER SIZE �OF THE PROFESSIONAL (2) DIETRICH S545 WITH EWOIMM'S SEAL AND ANY Igym SUPPORT BY DIET" DESIGN GROUP. (2) #10-16 SCREWS TO HEAD °0"'D'AND°��'""/710N FOR PRODUCT SUfI'ABILltY Must BE CRIPPLE STUDS A00OMPL1%=IN OWNERS ARCwnwr AND (2) #10-16 SCREWS JAMB STUDS SEE ELEVATION FOR . TO JAMB, (1) AT TOP & MEMBER SIZE & QUANTITY x TYPICAL BOTTOM OF HEAD JAMB ATTACH EACH TRACK / TO STUD USING: (2) x • #10-16 SCREWS � DIETRICH S545 WITH 24" O.C. LA (2) #10-16 SCREWS TO STUD AND k I DIETRICH " " DESIGN GROUP (2) 14 0, 1 EMBED HILTI/ / A WorihlngMn Industries Company KWIK—CON II+ FASTENERS TO CONCRETE ° � °, • 330 Greenwood Place (1) #10-16 SCREW ° • McDonough, GA 30253 TYP. EACH FLANGE ° DIETRICH S545 WITH Phone. 678.304.5525 CONCRETE SLAB (2) #10-16 SCREWS TO Fax: 678.304.5556 BY OTHERS TYPICAL TRACK W/(1) FULL HEIGHT JAMB STUDS SEE SILL AND (2) #10-16 k ELEVATION FOR MEMBER SIZE SCREWS TO JAMB #10-16 SCREW PER metalframin •CoM STUD FLANGE & QUANTITY TLee b dit.>slee ae WiK rgoTbli �d LAY—IN HEADER SEE ELEVATION FOR MEMBER a. e SIZE AND QUANTITY d C d LAY-IN HEADER CONNECTION SILL TRACK CONNECTIONZr� - 3 JAMB ATTACHMENT 3 -� 1 2 CV I 00 O Revisions LO r` 0 SIM.: CP USE 2 DIETRICH S545 WITH A6" TSB 18ga. (60OT125-43), 33ksi 0 ° TRACK PC. W/ (4) #10-16 (4) #10-16 SCREWS TO STUD AND 3 ° � SCREWS TO JAMB & (2) #10-16 (2) 0.145"0, HILTI X—EDNI P.A.F.(s) °° s TO STRL STEEL TUBE SCREWS TO EA. SIDE OF HEADER a a •`= LAY—IN SILL .n � SEE ELEVATION FOR 0 cn k HEADER ATTACHMENT MEMBER SIZE & QUANTITY SILL TRACK SEE ELEVATION FULL HEIGHT JAMB STUDS FOR MEMBER SIZE A 'E SEE ELEVATION FOR MEMBER SIZE & QUANTITY �= c s JAMB STUDS SEE ELEVATION FOR Project Information x MEMBER SIZE & QUANTITY k v ° ° (1) #10-16 SCREW TYP. EACH 75084 s FLANGE ° (2) DIETRICH S545 WITH CCA: 8885 CRIPPLE STUDSJAX FEDERAL (3) #10-16 SCREWS TO HEAD AND x �x LL (3) #10-16 SCREWS TO JAMB, (1) X AT TOP & BOTTOM OF HEAD CREDIT UNION -' ATTACH TOP & x � I BOTTOM TRACK o s ! ATTACH EACH TRACK �- USING: (2) #10-16 HEADER ATTACHMENT ° ° TO STUD USING: o s o SCREWS 0 24" O.C. x SEE DETAIL ABOVE (2) #10-16 SCREWS e s ° ® 24" O.C. ° (2) DIETRICH S545 WITH ° (2) #10-16 SCREWS TO ° DIETRICH S545 WITH ATLANTIC BEACH, FL x \ k SILL AND (2) #10-16 (3) #10-16 SCREWS TO x SCREWS TO JAMB, (1) AT CRIPPLE STUDS SILL AND (3) #10-16 (1) #10-16 SCREW TYP. TOP & BOTTOM OF SILL SCREWS TO JAMB � � Prepared for . 00 EACH FLANGE x WHEELER ENTERPRISES / FULL HEIGHT JAMB STUDS JACKSONVILLE, FL x SEE ELEVATION FOR MEMBER E SIZE & QUANTITY Li Sheet Information a r7 BOXED HEADER SEE DETAILS i ELEVATION FOR MEMBER SIZE & QUANTITY DATE: 03/21/07 SCALE: N.T.S. ON DESIGNED BY: MW BOXED HEADER CONNECTION LAY-IN SILL CONNECTION SILL TRACK CONNECTION °�"�" �� eWObwo T_ CA ( 4)i CNECIM/sealed BY. L LSF-4.2 ®OOPYRIOHT DIETRICH DESIGN GROUP, INC.CUM-),AS AN UPPUBLJSHm WORK. ALL RIGHTS RESERVED. THESE DRAWINGS AND MATERIALS CONTAIN INFORMATION AND DESIGNS WHICH ARE CONFIDENTIAL AND PROPRIETARY TO DDG. DDG OWNS ALL RIGHTS IN AND TO THESE DRAWINGS AND MATERIALS. INCLUDING,BUT NOT LIMITED TO. COPYRIGHT,TRADE SECRET AND OTHER CONTINUOUS STRL INTELLECTUALS PRONO ONE MAY USE,COPY OR D151PoBUTE ANY STEEL BY OTHERS PORTION OF THESE DRAWINGS OR MATERIALS WTIHOUT THE EXPRESS WRITTEN CONSENT OF DDG. DIETRICH DESIGN GROUP ASSUMES NO LIABILITY FROM INCORRECT APPLICATION OR INSTALLATION OF THE STEEL FRAMING F '�l SYSTEM.THE USE OF ANY COLD FORMED SKEET.PRODUCTS THAT ARE NOT MANUFACTURED BY DIETRICH METAL FRAMING,INCORPORATED IS STRICTLY FROMMITED WILL STUCTURAL STEEL STUCTURAL STEEL NLIWFICATIOASDN OF THE TH PROFESSIONAL �" SIONAL (BY OTHERS) (BY OTHERS) emm•s sDIE AND ANY IMPLIED SUPPORT BY DIETRICHDESIGN GROUP. COMPLETE AND DETAIM IbALUATION FOR PRODUCT'SUTTARLITY MUST BE ACCOMPLISHED BY OWNWS ARCHITECT OR StRUCTURAI ENGINEER. LA X . 4 ° DIETRICH DESIGN GROUP D I ETR I C H S685 WITH A WorHdngton lndustr%s Company (4) #10-16 SCREWS TO STUD AND (3) 0.145"0, HILTI X—EDNI P.A.F.(s) 330 Greenwood Place TO STRL STEEL McDonough, GA 30253 I" Phone: 678.304.5525 ,r . ° Fac: 678.304.5556 metalframin DIETRICH S543 WITH ° .° TYPICAL STUD •com (3) #10-16 SCREWS TO STUD AND DIETRICH S685 WITH 3s�i�ee b T�..lelHr�e�e>rTi��i (2) 0.145"0, HILTI X—EDNI P.A.F.(s) (3) #10-16 SCREWS TO STUD AND TO STRL STEEL (2) 0.145"0, HILTI X—EDNI P.A.F.(s) TO STRL STEEL f 6D STUD ATTACHMENT - 3 STUD ATTACHMENT- 2 STUD ATTACHMENT3 _ 1 00 0 LO Revisions rn c II 0 / CONTINUOUS STRL v STEEL BY OTHERS Q E v A c .0 a Project Information V _ 75084 II L COA: 8885 'L I' JAX FEDERAL ,° ° CREDIT UNION a ° i DIETRICH S543 WITH d' (2) #10-16 SCREWS TO STUD 0 AND (2) 0.145"0, HILTI X—EDNI j P.A.F.(s) TO STRL STEEL c (1 P.A.F. TO BE SHOT THROUGH a� CLIP AND TRACK LEG) ATLANTIC BEACH, FL 0 1 0 TYP I CAL STU D W Prepared for o WHEELER ENTERPRISES } JACKSONVILLE, FL E O_ M Sheet Information r7 Lri DETAILS DATE: 03/21/07 U SCALE: N DESIGNED BY: STW q. STUD ATTACHMENT DRAWN BY: Tim N CHECKED/sealed BY: BWO/bwo v LSF-4. 3