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587 Beach Ave 2013 New Home SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM form SPECIFICATIONS FOR WIND ANALYSIS nQ MPHVELOCITY bg U�z t Ba"d on i;WZL11dtk3rW piar FOC 20G,ASCE 7-'O� 3-s&;;ond wirid YLZI. 0 C= azE C..) o ;14 Job Nan1eWLj--*-41iun: ma4uiin Rukiidorica 0 CA E 2 Date: WZW20113 U UQ0 '3 8C 00"S Atlantir Beach: FL SIPS Team LSA Lot'SIcck: 0 R WINDLOAD DESIGN CRITERIA- PER ASCE 7-10 0 PW MWFRS NET DESIGN PRESSURES WiryJ DiradiDinjifty Fij(;LEx. K, ffabte 28.0-') Co. I C.85 Net design wall p.ms.sure 0-4 Topc�jmphir Fartor, K, (TAMP 2A.6-11? s) 11.on- Not WHLmAal lurce ari pipjadiad rwI ariaa 0.G0 pull 587 Beach Ave . Oust E Ired Faclor. G C,85 Net iiinlift forne r4i r.f-niwnted ron-amn -.4".L9 li-denvil P(e.ssme. CrWirimt, Cjrp(Tablp +L r.1p Vplority Piessme Expmure Greffident, K,,T,,,,_�q%4: New Residence Atlantic Beach , FL 32233 Veloco Pfosauro q= C-,3C2b6K-KaKjV- 43.9.3 paf ASD I.Vind Spnpd -11' mph for COMPONENT& C LADDINGWIND Cd9c,Distanoc PRESSURES -LRF Windows Door&-ASD Zone Gomral PIrcasures 0=haN OrWing fS") Vifind PfeRsjirP.R 21.' M 0-20 Anne rie Kirk -5-0.5 -41.6 1 uin 10FF-'6 .' -4(.4 LY9. -77.7 - C.) z 2 - 4 .'4 0 ZE F.7 -711.2 '14 CONSULTING u4io 2110 ENGINEERS INC. STIlItIXTIMAL&CAM ENOMM f—332 0 C) 3494 Meft Humt Road U 17-63.2 T8fth8Wi8e,,.FL 32312 —b - b3.8 RW- .297 0440�' 4,,: 4 :�— �To Max-* j2Z,97.016897 t�j 46 C-- Xm 0 a a CY Z.1 4 q.;') -F-4.7 4�A MAMMAS, P.E. 0 49M DRiAVVINL-; DEX 001 Notes 002 Lifting Guidelines 101 2nd Floor Wall Panel Locations 102 3rd Floor Wall Panel Locations Lou Pontigo & Associates, Inc. Consulting StruCtural,Engineers 0 NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 201 Elevations 13 REJECTED-SEE REMARKS El REVISE &RESUBMIT 202 Elevations Review is for the limited purpose of checking for conformance with the deS4n concept and the Information expiesseci In the of contract clocuments. No approval is implied for the accuracy 301 Roof Suppert Layout completeness o!detoils, quantities, dimensions, weights or gaupips,fatDrication processes,construction means of mellhocb, 302 Roof Plan View coofaination of the work with other tyades of consliuction safety precautions,all of which are the sole responstAN of the ENGINEERED FOR: crwitroctof.Ttle Contractor is responsl3le,for comensions to t* ed and correlated at the site. Review of a Specific item 401 Garage Wall/Roof Plan view cszfl#zt include a review of the entire asseml*of which the 402 Garage Elevations item is a component.Review of te-submission will cover only aesignatwl changes on the sibmittal and crther chdirges C14K* WIND LOAD Identified by the Controdor. 501 Section View By: POOM160i P.S. cate: 16.4- 502 Section View 140 MPH -vic-A -f�r atsl,�n 503 Section View 504 Section View C'm for'ytaA ce gee 50,0 505 Section View Team USA C-A511%e-e'r SNOW LOAD 506 Section View W aspn500,1�-H65 -R�f- Structural Insulated Panels for Residential and Commercial Buildings r 507 Section View 508 Section View 221 2nd Ramp, Bainbridge, Georgia 39817 Phone: (229) 246-8880 P.O. Box 7085 Bainbridge, Georgia 39818 www.sipsteamusa.com 601 Details WALL THICKNESS ROOF THICKNESS Aloft, 612 Details A1111L APW*� 8-1 /4 -1 /4"710-1 /4" bet Printed On : 25-usi-2013 PERM T SET ion 8 Not vor Construct* —Nnt E0,r Construction SIPS Team USATO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi;u, GENERAL NOTES: SYMBOL TRANSLATION: NOTES TO CONTRACTOR: CONSUI TING 1. All SIPS Panels are designed and constructed in accordance with IRC 2009 1. All wall panels are drawn as viewed from the outside. SIPS Team USA F Full-Route Foam is set back 1-5/8" ENGINEERS INC. WItUMPAL&CML 04MM16 Stamp is on outside face. 2F Double Full-Route Foam is set back 3-1/4" 3494 Maft HUM Road 2. Refer to wall layout drawings for wall panel size �TaWwsoft FL U312 2. All roof panels are drawn as viewed from outside. SIPS Team USA H Half-Route Foam is set back 3/4" PhOM-YAM'.29?.040 3. Refer to sheet roof layout drawings for roof panel size Stamp is on the outside face. wNert. Wire Chase Route F-ax 0 4. Refer to sheet ceiling layout drawings for ceiling panel size 3. Dashed lines designate inside panel edges that are hidden. HL = Half-Route Foam is set back 3/4"wNert. Wire Chase Route and one pcs. of 2x 5. Wall panel Splines are to be 2x SPF unless noted otherwise FL 4. All corner wall panels will be shipped with no vertical lumber installed dimensional lumber is installed (U.N.O.) . -04M on outer end panel to allow for any adjustments necessary to 5-1/2" ROUTE = Foam is cut out to accept header 6. Roof panel Splines are to be 2x SPF unless noted otherwise match foundation. 5-1/2" HEADER Foam is cut out to accept header and header 7. All wire chase heights are noted on wall panel layout sheets. 5. Some cutting and/or shimming of the panels may be required to provide for proper fit. Contact Panel Supplier or representative of Manufacturer is factory installed. 8. All rough openings to be lined with 2x lumber (TYP) prior to cutting if adjustment is more than 1 T= Foam is set back to accept 1 pc. of lumber Cr unless noted otherwise (U.N.O.) M (Lumber is factory installed with only one screw 0 6. All top liners of rough openings must be of continuous No2 SYP or LVL, (D m to allow for removal and must be field installed). 0 C4 9. All panels are drawn from the outside with panel numbers and extend past opening a minimum 1-1/2" on each side. facing outside of structure. (D > TT= Foam is set back to accept 2 pcs. of lumber < _J 7. Screw schedule for walls is one screw and 1 1/2"washer per running foot (lumber is factory installed with only one screw U_ 10. Dashed panel lines denote inside edges that are hidden. of wall &gable (TYP) unless noted otherwise. (See Detail) to allow for removal and must be field installed). rZ L_ Q fu -6 o6 11. These plans have been prepared to meet professional 8. Screw schedule for roof is one screw and 1 1/2"washer per running foot of SO= Single OSB Spline-Foam is set back 1/2"x1-3/4" CO A) standards and practices required for Panel Construction. CO 0 LO wall &gable (TYP) unless noted otherwise. (See Detail). just beneath OSB skin. (See detail for nail 4) pattern to install) Z 12. Site variations may require changes in the plans. 9. Install wall panels with both OSB faces fully bearing on plate or subfloor. 4) Check with the Manufacturer before modifying panels. E DO= Double OSB Spline-Foam is set back 1/2"xl-3/411 .2 Manufacturer is NOT responsible for modified panels that 10. Store panels on site on blocking and covered with protective tarp to prevent just beneath OSI3 skin. (See detail for nail pattern have NOT been approved by manufacturer before -0 moisture saturation. Keep Panels dry. to install) modifications. ID 2 2F2L= Two Full Route-Foam is set back 3-1/4" &2 pcs. 0- 11. After wiring is installed conctractor is to foam ends of all wire chases. 13. The details and specs. called for in these plans may be of 2x dimensional lumber is installed. changed due to builders preference, providing the NO.: REMSION: BY: changes meet local codes. 2F4L= Two Full Route-Foam is set back 3-1/4" &4 pcs. 1 10A ROOF HJB DISCLAIMER NOTES: of 2x dimensional lumber is installed. 14. Contractor assumes full responsibility for any field changes. 1. It is the responsibility of the owner and/or contractor to verify all building 4F4L= 4 Full Route-Foam is set back 6-1/4" &4 pcs. 15. All scale information shown is for reference purposes only. dimensions, heights and cut-outs. of 2x dimensional lumber is installed. Do not scale drawings. Follow dimensions only. 2. SIPS Team USA manufactures to the dimensions given to us by the owner FL Full Route-Foam is set back 1-5/8" & one pc of 2x 16. Roof Panel Splines Are To Be Nailed Top And Bottom w/8d Ring and/or contractor. dimensional lumber is installed. Shank Nails @ 6" O.C. Underside of Roof Panels Are To Be 5"coo E <W U5 - Nailed at Time of Installation. Warranty Void if Roof Panels are .= co 0 3� 3. SIPS Team USA assumes no responsibility for changes to building/foundation FMC= Full Route-Foam is set backl-5/8"w/additional 32 co 0 NOT Properly Installed. SIPS Team USA Expressly Disclaims that have not been reported to SIPS Team USA in writing and reapproved before chase to allow for head of J-bolt :3 W M "t U) Liability or Responsibility For Any Consequential Damages Caused manufacturing of SIPS panels. C4 :3 0' w By The Roof Panels Resulting From Improper Installation, Including -M E W,,W.Z' Z W WWWUJ F2L Full Route-Foam is set back 1-5/8"wNert. Wire Chase U_U_ Economic Loss, Loss Of Use Of The Panels, Or Any Other Costs Q (N (D LL 4. Site variations may require changes in plans and it is the responsibility of the Route & two pcs of 2x dimensional lumber is installed. 0) C4 1% Relating To Removal And Repair/Replace Of Roof Panels. E �_L, ,wwy owner and/or contractor to provide SIPS Team USA with the required changes E = US 0- 00- , at the time of design before manufacturing. LVL Structural Lumber-Foam set back to accept LVL g U0 17. Floor Joist Shall Be Installed Using Simpson Top Flange 0 Z ZZ, 'D V_ D 0 O!g W Joist Hangers. Hangers Shall Attach To Dbl. Lumber Top r_ 00 ow Plate Of SIPS Wall Panels. Approved Hangers Are 5. It is the responsibility of the owner and/or contractor to verify all local building NR = No Route- Flush cut no foam set back 00 0"o, codes prior to manufacturing SIPS panels and/or construction. w C� Simpson BA, LVB & ITT Hangers. = .Moo 0_Z,< 0) 0 Z.M um SFL High Wind Structural Splines-Foam set back and wo Warranty Void if Joist Hangers are NOT Properly Installed. "1 4) M W install Splines. O .M F->M�-J 0 - _,Z SIPS Team USA Expressly Disclaims Liability or Responsibility W 0 2) 0 Z>-:7C For Any Consequential Damages Resulting From Improper IM W _ 0 fx<M CIE E-LVL Foam set back and install LVL with glue and nails. WW>,W 0 Installation or Use of Non-approved Joist Hangers, Including co(D Z 0 CO 0 Economic Loss, Damage to Panels, Or Any Other Costs Relating 0 6 0 W25 T aw: 2R Full LVL Route- Foam set back 2" -0 0) To Removal And Repair/Replace Of SIPS Panels. **NOTE** r_ .S -a -WS ow-=Z,Zo M"r- VW)aw V5 ALL PANELS ARE DRAWN AS 4R 2 Full LVL Routes - Foam set back 4" 0>1 WZ wo R-VALUE/ENERGY INFORMATION opovw QqWW Z in 0 OZ 15 LO 00 Based on test results - VIE W ED FROM THE OUTSIDE -�Zo ro- is 00 (ro _ p �_Op:-�U< Whole Wall Rating' Label for Structural Panel: Steady-State Thermal Analysis. 900 SO Z X Z June 4, 1999 Oak Ridge National Laboratory. 2 :3 0 U0 :313M WE Ci D�W Also refer to Federal Trade Commission 16 CFR Part 460, labeling of home insulation. co Mow a: R-Value Comparison to fiberglass cm Panel Thickness: Actual R-Value: Performance Value:***' NOTE TO CONTRACTOR/INSTALLER ATTENTION: 4 1/2" R-1 7* R-25 AS YOU UNLOAD THE SIPS PANELS ON THE JOB SITE YOU 6 1/2" R-25* R-38 IF YOU NEED TO TRIM ARE REQUIRED TO PROTECT MATERIAL FROM 8 1/4" R-33* R-50 AND/OR ADJUST WEATHER AS FOLLOWS: 10 1/4" R-41 R-62 A PANEL MORE THAN 1 If Cn W 1. STACKS OF PANELS ARE TO BE STORED 3" OFF W R-values are currently based on fiberglass testing, which is done on dry air laboratories, 6 C4 OR HAVE ANY QUESTIONS, 1i which do not reflect the true conditions of a home. When tested by Oak Ridge National THE GROUND. (PLACE (2) 2X4 ON GROUND Laboratories, and 8x8 SIPS Box tested 15 x tighter than a stick framed box! Because PLEASE CALL THE FACTORY AS RUNNERS AND STACK PANELS ON THEM) a. 0 0 air-tightness and thermal mass are properties that are inherent with SIPS, they will out-perform their given R-Values in comparison to fiberglass. @ 229-246-8880 Z 2. COVER STACKS OF PANELS WITH PLASTIC SHEETS 0 All R-Values included inside and outside with covering plus infiltration barrier(House Rap) Z M OR TARPS. Performance values have been accepted by permitting agencies throughout C) 'e 6 the following state: NC, SC, FL, GA, TN, and MS. M C1 a .0 0 All R-Values meet or exceeds the standards as required by IECC 2006 FOR ANY ADDITIONAL INFORMATION PLEASE CALL Sheet Number 229-246-8880. Performance values apply to wall & roof packages 001 P9 41T SET Not For C=.trV,ctLQ1W SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi SIPS WALL/ROOF LIFTING --wan= FOAM SET BACK CONSULTING SEE NOTE 3 PROCEDURES ENGINEERS INC. WRIXnWAL'&,,CM' L kWOMf M A"l**Rded FIL 32;h2 o(w DOOR w1iii. WINDOW OPENING 2XSTRUCTURALLUMBER-/ OPENING (SHIPPED SEPARATELY) E' Tj4 START HERE SIPS WALL PANEL.----------- FRONT VIEW SWE VIEW ALL PANELS LAYOUTS WITHIN THIS SET ARE DRAWN AS VIEWED WALL HANGER PIN ROOF PIN. PLATE RETAINING PIN FROM THE OUTSIDE FIGURE 5 WALL LIFTING ASSEMBLY ROOF LIFTING ASSEMBLY cr (D 0 ASSEMBLY OF SIPS PANELS 04 0 C14 LIFTING r_ 4i Co 1. IT IS RECOMMENDED THAT SIPS WALL PANELS BE INSTALLED IN ORDER (D > POINT "a AS DETERMINED BY THE WALL PANEL LOCATION SHEET U. 100) od 2. IT IS RECOMMENDED THAT SIPS ROOF PANELS BE INSTALLED IN ORDER im AS DETERMINED BY THE ROOF PANEL LOCATION SHEET C4 TOP OF WALL co Lo cc (D 3. ALL CORNER WALL PANELS WILL BE SHIPPED WITH NO VERTICAL LUMBER Z INSTALLED ON OUTER END OF PANEL TO ALLOW FOR ANY ADJUSTMENTS 4) NECESSARY TO MATCH FOUNDATION (SEE FIGURE 5) LIFTING POINT NOTE: THE OUTSIDE OF EACH PANEL IS DESIGNATED WITH SIPS TEAM USA AND/OR QUALITY CONTROL STICKER NO.: REVISION: BY: STORAGE OF SIPS PANELS BOTTOM OF WALL TARP OR PLASTIC COVERING- -SIPS WALUROOF PANELS ------ --------------- �-7/------------------- oc) E < FIGURE 1 (SIPS WALL PANEL) FIGURE 2 (SIPS ROOF PANEL) a D U"oz,i� co 00 (b M v CA cm :3 20 1. LOCATE WALL LIFTING POINT AS SHOWN IN FIGURE 1 1. LOCATE ROOF LIFTING POINT AS SHOWN IN FIGURE 2 1= Uw,�'-ow Z'� U'w u'w LL ON' ZD 2. POSITION SIPS WALL HANGER OVER WALL PANEL ME 2. PRE-DRILL 7/8" dia HOLE (ON SITE) ------------ ----- E E ------- AS SHOWN IN FIGURE 3 E W It_WJ wo tt o r 00 Z z< LQ S2 WO�2 (2)2x RUNNERS__� 3. INSERT ROOF LIFTING PIN (SEE FIGURE 4) 0 3. WITH HAMMER, DRIVE WALL PIN THROUGH SIPS rz clo 0,00 3'max. Gmax. 3'max, w WALL HANGER/PANEL 4. ATTACH ROOF PLATE (SEE FIGURE 4) co Mo < NOTE TO CONTRACTOR/INSTALLER @ 4. ATTACH SIPS WALL HANGER TO APPROVED LIFTING 5. INSERT RETAINING PIN (SEE FIGURE 4) ) MM ou, Z' EQUIPMENT (SUPPLIED BY OTHERS) Z>-� AS YOU UNLOAD THE SIPS PANELS ON THE JOB SITE YOU 6. ATTACH SIPS ROOF HANGER TO APPROVED LIFTING _w-'o ARE REQUIRED TO PROTECT MATERIAL FROM WEATHER AS FOLLOWS: EQUIPMENT (SUPPLIED BY OTHERS) 2 4) 4i 0-Z' Lw" -0m aw E 1. ROOF/WALL PANELS ARE TO BE STORED 3" min. CL w 'a ABOVE GROUND. (PLACE (2) 2X4 ON GROUND ....................... 0 Z AS RUNNERS AND STACK PANELS ON THEM) 00_oj cju') �oz2_� E cco q 0 2. COVER ROOF/WALL PANELS WITH PLASTIC SHEETS ATTACH LIFTING a.=) X ;;0-05 0 <0 OR TARPS. EQUIPMENT HERE ATTACH LIFTING CL w Ix ts C'4 rn< EQUIPMENT HERE 0 'd yc cq FOR ANY ADDITIONAL INFORMATION PLEASE CALL cl) C.4 U) 229-246-8880. SIPS WALL HANGER ROOF LIFTING ROOF LIFTING PIN PIN 9 W w SAFETY HOOK USE 7/8"dia.DRILL BIT co i z To PRE-DRILL co F LIFTING PIN OF PANEL 0 LU __RO cl) SIPS IRITM SIPS 0 ROOF PANE SIPS WALL PANE C�j >' �g'7 19 D z L6 co 0 CNI I:d CL 0 0 ATTENTION: z PLATE LATE ENSURE LIFTING HOOK WALL PIN--�� 0 z LL IS EQUIPT WITH HEAVY DUTY "o �- — v 0 M I _j SAFETY LATCH TO PREVENT E 0 1 RETAINING RETAINING a. 0 a :f I'm PANEL LIFTING ASSEMBLY PIN IN Sheet Number: FROM SLIDING OUT OF HOOK FIGURE 3 FIGURE 4 DO NOT STAND UNDER PANELS nfo-mik crxiVi'll' SET 002 NOt For 'Construction. SIPS Team USA*PO Box 7085*13ainbridge GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM Imam En;M 5/8"ANCHOR BOLTS w C '�4 tn W/2"SQUARE WASHERS Lo) CONSULTING 7 IRA ENGINEERS INC. GN-G-- V �! . EfRLCNRAL&r.MlL ENGIMMM G, 57-10" t ALLOW 3/4" 1 0 3494 Maft H"Roo I'-G 112" 40-3 112" SPACING BETWEEN TObhassw FL 32312 ALL CORNER PLATES Phom: .2w.XwQ 22--4-- 14'-1 1 112" Fox 7.0697' 101 ww 4--5-- 22'-2" 2'-10 1/2" il 1/2"P.T.PLATE i &P. 08710 DBL.BOTTOM PLATE 0 9 P.E. 2--G" 6-3 1 4" 4 PLY 1-3/4"x 14"LVL a z E .*4 ...... J1,4 31-0"TYP. 11-0. G" B/501 B/501 TYP.ANCHOR BOLT SPACING co (1-1 DBL.CORNER PLATE DETAIL(PLAN VIEW) cv) cr (L (L 0 co C4 (1) c') I N 55 101,,) 3/4"=V-0" Q 04 2< < Q CY) 0 x I I I� 1. ;t 4 ;;UWJq SIPS WALL PANEL > Lu cl) 4 3/4"SPACING U. H. co C? STRUCTURALLUMBER 0. 5/8"ANCHOR BOLTS ca 0 a. U) m 'D 0 06 4) (o 4- 5�1! 3"ROUTE 3"ROUTE (D ............ .......... 2)2x BASE PLATES 00 7-0- 9 112" 6-1 1" Lo G. .-Ou 16-0 1 3'-,5 112" 25'-0 1/4" 3'-0 3/4" 1/2"P.T.PLATE Z 3'-3- 7;6 — - — - — - — - — - — - — - — - — Fb 0 9% ---------- 4 PLY 1-3/4"x 18"0 L GRADE % Zt a. a. REVISION: BY: A/503 >1 I A1503 END VIEW FOUNDATION BY OTHERS c x r2 DBL.PLATE DETAIL(END VIEW) 101 3/4 IL c1l 2< C) 4 PLY 1-3/4"x 12"LVL OD E < I —x G OD 0 L.0 Oz) Q0 19 1 u <3 - — - — - — +mm loomp :2 OD :!t *5 (b CL ca I. 'o 0. uwl.1 ucl lzn E (L (o Tl-5 Ul Lu,-J:5 5'-G 112" 10'-8 3/4" 1 (N W P�>.UO 6- 4) 04 oom cn 19'-3 1/4" E a 'u.,LH uo,L.:1 E US oil - �-=��-0.-lu_- 0 Z co C,0 Z<Ecicn r (n T 0�2 Lu oo co�-W,-E: Y- 00 0) OD �-w Y) 101 cr) - 0�;CL u- -j 00 7 a:z D r-D 'roll" c1r) 13 0 M -�-2 Z W�,Z< 4) CD 1 P-5 1/4" W _ 0 P A >.-Lu W W cl) -,o tm(g o-z(n m 0 F3 Z 'o uz,:5 U)lul�, 5 1/4 Ag -a U0,'ou=Z,oz (n V5 CL m .0 W> 3'-1 112" 14'-7 3/4" 1 LLJ 5-2 1/4" 1 lk" 22 wz m LOU 14'-1 1 3/4" 1 4'-G I c Q - �o - L 2 lu-<Lu > 13 m 0 0 JD 4- > m 0-0- Z,= Lo z!,2 :3 OD < UJI 0 co U) x zo-05; :3 o o 'o M a.w > - c ull a. 0 A/502 A1502 ts w :3 co Y'w x 1 04 1 x C*4 A 14'-7 112" 7 < Lu 12'-8 112" 1 1? F- Lu 7'-7 112" Lu X U) co 6-8 112" 12'-G 112" >- 0 >n co CL rp 9 co (L IL _j 9: ib 2: cl) V) 101 co) 0) a. iL jo G'-1( 112" 2--9" 2--&- 7'-,5110/211 4'-4 1/2" 0 -T— - v 1 0 I I I ki 4 4 [7,y j, 7771 5 1/4" + 4 PLY 1-3P 'x 12"LVL PERMIT SET N 2'-1 Of' 3'-33/4" ot For Construd N on C Lh 4 PLY 1-3/4" 18"LVL .1 N 8 1/4" — - — - — - — - — - 0. 4 lk 0 4--5-- 1 I'-G 314" 22'-3 1/4" 12--0-- 4--5-- 0 WALLLEGEND 0 �;l z ca I S'-3" I G'-10" 7-0" 0-5 112" 5'-1 112" SIPS WALL FANEL5 C) 2--0" 71-1 o,, 54-5-- VONDOW IN SIPS WALL 2 C) 04 IL 1 0 CD G4'-G" DOOR IN SIPS WALL Sheet'Numbe.r: BEAM OR HEADEP Lo L DOM SPOUT LOCATIONS n4 11 f P. 07 Ll 7-`* 7--1 lul 2nd FLOOR WALL PANEL LOCATION 101 L SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi eal: _ _ff 9v CONSULTING ENGINEERS INC. SYRUMUM&CXv%ENIMMM 3494 Mwdn HuMt Road T FIL 32312 I I'-G 1/2" 40-3 112" how .297.0440 P=Fax 297.01397 www. 00M L 31 L29 ' _7. �7 i77. nng. -------------------------7----------7---------------------- ------7----------7----r-- 8. 0 710 -------------------------------- -------------- ------------ --------- 7--------------- -- ! : I i --------------------- --------------------- I R.SARKkEYA*S�P.E. -------------- ------------ ------------ --------------------------------- PAL 0 49OW IV cv) cr 0 cv) c%4 04 > 3 3/4" 33'-0 3/4" 4'-1 1" IJ_ W 7E5 4 PLY 1-3/4"x 16"LVL BEAM 06 M (D - — - — - — - — - — - — - — - — - — - — - — - — - — a) t�_ DOOR LOCATION 0 00 Lf) cc /_WALKABLE ROOF DECK ZLO 2" 5--1 112 Z-2 1/2" .2 -------------- --------------- ----- --------- - - ----------------------------------- --------------------- ---------------------------------------------- ---------- ----------- --------- ---------- +__� ---------------------- -------- 4) NO.: REVISION: BY: U) ------------------------------------------------------- co E < 0 w <3 .lz ;5 0.0 10 -------------------- :9 C6 (d 0- cl ca W C14 ia �E a) w W co'w W 04 (1) X U-:5 (1) C'4 4� FZ;�>.LOL E & Ow w, E fw_ 0 oz<zgqo 11 cl, r S2 0 t�wo cc 00 CD 00 �:r 0 8 14'-,5" ce) 0 _j W CD LL — 0) 70:Z 2)v) ��woiq co �-Mz ZA (D — , , U Cl Ltm W _ 0 Er< "nL Ww>M_w,0 Z W ca 0 Z5 Z _Z5L (D ww )w =Z,0z (L M 15-C zwww) 3'-4" w i7_-<x 0 COL -0 Z.WX > M 0 w 00 ur) Lu C�, �7_-6 (S)0 x z o-a 5; < < L_ 0 :5<0 Lu 8'-1 112" 22--10 112" 10-9" wl, = rM Lwx ca _j ca - (j LF (L Z — < co X w A1502 < co U) C-4 C? BEAM CANTILEVER co zr.�— — — — — — — — — — — — — — — — — — — - — — — — — — — V1 x Lu N cn 4 PLY 1-3/4"x 11-1/4"LVL BEAM ABOVE X4 co J T cl) cl) cl)T c? cl) 9 cl) 0 a. (L jj co 4 0 7j') PERMIT SET c\j cq In c, a. d) 'Z NDOW -0. 0 :7 dion 1��SIPS WALL PANEL 1� Not For Constril ABOVE WI 1-4 0 4'-5" 1 P-G 3/4" 22'-3 1/4" 12' 4--Y WALLLEGEND 0 LL z 51PS WALL PANEIJ5 2 72 47-0 3/4" 5 1;4" -1 11. -----------q�,,, � 0 M I WINDOW IN 511`5 WALL cle) ca DOOR IN 511`5 WALL 2-C)" T-10" 54'-,5" co Sheet Number: BEAM OR HEADER DOM 5POUT LOCATION5 3rd FLOOR WALL PANEL LOCATION z 1 02 SIPS Team USATO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi TOP OF PARAPET TOP OF PARAPET 35'-0" 35-0' CONS C. ENGINEERS IN al"UC7URAL&CrVIL ENQmEERS v TOP OF PARAPET 32'-5 112" 3494 Mwfin Hurst RoW T"Oh"96e. FIL 32312 16-7 112' 12'-0 3/14" 12'-G" PhOnG:9M.297.0440 Fox .297.0697 12 1/4"SIPS ROOF PANEL P-E' TOP OF WALKABLE ROOF DECK 25'-4" N -------------------------- ----------- TOP OF LOWER PARAPET OIL 23--0- �' I I e 1 —�z — " I LEVEL THREE FINISHED FLOOR L 22'-8 1/4' w, c "k c\j 33 3-33 "'N Cr CY) cle) N 04 0 04 k TOP OF PLANTER (D 5'-G" > U- L M 7[5 06 LEVEL TWO FINISH FLOOR OIL LEVEL TWO FINISH FLOOR I- CD U) BOTTOM OF CANTILEVER BOTTOM OF CANTILEVER z OIL --------------------------------------------------A-4--------------------------------- -----------------------------------I ----------- i� .2 NO.: REVISION: BY: LEVEL ONE FINISH FLOOR INISH FLOOR OIL 0 LEVEL ONE F -------------- --- ------------------------------------------------------------------------------- ---------------------------------- -------------------------------------------- ----------------- AELEVATION l 0)ro E < -9 OD o U"oz 32 co ca :'LL :3 20 'a 04 E TLE2;j ldk TOP OF PARAPET TOP OF PARAPET E E w -w,ow aw . . ...... ... 2 Col 41 (9 W, IU21 U, 35'-0" N 35'-0' LL (D 4) >-LOL CL o LL 0 z<T "'n T 0�2 Lu oza5( cov, 00 0) OD w co .7 z U- (D 0 z N N 2) z g j < o 'g W> w w.0 o V 0)(9 2:z ca o z Y 'OL Z. ww ol ak c -5 (D 0) CL Z Z M a ...... P cc to LEVEL THREE FINISH FLOOR 'ps TOP OF LOWER PARAPET k LU W p 0 23-G U) 0. 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Lu E *55 w-j juicb- DBL.2x TOP PLATE GLUED 0 EL i-- LL &NAILED WITH 8d RINGSHANK 8-1/4"SIPS WALL PANEL 7 OZIM00 NAILS @ 3"O.C.STAGGERED Z<y 6cn V_ D T 0 t2 LU BOTH SIDES(TYPICAL) 00 wi� 0) 00 T- 00 cr) T i.-0� 1—0 LL 0 CL_j a co -a:z:1< z �<-2 z 4 PLY 24"LVL BEAM 0.w 2 to>.LL (D 4) 0 2) 6c0z>-< ,k<cal 6-1/2"SIPS WALL PANEL in - 0 (1) (1) co Uwl>w_w,0 0)(!) z c') :2 Z U_Z 0650 4) cm Z Z a .9 -5 F-c o- r 3:Lu W,0:' w M (9, cn CL M M Ft z UJ w w W a DBL.2x BASE PLATE GLUED DBL.2x BASE PLATE GLUED (D > &NAILED WITH 8d RINGSHANK &NAJLED WITH 8d RINGSHANK 16 — oaoz�_ M U.) z 0 NAILS C&-3"O.C.STAGGERED NAJLS @ 3"O.C.STAGGERED 75 — CD W�0 P BOTH SlDES(TYPICAL) BOTH SIDES(TYPICAL) co) < T cl P 0 P:5 S x Z0.05 <<0 5/8"ANCHOR BOLT&2"SQUARE 5/8"ANCHOR BOLT&2"SQUARE 0 M Jwjx WASHER W/4-1/2"min EXPOSED WASHER W/4-1/2"min EXPOSED a,,, C -a, ABOVE SLAB. ABOVE SLAB. fn LU co d :F,)w 5/8"ANCHOR BOLT&2"SQUARE WASHER W/4-1/2"min EXPOSED (14 1/2"P.T.SILL PLATE 1/2"P.T.SILL PLATE ABOVE SLAB. DBL.2x BASE PLATE GLUED &NAILED WITH 8d RINGSHANK 9 NALS(M 3"O.C.STAGGERED BOTH SIDES(TYPICAL) ji CONC.FOUNDATION CONC.FOUNDATION 1/2"P.T.SILL PLATE CO BY OTHERS BY OTHERS ce) 4) C) ----------------- ---------------------------------- -------- ---- -- a .0 CONC.FOUNDATION El BY OTHERS IL cf) WA WALL SECTION a DINNING/LIVING ROOM rc LL SECTION 0 GARAGE DOOR WALL SECTION 0 BEDROOMS 0 z to 0 p t co SCALE: 1/2" V-01, �O5 SCALE: 1/2" l'-O" �O5 SCALE:1/2" V-0" C) a. 8 a U) Sheet Number: PERMIT SET Not For Construction 505 SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engineer Seal: CONSULTING ENGINEERS INC. WRIXTURAL&CIVIL ENGINEERS 3404 Martin Hurst Road Tafthassee, FL 32312 Phone: 80.297.0440 Fox RM bQ7.0697 13. #8710 0= P.E. 4 ,/ Cr CV) 0 0 (N 2 C14 12"SIPS SCREW&1-1/2"WASHER cv) @ 4"O.C.w/3"min.PENETRATION—\ > INTO DBL.2x TOP PLATE B-1/4 SIPS ROOF PANEL 0 06 C13 (D CO U") F, pcc Z M ---------- - E 0 tv DBL.2x4 TOP PLATES -0 12"O.C.VERTICALY w/3"min. 12"SIPS SCREW&1-1/2"WASHER t5 --- --------- 12"SIPS SCREW&1-1/2"WASHER 12"O.C.VERTICALY w/3"min. PINETRATION INTO 2x LUMBEA-------* . . . . . . .4) NETRATION INTO 2x LUMBER -5, NO.: REVISION: BY: -1/4 SIPS WALL PANEL 8-1/4 SIPS WALL PANEL---- SGL.2x4 SPLINE (6)2x4 STUD PACK—,,, 3)2x4 STUD PACK U) rD E < 00 0 U,,UZ CO 15:5 ca 11 (6)2X4 STUD PACK 04 =1 2 Lo j E w- L.L Z 5 M (0 U, U C"' r U,T, 6) 04 .2 �-;�,ot 2L 0, E E = 15 2,1 U- 5/8"x 12"ANCHOR 0 O:i Fp 0 z<y BOLT @ 20"O.C. W S2 0 12 (TOTAL OF 8 min.) r �;�_w T OD OD (2)SIMPSON STHD14 y;;-,0 8 . . . . . . U.C��;'CQ M 00 7 0-z EA.EN &SIMPSON STHD14 DBL.2x4 BAS 01 0,��vu,-,j E PLATES E ce) ND 0 .w Z 10) <z>, --- -- ----------- ----------- ----jr ------ ---- ------------ ---- --- ------------ ------------ ------- ---- C43 '0 S:z0)M0 1/2"P.T.PLATE--____�vp z L L L L L 6) 0 65 S2 Uw, 0) U',=Z),Z, w w = COMCRETE BY OTHERS—: 3-,0 0- a- M -0 z LU U, .- >w w <w C I 101 Z.Um, co 00 Uj§!z CD 09,-i 0 0 F=5 6 U) w 0,0 x ZQ-05: A� SECTION VIEW 0 LAUNDRY ROOM SHEAR WALL 0 5 0 :3 r M a.LU, WIL w 506 v- a: f- CO cm Cn 9 Cn 00 0 0 z R PERMIT SET 2 12 8 1 M a. 0 a 3� w Not For Construction Sheet Number: 506 SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Seal: ULTING Eng CE in"'se4 ngineer C 0 ON8UL NGINEERS INC. L III,CML ENGINEERIII rtl Marthn Hurst RmW Mw hasw*, FIL 32312 850�2".0440 Fax W.29id&7 ww F.barkl"ong(n".com B.P.E. 10 DOLK 61441113 16"SIPS SCREW&1-1/2"WASHER @ 4"O.C.w/3"min.PENETRATIO C INTO DBL.2x TOP PLATE .5 12-1/4 SIPS ROOF PANEL cr c') 0 CNN cv) ,aw U7- a) M =5 06 J: I X: :T:FF F 11, :T:FF w in 4) a) r,"" L N_\ E 00 L) cu z .2 12"SIPS SCREW&1-1/2"WASHER PI12"O.C.VERTICALY w/3"min. . . . . . . . NETRATION INTO 2x LUMBEV—_---, R0 10- a. B-1/4 SIPS WALL PANEL NO.: REVISION: BY: SGL.2x4 SPLINE U) 'K, Co" E < (6)2X4 STUD PACK co 0 W,'z 3� 2X4 STUD PACK R t,_:55 U) a. E u.1�,-aw Oz Im w-ww U_ c, ou cL 5/8"x 12"ANCHOR BOLT 5 (L a- @ 24"O.C. L 0 zo z E2 q 0 -0 , -T ox�-,wo (2)SIMPSON STHD14 2 SIMPSON STHD14 Go EA END END 0) 00 DBL.2x4 BASE PLATES 0 Cc) cd) 0 0- U. 00 -7a:Z:16 10.3 k QD ZO W'w 1/2"P.T.PLATE L 11: UP OR DOWN :2 0 K-, U) 4) 2 co>.LL Z (D (9 (OZ>-R _ 0 it<Im *- 4) ww w w J— L 0 q-z m 0 CONCRETE BY OTHERS----t[-------)0� 4) '0' aw� ,,a.,zz c L W )0 0- mm ID W' w X"y wo > w 00 — in Z�- '5 OUR Tw_!5 0z or---i U) i-OP 6 Ln QL:L,>0 A SECTION VIEW 0 MICHANICAL ROOM SHEAR WALL -M x ZE05; 0 <�<o 5 ,0M a!wcr L 507 P_-a. ts — <LLJ cn a: (1) C-4 Ob cf) a) c) c� 0) 0 C'4 co 0 z 2 D La 0 cl) PERMIT SET Sheet Number: Not For Constructi on 507 SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM 10d BOX NAILS(min) @ 4"O.C. E r Seal. 3/4"T&G PLYWOOD FLOOR or CONSULTING + RUSSBEYOND ENGINEERS INC. —t-4-4-4-- ----------- RAL&CIVIL ENGINEERS 7 3494 Martin Hurst Road T��Itwj FL 32312 12"SIPS SCREW&1-1/2"WASHER '147.0440 12"O.C.VERTICALY w/3" min. ax 8w/297-On? NETRATION INTO 2x LUMBER (n",cm AW110 P4r SeUal-LT... C. MIS K 1/4 SIPS WALL PANEL - P, -777 r -1/2"SIPS SHEAR WALL c') 0 (4)2X4 STUD PACK-----,,.., 04 2X4 STUD PACK CN M > LL 7-41/41- 0 tv 00 16- Lc) co SIMPSON STHD14 W EA. SIMPSON STHD14 END'\",�j z EA.END 0 (D 1 7 5/8"x 12"ANCHOR BOLT 5/8"x 12"ANCHOR BOLT IBED----, min.EMBED -0 w/6"min.Eh E < DBL.2x4 BASE PLATES .. . --- --------------------- 1/2"P.T.PLATE - ----- ------------------------�*-:- NO.: REVISION: BY: '*-----------CONCRETE BY OTHERS u 12"SIPS SCREW&1-1/2"WASHER A SECTION VIEW 2nd FLOOR BATHROOM SHEAR WALL 8"O.C.w/3"min.PENETRATION INTO DBL.2x TOP PLATE 508 1/4"SIPS ROOF PANEL < w Goo I 'z OD 0 OD 0 cb w CL It (0 L�-j A = 210 --------------; --------- ---- E Lu,-aw 20 Z3 CD M 4 PLY 1-3/4"x 11 1/4" Q C4 LZU US lull twl v cl LVL B E u@ 0 E -c 'Fa w (4)2X4 STUD PACK q a. - ,-,W, 0�:as 01 ___---(4)2X4 STUD PACK z<T (4�SIMPSON HTS20 TWIS TRAPS EA @ SU Ln Ln o�2 w PPORTT--'�'� r 00 8-1/4"SIPS WAL ca) co wo S2 10 cc) e) — I LL (j)CL CD 7a:z - 0) 02 LOW 2)CW) 4'-2 112" 4) (9 LO) 1,0>z>U-- 1/4"SIPS WALL - 0 < 12 4�-2 112" W d) cn ww> LH 0 CL "o tm(!) -zcocoo cf)3 Z -0 4-1/2"SIPS SHEAR WALL— c -6 ,0,U',=Z)Z, 3 co 00,U0,F) a. im Z - a M>-LZU=,:w<-LOU 70 Ctl > In -0 0-Z.LZU 0 U" LU z 0 00 OP 0 r-:5 2 a r- �Q 0,-IS 0 x z'Lo> 0 15<0 8-SIPS SCREW& r M iL w x 1-1/2"WASHER 0 8"O.C. a, �<- 14-—w/3"min.PENETRATION 2 CD 6 To I : - 4- T- a: INTO DBL.2x TOP PLATE cl) C%4 W § cl) j'I -b Q) cr) 9 5, > T-- kc, 0 Ll CL S� 4 SIMPSON HTS20 TWIST PLY 1-3/4"x 11-1/4" RAPS EA.END OF BEAM LVL BEAM 0 z A 2 M B SECTION VIEW a 3rd FLOOR BEDROOM SHEAR WALL a- a a 01 Sheet Number 508 MC:DKAIT QET Not For Constru on 508 SIPS Team USATO Box 7085*Bainbridge GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM Engi 4 PLY 11-1/4"LVL BEAM @ 4--0"O.C.(TYP) CONSULTING 12-1/4"SIPS ROOF PANEL SIPS WALL PANE ENGINEERS INC. L ""TURAL&CNIL ENGINEM GYPSUM WALL BOARD 4 PLY HEADER (BY OTHERS) 3494 M8rhn Hurst Road DBL.2x TOP PLATE FACTORY INSTALLED 4, Tafthesw, F GLUED&NAJLED w/8d FACTORY INSTALLED 3--i5" L 32312 phwe 850 RINGSHANK NAJLS ELECTRICAL CHASE 'Fax STD 110/220 97.Oe97 @ 3"O.C.STAGGARED www. SWITCH/OUTLET a lo 7 SIPS WALL PANEL DOOR ELECTRICAL BOX X TOP PLATE TO BE SURFACE MOUNTED FIELD NOTCHED To,�l 0 P RECEIVE LVL BAEM %% PENING DBL2xLUMBER SWITCH/OUTLET d AV ------ GLUED&NAILED w/8 RINGSHANK NAILS @ 8-1/4"SIPS WALL PANEL 3"O.C.STAGGARED FACTORY INSTALLED ELECTRICAL CHASE STD 110/220 BOX AND WITHIN ELECTR C 4 PLY 2x LUMBER SEAL CAVITY AROUND (FACTORY INSTAL DBL 2X BASE PLATES LED) I GLUED&NAILED W/8d FIELD INSTALLED CHASE WITH EXPANDABLE X cr FOAM SEALANT cv) 0 cl) RINGSHANK NAILS @ 3"O.C.STAGGARED 04 0 04 LOW VOLTAGE--' Qj (y) yk 0 > < LL a 0 WALL SECTION 06 SCALE:3/4" V-0" HEADER SUPPORT DETAIL SCALE:3/4" V-0" K3'� WALL SECTION ELECTRICAL SCALE:3/4" V-0" CD ll!Lo cu Z a �o UTILITY PENETRATION----___________,,,, E NOTE TO CONTRACTOR: FLASHIN E ALL CORNER WALL PANELS WILL BE SHIPPED a. WITH NO VERTICAL LUMBER INSTALLED ON OUTER END OF PANEL TO ALLOW FOR ANY ADJUSTMENTS NECESSARY TO MATCH FOUNDATION FILL VOI WITH___ NO.: REVISION: BY: EXPANDABLE 8-1/4"SIPS WALL PANEL SPRAY FOAM 2X LUMBER(FEILD INSTALLED) SIPS ROOF PANEL GLUED WITH"GREEN"SERIES HIGH PERFORMANCE ADHESIVE— &NAILED WITH 8d RINGSHANK (4)2X LUMBE NAILS @ 6"O.C.BOTH SIDES APPROVED SIPS SCREWS USE"GREEN"SERIES @ 12"O.C.VERTICALLY(TYP HIGH PERFORMANCE ADHESIVE 1"min ON ALL WOOD-TO-WOOD CONNECTIONS Im ro E USE"GREEN"SERIES HIGH LU PERFORMANCE ADHESIVE Sao 0 z '000 0 2x STRUCTURAL AND SEALANT(SUPPLIED)AT ALL (6 6 LUMBER(TYP) NOTE: WOOD TO WOOD CONNECTIONS 1. RECESSED LIGHT ARE M L -j A :3 M'o NOT ALLOWED IN PANELS. E ww I,-ow 2:j 12" max FASTEN SPLINES 0 8 1/4"SIPS WALL PANE L- Uwl IUU WITH 8d RINGSHANK NAILS 2. PROTECT EPS CORE FROM 4) cq >- 0- WITHOUT BLOCKING TEMPERATURES OF 160 deg F OR E ruL QocO co @ 3"O.C.STAGGARED(TYP) ABOVE. USE ZERO CLEARANCE E Z 1w,-u,'uo, INSULATION MATERIAL DESIGNED o [L - —=��- b z as c-,ou- FOR HIGH TEMPS AS REQ-D. 0 Z<y 'n cn o 'Lou 00 w af Moo 1— 00 cv) v- �- �-5 U.0�-,0--, w Go —,:z�< 0) co ( 4 WALL CORNER CONNECTION DERTAIL SCALE:3/4" V-0" WALL SPLINE DETAIL BEAM LOCATIONS SCALE:3/4" V-0" TIONS (FOR REFERENCE ONLY) NOTTOSCALE co IV — ROOF PENETRA 0 -w 2 to cc z �601 0 0 (LM 6wz>-< �601 - 0 <w Im- L- 0) 4) co LIU o '60 M(D 2-Z,)CQO co Z5 z I�- U-Z.�Lo W 0 Uj w -0 ozz 8-1/4"SIPS WALL PANEL 0 rh co CL M .0 Z2 z UJ:Lwu Ly -0 —S APPROVED SIPS SCREW -a w 6:5 1< FROM OUTSIDE @ 12"O.C. 16d NAJLS @ NOTES: co DBL.2x BASE PLATE GLUED o=i IL di U) U z &NAILED WITH 8d RINGSHANK 8"O.C.STAGGERED I. FACTORY PROVIDED ELECTRICAL 0 — z 0 NAILS @ 3"O.C.STAGGERED Go T o p CHASES ARE STANDARD 12", 19"&44"O.F.F. url .T p �-or-56 BOTH SIDES(TYPICAL) SIPS WALL PANEL UNLESS PRIOR ARRANGEMENTS HAVE r- D Ef Ll)0 BEEN MADE WITH SIPS TEAM USA to X zo-05 :3 o 8<0 STANDARD INTERIOR 2. PANEL INSTALLER SHOULD FIELD DRILL CJ3 Lwm AND MARK EVERY ELECTRICAL CHASE. o�0- WALL FRAMING w 5/8"ANCHOR BOLT&2"SQUARE 3. FOLLOW LOCAL CODE REQUIREMENTS 6 L�- z to w WASHER W/4-1/2"min EXPOSED FOR ELECTRICAL INSTALLATION a: ABOVE SLAB. VERTICAL SPLINE Cl) 04 4. ALL PENETRATIONS ARE REQUIRED TO BE FOAMED IN PLACE AFTER ROUGH IN VERTICAL WIRE CHASE ELECTRICAL IS COMPLETE. @ EACH WALL SPLINE 1/2"P.T.SILL PLATE EACH SIDE(FACTORY w FIELD DRILLED INSTALLED) TOP PLATES 9 J1 CONC.FOUNDATION SIPS WALL PANE ob cf) BY OTHERS P&, wl cl) SIPS WALL PANEL U) HORIZONTAL ELECTRICAL M CHASE(FACTORY INSTALLED) V N STANDARD INTERIOR WALL FRAMING (BY OTHERS) FIELD DRILLED BOTTOM PLATES 0 z Al Lo C) FOUNDATION CONNECTION DETAIL 0 Lo IN 0 0 ± SCALE:3/4" V-0" r8 TERIOR WALL CONNECTION DETAIL NOT TO SCALE r9 STANDARD ELECTRICAL CHASES NOT TO SCALE Sheet Number PERMIT SET 601 ot Por Cnnatr- -ANAlft %10%01 9%?Ll U%oLl VA v SIPS Team USA*PO Box 7085*Bainbridge GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM EnginfrOM: OUTER OSB SKIN FASTEN w/8d RINGSHANK j7ALr&&r OSB SKIN NAILS @ 6"O.C. CONSULTING ENGINEERS INC. 2x COMMON FRAME DOWN SPOUT 2x8 TOP PLATE NAILED BY OTHERS ATTACH PER MANUFACTURER w/2 10d NAILS @ EACH STUD STRUCTURAL&CfW ENGNEERS SPECIFICATIONS INNER OSB SKIN 3494 Marfin Hurst Road SCUPPER FASTEN w/8d RINGSHANK NAILS @ 6"O.C. Tafthassee, FL .32312 Phone: 86t�21QT0440 12"SIPS SCREW&1-1/2" ROUTE TO RCV Fox SW497.0697 WASHER @ 12"O.C.w/3"min. DOWN SPOUT 2x4 STUD PENETRATION INTO luou DBL.TOP PLATE ILPLSW87110 2x4 BOTTOM PLATE NAILED 8-1/4"SIPS WALL PANE w/2 1 Od NAILS @ EACH STUD &1 1 Od NAILQ 3"O.C. 8-1/4"SIPS ROOF PANEL STAGGARED TO SIPS BARP%gY, PS ROOF PANEL E.#490901' FACTORY INSTALLED 2x LUMBER GLUED AND NAILED w/8d (4)2x LUMBER SPLINE 8-1/4"SIPS ROOF PANEL RINGSHANK NAILS @ 6"O.C. Clt p, DBL 2x TOP PLATE USE"GREEN"SERIES DBL.2x TOP PLATE GLUED &NAJLED WITH 8d RINGSHANK HIGH PERFORMANCE ADHESIVE 2x4 BOTTOM PLATE NAJLED NAJLS Q 3"O.C.STAGGERED ON ALL WOOD-TO-WOOD w/2 10d NAILS @ EACH STUD I CONNECTIONS &1 1 Od NAIL@ 3"O.C. BOTH SIDES(TYPICAL) STAGGERED TO DBL TOP PLATE CV) CV) 8-1/4"SIPS WALL PANE 8-1/4"SIPS WALL PANE FASTEN SPLINES C CV) INTERNAL GUTTER SY M WITH 8d RINGSHANK NAILS > @ 3"O.C.STAGGERED(Ti INTERNAL GUTTER SYSTE -0 < -J = LL 0 0 06 in rl_,� SECTION PARAPET SCALE:3/4" l'i DOWN SPOUT DETAIL SCALE:3/4" l'i PARAPET COMMON FRAME DETAIL SCALE:3/4" l'-i 00 140 co z SGL.2x LUMBER SPLINE .2 GLUED AND NAILED w/8d RINGSHANK NAILS @ SGL 2x TOP PLATE 3"O.C.STAGGERED GLUED&NAILED w/8d RINGSHANK NAILS @ 6"O.C. 11"SIPS SCREW&1-1/2"WASHER 8-1/4"SIPS WALL PANEL 6a)6"O.C.STAGGERED w/3"min. PENETRATION INTO LVL BEAM SIPS ROOF PANEL NO.: REVISION: BY: THICKNESS VARIES 6"OC, 12-1/4"SIPS ROOF PANEL_�.. Ln 8-1/4"SIPS ROOF PANEL 3 PLY 1-3/4"x 11-1/4"LVL BEAM 4 PLY 1-3/4"x 11-1/4"LVL BEAM 12"W 11"SIPS SCREW w/1-1/2"WASHER ft 12"O.C.STAGGERED w/2"mi n PENETRATION INTO 2x LUMBER SIMPSON HGUS5.50/12 < FACE MOUNT HANGER. SIMPSON HGUS7.25112 ATTACH PER MANUFACTURES FACE MOUNT HANGER. SPECIFICATIONS 'Al ATTACH PER MANUFACTURES SPECIFICATIONS (A DBL.2x LUMBER GLUED& C) NAILED w/8d RINGSHANK NAILS 65 E w 0 U.,Oz @ 3"O.C.STAGGERED 00 0 4 PLY 1-3/4"x 18"LVL BEAM---------- In q U) 2,0L Uj C-4 EW,.-ow 0 w. 22� 8-1/4"SIPS WALL PANE' 0, 10 WOWL Tw:5 04 a) (14 Z P�>_UO 0- 4 PLY 1-3/4"x 24"LVL BEAM "i cL C,0, , E wwawy E Z kx,-j .w w 0 (L L-.u. JLALl 0 0 z co C),0 r.- z<y 6(n CD Rx- 0) OD li-x 00 0)�-a 0�;0-_j j w 00 :D< a:z C 626wwow 00 zgmz-j 0 Cc -Z BEAM CONNECTION DETAIL THIRD FLOOR ROOF W)ii-LL �4 CONNECTION DETAIL ROOF SCALE:3/4" l'-i r5i`iiiiiiiiii� TYP ROOF TO WALL PARAPET CONNECTION DETAIL SCALE:3/4" l'i SCALE:3/4" Vi 'k�'F- �602 _ 0 w->. W 0 _w,'0" IM0 z tn M 0 13 L0 a Z I F- w 1--Q,zz LU W a. in -a 0120wwOw >,wM,<w0 0 8-1/4"SIPS WALL PANE > M 0- 10-WT 00 zi.- Ou R z 2x LUMBER 0 R--i 2x TOP PLATE TO SPAN is Por-i 2x BOTTOM PLATES 2 C3 CROSS PANEL JOINT 4, 11- WE US 0 RUED WITH"GREEN"SERIES Tmin.NAILED 0 "0 U) x ZO-05; HIGH PERFORMANCE ADHESIVE 51 8 1/4"SIPS ROOF PANE =1 0 -�<o 6'O.C.AND GLGET5 "i M w-x L &NAILED 3"O.C.STAGGERED Wf'GREEN"SERIES t5 — co<w BOTH SIDES HIGH PERFORMANCE y'n 6 ADHESIVE 7"SIPS SCREW WITH 1-1/2" U) 474 clii� ROUND WASHER @ 24"O.C. WITH 3"min.PENATRATION 3"ROUTE INTO DBL.TOP PLATE FASTEN SPLINES WITH 2x STRUCTURAL LUMBER ROUTE TO RCV HEADER n. 8d RINGSHANK NAILS 3/4"SUB-FLOOR @ 3"O.C.STAGGERED(TYPI) 9 SIPS HEADER PANEL----t� 2x TOP PLATES GLUED 100 WITH"GREEN"SERIES 2x STRUCTURAL LUMBER HIGH PERFORMANCE ADHESIVE AND NAILED 3"O.C.STAGGERED BOTH SIDES SIPS WALL PANEL Cl) U) HEAD C) ER GLUED WITH USE"GREEN"SERIES SIMPSON LBV SERIES HIGH PERFORMANCE ADHESIVE OSI"GREEN"SERIES (Ti EACH SIDE (OR EQUIVALENT)TOP Ali- HIGH PERFORMANCE MOUNT HANGER ADHESIVE&NAILED 3"O.C.BOTH SIDES IL FLOOR JOIST BY OTHERS PERMIT SET 0 z 00 R Not For Construction IL 0 a w 8-1/4" ROOF SPLINE DETAIL 2nd FLOOR CONNECTION DETAIL SCALE:3/4" l'i TYP HEADER CONNECTION DETAIL SCALE:3/4" l'i Sheet Number: r7 r9 NOT TO SCALE 1\�2 602 N FILE Copy , W City of Atlantic Beach Mitigation Requirements LO Sec. 23 - 33 : New palms will replace palms removed on 1 : 1 ratio, �-j LL X= Palms to be removed S 41 palms removed of lop 201 L 1 0 8 C'4 N L0 41 palm replacements N 0) cm MCC -Tx, d Graphic Scale: 111=1o' 20 z See landscape plan for layout cU LL 0 .0 M 4) 4) LQ N FOUND 1/2" IRON 0 SIXTH STREET PIPE, NO CAP 1 '8 < NORTHING 2180500.2 EASTING M 46 (409 RIGHT-OF-WAY PAVED PUBLIC ROAD) 531162.7 NAD'83 ASPHALT PAVEMENT 15.13 W 04 )< 12-62 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12.90 13.10 1-1-32 1 - - - - - - - - - - -x- - - - . . . . . . -X- - - - - - - - e.-13.52 - - - - - - - - - CONCRETE WALK - - - --x - --,X�4-13 15.0o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .Palms to ed w/continu be presery 6ds -V -- - - - - - - - - -- 12-69 / P 57. 98 T- Remove brick walk X 0 tree protection typ. �4 8 3'031 '1 4-l"E 2 138 1 1 N83,031 '14"E 2001.00 IRON TO IRON AL M 7 P A 1 MX 13.9 14.2 FOUND 1/2" REBAR C 13.7 k ONCRETE DRIVE 12.6 0 X 15.6 15.1 LS 3129 4 10,110, '1', -Z 1 1\ %e F,A z' A i M P A;: CK 14.1 12 10.3 93 172.79' CCCL TELEPHONE P A I P -,- FORMER CCSL Remove concrete A/C ad ; M 6 . 34. 1 4' �, TO CCCL A 11'.;�, 1 .4 1 17p 8.8 31 9.9 CABLE RISE� 01 i3" P A 11-rvl CD 14.89 - - - - - - - - - - - - - - LU *01111"L PAI "l F I I 27.9' < 12" 11 ;� P A: M AL' A I M < 0 L - - - - - - 15.6 . 15.8 Li 12.79 A I �111 CD Cn IQL- 3.9' 13.0' 146. 0' 1 cooel z L�j L'j W 'j AL-M 2 r?A I M 14.88 0 1 ,36. 0 U + z 1 10 0 L Palms to be removed, F P ALiAll, 0.3' '>,,l 3.63 "'6 A L11' typ. A i INI, :CAN 15.02 z P "I" I I ---] C)- LLJ A Lm Remove brick walk I Remove two story residence 0 _j > cli < N" 2 A I M W 3: (/) W, P Al- > 0 P < < A Li "M A; 0 0 12.80 0.3' N, "M x,13 : 0 C4 .58 PAI M L-i NJ 0 X14 04 16" "" I - I r A L,"' < LLJ z z 01 0 01 Cy- IN, 6 15.6 X 7.3' 1 1 z ' M 0 < I x 13.3 13.8 x 13.8 13.6 14-73 Remove concrete A/C pad N, x x 1.2' x 12.71 12-70 41PPVC C.O. 14.07 1 14.2 -j i�"A 5" PALM I 1 15.7 x 15 1 (0 Q0 31.5' .4 0 7.9 14.6 13.0 11.2 - - - - - - - - ---- Ld 0 WATER X,14.02 15" PALM I 1 (.0 C) Cli Cf) (-C) M METERS 7.3' 1 10.6 0 -`j 5' 7.5 00 14.18 1 ry 22.8' -C -- , 1.5 Lij L'i (0 ;k 14.34 - - -- - - - - - - - -- :=j -T > A; C) < ILO TELEVISION I CD CABLE RISER 2.7 0 U Z� ry )A1 --x__ L -LF- - - - - - - - - - - - - - - - - - - - - - - - - C4 P1 E loll x 0) d - - - - - - 20 15.8 14. q0' 1.4- AE x 15.7 4.27 r] 'x,4 4.0 9 0 11 )< 15.8 L P A!,`Vl. Remove concrete drive I I Remove concrete (n 146. 8' cu I I L 11 x1i move 4 > 6 Remove concrete retaining wall 11 Re 1i I one le WOOD STEPS P AL iry Palms to be preserved sto QO I I U w/continuous tree protection, typ. M I frame i I I I WOOD i i building --X-14.03 Remove planter I 1 14-59 - - - -:L1 POWER X1516 8 P A i- x 14.6 co POLE 2 2 A:: Al-M a" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 11"0" IFRDE' :2 A 1 Ln T-W AL M 3.7, 3 'V=5 --"1 1�34 CU) C FOUND 1/2" IRON PIPE 1'j.9 - - - - - - - - 115 12.9 7 x PAD 13.8 4. AL 15.6 13.05 x BRICK 4 PAI, "M 16.0 .4 LB 381T6 12.8 1 10.8 7.7 COLUMN33.99' TO CCCL 171 .70 CCCL TO FORMER C 983034'06 " W 254. 68 8.2 lc/) S83*34'06"W 204.65' IRON TO IRON 0 .0 U) FOUND 1/2" IRON > -Cn 0 PIPE, NO CAP 1c:3 (A NORTHING 2180400.7 0 EASTING 531171.7 -0 TWO STORY FRAME U) NAD'83 0 FT� RESIDENCE N) I WOODDECK No. 555 0 I 1 0 Trees Removed Landward of CCCL: Trees Removed Seaward of CCCL: July 18,2013 10 Trees (147 inches) Orl 32 Trees (474 inches) 0 -ph. Site 10') Demolition C)n .0) Plan 0 . /0 1.3 7 1 73 4\- A '/��I N� 11 Z1 C-0e2 U) 0 Cil uj C11 a: CP DO a N L0 m 04 (0 cn, LO ct CIO LL m 0 22..W. MMUMMT-R-50- F— SW44!00*W Cn E s 8 LO N w 0 1 04 of M Co 20' CI) -0 ANGLE POINT 40 CID z 0 4 PPOSITE R-53 0 CL 0 CIS 0) > m M N > r Graphic Scale: 1"=20' 0 > C 0 C 4) W4 0 _he ICK WALL m 0 1 0 = -o m ST( W WALL 70. TV1IO STORY FRAME N ;E RESIDENCE WOOD DECK 10 > (n > 0 TWO STORY I I A;!. < Ln 0 > Owl FRAME I I 1 00 0 00 1 C5 m RESIDENCE b 1 W4 ;0 1 t! " ZI 0 1 d -15' ACCESS EA-UENT 0 10 u) u) -% 'OFFICIAL RECORDS VOLUME 7337. > 5EI 0 m I PAGE571 0 C ;6 r-j 0 Iss I 0) =j 0t z qD 0 C.In PQ z (1 STREET PARKING C1 w1m m SPACES (3) 8. -134.7 CL >1 J to 0 it A w -146.72' E:I I I z rn MIND 11r RON b PK No w WALL/FENCE Cgoel (D. mmm 218=2 mm I I r- BENCHMARK 531162.7 —156.54' P ASPHALi PAVEMENT 00 LB36AWW LIJI, POLE 22.00'— -136.03'— 'T- - - - - - I- - - - - - - - CONCRETE rAL� ,je4 A*M'W WOOD WALK + X *31'14"E 200.00' IRON TO IRON F Ir REM CONCRETE DRIVE LS 311 f 7, If 172.79' CCCL TO FORMER CCSL TELEPH�* 34.1$,TO CCCL ff CABLE r :6,, PAL 50.67' rn Inn, 82.00'— J6� WALL/ g rQ FENCE—L-----� GARAGE LOT 9 HOUSE (IST FLOOR) c9D' C� CV F5.00, 10 —54.5 U) Lj > rn 42 f CY) ONC C.O. 8.29' :51 0 Tot (0 7.00' RIBER rn DUNE.,GR S% HOUSE i I` A A S > Fn C5 < > ::I z (1ST FL OR) > 0 —50.67'- 49.00' 00, lot 30 2 r>- LOT 5 wow STEIMS 132.46'— x!0 z Eli >> CU RY SWALE A POW PIPE z iFOM I ME m Piz COUM83.99' TO CCC 171.70 TO FORMER CCSL V) > I I CA Pn 0 U) S83*34'06"W 204.65' IRON TO IRON 6 1 1 " , 1,13- ii:pl: e, 0 BRICK pA:' " CCCL FOM 11r IR0N >0 Ls), PFL NO CAP WALL/FENCE CD 0 -x 11 § rn NORTHING 218040(L7 0 EASTING 5MI71.7 r- 0 TWO SWORY FRAME io NAD%3 0 LOT 4 RtIDENCE tj 0 Soo ct 0 0 WOOD DECK 0 z > . 555 -0 Cn 0 Cn 0+ cu g a 0 Z-7 2 0 SANITARY SEWER TO CONNECT TO EXISANG SYSTEM =1 CA 0 1 (n "1, 0 0 POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO .10. 0z 7-9 r*%. z rg SANITARY SEWER SYSTEM IJ U) 0 m 59 a 00 0 —142.07' Li C z z C-) m Ln :il 1 -167.74' M 0 0 z C/) z it m ANGLE POINT > OPPOSITE R-51 0 01 (ji z m C) z m im CA L L&-c 10, PO NM'4W-E JUly 18,2013 DEPARTMENT OF NATURAL ,-RESOURCES MONUMENT No. 72-81-A21 Overall Site Plan ALL' j' '4' L -3V IRON IN CRETE DRIVE C-1 i C51 z 0 0 0 0 15' ACCESS EASEMEN7 1 (61 ' 11 . U) > M0 N OFFICIAL RECORDS VOLUME 7337' 0 00 N LO X;u 0 1 F3 cn PAGE 571 1 e ' I -j 141 CY OF EXCAVATION 921 CY OF FILL 0 - 1 STREET PARKING M r- E LO w 780 CY NET IMPORT FILL 8 Ir LO 2 SPACES (3 --134.781 r*j L ROOF I)OWNSPOUTS w 00 d 10� 201 C-20 i I 0 .2 z AN PAVED SURFACES rn Im CD 0 .sc? 'D 16 1 TO IN TOWARD DRY L 146.72' A N > 0 > 0 SWAL S AND DISCHARGE raphic Sc4le: 111=1o' 0 M w 0 FOUND 1/2- IRON TO BE H AVENUE S1 XT STR I I M ---.) 2 1, co RIGHT– Q NORTHING 2180500.2 EA NG N PIPE, NO CAP L FENCE I cc OF–WAY PAVE PWB�IIC R AD) ?56.54 531162.7 ASPHALT PAVEMENT 04 NAD'83 L-F I 1 11 1 1 DRY 2 2. 0' 136.03 1 1 CONCRETE WALK i – – – – – – – – — – – – – – – - -- – – – — – – – – – – – – – – – — – – – – – – – - - - - - - - - - - - - - - - - - - - - - - - - — - SWALE I Un OUND 1/2" REBAR z '14"E 200-00' IRON TO IRON F '31 Aj LS 3129 CONCRETE DRIVE 6) -IN 14 - 16 MES INV. 13.00 TELEPHONE-T---..L z U., U 121, PVC CABLE RISE� 17 3 LLJ coo 16 Afl-f) n' E LLJ 2 LU 17 Lj a pvc + WALL/ 110 L U FENCE G.A RA.G E HOUSE (IST FLOOR 25.001 z 5 6 LLJ LLJ 0 \X1 c 3 L17 LLJ 'y /< q X X c <x, y 1 10 L.L U < P GOL r 2 -cs J 00 rT1 4"PVC C.0 8.29 L"Q La Ln 0 TER X�/ (0 LL Lij M RS (0 U Q) 1 11 0 1 ION N X Cl 117.00 ,,,,,,-"'CA RISER C ) HOUSE 17 (1ST FL OR) --50.67 > X" 16 -< '&A0' I - --3 0.00' 0.1 WOOD 1c: 15 9 :3 STEPS U 11 pvc — — — — — — — — 132.46 2 - . - — s - 17 cz 14 1 1 1 Q) DOWNSPOUT (TYP.) i [*-j 1 0 13 4:6 4-1. 16 00 Ln WOOD 11,X) IV IS W POWER 15 FOUND 1/2- IRON PIPE 0 POLE MES INV. 13.15 3848 LB x (b 4' WOODFENCE 6' WOOD FENCE BRICK COLUMN 0 S83*34$0611W 204.65' IRON TO IRON 0 0 FOUND 1/2- IRON WALL/FENCE I M PIPE, NO CAP (c) (0 TWO S ORY FRAME x *0 1 NORTHING 2180400.7 0 EASTING 531171.7 R eSIDENCE LQ NAD'83 I WOOD DECK 0 1 1 0 lo. 555 0 1 Z 0 0 July 18,2013 0 z ---j Site Geometry SANITARY SEWER TO CONNECT TO EXISTING SYSTEM X POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO 0 Plan SANITARY SEWER SYSTEM z -142.07 raphic S( H EfvX L R 1� M C-1 . 2 ---lr,77A ' cj 0 00 uj"I 0 0 15 T 0 Or- N N ACCESS EASEMEN I A?.,: :: : Lo W m > mo F3 00 �k OFFICIAL RECORDS VOLUME 7337, PAGE 5 j 71 71 A! 1 CY OF EXCAVATION 00 14 po 0') 921 CY OF FILL m ar-- E Oqr 780 CY NET IMPORT FILL R 8 :g g JTS N :3 m ALL ROOF DOWNSPOI io� 201 C? z 1 0 c� 2 1 , 0 CL It r_ r 0 0 AND PAVEI) SURFACES m 0 CD N 8 > TO DRAIN TOWARD DRY ALL ELEVA IONS REFERENCED TO NAVD 8 0 r- 0 >s I > Iraphic co 0 sclie: 1"=lo' SWALES AND DISCHARGE TO BEACH AVENUE cn N 15.13 04 BENCHMARK ASPHALT PAVEMENT L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M AD< N,-A and DISC LB3672 > CONCRETE WALK W SIDE WOOD POWER POLE 13-32 13 15. )o - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATION 14.04 NAVD'88 12.90 13. .52 14.13 X- - - - - - - - - - - - - - - - z 12.6 9 L - - - - 0 CDNCRETE DRIVE 15. 0 x 15.6 01 13 x 4.1 12.4 U-3 9.3 8.8 9.9 .7 x 19.17---j LUI x 12-60 ( I FORMER CCSL --j W 14 16 < z MES INV. 13-00. CCL C,5.80 01 TELEPHONE-r-� 12" PVC 14-89 x I-K\7 17 3 , 16 t x \b 17.30 CABLE RISE� 17 15 1 1 Lu p -1 1( 12-79 tz 17.40 8 VC x -------- 14 14 X .88 Qr) FFE 17.90 x 13-63 E 17.90 17.75 __j I FFE 17.90 < 17.90 15.02 17.90 1 16.8 < 14.22 LLJ LLJ > LLJ LLJ > LLJ Y < rr, a_ > X z 77!1 />1 17.80 K 16.50 117.0� >\ ?? I Z 15. r / / cn -x-z ZZI \ x�2� 6 9 < �z�i� - < 14.6 13.0 11.2 1 ( I ��,4.0 7 7. .70 4"PVC C.O. 1 6 x 12.71 TER )< 14.02 17.70 "v, I 15.28 01 10. TE ION m RS \< u L CA RISER 0 17.36 FFEM-81 .90 cu 17 x 15. V) > (13 16 WOOD X to 15.52 x 14.03 STEPS u 15.09 15 - 81, PVC 114 cz z 14 17 cu DOWNSPOUT (TYP.) 15 13 16 0 14.03 co x 14-59 Lo 14.91 WOOD x 5.6 POWER 14.E 15 - POLE MES INV. 13.15 15 15.6 154 14 C3 12.8 110 .6 1 13.4 0 -x---- A - 40 WOOD FENCE 7.7 x x --j x 16.0 12.9 7 x 13.9 6' WOO4 -F�IqCF 13.05 BRICK 13.8 F� C I COLUMN33.99' TO CCC 171 .70' CCCL TO FORMER ��L 0 1u) 0 .0 JC5 V) 1 m ORY FRAME 0- 1 X TWO S 0 R oSIDENCE 1 WOOD DECK 0 0 . 0 Z lo. 555 1 0 3: JUIY 18,2013 c/) 0 z Site Grading & SANITARY SEWER TO CONNECT TO EXISTING SYSTEM 0 Utility Plan 0 POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO 0-) SANITARY SEWER SYSTEM z m 0 . C-2ol uj a_NEW BUiLDiNG/STRUCTURE NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTURE In 30 30 30 30 30................................. ----------- .........4 z m NON-WOVEN GEOTEXTILE FABRIC HAVING MINIMUM WATER FLOW RATE OF I------------------- .................. tm 140 GAL/MIN/SF AS DETERMINED BY ASTM D4491 RO'UND'SU ..........PROPOSED G RFACE(LANDSCAPED) ------- ............'0-;;�FENCE/WALL —-----I....... PROPOSED GROUND SURFACE(IANDSCAPED):: ......................... PROPOSED GROUND I i -- -- -- -------------------------------------------FENCE/WALL _;...... ..........: P=0POjED GROUND 0. FENCE/WALL SURFACE(LANDSCAPED)CONCRETE CURB AND FOUNDATION -------- ...... LL. E(LANDSCAPED) ............EXISTING SURFACE(REMAINING);................ .................................................................... PROPOSED GI[kOUND SURFACE(LANDSCAPED)...........................DEMO) ............... ---- 0 I ..........20 2 0 CONCRETE PAVERi AQUA PAVERS ..... EXISTING SURFACE(20 20 ...........JOINT OPENING VARIES SEE PLAN .......... .....O� ........------------------ 100-YR DEP STORM ELEVATION 1�6.40 100-YR DEP STORM ELEVATION 16.40 100-YR DEf STORM ELEVATION 16.40.100-YR DEP STORM ELEVATION 16.4 r JOINTS FILLED WITH BEDDING SAND I .. . . . . SURFACE(REMAINING)- T—(ASTM #8 SAND) EXISTING SURFACE(REMAINING) NEW PAVEMENT/CONCRETE PAVERS. __ .- - i : . I : - UBE ...... NG/STRUCT---------- 0 CD It CN Cq I1' TO 1 1/2' BEDDING SAND I 11 EXISTING "EX�STI SURFACE(DEMO) A ISURFACE(DEMO) C%j IYrING------1.... ...... 04 ........... ........ ..... Cc CO I10 10 10 10 Cl) U) OD 12' WIDE NON-WOVEN GEOTEXTILE* NEW PAVEMENT/CONCRETE PAVERS EXISTING SURFACE(DEMO) NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTUREJ 2 4 z 0 0 a 0 C 0 56 0 32 0 28 0 34 r_ 0 cc U. 0 0) p NEW PAVEMENT/CONCRETE PAVER\S SECTION A-A SECTION B-13 SECTION C-C SECTI N D-D > - .- m PROPOSED GROUND SURFACE(LANDSCAPE\D) n N> r_ 1 0 > 0 0 NEW BUILDING/STRUCTURE NON WOVEN GEOTEXTILE FABRICIK PROPOSED GROUND SURFACE(LANDSCAPED) NEW BUILDING/STRUCTURE m 0�o 30 30 30 I30 ---------------NEW BUILDING/STRUCTURE I f7 --------------------------(% PASSING SIEVE) FENCE/WALL 04 ;E SIEVE #8 SAND #57 STONE ........ .................. ...........014 PROPOSED GROUND ........NEWPAVEMENT/ SURFACE(LANDSCAPED) ........... ......I....................-1/2' 100 CONCRETE PAVERS A URFACE(DEMO)PROPOSED GROUND SURF�CE NDSCAPED) EXISTING S 95-100 F 01 1/2' 25-60 ENCE/WALL ..........NEW PAVEMENT/CONCRETE PAVERS ....... .. ...................... . ........ ............. ....100 20 20 20 20 20 3/8' 85-100 INo, 4 10-30 0-10 110-YR DEP STORM ELEVATION 16'.40 100-YRDEPST311MELEVAIIIIN-10 100-YR DEP STORM ELEVATION 16.40 I100-YR DEP STORM ELEVATION=16.40 No. 8 0-10 0-5 No. 16 0-5 --------------(REMAINING)BUILDING/STRUCTURE i i 0�01 NEW ..... : :.1.1.: : - -,-.____ --- I . ...... __jL ---I— - I 1, EXISTING SURFACE(REMAINING)S�IWGIUR-FACE(DEMO)EXI EXISTING SURFACE(REMAI�ING; EXISTING SURFACE.(DEMO IT MIN, ------ VCOWRETE SIDEWALK STEPS(<5') EXISTING SURFACE(DEMO)n!� i . i i i PROPOSED GROUND SURFACE(LANDSCAPED) 70.--i t : : -------- -------------.... ....... I .. ..................-4 i 0 INFILTRATION RATE OF 5,7 FT/DAY i 0 10 1 0 10 NEWPAVEMENT/COh E EXISTING SURFACE(REMAINING) PROPOSED GROUND SURFACE(LANDSCAPED) FENCE/WALL-/ NEW BUILDING/STRUCTURE FENCE/WALL-/URE 38 0 EXISTING SURFACE(DEMO)-/ 38 0 14 0 42 0 34 -------------------0 NEW BUILDING/STRUCT SECTION E-E SECTION F-F SECTION G-G SECTION H-H SECTION I-I z PRE-CAST CONCRETE RETAINING WALL RETAINING WALL PANEL PANEL w POST POST uj 4' TO 6' VARIES + POURED CONCRETE FOUNDATION FOUNDATION 3'-0. NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTURE 30 ......... . ...... ....... .................. ------------ ...... .......... ............. .............. ......... ............ ........ ------ - --------- .................................-,-r-......... ................. ...... ....... ---- ............................. ....... ------- -----------------------------------------.......... ............ ...... ............--_-------- -—---------................... ---- - ------------- ------ ....... ........ 7 ................-------- ..... ............ r------ ...... ........ . ..................... -----------------.... ........... —T-................ ----------------................. -------------------- ---- -1------------------- ................. .............. ...... ................................. i...... ---------------------............ r............ ...... ............................................. --- --------------- .. . ..............- .......... ....- ----.......... .......... ...... ....t............................ NEW PAVEMENT/CONCRETE PAVERS-4------ r------ .............. .............................. PROPOSED GROUND SURFACE(LANDSCAPE ......PR6POS'D GROUND SURFACE(LANDSCAPED) GROUND SURFACE(LANDSCAPED). ......PROPOSED ....................... ---------------........------4-4 f--------------------- ..... -------- r" ......... FENCE/WALL------....... - f-................-------- ...... ...............20 .................................. --------- --__--- ------ --—-100-YR DEP STORM ELEVAT ON 16.40 .........--------------- r -----------. . ............ ........... ......... --------------t IUR kCE(D .......... ------ ........... EXISTING SURFACE ---------___- ................EXISTING S ------ . ............................................ ---------- ..............------r...................... NING)------------........................... .1517ING SURFACE(REMAI 10 . ........... . ............ ............ -----------------------................... ................ . .............. ----- ..........------------- ------NEW PAVEMENT/CONCRETE PAVERS ...... ....... ...... T....... --------..................... ..........---------- ................................. ...........- - ------------ .................. I..............-----.... .._... ............... ------- ------------------ ------I ..................................... ... ........ .....................I....... -------............................... .... ...... -------4--------------------t-I-------- .... ........... ...... ----- ........ .................. ----------- CONCRET EAWA . ...... ES......... ............ ...................... A..rt- ..........NEW BUILDING/STRUCTURE Y NEW BUILDING/STRUCTURE 0 > SECTION X-X U z C Z > ALL ELEVATIONS REFERENCED TO NAVD 88 E-4 00 Ln....... .......... ........... ................... ................ ................................................ ............. ............................... ..................... ......................... .............. ................... ........... ................. ........ ...... ............................................ ........... ....................... ........................................ .................................................-....................... .................... ............................ ........................... ............. ....... ... .......... .................................. .................... ............................. ............................... ......................... .................................................................... ............................................................. ......... .................. ...................... ......................4...................................................................... ............ ................ .......... --------- ...................... ............. ............ .......... .................. .................... ............. ........... ............... .................................................... ....................... ....................... ...................... ................................................ ...... .......... .......... ............ ...... ...................... .......... ...... ................................................ ........................ ................................ ......................... ........................ ............ ................. ............ ....................................................... ........ ................ .......................................................... ................ ....................... .......... ....................... ............ .............. .............................................. ...... .......................... ................. ......... .......................... ................................. ............... ............................................ ...... ....................... ................................. ................. ............. ............. ................ .......... .............. ......................................... ............. .............. ............... ................... .................. ........... ............. ......... .......................................................................... .......... .............................................. ............ ............................................................. .............. ....................... ............................................................................. .......... ................ ................ __............. 1.11..............................................-.1.......... ............... .................................... .................................................................................................. .......................................... ....................................................................................... .................................................. ............ ............... ........................................................................................ ............... ................................................ ................................. ................. .............................. ......................................... ............................................ ........................ .......... ................. ........... ................................................... .................................. ........................................... ................. .................................................. ................ .........................II .......... ... ................. 4-----------------4 ......... ............... ........................ --------------4 _4---- .. .... ----------- ... .............................. .. ....... ...... ........ .............. .... ................... ..........FENC ....... ... ........ ........ ...... ................ ................ ...... ......... .............. ........ -YR DEP STO........................- ................. .... t ........... ................ 100 RM ELEVATIO]i 16.40 ......................... .... ................. .................................................... ..........--- ---------- _[.. ........ ............................................. ................. ............. ................ ................. .......................... ......................... ..... ........... ...... . ...... .......---------........------ ... ............ ........................... ..................... .............. ...... ........... ................. ................ .............................. .................... ...................................................... ....... ...----------------------- ......................... ........- -4 ....................... ................................ .................... ................. ........... .............. ...................................... ...... ............ ............................................... ......................... ............... ................. ........... ..... .......................... ................................ ............................. ........ ... ............... .... ......... ................. .......... 4................... .... ................... SEASONAL HIGH WATER LINE 9.54 .......... -------- ------------ ............ ------------------ ........................ ---------- .......... ............ ...... ........................ ................................... ............... ............................. ...... .......... ......... ........... --------------- SURFACE(REMAINING)....................................................................... ----------------------------------4 .................. 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My 18,2013 ... ... ....... ................ .......................... ......................... ....... ................................. ..............................------ .............................................. .......... ........................................... ......- ............ .............. ...................... ...................... -z----- .................. 4 .................... ............. ....... ...... .............. ............................................... ...... ....................... ..................... .................. .............. .............. ............................. .............. ..................r....... ........ .. i ------------------ MEA HIGH TIDE WA ER LINE=2 04 :::::::: ::::::::::::::: ::::: :� -----------------........ -----......................................... ------------------------------------------------------...........4, I............... ...... 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(3) SPACE PARKING ROW -X — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — Cn LO — — — — — — — — — — —I CONCRETE WALK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LL GUSTRUM/SUNFLOWERS / 0 PALMS/L4 r 7'k 100 CONCREWPRIVE (12) LS L - - - -jJ C14 LO GATE 8 'a- E A NA 0 A LAK'� P Ai-"vAl p 1 M 2" 1J,'- ,E C14 CD 31 Cq 0 A TELEPHONE 00 co z -2 P 0 TURF (5 (3)SP CABLE RISE� PAI S P 01 4 N r- 4) 0 PALMS, TYP. 9 15 M .0 RIVER ROCK 2 1 PLAY AREA a a M Cn 14 N /L Ll (3)WR MU P S L-Li At& I I < LLj z > Li < llu� ^1 1 Ei- el LL LLJ 1111111 z LU < I I NAT RALIZED LANTI S EN RY CO RT I/ I 711 , 1 "1 z EL V z SEA OATS <j- r ('51 B ANKET FLOWER 0 4"PVC C.O. DqNE SUNFLYWER LU WATER AF(2)WR jL-,EArffJ MORNINP GLO [—I METERS 'N RYJ TELEVISION X X MMMMM I DECK 7. ,�- CABLE RISER 0 P A i-If,/4'. MA""Lf" FAKAHATCHEE?? DATE PALM SPORTSCOURT I SP I WOOD I I STEPS 0 OPEN TURF MIRVEAA R1VqR ROCK PLINTH 14 (12) LS C) W/qONCRETE EDGE SABAL PALMS W/LUGUSTRUM SC�EEN 15 WOOD 0 POWER F;�A L.?,A11 2 2 A; POLE M 2 1 Ei P Al :KA 6', P A "". FRUM AL _0 X —X — PA; WOOD FEN 14, AL M, C 4" I- I 1 11 1 BRICK 110 COLUMN 6 E (8) LS (15) Sp 4' WOOD FENCE PLANT LIST EXIST. PALMS, TYP. �3 VIEW CORRIDOR SYM QTY Botantical Name Common Name Size Remarks > Coastal uplands - Fore Dune 0 U HD Helianthus debilis Dune sunflower 1 gal 4' o.c. V) WOOD DECK 0 0 Ct 0 0 GP Gaillardia pulchella Blanket flower 0 I gal 2' o.c. Z 0 0 IPI 1pomoea impertati Beach morning glory 4" pots 2' o.c. P=$ 0 IP 1pomoea pes-caprae Railroad vine I z 00 1 gal 5'o.c. Ln IVI Iva imbricate Beach elder 4" pots 2o.c. 0 0 r UP Uniola paniculata Sea oats LN/12-181" 12"' o.c. z Upland interior - Palms Shrubs Groundcovers N AA Agava Americana Century plant 7 gal Blue FP Ficus pumila Creeping fig I gal 2' o.c. LPT Ligustrum japonicum Ligustrum 10x10' FG z MG Magnolia grandiflora Southern magnolia 12-14' FG M > NO Neriurn oleander Petite salmon oleander 3 gal 3' o.c. 'Medjool' date palm 14'CT FG PDM Phoenix dactylifera of Prepared by: 101 201 1 1 July 18,2013 PT Pittosporum tobira Pittosporum 7 gal 4' o.c. ERIC W. LYCKE, R . SP Sabal palmetto Sabalpalm 10-18'CT slicks Landscape FL Reg. No. 15 Graphic Scale: 111=1o' TF Tripsacum floridanum Florida gamagrass 3 gal Yo.c. 5122 Otter Creek, Ponte z Plan WR Washingtonia robusta Washington palm 12-16'CT FG 904/803-39 F,71 /N ZP Zamia pumila Coontie 7 gal 2' o.c. IN li NO HIM I ------ ---------------------------------------------- 2 4 C CL 0)0 NEW RESIDENCE FOR ANNE MARIE AND KIRK MOQUIN 587 BEACH AVENUE D ATLANTIC BEACH FLORIDA 32233 E CD N V) CD 0'* INDEX OF DRAWINGS CD a a_-CO 0-4 0 C - CO c'ic� ................. CS �5 :C0 C� CIVIL 0 0) Cu ARCHITECTURAL CONTINUED C 0.2 SITE DEMOLITION PLAN C 1.1 OVERALL SITE PLAN A 10.01 SUPPLEMENTAL IMAGES C 1.2 SITE GEOMETRY PLAN A 10.02 SUPPLEMENTAL IMAGES C 2.1 SITE GRADING AND UTILITY PLAN E 2.01 LEVEL ONE LIGHTING AND ELECTRICAL PLAN C 4.1 SITE CROSS SECTIONS E 2.02 LEVEL TWO LIGHTING AND ELECTRICAL PLAN C 4.2 SITE CROSS SECTIONS E 2.03 LEVEL THREE LIGHTING AND ELECTRICAL PLAN CL 0) C 1-1 .1 LANDSCAPE PLAN E.8 STRUCTURAL 0 ARCHITECTURAL LOU PONTIGO AND ASSOCIATES A 0.00 COVER SHEET, INDEX, LOCATION MAP SO.0 GENERAL NOTES AND SPECIFICATIONS 1 111 MEN I m m ZUR A 0.01 ABBREVIATIONS, STANDARDS, NOTES S1.0 FOUNDATION AND GROUND FLOOR FRAMING PLAN A 1 .00 SITE PLAN S1 .01 FOUNDATION DETAILS A 1 .001 SLAB LAYOUT S1 .02 POOL FOUNDATION PLAN, SECTION, AND DETAILS zo C A 1 .01 LEVEL ONE FLOOR PLAN S1 .1 SECOND FLOOR LITE DECK FRAMING PLAN A 1 .02 LEVEL TWO FLOOR PLAN S2.0 SECOND LEVEL WALL FRAMING PLAN A 1 .03 LEVEL THREE FLOOR PLAN S2.1 SECOND LEVEL SIPS FRAMING PLAN A 1 .04 ROOF LEVEL PLAN S3.0 THIRD LEVEL WALL FRAMING PLAN A 1 .10 LEVEL ONE REFLECTED CEILING PLAN S3.1 THIRD LEVEL SIPS FRAMING PLAN A 1 .11 LEVEL TWO REFLECTED CEILING PLAN S4.0 STEEL FRAME ELEVATION AND DETAILS A 1 .12 LEVEL THREE REFLECTED CEILING PLAN S5.0 ELEVATED FLOOR SECTION AND DETAILS Cn A 2.01 ELEVATIONS S6.0 ICF GENERAL DETAILS A 2.02 ELEVATIONS S7.0 BEAM SCHEDULE AND MISCELLANEOUS DETAILS n, `P -ime R f 'Fill' A 2.03 ELEVATIONS 5i g ........... ..................................... ...........- A 2.04 ELEVATIONS BARKLEY CONSULTING ENGINEERS INC. .............. . ... ....... ............ zg A 3.01 BUILDING SECTIONS 001 NOTES A,d A 3.02 BUILDING SECTIONS 002 LIFTING GUIDELINES L K 101 SECOND FLOOR WALL PANEL LOCATIONS A 3.03 BUILDING SECTIONS N z W Ad BU I L D I N G SECT 1 0 N S 20 1 ELEVATI 0 N S N 102 THIRD FLOOR WALL PANEL LOCATIONS A 3.04 BUILDING SECTIONS Amftom 901 A 3.05 LQL AU10 Z W LLJ < CY :5 f ; p z of Rd 0�0 W 0 A 3.06 BUILDING SECTIONS 202 ELEVATIONS t -J V ILL 't v VA 301 ROOF SUPPORT LAYOUT Fn 0 z �A\ Aklo A 3.07 TYPICAL WALL SECTIONS v A po"u-a 5A A 3.08 TYPICAL WALL SECTIONS 302 ROOF PLAN VIEW WLL WW Z- UJI W 401 GARAGE WALL AND ROOF PLAN VIEW CO A 3.09 TYPICAL WALL SECTIONS X" % z A 3.10 TYPICAL WALL SECTIONS 402 GARAGE ELEVATIONS C) co 3" W LO k f, SO\SA A 3.11 TYPICAL WALL SECTIONS 501 SECTION VIEW z z A 3.12 TYPICAL WALL SECTIONS 50-2- SECTION VIEW 6, 4 .111-k-Rv 13 R A 3.13 TYPICAL WALL SECTIONS 503 SECTION VIEW FIL QJ < ............. Rd At p'4 A 3.14 STAIR DETAILS 504 SECTION VIEW -Lk�:j�"..'.'_ L 0� Im 1*It u." M ............. LOCATI A 3.15 STAIR DETAILS 505 SECTION VIEW 30 k em. A 6.01 FINISH SCHEDULE, DOOR SCHEDULE AND TYPES 506 SECTION VIEW AtA 100% PERMIT A 6.02 WINDOW SCHEDULE AND TYPES 507 SECTION VIEW .......... 1110 DOCUMENTS .......... 120 A 6.03 WINDOW TYPES 508 SECTION VIEW 09.20.13 296 1K A 9.01 LARGE SCALE DETAILS 601 DETAILS 1 '10" 45' DETAILS V �XN 5 i tst 602 LARGE SCALE DETAILS A 9.02 A 9.03 LARGE SCALE DETAILS a 4 mv.�vx ------------......................................................... % A 9.04 LARGE SCALE DETAILS & Qmk J!'. Me 4, d 4, SQUARE FOOTAGE INFORMATION : Mk. LIVABLE CONDITIONED SPACE FIRST FLOOR 1930 SF LOT AREA (EXCLUDING WETLANDS 25640 SF a ev: A a LIVABLE CONDITIONED SPACE SECOND FLOOR 2942 SF (AND BODIES OF WATER) ....................................................................... LIVABLE CONDITIONED SPACE THIRD FLOOR 1341 SF date description CONDITIONED CLERESTORY SPACE THIRD FLOOR 641 SF Dam st 'IN 111bu-1 N project#: 1207 1216 SF ............................... UNCONDITIONED SPACE FIRST FLOOR drawn by: mjf .......................... POOL AND DECK FIRST FLOOR 2012 SF A STRUCTURE HEIGHT AND # OF STORIES : SITE LOCATION ROJECT LOCATION checked by: jpb DECK AND BALCONY SECOND FLOOR 538 SF I - 011 .............................................. N.T.S. &N.T.S. MAXIMUM HT OF THE STRUCTURE IN FT 35 copyright cdg 2013 DECK AND BALCONY THIRD FLOOR 1241 SF NUMBER OF STORIES 3 ROOF DECK 570 -SF scale: as noted TOTAL LIVABLE CONDITIONED SPACE 6213 SF TYPE OF CONSTRUCTION : TOTAL CONDITIONED SPACE 6854 SF TYPE OF CONSTRUCTION V-B TOTAL UNCONDITIONED SPACE 1216 SF PROTECTION UNPROTECTED- COVER TOTAL DECK AND BALCONY 4401 SF SPRINKLERED OR UNSPRINKLERED UNSPRINKLERED A 0 . 00 --------------------------- —--------- -------------- ------- - -------------- -- ------- i------------- saw C 00 cf) ABBREVIATION LEGEND LEGEND (D @ AT E EAST MATL MATERIAL STR FRNT STORE FRONT LAMINATED WOOD STUD PARTITION ROOM NAME ROOM NAME AND NUMBER A A.B. ANCHOR BOLT E EA EACH M MAX MAXIMUM S S SOUTH AIC AIR CONDITIONING EF EXHAUSTFAN MECH MECHANICAL SAN SANITARY(PIPE) ACOUST ACOUSTICAL EJ EXPANSION JOINT MED MEDIUM SC SOLID CORE(DOOR) INSULATED CONCRETE FROM SYSTEM INTERIOR ELEVATION TAG ADJ ADJUSTABLE,ADJACENT ELEC ELECTRIC MDO MEDIUM DENSITY OVERLAY SCHEID SCHEDULE 1�4 SEE SHEETS A 5.OX AFF ABOVE FINISHED FLOOR ELEV ELEVATION MFR MANUFACTURER SD SMOKE DETECTOR STRUCTURAL INSULATED PANEL SYSTEM AHU AIR HANDLING UNIT EMERG EMERGENCY MFR'D MANUFACTURED SECT SECTION y^X. BUILDING SECTION TAG ALT ALTERNATE ENCL ENCLOSURE MIN MINIMUM SGD SLIDING GLASS DOOR SEE SHEETS A 6.OX MISC MISCELLANEOUS SH SHELVES ALUM ALUMINUM ENGR ENGINEER WALL TYPE WALL SECTION TAG D AMP AMPERE ENG'D ENGINEERED mm MILLIMETER SHT SHEET SEE SHEETS A 7.OX EQ EQUAL mo MASONRY OPENING SHTHG SHEATHING C14 ANOD ANODIZED SIMILAR CE) DOOR NUMBER 0 MT METALTHRESHOLD Sim Cc,41 E c,� APPRD APPROVED EQUIP EQUIPMENT DETAIL TAG C6 04 ARCH ARCHITECT(URAL) EW EACH WAY MTL METAL SPEC SPECIFICATION 0 CU CbCO4 SEE SHEETS A 9.OX o ASPH ASPHALT EWC ELECTRIC WATER COOLER MULL MULLION SPIK SPEAKER WINDOW TYPE z EXIST EXISTING MTD MOUNTED SO SQUARE [2 =0 C000 r.-204 :3 r.-- ca cc a EXP EXPOSED SQ FT SQUARE FEET BD BOARD EXT EXTERIOR SS SERVICE SINK (a) OW r-N B BF BI-FOLD(DOOR) EWH ELECTRIC WATER HEATER N NORTH S STL STAINLESS STEEL 4-0 r_ STEEL 0 :3 0 N NATL NATIONAL STL � W 6.- BIT BITUMINOUS Cu NIC NOT IN CONTRACT STD STANDARD LDG BUILDING B F STORAGE FA FIRE ALARM NO NUMBER STG BLK BLOCK BLKG BLOCKING FD FLOOR DRAIN NOM NOMINAL STRUCT STRUCTURAL BM BEAM FDN FOUNDATION NTS NOT TO SCALE SUSP SUSPENDED BRG BEARING FE FIRE EXTINGUISHER KEY TO NUMBER DETAILS 04 BUTT BOTTOM FF FINISH FLOOR FFE OC ON CENTER T THREADS(STAIRS) DIRECTION OF CUTTING BTU BRITISH THERMAL UNIT FINISH FLOOR ELEVATION FIN 0 OCEW ON CENTER EACH WAY T T&G TONGUE&GROOVE PLANE OR VIEW cr_ FINISHED FIXT FIXTURE OD OUTSIDE DIAMETER TB TACKBOARD DETAIL OR SECTION TELEPHONE CL 4, C CAB CABINET FIL FLOOR OPER OPERABLE TEL NOMENCLATURE 0 C CAP CAPACITY FLOUR FLUORESCENT OPNG OPENING TEMIYD TEMPERED(GLASS) a) E.8 CF CUBIC FEET FT FOOT OPP OPPOSITE THK THICK(NESS) CFM CUBIC FEET PER MINUTE FTG FOOTING OPT OPTIONAL THR THRESHOLD TYPICAL DETAIL 133 Ci CONSTRUCTION JOINT OSB ORIENTED STRAND BOARD THRU THROUGH Oz OUNCE TRANSF TRANSFORMER A 5.J01 CL CENTERLINE G CLG CEILING G GAS TOS TOP OF STEEL GA TV TELEVISION SHEET NUMBER WHERE Cmu CONCRETE MASONRY UNIT GAUGE COL COLUMN GALV GALVANIZED P #/LB POUND TYP TYPICAL DETAIL IS LOCATED CONC CONCRETE GAL GALLON PART PARTITION TJ TOOLED JOINT COND CONDUIT GC GENERAL CONTRACTOR PH PHASE CONN CONNECTION GFI GROUND FAULT INTERRUPTER PKG PARKING CONSTR CONSTRUCTION GL GLASS PERIM PERIMETER U LIC UNDER CABINET CONT CONTINUOUS GOVT GOVERNMENT PL PLATE UCT UNDERCUT(DOOR) CONTR CONTRACTOR GR GRADE PLAS PLASTER UNF UNFINISHED' CPT CARPET GWB GYPSUM WALL BOARD PLAS LAM PLASTIC LAMINATE LION UNLESS OTHERWISE NOTED C COURSE(S) PLBG PLUMBING UR URINAL CT CERAMIC TILE H PLWD PLYWOOD CTR COUNTER HB HOSE BIBB PORT PORTABLE V VENT CU CUBIC HC HANDICAPPED PR PAIR V VAC VACUUM CW COLD WATER HDR HEADER PRE-ENG'D PRE-ENGINEERED VCT VINYL COMPOSITION TILE HDW HARDWARE PRE-FAB PRE-FABRICATED HT HEIGHT PL PROPERTY LINE VERT VERTICAL D D DRAIN HMET HOLLOW METAL PSF POUNDS PER SO FT VEST VESTIBULE DIP DEEP HOR HORIZONTAL PTD PAINTED VOL VOLUME DEMO DEMOLITION HR HOUR PT PRESSURE TREATED VCT VINYL COMPOSITION TILE DEPT DEPARTMENT HTR HEATER PVC POLYVINYL CHLORIDE(PIPE) VTR VENT THRU ROOF DF DRINKING FOUNTAIN HVAC HEATING VENT&AIR COND PVMT PAVEMENT DIA DIAMETER HW HOT WATER Q W W WEST,WIDTH DIFF DIFFUSER W1 WITH QT QUARRY TILE DIM DIMENSION 1 ID INSIDE DIAMETER QTY QUANTITY W WASHING MACHINE DISP DISPOSAL WC WATER CLOSET cf) INSUL INSULATION R CY) DN DOWN WD WOOD CSI D DRYER(MACHINE) INT INTERIOR 04 DS DOWN SPOUT R RISERS(ON STAIRS) WH WATER HEATER LJJ Z CV) W/O WITHOUT 0 _11 LLJ < DW DISHWASHER R/A RETURN AIR WP WATERPROOFING z WC% =) 0 J JAN JANITOR RAD RADIUS z W DWG DRAWING WT WEIGHT W W 0 Lu 0 RD ROOF DRAIN JST JOIST(FLOOR OR ROOF) DWR DRAWER WWF WELDED WIRE FABRIC > _J RDL ROOF DRAIN LEADER u- RECT RECTANGLE K W 0 2�e Z: :c KD KNOCKDOWN REFIR REFRIGERATOR 0 REF REFERENCE NONE LE wo� < REINF REINFORCEMENT XYZ z ul Co L L LENGTH RESIL RESILIENT z 1- < 00 LAB LABORATORY REQ'D REQUIRED W LO F- LAM LAMINATED REV REVISION,REVISED z z z LAV LAVATORY RM ROOM LDR LEADER RO ROUGH OPENING LHI LEFT HAND R&S ROD&SHELF LIN FT LINEAL FEET LOC LOCATION LVL LAM VENEER LUMBER LVR LOUVER 100% PERMIT DOCUMENTS 09.20.13 F ............... .................... ......................... ---------------- ........... ........ ............... .................... ....................... ........... ..........------------- date 1, description project#: 1207 drawn by: mjf .............. checked by: jpb A copyright E::cdg 2013 scale: as noted ABBREVIATIONS, STANDARDS AND NOTES A 0 , 01 -------------- own mill 2 --------------------------------- 4 5 C CL 0)0 0 D C'4 E 4-0 C"') 8 N 40 6 MC m Q 04 co W a)CO C CD— r-C-4 0 >qq(P)W Wo 4 0 W (3) - 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PROJECT NORTH ................. date description project#: 1207 drawn by: Mjf A ...........................-11111-1111111............... checked by: jpb copyright cdg 2013 scale: as noted SITE PLAN A 1 . 00 L=ro- LZE 2 ------------- ........... Nowsm 4 -------------- ------------------------- ------------------ ------------ ----- ----------- -------------- 4 CL 22 (D 601,011 51-411 561-011 J 601-011 J -i 04 61-011 28'-011 =3 04 26'-011 -4-0 8 04 U) a C"� CO 000 a)Cm Cq 10 3/411 9 1/211 TYPICAL @ GARAGE o W J u- Cu ui J (? 0 3/ 11-411 61-411 Lu C14 0 U) J C) J 41 0 J Ci a) C4 (A r E.8 3/ 1 1/2" 7�11'-3 3/4" 1'-3 4' 3'-4 0 -77 7_ 12"WIDE AND 5" DEEP STEP DOWN TO ACCEPT DRIVEWAY MATERIAL 2'-6 1/2" 51-911 J 1% ---Nq�,- 1'-3 3/4"- 4 1/4" 5'-5 71-3 5/411 3'-4 1/2" -011 51-411 61 161,011 811 co 1/411 C 331-011 31-411 21-011 m 21-811 9 1/411 C%4 391-411 9 1/411 Co to to 9 1/4" n LO J 0 0 J J Wo Co C4 L0 M INDICATES 4" RAISED 8'-6 1/2" V-5 1/2" 04 z 04 AREA W M Lu 201-011 D INDICATES AREA THAT IS CLEAR FOR e- WO Z) z MECH/ELEC/PLUMBING STUB UP z W 0�0 W 0 > _J LL J INDICATES 2 3/4" 151-211 101-1011 491-011 25'-0" v LOWERED AREA 0 J UJ LL Lu W < 31-8 1/211 z W V-1 3/4" 51-1011 13'-5 1/2" 91-9 1/21, 21-911 21-7 1/211 , V-4 1/2"111 31�11 e- co F W u z z z < J, [% 411 100% PERMIT DOCUMENTS 10 3/41' 09.20.13 C4 J- V-0 1/2" ........----—--------------------------------------------------- 26-6 11211 T-711 10 C4 ........... ............................................ C3 0 1% ............... 1% date description 27'-101' 61-211 21-911 21-911 project 1207 .4 drawn by: mjf 49-0 561-011 ----------- checked by: jpb A 1111-01, g 2013 copyright cd scale:as noted MAIN SLAB LAYOUT PROJECT NORTH A 1 , 001 11- -314 7�71-3514101 _ 314 1121111 ....................................................... ............................... ........ ............. .............----------------------------------------------------- .................. ...................-...................................---------------- date description e ............ ro c't d Fan b r w ......... checked b .......................... ----------- —-------------------------- L 4 MEN ----------------------- —--------- 4 1 -011 161 C CL 601-011 m 501-811 51-4 261-011 rol-011 28'-011 e- rAk2-Nh, ................. ............... ........... 61-7 1/411 141-111 171-611 31-10 3/411 r---------------- J ......................... BI .......... ............... 3.01 17 ..............- 7---------- ----------------------------------- ................ .......... OUTLINE OF BUILDING .......... U-) STACKED I ODO-OR L ABOVE ........... (D SPLIT SYSTEMS —————————————————————-- C14 3'-0"SWINGING CcNq E rc, GATE SYSTEM z 8 C4 L) c.4 .......... .......... =0 co Irs CCQ) C4 ...................................... W/D -C r C14 L)J L ............. ........... (D L 0 C 'i 0 ............................................ J EFIR,I I I Cu C ............................. J J [,- 61-011 -4- GARAGE MECHANICAL.,- ............. ............... LAUNDRY 1% 11-411 FC-1 0-2 1 A0., LLL !F! ........................................ ........... A107 FC-10-11 FLOOR To I B1 TOILET CEILING % ------- ---------- 6'-7 1/2" 21'-4 1/2" 1 L.04�) % CABINET FAI-04-1 ..........................................L L L L�... 0 -———————————————--————————————— & ———————————————--———————————————- OUTLINE OF AREA STUDIO 3'-6"TALL WALL ............ DEDICATED TO PO FA 1-0-3 1 ......................... ............... OL zt- @)-L I Q EQUIPMENT K SYSTEM POOLROOM J FA1061 ------------ J ------------ V-110 1/211 E %] f% ll DIR T WAL 121-5 1/211 1 oil L 61-711 L 4'-8 1/211 8 1/911 31-411 8111 21-011 SYSTEM I 1 0 4 1 10 BREEZEWAY A10 C-4 CLOSET F CCI 01 A (fi—�OIB -FAIWA - C-) 7 T- A2 -�A C 9'-5 1/2" '-41 < I�01 8 r 21- 1/411 1 1 1 1 L 1 4 �-4 71-411 T ENTRY OR ---------- --------.... NOTE: J ELEVATOR DIMENSIONS AT WINDOWS AND FA 1 0fl DOORS ARE FOR R.O.WIDTHS 1-01 141,011 -011 NOTE: ALL INTERIOR WOOD FRAMING ---------------------------------- ISTO BE LAMINATED 2X WOOD UP ----------------------------------------------------------- -------------- ------------------------------------- STUDS 41, 0 1/21 71-7 1 4` 1 1 1 H ---------- UL -- -- -------- - ----------- .... Cq 71-0 61 -011 .. .......... INDICATES 11 ICF WALL SYSTEM 41 f FIT 911 F/2111, 121-01, 39411 I A INDICATES 8 1/4" SIP WALL SYSTEM J 2� CN CN SCRE N, z INDICATES CRUSHED FIVOTIN rAl W CY) GRAVEL LL S *T M W < Lu CY 7 z Ir INDICATES CONCRETE of 0 LLJ 0 FINISH > < LL T C/) a INDICATES RESYSTA DECKING UJ LL UJ < < /2 51,A 11911 W W LL INDICATES POOL co to 00 Lf) W z z ---------------- I I z �00/1 X=�. F BATH < B101A FB-10-11 T- HALL J FB-10-3� AHU B107 100% PERMIT Y^B1 DOCUMENTS 9'-5 1/2" 31- F- ENTERTAINMENT ROOM 'QJ.05 I'm o 0 W AHU 1 B107A LM 09.20.13 J TALL STORiAJ J SYSTEM ------------- IN ------------------ --- % C*4 BEDROOM 1 BEDROOM 2 1 11-11-11- -............ ........... x 11 13102� -10-4-1 REFR,! 17 F FB ---------------- C14 ST E J J 12'-10" 11'-3 1/21' B106 ............................ 21,- 10'-411 91 LC) ............... 16 WE// T— F —I—-T T--I- rB-1 � UP date description OUTLINE OF BUILDING 3.06 F ABOVE 15 1 1 1 L---i -L-L---i L L---------- IV- I project#: 1207 L------------- ----- ------j ------- ---- ------------------- -- ---------- --------------------------------\ --------------------- ...... ........111.11111111111-............. A 271-8 1/2" drawn by: Mjf checked by: jpb 91-611 911 61-211 14 04 21- 01 21-911 27'-10" ............... ............... ---------- copyright cdg 2013 scale: as noted 491-011 114! LEVEL ONE FLOOR PLAN PROJECT NORTH J FR\ F UNDI �REA To POOL 1 . 01 011111,1 INNER 4 ----------- —------------- 2 4 WON C 571-1011 22 461-5 1/211 111-6 1/211 221-411 141-811 V-3 1/21' 41-211 C4 131 CONCEALED . . .. . . . . . . .. . . . . GUTT . . . . . . . . . . . . . .. . . . . 3.01 81-8 3/411 ER Q SYSTEM BELOW J J . .. . .. . . . . . . .. . - — - --------- FREf _REFR C14 ———————---—————— 7c a . . . .. .. . . C14 S!, P.- 0 n N I 1-211 g J r N M . . . . . . . . . . . . . . . . . . . . . . . . 11-611 PANTRY 0 0 7 KITCHEN . . .. . . .. .. .. .. . . .. . .. .. . . . . . .. . .. .. . . .. . 7 W e- FA206 C4 . . . . .. . . . . FA2051 CID t I . . . . . . . . Cq 8 CZJ FLOOR TO . . . . . . . . . . . . . . . . r- C CD CEI . . . . . . . . . B�ING % K . . . . . . . . . . . . . . . . . . . AHU 3-ABOVE 0 . . . . . . . . . . . . . . . . . . . . . . . . . .. . AHU 2 AND CA NET . .. .. . . . . .. . . .. . . .. . 21-711 . . . . . . . MECHANICA . . . . . . . . . BI FA202 -GO. , ..,.,I... . . I ::!t, B I . . . . . . . . . . . -8 1/211 31-311 31-311 \,,�.04 Cy , . ' ' '' f 1 71,611 1 9' 51-111, 3'-3 1/4" 41-511 31-9 1/4, 117' J, 0 . . . . CIO . .. . . . . . LAUNDRY 1.".". . �I I I 1., 1.t.�. --- T POWDER .. . . .. . .. . . . FA2011 . . . . .. . . . . . . . . . . . I A204 I CONCEALED . . . . . . . . . . . . . . . . . . . . . . . GUTTER CL a) 81-1111 1 DINING SYSTEM- . . . . . . . . . . . . . . . . BELOW EA-207-1 A m 0 . .. . . . STEM DIRTT WALL SY . . . . .. 1-011 -9 3/411 17'-2 3/411 3'-8 1/211 24'-6 1/211 V_ 5 1 2 HALL 45� 5/11 I _% -- I A203 I U c -.:_ % ---------------------------------------- Co JA211 e- C, 4^B1 LANDOG TO 1-011ING J �0 ST41R AQUARIUM CE ERED C14 ON STAIR AND TV LL 090 x 31-1 '1/21111 1- /411 211 NOTE: DIMENSIONS AT WINDOWS AND DOORS ARE FOR R.O.WIDTHS NOTE: ALL INTERIOR WOOD FRAMING 44DN IS TO BE LAMINATED 2X WOOD <7 I Z!: LIVING STUDS :0) 10 1/21' P4079 J 0 ECK L001 0 X��ji X J J Can) v__ IL��J INDICATES 11 ICF WALL SYSTEM 71- 911 :1/2 CY) INDICATES 8 1/4" SIP WALL SYSTEM 19 1 1/ 7 C14 Al Cf) rA OUTLINE OF Li WALKWAY ABOVE 3.02 3.02 W z INDICATES CRUSHED GRAVEL z af W wo .............. W 0 3'-10 3/411 W-6 5/4" 61-1 2t;41t211 3'-1 1/2" 'Ift ...............................I,.......................... 0 .. .......... INDICATES CONCRETE FINISH F55 0 Z> :E 3f L) LJJ LL W INDICATES RESYSTA 31-211 8'-2 3/4" V-2 W DECKING ZR J C%I 3: z Lf AL 00 INDICATES POOL LO UJ CP DOWNSPOUT z z 4- 41 . .I z L % Co J� 0 FLOOR TO CEILING R TO CEILING TALL STORAGE STORAGE x SYSTEM EM 1'-4 3/411 "o 11-811 101-111 11-911 1-311 3'-7 1/211 -8 1/2" 911 -11-4 1/211 141-3 41- 3/411 0-6 1/411 100% PERMIT BOYS HALL -1 1/2" DOCUMENTS /---DIRTT WALL SYSTEM Ek171 C0 f^B1 ^B1 1116, in 09.20.13 3.05) C14 ISHELVE BOYS ROOM 2& BOYS ROOM 1 C? FA213 FA216 I? C? 121-111 81-8 11211 12'-6 1/211 ............................ ................. ........................... ............... ............ 12'-8 1/2" J 1-7 1/21 0 ............................................................................... C14 PLAYROOM .................... ................. io BOYS BATHROOM C14 FA-2-1-1-1 FA2141 PETS I C4 21-611 0 5_212_j ---- ----------- Cn 1:10 13'-0 1/2" 1/211 141-111 21-811 1/2" 7 A215A ��-_FLGWTO GEUN-G- 4@1 17- TALL STORAGE .......................................... -211 21-7 1/2111 21-211 u SYSTEM _B1 y — date description 3.06 ill ill 1-4— 3.06 cr,) 2'-l( 21-911 3'-7 1 61-11 1/2 1-7 1114, 21- 211 12'-6 1/211 J 6 . r- I A I I co% JI iL Lf_� I r % project#: 1207 0=:RRA;R mm=� I .......... ................... ------ 0 SHOWER INTERNAL drawn by: mjf A f DOWNSPOUT-/ ?) W/ __ I-------------- Co 71-011 V-5 1/211 8'-1 1/211 121-0 1/211 4'-2 1/211 161-1011 checked by: jpb copyright cdg 2013 rB 1% scale: as noted 54'-81' SECOND FLOOR PLAN LEVEL TWO 1/411 11-011 FLOOR PLAN PROJECT NORTH A 1 . 02 A A L Go 2(0 0 L I L 91. )WDER C E )TV FLOO TALL SYST IS E .......... --- --------- ------------------------------------------- ....... ---------- 2 4 5 --------------- 2 ----------------------- ------------- 4 --------------------- - --------------------- .2)e CONCEALED GUTTER rB 1 SYSTEM- BELOW -1:[]-[ 171- 1-1- 1-i-LI-I I I ELL 1-1-LLI 1 1-1-1 1 I-LIT, I TETTTT-7-1 [Iff 1 -1-[]-[ iLt-i-L] 1 -1-1 1-1. ]-1- 71-01 J_ `4 c.4 E 8 C14 14 PREF%ERC E)� ioT U) .0m 6 CO L- .1 L-, T A -R EGE E J N ro .0--00 @ CN D:-(:K - _@ IE I Ci 8 O!gC'4 0 'w C) Cu m ^B1 R0qF PE CI A302 LO 10. .8". 0 . . . . . . 10 /0 In C_E Al Z/N X SP k(:E E F SE �q E 0 MR MAM L Cos C ^B1 -1 T/ v U P1, .�O3 0 �,3 P,3) C14 .................................... STAIR FA-30-1 I NOTE: ............................................................. DIMENSIONS AT WINDOWS AND DOORS ARE FOR R.O.WIDTHS NOTE: ALL INTERIOR WOOD FRAMING IS TO BE LAMINATED 2X WOOD DN 911 STUDS (1:A) 7'- 1 C> J mum, INDICATES 11 ICF WALL SYSTEM 911 T-9 1/2" 111-511 INDICATES 8 1/4" SIP WALL SYSTEM Cf) cf) WALKWAY FA-30-31 C14 Lii Cf) INDICATES CRUSHED Lu GRAVEL Z �!J C) :5 9 z ft .......... .......... Lu 0�0 w 0 INDICATES CONCRETE FINISH 12 3'-4" J, LL INDICATES RESYSTA UJ LL UJ Ce < < C4 DECKING Z w uJ im INDICATES POOL z M 00 LO w z%I z ROOF BEE= C4 C4 Cq Co 611 (905JA % 100% PERMIT CP DOCUMENTS Y_AB1 A305 ?) D I —TALL STORP GE ��.J05 1 SYSTEM 09.20.13 WARDROBE �,3 SHOWER FA3-09-1 (? STUDY FA-30-6-1 MASTER BATH MASTER BED MASTI-P D:_(K FA-304 FA-30-8-1 C*4 611 ;4- C14 FA-3 1-0 1 �3_Ff I J J I 1 -4- 0 C4 ------------ 0 CP �6 .............. 8'-1 1/211 81-5 1/21� 11 161-911 71-1111 TOILET sv,- ............. A307 date description Co 306 C4 4M.............. J project#: 1207 A CONCEALED d,rawn by mj f .......... ............... GUTTER checked by: jpb 461-911 SYSTEM- BELOW copyright cdg 2013 rB 11111�6, �111 scale:as noted 0 THIRD FLOOR PLAN 1/411 1 1 -011 LEVEL THREE FLOOR PLAN PROJECT NORTH A 1 . 03 -IC14 3-4 0 FX IVILGHAN _T7 mob ow MIN, ................... ------- .......... --------- TOILET ......------I..... ...........----------- ........... ................ .......................................... ............................. date ription ----------------- 4 MINIMUM --------- ------ ------------------------------------------------ --- ——--------------------------- ----------------------------- - ----------------- 4 C CL co ................................................................... .............................................................. ... ......... ..................... .................................................... ................................................ .. ...... .............................................................................................................. ................. ....... .............................................................................................................. ........... ............ D ITT I I I I I z z 04 CY 04 IC- cn -m, ccl L Go Gro- Go) cc a C, C> >It !R a C4 0 co .0- 302 8 CL 0) E 0 1-011 271-1011 ............... ....................... ......................... .......... ......................... ................... .......... .............................................. ............. .................. ........................... ............ .......... ............................ ......................... .............. .. .... .......... ...................................................................... .............. ........................... ...... ........................ .......................... ......................... ............. .................................. ........................... ............. . ..... ................................................ C J ..................................................... 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A checked by: jpb copyright cdg 2013 scale: as noted OF PLAN A 1 ROOF PLAN 1/411 -011 PROJECT NORTH A 1 , 04 Y 0 7T S1 FP'o�ect" --------- ............ drawn b� ............................ checked .......................... RO ........... ---------------- ---------------- ---------- 4 C 0. 0 X 8 r----------------- D (D 04 —————————————————————— 04 EC) C14 L————--————————— 4) V) Cn I I I I LLU I I I I . . . I I I H HIM11H . I I I I I I I 1 1 1 1 111 800 0 La mo 0 4) a) 4.10- U) 0) - 8 c c CD :) 0 0 — -————————————— -------------- ---------------7----------------- 0 0 -ci(D Hl ca 0 0 0 0 0 0 0 0 0 0 C" CD _M _M 0 .J LI,m/ — — — — — — — — — — — — — — — — — — - 0 7T 0 ----------- 11 1 INDICATES 11 ICF WALL SYSTEM M INDICATES 8 1/4"SIP WALL SYSTEM CY) C14 CN W Z CY) D W < Z W(3 =) 0 z IX W WO Lu 0 INDICATES STUCCO -.11 LL FINISH F00 2 INDICATES RESYSTA UJ U - ujft CLAD CEILING z Se M CO z I,- o Lu <0 co Lr) l.- 21] 0 0 0 0 0 0 0 0 r 100% PERMIT DOCUMENTS 0 0 0 0 0 09.20.13 0 0 0 x ---------- ....................... ..........-................ 0 0 0 0 0 0 ............... ................ 7177177 ............... ....................... ............... date description project#: 1207 drawn by: mjf A checked by: jpb ............... ............... ............... copyright cdg 2013 scale: as noted 0 FIR T FLOOR REFLECTED CEILING PLAN LEVEL ONE 11/4! REFLECTED CEILING PLAN PROJECT 111111 BONN 11111 — -- —------------- ---- -------------- NORTH 4 A 1 A 0 now= lim 2 ----- ----------- ---------------- NINE! BMW —–---- --------- 4 mm� —-------------mom= C 0 4 04 C14 C*4 Cf) 8C.4 CI) g W Cb(C:4, 0 La =0 0 0 r-)(CO4 0 do o c,4 8-1. C%J (D ro- >v @44t) 0-4.0 U) _2 0 0 0) 0 Cu 0 !ul) < m) 0 0 E.8 0 0 0 0 T C 0 Mom INDICATES 11 ICF WALL SYSTEM INDICATES 8 1/4"SIP WALL SYSTEM CO CY) 1 04 z C14 Lu cr) 0 D W < Z Wcy 5 !2 INDICATES STUCCO zx W FINISH W 0 Lu 0 > _J < u- INDICATES RESYSTA wo 2: 3f CLAD CEILING W LJL W Ce 00 z 2 < < WW B z <0 co W Ln z Z z MOM 100% PERMIT DOCUMENTS 09.20.13 0 0 ............. ........................................................................................... 0 0 0 0 FD x 0 0 ------------ 0 date description project#: 1207 A ............. drawn by: mjf checked by: jpb ..........",'-"",............... .............................. copyright cdg 2013 scale: as noted LEVEL TWO REFLECTED CEILING PLAN PROJECT NORTH WIN ----------- 2 ------ 4 ------ ------------ -------------------- ------------ -- ----------- I I MONOMER ---------- 2 4 lmmmm� 5 C CL 00 4 04 C) 04 E 10 Co 8 C,4 mo 6 C014 C5 co C13 Ito r- -c ci (D >,q ov C CN 0 .110- C'I , M.- CD m .-4-; 0 E:AE C 0 0 X LL- LLJ INDICATES 11 ICF WALL SYSTEM INDICATES 8 1/4" SIP WALL SYSTEM 0 CY) CY) N z C*4 W Cf) W =5 INDICATES STUCCO z LLJCY z W FINISH 0 0 ULJ 0 Lu 0 > -J < LL INDICATES RESYSTA Coo 00 CLAD CEILING UJLL WW < ZRW mW 0 F m < 100 u') z < 100% PERMIT 0 DOCUMENTS 09.20.13 ..........- --------------- date description XRRRI project#: 1207 A ....... drawn by: mjf 1-11111111-1111,--,-,,-,-"-........... checked by: jpb copyright cdg 2013 scale:as noted (aTHIRD FLOOR REFLECTED CEILING PLAN 1/411 1 1-011 ........ ........... ............... --------------...... ................... date ,ec �-ro ...... ...................... w rda n r ................... check4 -—----—----- 2013 LEVEL THREE REFLECTED CEILING PLAN PROJECT NORTH 2 A 1 . 12 ------------ —---------------- ---------------- ------------ OWN= 2 —---------------------- -mmmummmomm C 00 CN 0 Cm CD -6-0 -6 cc") 8 CC,- �421 Cc,, SOD CD qu w 3 F� N M C) § >cqt 4 0 C g.0 rA 0) 4j TOP OF PARAPET —+ 1 35f-O" TOP OF PARAPET + 135'-0" . .. . . . . . . . . . 7, I\- \V NU;l 73 CP ",CZ tRK\\Rx\ ......................... UNILUX FENSTER AND TUREN E.2 GLASS RAILING SYSTEM ALUMINUM CLAD WOOD IMPACT m m TOP OF RAILING WINDOW AND DOOR SYSTEM + 128'-4" 0 H J cr) SMOOTH STUCCO SYSTEM ON METAL mk TOP OF WALKABLE ROOF DECK LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 1/4" + 1264" -T STRUCTURAL INSLULATED PANEL TOP OF LOWER PARAPET SYSTEM + 123'-6" C RESYSTA WALL CLADDING SYSTEM- -4 —1-1111�--.......... TOP OF LEVEL THREE FLOOR DECK, mK PROFILE RES010612-WITH CONCEALED �J + 122'-8 1/4" CLIP AND BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING ON 8 PORCELAIN TILE FACADE CLADDING lk 1/4"STRUCTURAL INSULATED PANEL ........... ...... SYSTEM BOARD ON LIQUID APPLIED WATERPROOFING SYSTEM ON 81/4" PORCELAIN TILE FACADE CLADDING STRUCTURAL INSULATED PANEL SYSTEM ON 1/4"CEMENT BACKER SYSTEM t BOARD ON LIQUID APPLIED L WATERPROOFING SYSTEM ON 81/4" o: STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET Ak + 115'-6" —------------- .......... OUTLINE OF GARAGE STRUCTURE ------ ------------- - I-------- ---------------------- LEVEL TWO FINISH FLOOR J + 11 V-6" ------------- N, - ------- ---- --------------T------ --------L-------------- Adl-\ BOTTOM OF CANTILEVER AREAS + 109'-0" BOTTOM OF CANTILEVER AREAS c1r) 1 + 109'-0" cf) SMOOTH STUCCO SYSfEM ON MtTAL 04 N LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM O-N-TV------------ Lu INSULATED CONCRETE:FORM WCy =5 L J > -J SYSTEM z x 0 W Wo Lu 0 J LL C/)0 ---------- L SMOOTH STUCCO SYSTEM ON METAL W LL W W < LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11 Lu INSULATED CONCRETE FORM LEVEL ONE FINISH FLOOR SYSTEM 3: z OIL 00 \-F + 100'-0" LEVEL ONE FINISH FLOOR W < U.) + 100'-0" z z z RESYSTA WALL CLADDING SYSTEM F- PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER 316 GRADE ALUMINUM CLAD WOOD IMPACT STAINLESS STEEL PIVOTING TUBE WINDOW AND DOOR SYSTEM FRAME SYSTEM 100% PERMIT DOCUMENTS WEST ELEVATION 1/4" 11-011 09.20.13 ......... .................. ........ ............-.........................--................. ——------------——------------------ ................. .......... ............. date description project#: 1207 .......... A drawn by: mjf ............ checked by: jpb copyright cdg 2013 scale: as noted ELEVATION Ell 2 , 01 2 ------------- iiiiiiiiii I 111mmum-g— ———---------------------------------- I I NUNN IN ----------------------------------- 4 —-------- C CL Do (D LU TOP OF PARAPET D + 113'-0" TOP OF ROOF DECK C%J + 112'-6" 04 r_C� 4_0 04 -r-- PORCELAIN TILE FACADE CLADDING M 8 C-4 C8 SYSTEM ON 1/4"CEMENT BACKER BOARD ON LIQUID APPLIED 00 M WATERPROOFING SYSTEM ON 8 1/4"STRUCTURAL INSULATED 8 C� >"t PANELSYSTEM ro- or-C'4 a)(D 0 7 T RESYSTA WALL CLADDING SYSTEM C: 0.4 (10) 4 4.; hi B THIN PROFILE TO MATCH MAIN SYSTEM-GLUED TO ALUMINUM SECTIONAL GARAGE DOOR T_ CIS LO CD C� LEVEL ONE FINISH FLOOR --------------- + 100,4, m C 0 C SOUTH ELEVATION 1/411 11-011 PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER BOARD ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 1/4" STRUCTURAL INSULATED PANEL SYSTEM RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 6 1/2" STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET TOP OF ICF WALL SYSTEM Ad-\ + 135'-0" % + 135'-0" Cf) Cf) SMOOTH STUCCO SYSTEM ON METAL C*4 C14 LATH ON LIQUID APPLIED W Ck) WATERPROOFING SYSTEM ON 8 1/4" LLJ STRUCTURAL INSLULATED PANEL J W Z SYSTEM WO W 0 W <m > UNILUX FENSTER AND TUREN LL ALUMINUM CLAD WOOD IMPACT U)0 WINDOW AND DOOR SYSTEM Lu LL_ W W TOP OF 3/4"FLOOR DECK LEVEL THREE FINISH FLOOR 00 -8 1/4" % All 0 + 122' + -8" LJJ LO 122' z Lu F PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER C14 BOARD ON LIQUID APPLIED J WATERPROOFING SYSTEM ON 8 1/4" 100% PERMIT STRUCTURAL INSULATED PANEL DOCUMENTS SYSTEM SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED - - - - - - -- - - - -- ---- 09.20.13 WATERPROOFING SYSTEM ON 8 1/4" STRUCTURAL INSLULATED PANEL SYSTEM XN LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR All + + ......................... .................... .......... .............. .................... BOTT OM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS + 109'-0" -0" + 109' ............ ............... ...................... ----—---------- ........... 316 GRADE STAINLESS STEEL POST a) date description AND BAR RAILING SYSTEM WITH RESYSTA PROFILE RESP020312 CAP project#: 1207 A ot LEVEL ONE FINISH FLOOR drawn by: mjf ...................... .......... LEVEL ONE FINISH FLOOR "-IF r + 100'-0" F_ + 100'-0" checked by: jpb .....——-__--------- 5" copyright cdg 2013 iiiiiiiiiiiiiialljl;lillilill 11111111111111111111111111111111'MIOTH STUCCO SYSTEM ON METAL - LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11 scale: as noted INSULATED CONCRETE FORM SYSTEM UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT A - SOUTH ELEVATION WINDOW AND DOOR SYSTEM ELEVATION 11L 1/4" 11-011 A 2 , 02 C u -C 0 ------------------- 2 3 4 IRWIN ------ ---------- ----------- 4 5 2 C 0. 0)0 N C14 E ccn, �D cU 6)CON v 7S :R 0 PORCELAIN TILE FACADE CLADDING =0 Iwo C1,04 SYSTEM ON LIQUID APPLIED Q:9 C� 8 WATERPROOFING SYSTEM ON 8 1/4" a,5 Iq @):* W Q C14 IV STRUCTURAL INSULATED PANEL N Jj 0 U) CD C WALL SYSTEM a 0 M.- r-. C: CD I m Cu TOP OF PARAPET + 135'-0" T OF ICF WALL SYSTEM OP + 134'-0" C14 RESYSTA CEILING CLADDING SYSTEM- TOP OF PARAPET PROFILE RES010612-WITH CONCEALED CLIP + 132'-5" % CL 0 AND BATTENING SYSTEM OVER WATERPROOFING AND 1/2"SHEATHING ON 2X GLASS RAILING SYSTEM E.8 J A 0 TOP OF RAILING Ali + 128'4' WOOD FRAMING GLASS RAILING SYSTEM GLASS RAILING SYSTEM SMOOTH STUCCO SYSTEM ON METAL TOP OF WALKABLE ROOF DECK % gi % + 1264' LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 1/4" STRUCTURAL INSLULATED PANEL 4\4 SYSTEM RESYSTA WALL CLADDING SYSTEM TOP OF LEVEL THREE FLOOR DECK PROFILE RESO 10612-WITH C + 122'-8 1/4" C ONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER WATERPROOFING ALUMINUM CLAD WOOD IMPACT ON 8 1/4"STRUCTURAL INSULATED WINDOW AND DOOR SYSTEM PANEL SYSTEM J SMOOTH STUCCO SYSTEM ON METAL LATH OVER LIQUID APPLIED UNILUX FENSTER AND TUREN WATERPROOFING SYSTEM ON ALUMINUM CLAD WOOD IMPACT INSULATED CONCRETE FORM WINDOW AND DOOR SYSTEM SYSTEM SMOOTH STUCCO SYSTEM ON METAL INSULATED CONCRETE FORM SYSTEM LEVEL TWO FINISH FLOOR LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11 + 11 V-6" LEVEL TWO FINISH FLOOR IV % + 11 V-6" J C14 BOTTOM OF CANTILEVER AREAS % ml-� - \-F CV) % BOTTOM OF CANTILEVER AREAS + 109'-0" N ................................ r I........... .................. .................... + 109'-0" Cf) ............ ........................................... W --------------- SMOOTH STUCCO SYSTEM ON METAL Z W r :�: ..............I....................................... ............-—-------- LATH OVER LIQUID APPLIED ............. .............. ------------ z ................. ................ ...... ——-------------------------- Lu 1110 WATERPROOFING SYSTEM ON 11 ............. ............ INSULATED CONCRETE FORM -------------------- ILL SYSTEM -------------------- ... ............................ ............................. FDO My M J� ------------ ............................... ................. LULL W ............... Lu W ............. ............... ............... ---------- Go ......... W Lf) ------------ LEVEL ONE FINISH FLOOR + 100'-0" z z LEVEL ONE FINISH FLOOR ,mv 1% + 100'-0" UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM 100% PERMIT DOCUMENTS 09.20.13 ION .....................................--------------- .............. .............. date description proje ct 1207 drawn by: mjf checked by: jpb A copyright cdg 2013 scale:as noted ELEVATION A 2 . 03 ---------- 4 7z 2 MINES— 4 ------- ------------------------------------- ---------------------------- ---------------------------- ---------- C PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER 0)0 BOARD ON LIQUID APPLIED 1. 1 WATERPROOFING SYSTEM ON 8 1/4" CD STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET + 136-0" GLASS RAILING SYSTEM TOP OF PARAPET + 132'-5" D SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 1/4" C%J TOP OF RAILING STRUCTURAL INSLULATED PANEL \? + 128'-4" cl E(V.Z) mE SYSTEM Z in 8C,4 m 0 Cn J L_ 0 C) PORCELAIN TILE FACADE CLADDING 00 4)C14 SYSTEM ON 1/4"CEMENT BACKER 0 C-=0 wo C,_0 r- TOP OF WALKABLE ROOF DECK BOARD ON LIQUID APPLIED TOP OF WALKABLE ROOF DECK cc 6 co 17! —o=c� 8 + 125'-4" % T_ WATERPROOFING SYSTEM ON 8 1/4" + 1264" 0 ID r- J g 0_ —------- STRUCTURAL INSULATED PANEL 7 SYSTEM TOP OF LOWER PARAPET 0).G so C) Afj�4, LEVEL THREE FINISH FLOOR T + 123'-6" cu .c A \? + 122'-8 1/4" RESYSTA WALL CLADDING SYSTEM- PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING SYSTEM OVER —7— RESYSTA WALL CLADDING SYSTEM- __T PROFILE RES010612-WITH CONCEALED LIQUID APPLIED WATERPROOFING ON 8 CLIP AND BATTENING SYSTEM OVER 04 1/4"STRUCTURAL INSULATED PANEL LIQUID APPLIED WATERPROOFING ON 8 LO SYSTEM 1/4"STRUCTURAL INSULATED PANEL SYSTEM GLASS RAIL SYSTEM 2 E.0 -T. 0 d-, LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR \-F % + 11 V-6" + 11 V-6" T T_ C*4 BOTTOM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS + 109'-0" 77-7 + 109'-0" C UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT J WINDOW AND DOOR SYSTEM 0 J OIL fl LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR \-F + 100'-0" SMOOTH STUCCO SYSTEM ON METAL + 1001-01, LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11" INSULATED CONCRETE FORM SYSTEM CV) NORTH ELEVATION N if CJ 1/4" -011 W :) W z W n :3 z LU CIfo Lu 0 <m > LL U)o 0 W LL Lu Z W W Im z PORCELAIN TILE FACADE CLADDING < 00 Lu W Lo SYSTEM ON 1/4"CEMENT BACKER z z BOARD ON LIQUID APPLIED z WATERPROOFING SYSTEM ON 8 1/4" < STRUCTURAL INSULATED PANEL TOP OF PARAPET % SYSTEM + 113'-0" % 11117 TOP OF ROOF DECK + 112'-6" 100% PERMIT DOCUMENTS 09.20.13 ...............------ ---------------- . .......................................... .................... LEVEL ONE FINISH FLOOR 100'-0" date description project#: 1207 drawn by: mjf A --,""I'll"................................................. checked by: jpb .............................. NORTH ELEVATION 1/411 11-011 copyright cdg 2013 scale: as noted ELEVATION 'v. .............................. 101' \\\m\\\E\\�' xONN, [70 0 PEF 0 OCUME 09.20.1 ------------------------- cdg 2013 A 2 . 014 4 ------------------ ------------- 4 5 C CL 3 0 .201L. D LIQUID APPLIED ROOF C14 WATERPROOFING SYSTEM ON 8 1/4" A3 0 C14 PORCELAIN TILE FACADE CLADDING ROOF SIP PANELS SYSTEM ON LIQUID APPLIED 3.08 c?) 8 C14 WATERPROOFING SYSTEM ON 8 1/4" LIQUID APPLIED ROOF CONCEALED GUTTER SYSTEM Cn 2 6 C04 STRUCTURAL INSULATED PANEL WATERPROOFING SYSTEM ON 10 1/4' �c3 0 lc�o Al ROOF SIP PANELS WALLSYSTEM dco a cq 8 3.07 0 C 04 C .40 4-1 CD2 - W TA-\ 0m.- Cu 10 1/4"ROOF SIP PANELS SLOPE: 1/4"PER FT L. 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BU MING CROSS SECTION ---- 1/411 1-011 _------------ ...............................1_1_1_________11.............. ............................____..................... -------------- date description project 1207 drawn by: mjf A --,""I'll"........... checked by: jpb ----------------------------------....................... copyright cdg 2013 scale: as noted CROSS SECTION A 3 , 02 m W W U)C W u ----------------------------- 2 - ------------------ -------------- -------------------- ------ NNW=__— 4 C 0)0 A3 3.10 N LIQUID APPLIED ROOF WATERPROOFING SYSTEM ON 10 1/4" ROOF SIP PANELS SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED =3 CN4 E rO WATERPROOFING SYSTEM ON 8 1/4" 4-1 M 8 C-4 0 M CbN STRUCTURAL INSLULATED PANEL SMOOTH STUCCO SYSTEM ON METAL PORCELAIN TILE FACADE CLADDING 0 LATH ON LIQUID APPLIED SYSTEM ON LIQUID APPLIED 0 SYSTEM 8 Go 0 WATERPROOFING SYSTEM ON 8 1/4" WATERPROOFING SYSTEM ON 8 1/4" 0 1P0'0 (D 04 STRUCTURAL INSLULATED PANEL STRUCTURAL INSULATED PANEL -C mo=cj 8 SYSTEM WALL SYSTEM a.- C vig "60 1 0 0 LIQUID APPLIED ROOF RESYSTA CLADDING SYSTEM-PROFILE 4,00 i I SLOPE: 1/4"PER FT 01 r- WATERPROOFING SYSTEM ON 10 1/4" RES010612-WITH CONCEALED CLIP AND Ak, TOPOFSIPWALL + 135'-0" ROOF SIP PANELS BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING SYSTEM AND 1/2"SHEATHING ON 2X WOOD FRAMING TOP OF SIP WALL + 132'-8 1/2" IRV H �mgil� UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT RESYSTA DECKING SYSTEM- CP C*4 a) WINDOW SYSTEM PROFILE RES01 0612-WITH CONCEALED CLIP AND JOIST SMOOTH STUCCO SYSTEM ON METAL 1/2"DRYWALL CEILING SYSTEM SYSTEM ON 2X SLEEPER ON LIQUID J LATH ON LIQUID APPLIED ON SUSPENDED FURRING APPLIED WATERPROOFING SYSTEM WATERPROOFING SYSTEM ON 8 1/4" CHANNELSYSTEM STRUCTURAL INSLULATED PANEL 10 1/4"STRUCTURAL INSULATED E SYSTEM PANEL ROOF SYSTEM TOP OF LANDING TOP OF DECKING 0 m + 125'-4" + 125'-4" UNILUX FENSTER AND TUREN STAINLESS STEEL AND GLASS RAIL SYSTEM ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT 0 WINDOW AND DOOR SYSTEM J RESYSTA DECKING SYSTEM- TOP OF LANDING PROFILE RES010612-WITH + Lim CONCEALED CLIP AND JOIST LIQUID APPLIED ROOF WATERPROOFING SYSTEM ON 1/2" SYSTEM ON 2X SLEEPER ON LIQUID 1/2"DRYWALL PLYWOOD DECKING ON 2X WOOD APPLIED WATERPROOFING SYSTEM F— JOISTS-REFER TO STRUCTURAL SYSTEM m "", �16"INSULATE ItFuRm GLASS RAILING SYSTEM CONCEALED GUTTER SYSTEM T 11 LOOR SYSI CONCEALED GUTTER SYSTEM ZLQ� SLOPE: 1/4"PER F TOP OF DECKING A + 11 V-4" TOP OF ROOF DECK ------------- -:7.7171, tt + 11 V-2 1/2" SMOOTH STUCCO SYSTEM ON METAL WATERPROOFING SYSTEM ON RESYSTA CEILING CLADDING CONCRETEBEAM -PROFILE RES010612- SYSTEM WITH CONCEALED CLIP AND C14 16" INSULATED CONCRETE FORM BATTENING SYSTEM OVER LIQUID FLOOR SYSTEM J CY) APPLIED WATERPROOFING SYSTEN 04 C� ON 1/2"SHEATHING ON 2X W C14 OOD W c1r) RESYSTA CEILING CLADDING FRAMING SYSTEM-PROFILE RES010612- D W < W CONIC PAVER SYSTEM WITH CONCEALED CLIP AND CY z w APPLIED WATERPROOFING SYSTEM > LL ON 1/2"SHEATHING ON 2X WOOD FRAMING BATTENING SYSTEM OVER LIQUID ON REQ'D BEDDING Lu Of 0 W 0 LEVEL ONE FINISH FLOOR TOP OF CONCRETE COPING L) LLJ LL W + 100'-0" WOW ,771", ---------- CO L) CONCRETE SLAB W/CONT 6X6(NO. 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P E\aRF ------------------- ------------------ --------------------------------------------- MINOR 4 ------------ MINIMUM -—----------------------- NMI ---—---------------------------- 4 C CL 0)0 A4 3.11 D C14 0 1 04 E r0 8 C-4 0 ma Ch caq 10 1/4"ROOF SIP PANELS r 13 CD 0 �0 10 @ CWN RESYSTA DECKING SYSTEM- O=cq 8* PROFILE RES010612-WITH C:D,- CONCEALED CLIP AND JOIST ow > C C4 4 40 Al SYSTEM ON 2X SLEEPER ON LIQUID 0 cu .c 0- .2 61 c C� 04M - 8 1 3.11 OUTLINE OF PRE-FAB HOT TUB APPLIED WATERPROOFING SYSTEM U) w LIQUID APPLIED ROOF '000. 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CONCRETE S LAB ON CONT VAPOR BARRIER ON TREATED,COMPACTED date description EARTH-REFER TO STRUCTURAL OIL LEVEL ONE FINISH FLOOR roject#: 1207 \-F + 100'-0" p 1% ............... d ra w n b y m jf A checked by: jpb ........................... GA 'AGE CROSS SECTION copyright cdg 2013 A2 1/411 1-011 scale: as noted CROSS SECTION A 3 . 04 Al /C 3 1w I Ti S A2 3 'kja wim dollim ------------------ --- ----------- ---------- 4 4 C CL 22 D L- C14 A4 Al a C14 E SMOOTH STUCCO SYSTEM ON C' LIQUID APPLIED ROOF -6-0 V C) C'-4 3.12 WATERPROOFING SYSTEM ON 8 1/4" 3.13 METAL LATH ON LIQUID APPLIED L) (1) BE c6c" Qxv WATERPROOFING SYSTEM ON m L— m 1300 1 ROOF SIP PANELS 05' r(0 1/2"SHEATHING ON LVL BEAM 0 J-.0 CA 'i'C'o- I _C —o=c� 8 TOP OF STRUCTRUAL INSULATED PANEL C + 135'-0" L) (D 14 0 BOTTOM OF LVL BEAM % Lo m + 133'-8" cu —4-: BOTTOM OF STRUCTURAL INSULATED PANEL % + 132'-6 3/8" UNILUX FENSTER AND TUREN SMOOTH STUCCO SYSTEM ON 1/2"DRYWALL CEILING SYSTEM ALUMINUM CLAD WOOD IMPACT METAL LATH ON LIQUID APPLIED ON SUSPENDED FURRING WINDOW AND DOOR SYSTEM WATERPROOFING SYSTEM ON 8 CHANNELSYSTEM 1/4"STRUCTURAL INSLULATED RESYSTA DECKING SYSTEM- LO PANELSYSTEM PROFILE RES010612-WITH Co 00) CONCEALED CLIP AND JOIST 0 PORCELAIN TILE FACADE CLADDING SYSTEM ON 2X SLEEPER ON LIQUID APPLIED WATERPROOFING SYSTEM SYSTEM ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 1/4" 3/4"T&G PLYWOOD ON WOOD STRUCTURAL INSULATED PANEL E FLOOR TRUSS SYSTEM-REFER GLASS RAILING SYSTEM WALL SYSTEM TO STRUCTURAL 0 TOP OF FLOOR TRUSS UL-6- Jr— TOP OF RESYSTA DECKING Ak + 122'-7 1/2" + 122'-7" CONCEALED GUTTER SYSTEM SMOOTH STUCCO SYSTEM ON C METAL LATH ON LIQUID APPLIED SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8 WATERPROOFING SYSTEM ON 1/4"STRUCTURAL INSLULATED 1/2"SHEATHING ON LVL BEAM PANELSYSTEM TOP OF PARAPET + 115'-6" 8 1/4"STRUCTURAL INSLULATED 16"INS JI-AtItID CON-RETE FORM . 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FRY REGLET"J"MOLDING 4"X 8"316 GRADE STAINLESS STEEL TUBE STRINGER WITH 3"WIDE 1/2"BENT PLATE ................. SUPPORTS @ EACH TREAD date description LIQUID APPLIED L WATERPROOFING SYSTEM TOP OF SLAB LEVEL ONE OiL TOP OF SLAB LEVEL ONE OIL 1 TOP OF CONCRETE COPING project#: 1207 TOP OF GRADE BEAM ............-................................................... \-F + 100'-0"(DATUM) + 100'-0"(DATUM) \-F +99'-10" -81. +99' . . . . . . . . . . . . . . . �7 drawn by: mjf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE SLAB W/CONT 6X6(NO. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 10)WWF ON CONT VAPOR BARRIER SMOOTH STUCCO SYSTEM ON . . . . . . . . . . . . . . . . . . . . . . . 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ICAL WALL SECTION TYPICAL WALL SECTION A 4 TYPICAL WALL m 1 4. 1/2" it-Off 1/2" -011 SECTION A 3 . 09 7 1 r.�F c 0 C 4`8 M M 0 --------------- -- ------------------------ ----- 2 4 -------------------- ------------ -–---- 8 1/4"STRUCTURAL LIQUID APPLIED WATERPROOF ROOFING SYSTEM INSULATED ROOF PANEL C CL SMOOTH STUCCO SYSTEM ON 3 LVL BEAM-REFER TO CONT 2X WOOD PLATE 0)0 STRUCTURAL LIQUID APPLIED WATERPROOF STAINLESS STEEL CAP METALLATH ROOFING SYSTEM FLASHING 8 1/4"STRUCTURAL INSULATED 2X4 WOOD FRAMING @ 1-41 OC 8 1/4"STRUCTURAL INSULATED 8 1/4"STRUCTURAL INSULATED PANEL SYSTEM-REFER TO 1/2"PLYWOOD SHEATHING PANEL SYSTEM-REFER TO PANEL SYSTEM-REFER TO STRUCTURAL STRUCTURAL STRUCTURAL LIQUID APPLIED WATERPROOF TOPOFSIPPANEL TOP OFPARAPET ROOFING SYSTEM + 135'-0" —TOPOFROOFSIP +135'-0" x x LIQUID APPLIED WATERPROOF 4 % ROOFING SYSTEM TOP OF PARAPET FURRED OUT WALL + 134'-5 3/4" + 134'-3" eC3 SMOOTH STUCCO SYSTEM ON METAL LATH uJ 1 PANEL SYSTEM-REFER TO 10 1/4"STRUCTURAL INSULATEC§ 2 1/4"STRUCTURAL INSULATED 9.03 PANEL SYSTEM-REFER TO STRUCTURAL TOP OF WINDOW RO TOP OF WINDOW RO STRUCTURAL MW VARIES C14 SUSPENDED METAL CHANNEL tu 0 CN,4 E ro- PORCELAIN TILE FACADE CLADDING SYSTEM *6 In 8 Cq .9 SYSTEM ON 1/4"CEMENT BACKER CEILING HEIGHT BOARD ON LIQUID APPLIED 1/2"DRYWALL CEILING SYSTEM CEILING HEIGHT d) -9" 2 + 130'-9" WATERPROOFING SYSTEM 130' :3 SUSPENDED METAL CHANNEL 8 SYSTEM >V Oft vv CN SUSPENDED METAL LIQUID APPLIED (D 0 09,10 CHANNEL SYSTEM WATERPROOFING SYSTEM 8.s 1/2"DRYWALL CEILING SYSTEM 0 a) CU bi.2 1/2"PLYWOOD SHEATHING UNILUX FENSTER AND TUREN 1/2"DRYWALL CEILING SYSTEM ALUMINUM CLAD WOOD IMPACT 2X WD JOISTS-REFER TO WINDOW SYSTEM STRUCTURAL C14 GLASS RAILING SYSTEM J CID ZD < J WD FLOORING-REFER Co TO FIN SCHED CL 3/4"T&G PLYWOOD TOP OF DECK + 126-31/4" E GLASS RAILING SYSTEM -m GLASS RAILING SYSTEM 0 LVIL BEAM-REFER TO STRUCTURAL WD LOORING-REFER TO 0N SCHEID 1/2"DRYWALL SYSTEM 0 SMOOTH STUCCO SYSTEM ON WD BEAM-REFER TO 3/4" &G PLYWOOD:�., 11 METALLATH STRUCTURAL 1/2"DRYWALL SYSTEM BOTTOM OF WINDOW RO TOP OF D CK gk TOP OF SUBFLOOR + + 122'-8 1/4" + 122'-6 1/4" 4"X 10"WOOD TREADS 122'-8 1/4" C14 WD BEAM-REFER TO C J STRUCTURAL 5D A�_J TOP OF WINDOW RO 1 —1-fill, CEILING HEIGHT % Aid-\ CEILING HEIGHT + 1/2"DRYWALL SYSTEM 120'-7 3/4" �7_7, + 120'-7" + 120'-7" 8 1/4"STRUCTURAL INSULATED 0 2X4 WOOD FRAMING @ 2'-0"OC PANEL SYSTEM-REFER TO 2X4 WOOD FRAMING @ 2'-0"OC A STRUCTURAL 7 1/4" 1/2"DRYWALL CEILING SYSTEM GLASS RAILING SYSTEM 101 V-7 1/4" 1/2"DRYWALL CEILING SYSTEM 4'-6 1/211 TO EXTERIOR FACE DF TOP OF DECK STRUCTURE + 17-0 1/4" UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM STRUCTURAL WD BEAM-REFER TO CIO CV) 1/2"DRYWALL CEILING 04 SYSTEM CN 16"INSULATED CONCRETE W 2X WD BLOCKING Lu < FORM FLOOR SLAB SYSTEM- L) D 16"INSULATED CONCRETE z W(3 REFER TO STRUCTURAL LIQUID APPLIED z Ix WATERPROOF 1/4" FORM FLOOR SLAB SYSTEM- Of 0 1110 REFER TO STRUCTURAL ROOFING SYSTEM > UL 1/2"PLYWOOD DECKING 4"X 10"WOOD TR EAdt 1_J 1/2"DRYWALL SYSTEM TOP OF ICF FLOOR SYSTEM A-\ TOP OF ICF FLOOR SYSTEM UJI U_ Uj 0 -------------------------------I------------------------------- F---W7--�AF 7.97_q 1/2"PLYWOOD SHEATHING lo J I IQUID APPLIED WATER I NX11Z11\1 BOTTOM OF ICF FLOOR SYSTEM E3 BOTTOM OF ICF FLOOR SYSTEM W LO PROOFING SYSTEM ---------- --- --------- < C� � I 01 BOTTOM OF SOFFIT FRAMING '-F;;L_ % + 110'-2" --------- 9"INSULATED CONCRETE F_ A-\ BOTTOM OF RESYSTA CEILING + 9. r------10 -011 10 REFER TO STRUCTURAL 2X4 WOOD FRAMING @ 1'-4"OC RESYSTA CLADDING SYSTEM- 0 2X4 WOOD FRAMING @ 1'-4"OC PROFILE RES010612 2X WD BLOCKING J 1/2"DRYWALL SYSTEM RESYSTA CLADDING SYSTEM- PROFILE RES010612 r----2X9 W60D FRAWNG @ 2 C RESYSTA CLADDING SYSTEM- PT 2X4 FURRING STRIPS @ PT 2X4 WOOD FURRING @ PROFILE RES010612 1'4'OC 1'-4"OC ,I -1 100% PERMIT PT 2X4 WOOD FURRING @ UNILUX FENSTER AND TUREN LIQUID APPLIED DOCUMENTS 1'4'OC ALUMINUM CLAD WOOD IMPACT LIQUIDAPPLIED WATERPROOFING SYSTEM WINDOW AND DOOR SYSTEM 09.20.13 WATERPROOFING SYSTEM 1/2"PLYWOOD SHEATHING L---- 1/2"PLYWOOD SHEATHING I; L,—— 'Pit, C14 UNILUX FENSTER AND TUREN C� ALUMINUM CLAD WOOD DOOS J ZD SYTEM m .............. ................................................. --I[, .............. ...................... RESYSTA DECKING SYSTEM- PROFILE RES010612 it 11 1 "1", 1 1 1 1 "1/ 11 date description 10 TOP OF CONCRETE WALKWAY TOP OF DECKING project#: 1207 T +99'-10" \4W 4:99'_ to +99'-10" TOP OF CONCRETE COPING drawn by: mjf A P- checked by: jpb ............... 2X WOOD JOISTS @ 1'-4"OC- copyright cdg 2013 REFER TO STRUCTURAL scale: as noted " PICAL WALL SECTION A TYPICAL WALL SECTION TYPICAL WALL —11 mi = 11-011 1'/2"= -011 1/211 SECTION A 3 . 10 "W I N12t�' )OD 0 0 P INSUL ATED FIER To 7 1141\1 ---4'J_' 2 4 ------------ ------------------ ------ C :3 20 Cn m CD N a 04 =3 c.4 E -1-a '6 m 8 Fq C.) 9 cc,§ U) 0 i 0 =0 C 0 ,r3-)'Com m C-4 L) CD Sig :""t @)a) ow 9—0 'm _he C: :3.0 LIQUID APPLIED Cu Ch 2�.;j 6 WATERPROOFING SYSTEM TOP OF RAILING RESYSTA DECKING SYSTEM + 128'-4" PROFILE RES010612 PT 2X4 WOOD FURRING STRIPS 1'-4"OC LIQUID APPLIED WATERPROOF 2X PT WD SLEEPERS C4 J ROOFING SYSTEM < GLASS RAILING SYSTEM .0*t 8 1/4"STRUCTURAL INSULATED PANEL SYSTEM-REFER TO STRUCTURAL TOP OF RESYSTA DECKING TOP OF SIP PANEL All E + 125'-4" % m STAINLESS STEEL CAP 0 FLASHING J RESYSTA CLADDING SYSTEM- PROFILE RES010612 % TOP OF WALL SIP BOTTOM OF SIP PANEL -+ 1231-611 TOP OF ROOF SIP TOP OF WINDOW RID VARIES WMEMEM m + 123'-2 1/2" 1-* \\— LIQUID APPLIED \�F + 123'-0 3/4" PORCELAIN TILE FACADE < CLADDING SYSTEM ON 1/4" WATERPROOFING SYSTEM W CEMENT BACKER BOARD ON ui SUSPENDED METAL LVEL BEAM-REFER TO LIQUID APPLIED Q!f CHANINELSYSTEM STRUCTURAL WATERPROOFING SYSTEM < Ln i 1 J C C14 TOP OF WINDOW RO CEILING HEIGHT CEILING HEIGHT 2X4 WOOD FRAMING @ 1'-4"OC X + 120'-7 3/4" + 120'-7" + 120'-7" RESYSTA CLADDING SYSTEM- LVL BEAM-REFER TO SUSPENDED METAL CHANNEL 1/2"DRYWALL CEILING PROFILE RES010612 SYSTEM STRUCTURAL SYSTEM C14 UNILUX FENSTER AND TUREN 1/2"DRYWALL CEILING SYSTEM 2X4 PT WD FRAMING @ ALUMINUM CLAD WOOD IMPACT 0 1'-4"OC WINDOW SYSTEM LIQUID APPLIED C*4 WATERPROOFING SYSTEM 1/2"PLYWOOD SHEATHING UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM 8 1/4"STRUCTURAL INSULATED RESYSTA DECKING SYSTEM- PANEL SYSTEM-REFER TO BASE CABINET WITH WOOD PROFILE RES010612 COUNTERTOP STRUCTURAL PT 2X WOOD SLEEPERS @ 1'-4"OC M A$ BOTTOM OF WINDOW RO 1/2"DRYWALL SYSTEM TOP OF RAILING CY) + 114'-5 1/4" z LIQUID APPLIED W CY) WATERPROOFING SYSTEM UJ wo :D GLASS RAILING SYSTEM z FRY REGLET"J"MOLDING " 7 z J W 0 W 0 C0 CONCEALED GUTTER SYSTEM > -J J 16"INSULATED CONCRETE 16"INSULATED CONCRETE 0 u- C4 FORM FLOOR SLAB SYSTEM- FORM FLOOR SLAB SYSTEM- 2X WD BLOCKING U)02 UJI LL UJ Of 00 REFER TO STRUCTURAL REFER TO STRUCTURAL TOP OF ICF FLOOR SYSTEM , A , \I -- I F ICF FLOOR SYSTEM m I -- OM OF WINDOW RO 4 TOP OF BALCONY DECKING Ali Id % TOP 0 .. .. d , , BOTT + 111'-4" z— III -r:�.IL + 11 V-15" 1-11F \-F + 11 V-13" f7�771-7�7 7,"7. 7 OL f .11 CO -I JL-77 44 '..1 7 + 11 T-3 1/4" SMOOTH STUCCO SYSTEM ON .4 LO Lu BOTTOM OF ICF FLO )R SYSTEM METALLATH BOTTOM OF ICF FLOOR SYSTEM Ai-\ + -2" + 110'-2" Z z 110' BOTTOM OF CONC BEAM J C*4 C-4 ,gk BOTTOM OF WOOD FRAMING BOTTOM OF RESYSTA CEILING + 109'-2 1/4" CEILING HEIGHT CEILING HEIGHT 5/8" + 109'-0" + + 109'-0" SUSPENDED METAL CHANNEL RESYSTA CLADDING SYSTEM SUSPENDED METAL CHANNEL SUSPENDED METAL CHANNEL PROFILE RES010612 SYSTEM SYSTEM SYSTEM 2X4 WOOD FRAMING 1'-4"OC 1/2"DRYWALL CEILING SYSTEM CONC BEAM-REFER TO 1/2"DRYWALL CEILING SYSTEM 1/2"DRYWALL CEILING STRUCTURAL LIQUID APPLIED SYSTEM 100% PERMIT WATERPROOFING SYSTEM 2X4 WOOD FRAMING @ 1'-4"OC ED CONCRETE DOCUMENTS 16" INSULAT 1/2"PLYWOOD SHEATHING FORM FLOOR SLAB SYSTEM- RESYSTA CLADDING SYSTEM- REFER TO STRUCTURAL 09.20.13 PORCELAIN TILE FACADE CLADDING PROFILE RES010612 SYSTEM ON 1/4"CEMENT BACKER UNILUX FENSTER AND TUREN BOARD ON LIQUID APPLIED LIQUID APPLIED ALUMINUM CLAD WOOD IMPACT WATERPROOFING SYSTEM WATERPROOFING SYSTEM WINDOW SYSTEM 0 UNILUX FENSTER AND TUREN 1/2"PLYWOOD SHEATHING C� J CID ALUMINUM CLAD WOOD IMPACT PT 2X4 WOOD FURRING @ WINDOWSYSTEM ............................................................................................ 1'4'OC RESYSTA DECKING SYSTEM- PROFILE RES010612 PT 2X WOOD ISLEEPERS @ 1'-4"OC date description REFER TO STRUCTURAL TOP OF SLAB LEVEL ONE ECK TOP OF CONCRETE WALKWAY TOP OF SLAB LEVEL 0 project 1207 TOP OF RESYSTA D + 100'-0"(DATUM) TOP OF CONCRETE WALKWAY +99'-10" ------------------------- .7, -0"(DATUM) + 100' -77� —�7f---- +99'-10" +99,-10" r." ... --* -W 7 drawn by: mjf W� M A checked by: jpb CONT CONCRET CONT CONCRETE FOOTING- CONT CONCRETE FOOTING- REFER TO STRUCTURAL REFER TO STRUCTURAL - 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PT 2X WOOD JOISTS REFER TO date description STRUCTURAL project#: 1207 TOP OF SLAB LEVEL ONE BOTTOM OF WINDOW RO IV + 100'-0"(DATUM) +99'-9 1/4" drawn by: mjf A checked by: jpb copyright cdg 2013 scale:as noted Al ICAL WALL SECTION TYPICAL WALL 1/2" -011 SECTION A 3 , 13 ---------- ------------------------ 2 4 --------------- ------------ 2 C CL 41-0 1/211 151-011 J1 1/411 CONT HANDRAIL ATTACHED @ 36" 18 TREAD @ 1011 TO WALL AT THIS SECTION I o 42"TALL 1/2"GLASS RAILING W/ C14 GLASS MOUNTED HANDRAIL I ---i ATTACHED @ 36" ---------------- < V" W % < UP T D LEVEL TWO ui 0 J < LLJ D IS= 4-—— I CN 0 C'44 C, E In C-4 C) 9 .0m —FINISHED EDGE or 0 00 to CENTERED SINGLE TUBE STEEL a) 2 A LANDING THIS RUN- STRINGER BELOW 1/211— ONLY (0 c c:, csi 8 NNIINNNNNJ c Oio CD C30) LEVEL ONE ENLARGED STAIR PLAN :,.v 0.2 Cu .S 1/2" 11-011 8'-6 1/2" .111 31-1 1/2" 1/2"_ 1/411—, F-0 3/411 911 V-11 1/411 A 1/211 9 TREADS 10" 4 TREAD Z��01 k" MX>XXX> 4'-8 114" < TOP OF DECK CONT HANDRAIL ATTACHED TO FINISHED EDGE OF LANDING + 126-3 1/4" W,\LL @ 36" UP TO LEVEL THREE J < J n UJ n uJ 9 U- Ilk TREADS TO BE ATTACHED TO WALL ON EACH SIDE WITH CONCEALED STEEL ANGLE- 71-611 1/2" TYPICAL @ TREADS FROM 9 TREADS @ loll SECOND FLOOR TO THIRD AND TO ;�N ROOF LEVEL 36"TALL 1/2"GLASS RAILING t__ % ATTACHED WITH STANDOFFS 00 I Lu 8 5/411 '41 V-1 1/21' 1/21' 71-roll __7 e- I, AIL L-J . 9 DS @ 10" %I d-\ TOP OF '1-F + 11 T-0 1/4" 1 1/2" 911 [LOU e- 9 TREADS 10 L /'tN TO LEVEL ONE Lu )> C4 n < INISHED EDGE OF LANDING @ U-1 F Qf LEVEL THREE ABOVE ATTACH EACH ENP OF TREAD Cf) TO PERIMETER W6LLS WITH Cf) IL C14 STEEL ANGLE-CONCEALED @ LO z 04 ENDS AND FLUSHVITH LLJ BOTTOM EDGE Or,�TREADS 0 :D W < CE, z Lu rx 5 a LLJ 0�0 M 0 ...............-....... ..............6bNY__HA bM'[_AffA(fH_Eb__9_�6"F=_7 _J TO WALL CONT HANDRAIL A,TTACHED TO >< U- WALL @ 36" U)0 ICF FLOOR SYSTEM LEVEL TWO ENLARGED STAIR PLAN F 7 1 It. .4 . _�OLP OF 11 < UJ LL W < IX W -Off Cal 1/2" = 51-211 r J . . .... ..... z 8'-6 1/2" 2'-1 1/211 A L,---1�1 00 r-----IN TTOM OF ICF FLOOR SYSTEM L.I.J LO 4 TREADS 1011 101-211 C14 LOTTOM OF SOFFIT FRAMING z Lr: 42"TALL 1/2"GLASS RAILING Wt Z F----7q ,' I F% % I— GLASS MOUNTED HANDRAII.-' J ui ATTACHED @ 36" e) 0- r----711 " CONT HANDRAIL ATTACHED @ 36" TO WALL < §; :I- < UP TO ROOF DECK 100% PERMIT Cq n-- Cc _J < J FINISHED EDGE OF LANDING DOCUMENTS LLJ 09.20.13 J J CIO 36"TALL 1/2"GLASS RAILING WOOD TREADS TYP Lu C14 -AE LEVELS ATTACHED WITH STANDOFFS 4"X 8"POWDER COATED J STEEL TUBE STRINGER Nz—r- WITHT'WIDE 1/2"BENT PLATE SUPPORTS @ EACH TREAD F -1 ———--------–---------–-- 1/211- 3111 4'-0 1/211 .................................................... 18 TREAOS @ 1011 ............ .......................................................... 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TOP OF DECKING OL project#: 1207 .......... -7�*_7 --—------------------ ---------- E`17�7" drawn by: mjf checked by: jpb jg Iti X�r m x;(xT_x jm�YiL X T A DN 70 LEVE L TWO ................................. copyright cdg 2013 z scale:as noted 6., J STA R SECTION tI [ 1/2" 11-011 INTERIOR STAIR DETAILS LEVEL THREE ENLARGED STAIR PLAN 0 1/2" 11-011 A 3 . 14 im 4 V1111111111111 /Z im-4 C') C C'J C14 < Fou—i n ---------- 2 5 2 ----------------- 4 Ca 3 0)0 xx C14 CD (N EO C") 04 m L c r C) 000 Go 04 ca qj co E- 0=Cj 8.1k > (D 0 2) 0,M Cu CIA �CL 0) CL CL I r E § 4 M m V 0 ---------- 14 m N 36"TALL 1/2"GLASS RAILING Cr) CV) NUN C�EARANC-m 04 Lu CY) W Lu z w W W 0 1110 ILL FDO ILIJ LL UJ 771 Z— WW min 00 B V.I LLJ L0 F- z I \A CONT HANDRAIL ATTACHED TO WALL @ 36" V-10 1/411 1/211- W-211 t F- 100% PERMIT SYSTEM DOCUMENTS 7— 4'X 10"CONCRETE TREAD F 17 TREADS @ 1011 F=7�n 4"X 10"CONCRETE TREAD 00 09.20.13 SYSTEM 36"TALL 1/2"GLASS RAILING U-1 ATTACHED TO EACH TREAD WITH 4"X 8"316 GRADE STAINLESS STAINLESS STELL STANDOFFS ................................ STEEL TUBE STRINGER WITH 3"WIDE 1/2"BENT PLATE 4"X 8"316 GRADE STAINLESS STEEL TUBE STRINGER WITH SUPPORTS @ EACH TREAD 3"WIDE 1/2"BENT PLATE ................................................ SUPPORTS @ EACH TREAD 36"TALL 1/2"GLASS RAILING ----—------- t2_011 ................... ...................... date description ---------------------------------- ---------------------------------------------------------------- -- ------------------- project#: 1207 drawn by: mjf A ........... checked by: jpb ................................................................. copyright cdg 2013 Al IR SECTION STAIR SECTION scale: as noted 11-011 1/2" -011 EXTERIOR STAIR DETAILS A 3 . 15 4 5 - ----------- 4 --------------------------------- C OL 3 TO0� 1. Cf) 0 FINISH SCHEDULE DOOR SCHEDULE DOOR TYPES NO SPACE FLOOR BASE NORTH SOUTH EAST WEST CL'G FIN CL'G FINISH LEGEND MARK DOOR SIZE OPENING TYPE MATERIALS HARDWARE REMARKS REFER TO WINDOW FIN CEILING FIN CEILING FIN CEILING WALL WALL WALL WALL HT DOOR FRAME GROUP SCHEDULE RESYSTA Z CLADDING-TO MATERIALS MATCH WALL LEVEL ONE LEVEL ONE RESYSTA 1. HARD TILE PORCELAIN A101 ENTRY 11-E 15-A 16-D 16-D 16-D/22-E 16-D 24-D 16'-1 3/4" T-8 3/4"X 8'-10" A ALUM CLAD/ ALUM CLAD) ELECTRONIC LOCKING EXTERIOR DOOR IN UNILUX 321-511 2. HARD TILE CERAMIC WD&GLASS WD WINDOW SYSTEM FRAME 91-011 3. HARD TILE NATURAL ALUM CLAD/ ALUM CLAI)i A101A CLOSET 11-E 15-A 16-D 16-D 16-D 16-D 24-D 4. 3/4"HARDWOOD 2'-10"X 8'-10" J 31-211 X 91-211 B ELECTRONIC LOCKING EXTERIOR DOOR C14 WD&GLASS WD C14 5. 3/4"ENGINEERED C�l J 04 C14 r- A102 ELEVATOR 1-A 15-A 22-E 22-E 22-E 22-E PRE-FINISHED HARDWOOD 31-0"X 9l-011 C MDF EZY-JAMB FLOOR TO CEILING INTERIOR co 00 04 N 6. CARPET SWING DOOR .0 Co r 0 CO 7. VINYL TILE "o 91-010 INTERIOR SWING DOOR WITH CO C-4 A103 STUDIO 11-E 15-A 16-D 16-D 16-D 16-D 24-D 8. VINYL ROLL T-0"X 8'-0" D MDF RESYSTA r.- APPLIED RESYSTA CLADDING dw a 9. CONCRETE PAVER SYSTEM o c-i 8 C.) oig %I C 0 __%V-I X-=-----W 11 IJ L C A104 TOILET 11-E 15-A 19-A 23-A 19-A 19-A 24-D 91-01, 10. RESYSTA DECKING SYSTEM T-O"X 8'-0" D MDF RESYSTA INTERIOR SWING DOOR WITH I, , I 11. CONCRETE LL gig, APPLIED RESYSTA CLADDING L_ CD. 12. WOOD BASE IV cu .0 A A105 BREEZEWAY 11-E 15-A 16-D/23-A 16-D 24-D 91-01, 13. TILE SANITARY BASE T-O"X 8'-0" D MDF RESYSTA INTERIOR SWING DOOR WITH V-8 3/4 21-1011 14. RESILIENT BASE APPLIED RESYSTA CLADDING I A106 POOLROOM 11-E 15-A 16-D 16-D 16-D 16-D 24-D 91-011 15. FRY REGLET"J"MOLDING 3'-0"X 9'-0" T-311 X 91-011 E ALUM/GLASS ALUM FLOOR TO CEILING STAND 16. 1/2"DRYWALL SYSTEM ALONE DIRTT SWING DOOR 17. 5/8"TYPE X DRYWALL FLOOR TO CEILING DIRTT Al 07 LAUNDRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D 91-01, SYSTEM T-O"X 9'-0" 6-0 1/2"X 9'-0" F ALUM/GLASS ALUM REFER TO 18. WALL TILE ON 1/2"DRYWALL DOOR IN DIRTT WALL SYSTEM WINDOW ul) SYSTEM 3'-6"X 8'-10" G ALUM CLAD/ ALUM CLAD) ELECTRONIC LOCKING EXTERIOR DOOR IN UNILUX FIN CEILING SCHEDULE 9 19. WALL TILE ON 1/2"CEMENT WD&GLASS WD WINDOW SYSTEM FIN CEILING FIN CEILING 91 BOARD -011 ALUM CLAD/ ALUM CLAD) EXTERIOR DOOR IN UNILUX B101 BATH 10-E/11-E 15-A 19-A 19-A 19-A/23-A 19-A 25-D T-6"X 8'-10" G ELECTRONIC LOCKING CL 20. WALL COVERING ON 1/2" WD&GLASS WD WINDOW SYSTEM DRYWALL SYSTEM B102 BEDROOM1 11-E 15-A 16-D 16-D 16-D 16-D 91-011 21. SMOOTH STUCCO SYSTEM ALUM CLAD/ ALUM CLAD) EXTERIOR TWO PANEL REFER TO 24-D 16-10 1/2"X 8'-0" H E.8 22. RESYSTA CLADDING WD&GLASS WD LIFT AND SLIDE SYSTEM WINDOW 91 SYSTEM SCHEDULE -011 FLOOR TO CEILING INTERIOR B103 HALL 11-E 15-A 16-D 16-D 16-D 16-D/23-A 24-D (2)2'-0"X 9'-0" MDF EZY-JAMB 0 23. EXPOSED WALL SWING DOOR PAIR CONSTRUCTION 0 9. it B104 BEDROOM 2 11-E 15-A 16-D 16-D 16-D 16-D 24-D -0.1 24. 1/2"DRYWALL CEILING C14 J SYSTEM ZD co 91-011 25. 1/2"WATER RESISTANT FLOOR TO CEILING DIRTT B105 ENTERTAINMENT 11-E 15-A 16-D 16-D 16-D 24-D 2'-8"X 91-0" 4'-1 1/2"X 9'-0" F ALUM/GLASS ALUM DRYWALL CEILING SYSTEM DOOR IN DIRTT WALL SYSTEM 26. 1/2"EXTERIOR DRYWALL 91-01, FLOOR TO CEILING INTERIOR B106 STORAGE 11-E 15-A 16-D 16-D 16-D 16-D 24-D CEILING SYSTEM 2'-8"X 9'-0" 1 . 1. C MDF EZY-JAMB SWING DOOR 27. 5/8"TYPE X DRYWALL B107 AHU 11-E 15-A 16-D 16-D 16-D 16-D 24-D 91-011 CEILING SYSTEM 31-411 X 81-1011 J ALUM CLAD/ ALUM CLAD) ELECTRONIC LOCKING EXTERIOR DOOR IN UNILUX U 28. 3/4"HARDWOOD WD&GLASS WD WINDOW SYSTEM 31-411 29. RESYSTA CLADDING .t- SYSTEM 2'-8"X 91-011 C MDF EZY-JAMB FLOOR TO CEILING INTERIOR 30. EXPOSED CEILING SWING DOOR RESYSTA 200/7 CLADDING SYSTEM-CUT C101 GARAGE 11-E 15-A 16-D 16-D 16-D 16-D 24-D 1 l'-7 1/2"- CONSTRUCTION T-O"X 9'-0" 31-311 X 91-011 E ALUM/GLASS ALUM FLOOR TO CEILING STAND TO MATCH WIDTH OF WALL CLADDING- 12'-1 3/4" ALONE DIRTT SWING DOOR APPLIED TO SECTIONAL FLUSH PANEL 31-2 1/211 FINISHES ALUM CLAD/ ALUM - GARAGE DOOR _\ I C102 MECHANICAL 11-E 15-A 16-D 16-D 16-D 16-D 24-D VARIES 13-4-X 8'-0" K CLAD) EXTERIOR TWO PANEL %I WD&GLASS WD LIFT AND SLIDE SYSTEM % ------ A. FACTORY FINISH-REFER TO PROJECT MANUAL FOR 2'-6"X 9'-0" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR LEVEL TWO CLEANERS OR SEALERS SWING DOOR B. STAINED AND VARNISHED 91-11, FLOOR TO CEILING INTERIOR A201 LAUNDRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D C. PAINTED FINISH- 2'-6"X 9'-0" C MDF EZY-JAMB SWING DOOR TEXTURED 0 0 A202 MECHANICAL 11-E 15-A 16-D 16-D 16-D 16-D 24-D 91-111 D. PAINTED FINISH-NON Co TEXTURED 91-111 E. FIELD APPLIED SEALER A203 HALL 11-E 15-A 16-D/23-A 16-D 16-D 16-D 24-D F. EXPOSED CONSTRUCTION 16'-0"X 8'-0" L STEEL STEEL/WD SECTIONAL DOOR WITH APPLIED RESYSTA CLADDING A204 POWDER 11-E 15-A 19-E 23-A 19-E 19-E 24-D 91-11, 16'-0"X 8'-0" M STEEL STEEL/WD SECTIONAL DOOR WITH %I APPLIED RESYSTA CLADDING 1% A205 PANTRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9.-lll 2'-10 1/2"X 7--1 0" 3-2 1/2"X 8'-0" N ALUM CLAD/ ALUM CLAD, ELECTRONIC LOCKING EXTERIOR DOOR 2'-10 1/211 L CY) WD&GLASS WD I CV) C*4 A206 KITCHEN 11-E 15-A 16-D/22-E 16-D/22-E 16-D/22-E 16-D/22-E 24-D 90-111 6-0"X 8'-0" 0 STEEL STEEL/WD SECTIONAL DOOR WITH REFER TO MIRRORED z C%4 APPLIED RESYSTA CLADDING RESYSTA 200/7 CLADDING SYSTEM-CUT WINDOW Lli - co SCHEDULE-\ 0 D Lu A207 DINING 11-E 15-A 22-E 16-D 24-D 91-1 ff T-O"X 8'-0" P MDF EZY-JAMB INTERIOR SWING DOOR TO MATCH WIDTH OF WALL CLADDING- 31-1 3/411 31-411 UJI(3 =) APPLIED TO SECTIONAL FLUSH PANEL z 0 11 z Cf- A208 STAIR 4-13 15-A 16-D 16-D 16-D/22-E 16-D 24-D GARAGE DOOR ------ LJJ W 0 Lu 0 0 > _J 1 91-111 - < LL A209 LIVING 11-E 15-A 16-D 16-D/22-E 22-E 16-D 24-D wo m 18'-4 1/2" ul < A210 DECK 10-E 22-E 23-F 23-F 29-E 1 V-801 Z Lu LEVEL TWO z u 91-101 0.1 X 91-1.1 FLOOR TO CEILING INTERIOR J J < 00 A211 PLAYROOM 11-E 15-A 21-E/22-E 21-E 21-E 16-D 24-D 3'- C MDF EZY-JAMB co CS) Lln F- SWING DOOR z z z A212 PETS 11-E 15-A 19-E 19-E 19-E 19-E 24-D 91-11, T-O"X 9'-1" FLOOR TO CEILING INTERIOR C MDF EZY-JAMB SWING DOOR I? 9-11, FLOOR TO CEILING DIRTT A213 BOYS ROOM 1 11-E 15-A 16-D 21-E 16-D 16-D 24-D T-O"X 9'-1" 51-1011 X 9--1 11 F ALUM/GLASS ALUM DOOR IN DIRTT WALL SYSTEM 91 ------- A214 BOYS BATHROOM 11-E 15-A 23-A 19-E 19-E 19-E 25-D -111 (��5A T-O"X 9'-1" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR 'IF 1% SWING DOOR LT-9 3/4" 21-811 A215 SHOWER 11-E 15-A 19-E 19-E 19-E 19-E 25-D 91-111 T-6"X 8--1 1" Q ALUM CLAD/ ALUM CLAD) EXTERIOR DOOR IN UNILUX 1 100% PERMIT 91 WD&GLASS WD WINDOW SYSTEM UMENTS A216 BOYS ROOM 2 11-E 15-A 16-D 21-E 16-D 21-E 24-D -11, T-6"X 8'-11" Q ALUM CLAD/ ALUM CLAD) EXTERIOR DOOR IN UNILUX WD&GLASSI WD WINDOW SYSTEM REFER TO 09.20.13 A217 BOYS HALL 11-E 15-A 16-D 23-A 16-D 16-D 24-D -111 2'-9 3/4"X 8'-11 3-'l 3/4"X 8'-3" R ALUM CLAD/ ALUM CLAD) ELECTRONIC LOCKING EXTERIOR DOOR WINDOW IVVD&GLASS WD SCHEDULE REFER TO 2'-8"X 4'-0" S ALUM CLAD/ ALUM CLADi EXTERIOR DOG DOOR WINDOW WD WD SCHEDULE ................... ............... .......... ALUM CLAD) LEVEL THREE T-O"X 8'-0" 3-'41-X 9--1 T 4LUM/GLASS WD EXTERIOR DOOR 1 11 x 91-1 0 A301 STAIR 4-13 15-A 16-D 16-D 16-D/22-E 16-D 24-D 4'-1 U MDF SLIDING BARN DOOR IN CEILING MOUNTED TRACK ........... A302 ROOF DECK 10-E 23-F 23-F 23-F T-5 3/4"X 9'-1 U MDF SLIDING BARN DOOR IN J CEILING MOUNTED TRACK A303 WALKWAY 4-13 15-A 16-D 16-D 16-D-22-E 24-D 81-011 FLOOR TO CEILING DIRTT 2'-8"X 9'-1 6-9 1/2"X 9'-1 F 4LUM/GLASS ALUM ............ ................- DOOR IN DIRTT WALL SYSTEM FRAMELESS SHOWER DOOR ..........4 .......................................... A304 STUDY 4-13 15-A 16-D 16-D 16-D 24-D 91-811 2'-611 X 9'-1 v ALUM/GLASS SYSTEM 1% 1, date description A305 MECHANICAL 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" 4'-11"X9'-l" U MDF SLIDING BARN DOOR IN A306 SHOWER I-A 15-A 19-A 19-A 19-A 25-D 9f-211 I - I , CEILING MOUNTED TRACK .11,project 11# 1,2,0,7 LEVEL THREE drawn by: mjf A307 TOILET 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" T-O"X 6'-1 1 W ALUM CLAD/ ALUM CLAD) EXTERIOR DOOR IN UNILUX J WD&GLASS WD WINDOW SYSTEM checked by: jpb A308 MASTER BATH 1-A 15-A 16-D 16-D 19-E 19-A 24-D 91-211 T-O"X 8'-0" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR ............................. SWING DOOR copyright cdg 2013 A309 WARDROBE 4-13 15-A 16-D 16-D 16-D 16-D 24-D 91-811 (2)3-0"X 9'-8" MDF EZY-JAMB FLOOR TO CEILING INTERIOR SWING DOOR PAIR sca e: as noted A310 MASTER BED 4-13 15-A 16-D 16-D 16-D 16-D 24-D 91-811 2'-8"X 9'-8" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR SWING DOOR A311 MASTER DECK 10-E 22-E 22-E 22-E 22-E 29-E VARIES 31-011 X 91-611 X ALUM CLAD/ ALUM CLADi EXTERIOR DOOR IN UNILUX WD&GLASSI WD WINDOW SYSTEM FINISH, DOOR, 31-0-1 X 91-6" X ALUM CLA%ALUM CLAD) EXTERIOR DOOR IN UNILUX SCHEDULES WD&GLASS WD WINDOW SYSTEM ..................... 0 E rF- jT TH NG TH N]G L WIND SCHE F Cl IN R D]R 0 P' 00 DO 0: �UV E 9.2C ............................. ..................... date de A Run - ----------- 1: 6 . 0 1 3 4 ------------------------------------ ---------- --------------------—--------- ----------------- - - - --------------------------- ---------- 4 ALLOW FOR 3/4"R.O. 111-10 1/211 @ EACH SIDE,TOP AND 61-211 91-10 1/211 51-1011 171-4 1/211 C 0. 7 REFER TO DOOR BOTTOM - REFER TO DOOR 3 WINDOW SCHEDULE SCHEDULE SC EDULE-\ 002 ------- -------------------- ALLOW FOR 3/4"R.O. CD @ EACH SIDE,TOP AND DOOR DOOR J BOTTOM ff C*4 MARK WINDOW SIZE ROUGH OPENING TYPE REMARKS v ------- --------- 21-211 71-8 1/211 EQUAL EQUAL EQUAL 11 10 1/2"x 9'-2" 12'-0"X 9'-3 1/2" 1 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR y 0 TO C4 0 UNIT DEPTH FROM C/0 TO C/L J ALLOW FOR 3/4"R.O. EXTERIOR GLAZING TO ALLOW FOR 3/4"R.O. 6'-2"X 9'-2" 6-3 1/2"X 9'-3 1/2" 2 ALUMINUM CLAD WOOD WINDOW SYSTEM REAR OF VERTICAL POST IS @ EACH SIDE,TOP AND @ EACH SIDE,TOP AND J 8 1/2"-BOTTOM ANDTOP BOTTOM BOTTOM 3 ALUMINUM CLAD WOOD WINDOW SYSTEM HORIZONTAL POSTS AR 1 U-10"X 2'-7 1/2" E 9'-10 1/2"X 2'-6" 1/16"SMALLER IN DEPTH 1 0 D 6-10"X 9'-2" 6'-0"X 9'-3 1/2" 4 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR FIN FLOOR �J W N 17'-4 1/2"X 2'-6" 17'-6" 0 EQUAL EQUAL C%J 0 X 2'-7 1/2" 5 ALUMINUM CLAD WOOD WINDOW SYSTEM 31-8 3/411 1 EQUAL EQUAL kc)l ALLOW FOR 3/4"R.O. v 'Cn' 11- *TI 11 1 T lfl I ALLOW FOR 1"R.O. THIS SIDE,TOP AND 04 EACH SIDE AND 3/4"R.O. BOTTOM 10'-10 1/4"X 9'-2" 1 l'-113/4"X 9'-3 1/2" 6 ALUMINUM CLAD WOOD WINDOW SYSTEM @ Ch"o CA C) TOP AND BOTTOM 0 00 co 00 CN 1 V-10 1/4"X 9'-2" 12'-0"X 9'-3 1/2" 7 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR CR a c>=N 8 C) >'W 0!R C 04 UNIT DEPTH FROM EXTERIOR GLAZING 0 :'0 3'-2"X 9'-2" T-3 1/4"X 9'-3 1/2" 8 ALUMINUM CLAD WOOD WINDOW SYSTEM V TO REAR OF VERTICAL POST IS 8 1/2"- 08-C- 0 C> = -8 BOTTOM AND TOP HORIZONTAL POSTS cu . ma 4j i6- 71-8"X 9'-2" 7'-9 1/2"X 9'-3 1/2" 9 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOWS 111-10 1/411 111-10 1/411 ARE 1/16"SMALLER IN DEPTH - 01 '01 ALLOW FOR 1"R.O. 2'-7 1/2"X 9'-2" 2'-9"X 9'-3 1/2" 10 ALUMINUM CLAD WOOD WINDOW SYSTEM THIS S5 71-8117 z-7 1/211 ——————---——————— -———— —————- ————— ------ ———— —— ——— ———— 777 10'-8"X 9'-2" 10'-10"X 9'-2" 11 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR LO ___66®R ' REFER TO DOOR 14'-0"X 91-211 14'-211 X 9'-211 12 ALUMINUM CLAD WOOD WINDOW SYSTEM SCHEDULE 2'-7 1/2"X 9'-2" 2'-9"X 9'-3 1/2" 13 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW (D C*4 C� C� EB C� I , I 2'-7 1/2"X 9'-2" 2'-9"X 9'-3 1/2" 14 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW J R.- R , cz ALLOW FOR 3/4"R.O. 0 A A THIS SIDE,TOP AND I l'-10 1/2"X 9'-3" 12'-0"X 9'-4 1/2" 15 ALUMINUM CLAD WOOD WINDOW SYSTEM BOTTOM r F kJ X 6'-l" 1 l'-6"X 6-2 1/2" 16 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOWS THESE PANELS ARE TO cf') C) 0 1 l'-4 1/2 MATCH UNIT"D" FIN FLOOR 14'-6 1/4"X 2'-0" 14'-8"X 2'-1 1/2" 17 ALUMINUM CLAD WOOD WINDOW SYSTEM pUALIEQUAL ALLOW FOR 3/4"R.O. 72 7. ". ALLOW FOR 3/4"R.O. ALLOW FOR 3/4"R.O. EQUAL EQUAL EQUAL EQUAL EQUAL Ql lfl I I I i iQ THIS SIDE,TOP AN THIS SIDE,TOP AND @ EACH SIDE,TOP AND 17'-6 1/4"X 1 l'-8" 17'-9 3/4"X 1 l'-9 1/2" 18 ALUMINUM CLAD WOOD WINDOW SYSTEM In In _CLEAR_ BOTTOM BOTTOM BOTTOM ALLOW FOR 1 R.O. C 23'-9"X ll'-8" 23'-11"X 1 l'-9 1/2" 19 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOORS THIS SIDE DOW SYSTEM 16'-1 13/4"X 9'-3" 17'-1 1/4"X 9'-4 1/2" 20 ALUMINUM CLAD WOOD WIN 2'-7 1/2"X 9'-3" 2'-9"X 9'-4 1/2" 21 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW ALLOW FOR 3/4"R.O. ALLOW FOR 3/4"R.O. ALLOW FOR 3/4"R.O. ALLOW FOR 3/4"R.O. @ TOP AND BOTTOM @ TOP AND BOTTOM @ EACH SIDE,TOP AND @ EACH SIDE,TOP AND T-1 1/2"X 9'-11/4" 3'-3 1/2"X 9'-1 3/4" 22 ALUMINUM CLAD VINYL WINDOW SYSTEM 101-811 It 11 141-011 T-7 1/211 T-7 1/211 BOTTOM _\�t-10 1/211 BOTTOM -\111-4 1/211 T-1 1/2"X 9'-1 1/4" 3'-3 1/2"X 9'-13/4" 23 ALUMINUM CLAD VINYL WINDOW SYSTEM - ----- - ----------- --- %] DOOR 2'-7 1/2"X 9'-3" 2'-9"X 9'-4 1/2" 24 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW REFER TO 12'-4"X 21-1 12'-6"X 21'-2 1/2" 25 ALUMINUM CLAD WOOD WINDOW SYSTEM DOOR SCHEDULE-\ C4 7'-811 X 91-3" T-9 1/2"X 9'-4 1/2" 26 ALUMINUM CLAD WOOD WINDOW SYSTEM J J J %.'4% I I 11'-1 0 1/2"X 9'-1 0" 12'-0"X 9'-111/2" 27 ALUMINUM CLAD WOOD WINDOW SYSTEM -- ------ EQUAL EQUAL EQUA _J 51-01'X 71-1 5'-1 1/2"X 7'-2 1/211 28 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR AND OPERABLE WINDOW J 14, 04 C) C14 0 z 04 231-911 X 51-51' 23'-11"X 6-6 1/2" 29 ALUMINUM CLAD WOOD WINDOW SYSTEM FIN FLOOR L CY) ------ -- ------ ---------------------- 31 A-- UJ < 30 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOORS L10"I 3'-4" 1 EQUAL I EQUAL EQUAL EQUAL � EQUAL I EQUAL r r W FOR 3/4"R.O. 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RESYSTA CLADDING SYSTEM cr) date description - PROFILE RES010612- PLACEMENT OF SYSTEM IS SUSPENDED METAL TO LINE UP WITH THE J FRY REGLET"J" MOLDING LIQUID APPLIED C14 WATERPROOFING SYSTEM 1/2'DRYWALL CEILING FURRING CHANNEL SYSTEM EXTERIOR CLADDING SYSTEM project#: 1207 16" INSULATED CONCRETE FORM 01 ......................... 1/2" PLYWD- PTD BLACK FLOOR SYSTEM- REFER TO RESYSTA CLADDING SYSTEM drawn by: mjf WD SPLINE AR REQ'D- REFER =_ %.. %. 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CONCEALED RESYSTA CLADDING SYSTEM SLOPE @ 1'4" OC PROFILE RES010612 PLASTER STOP- GUTTER SYSTEM project#: 1207 1/2" PLYWD SHEATHING : ' ' , 1 4 ....... PORCELAIN TILE FACADE >< VINYL CORP 6678L 4 41 '. CLADDING SYSTEM ON 2X4 WOOD FRAMING @ drawn by: mjf 2X4 PT WOOD FURRING -4 2'-0"OC MORTAR 2X4 PT WOOD FURRING A 1% - STRIPS @ 1'-4" OC 4 2X4 PT WOOD FURRING "I che I cke I d by: j,p,b WD SPLINE AR REQ'D- REFER 4D/ ....... 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CAP FLASHING STRUCTURAL 10 1/4" STRUCTURAL INSULATED I J LINSULATED ROOF PANEL SYSTEM -REFER 2X4 WOOD FRAMING @ 10 1/4" STRUCTURA __�g >< ROOF PANEL SYSTEM- REFER TO STRUCTURAL 2'-0" OC TO STRUCTURAL 1/2" PLYWD SHEATHING RESYSTA DECKING SYSTEM - LIQUID APPLIED PROFILE RES010612 1X2 WD BLOCKING WATERPROOFING SYSTEM FLASHING AS REQ'D 16" INSULATED CONCRETE 1/2" PLYWD SHEATHING WD SPLINE AR REQ'D - REFER . 4< FORM FLOOR SYSTEM - LIQUID APPLIED ROOF TO STRUCTURAL PORCELAIN TILE FACADE Cm C� D REFER TO STRUCTURAL WD SPLINE AR REQ'D- REFER WATERPROOFING SYSTEM N CLADDING SYSTEM ON N E rc TO STRUCTURAL LATED CONT 2X WD BLOCKING Cd �CCq4 -:611 MORTAR 10 1/4"STRUCTURAL INSUI 2X4 WOOD FRAMING @ 11 0 Cn 2 01 - ROOF PANEL SYSTEM - REFER 1/2" PLYWD SHEATHING L. 0 � 1 - 4 1/4" CEMENT BACKER 0 T age 4 . 2X4 WOOD FRAMING @ 2'-0" OC BOARD TO STRUCTURAL m ma CSi8 2'-0" OC 0.5; -1 I&L-,--------- -------- c C4 RESYSTA CONCEALED CLIP LIQUID APPLIED WATERPROOFING LIQUID APPLIED .1.4 8 JOR C 2X4 PT WOOD FURRING WATERPROOFING SYSTEM 0 AND SCREW FASTENING SYSTEM C: C.5 SYSTEM STRIPS @ 1'4' OC Cu 1/4"CEMENT BACKER 2X12 WD FRAMING 1-4-OC BOARD —---- 11 1/411 7i4- LIQUID APPLIED PORCELAIN TILE FACADE WATERPROOFING SYSTEM CLADDING SYSTEM ON 1/2" PLYWD SHEATHING 1/2" PLYWD SHEATHING RESYSTA CLADDING SYSTEM MORTAR PROFILE RES010612 LIQUID APPLIED 2X4 WOOD FRAMING @ WATERPROOFING SYSTEM 2'-0"OC FRAMED PARAPET AND WINDOW V _L" r CEILING DETAIL E 8 RESYSTA C4 ! 11 1-091 (TYPICAL @ DOUBLE HEIGHT WINDOW AND OVERHANG) Rl- RESYSTA CEILING DETAIL 1 1�/2 1 m 1 11 1 OL CEILING) VL -011 (TYPICAL PO @ 1 1/2 1 0 C1 -011 (TYPICAL POOL CEILING) 1 1/2 1 EXTERIOR FACE OF LINE OF WAGNER COMPANIES DRY SIP WALL SYSTEM 511 GLAZE 1/2" GLASS RAILING 2X PT WOOD SLEEPER 01 4' OC-EXTEND WD FLOORING REFER TO FIN SYSTEM W/SATIN STAINLESS SYSTEM @ 1' SCHED U-CHANNEL TOP RAIL AND TO SHEATHING 411 PVCINSERT 3/4"T&G PLYWOOD PLASTER STOP - ISTS- RESYSTA DECKING SYSTEM - 2X WOOD FLOOR JO VINYL CORP 6678L REFER TO STRUCTURAL PROFILE RES010612 E STAINLESS C 316 GRAD STEEL CONT. CONCEALED 797 Tz GUTTER SYSTEM HING 1/2" PLYWD SHEAT u CL 17T LANDSCAPE FABRIC 11 1/411 1 31-7 1/411 UNILUX FENSTER AND TUREN — / I I ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM 8 1/4" STRUCTURAL INSULATED ROOF/DECK PANEL SYSTEM -REFER TO STRUCTURAL J I LVIL BEAM REFER TO co cr) STRUCTURAL z C14 W cr) 2X4 WOOD FRAMING @ W < 2'-0" OC C) z I 2X4 WOOD FRAMING 2'-0"OC z W WO wo 1/2" DRYWALL CEILING I _J 0W <� U- SYSTEM 1/2" DRYWALL CEILING E5, 0 SYSTEM L) uJ U_ Lu WALKWAY DETAIL Z_ W (TYPICAL WALKWAY TO MASTER BEDROOM) z�e Co 1-011 0 11/2 1 1 co I L W LO MASTER BEDROOM BALCONY DETA z Z z B4 11/211 if-On (TYPICAL @ SIP ROOF AND RESYSTA DECK) RESYSTA DECKING SYSTEM - WALK ON TRAY COVER 100% PERMIT PROFILE RES010612 DOCUMENTS CONT STAINLESS STEEL -4 1/2" 3 1/2" 2' ANGLE WELDED TO WALK ON 09.20.13 TRAY PT 2X8 PRECAST CONCRETE RESYSTA FPS 7020 -------------- CONCRETE CURB C14 APPROX GRADE ---------4- A WATER LINE 4 ----------- 10. 4e. :4 4 4 —------- TANNING SHELF date description N, --------- ------ -------& 4 1207 project#: 4 4 4"X411 DOWNSPOUT FROM ----------____------ ........... CONCEALED GUTTER drawn by: mjf X� SYSTEM @ MASTER checked by: jpb PT2X12 BEDRROM BALCONY ABOVE- x 4 .4 OTHER SIDE OF TYPICAL-@ copyright cdg 2013 A BALCONY A POOLCOVER 1'-7 1/2" .. I * I - scale:as noted 1/2 PVC DRAINAGE 4 I-ARGE SCALE DETAILS EALED DOWNSPOUT DETAIL (TYPICAL PLAYROOM A21 1) POOL COVER HOUSING DETAIL A 9 , 03 11/2 1 -Off (TYPICAL EASTERN POOL EDGE) ----—-------- 4 ---------------------------------------------- ---- ---------------- 2 4 STEP 5:APPLY CAULK UNDER FLANGES- EXCEPT C CL 3 FOR THE SILL FLANGE 1102 STEP 6: INSTALL THE WINDOW STEP 9: INSTALL THE HEAD METAL FLASHING INTO THE STEP 7:APPLY EXOAIR DUO LIQUID APPLIED MEMBRANE AIRTIGHT . . . WATERPROOFING SYSTEM - BREATHABLE SEAL WITH AND APPLY CAULK TO THE STEP 1: APPLY EXOAIR DUO THE MESH TO THE TOP METAL EDGE EXTE MEMBRANE AIRTIGHT RIOR WINDOW FRAME BREATHABLE SEAL WITH ON THE HEAD AND JAMBS THE MESH TO THE INTERIOR SILL WINDOW STEP 8:APPLY LI ID FRAME, EXTEND ONTO THE APPLIED WAT FING JAMB VERTICALLY 3" EACH SYSTEP R MESH SIDE MEMB E TEM 40 04 E C4 STEP 2: APPLY LIQUID so 60 CD APPLIED WATERPROOFING =0 CM TO THE BUILDING g 6 16 0=c� 8 ENVELOPE AND THE 0 A 0 INTERIOR EDGE OF THE r- 0 a)2,4, 0.r- r- WINDOW JAMBS, SILL, AND C: 21'"s 3(m — 8 1 HEAD STEP 3: APPLY CAULK AT SILL AND AND HEAD CORNERS STEP 4: APPLY IMPREGNATED m COMPRESSED TAPE E.— SEALANT FROM CORNER TO CORNER ON SILL, JAMBS, AND HEADER .7 C WINDOW FLASHING DETAIL -1 WINDOW FLASHING DETAIL -2 WINDOW FLASHING DETAIL -3 to 1-011 If = 1-011 11 = 1-011 11/2 = 1 (TYPICAL ALL WINDOWS) 11/2 1 (TYPICAL @ ALL WINDOWS) 11/2 1 (TYPICAL ALL WINDOWS) LANDSCAPE FABRIC 8 1/4"STRUCTURAL INSULATED LIQUID APPLIED RESYSTA CONCEALED CLIP WALL PANEL SYSTEM - REFER WATERPROOFING SYSTEM AND SCREW FASTENING TO STRUCTURAL 11 INSULATED CONCRETE 8 1/4" STRUCTURAL INSULATED 1/4"CEMENT BACKER SYSTEM FORM WALL SYSTEM - REFER TO WALL PANEL SYSTEM - REFER BOARD 8 1/4"STRUCTURAL INSULATED STRUCTURAL TO STRUCTURAL WALL PANEL SYSTEM - REFER TO STRUCTURAL RESYSTA CLADDING SYSTEM LIQUID APPLIED HEADER- REFER TO STRUCTURAL PORCELAIN TILE FACADE PROFILE RES010612 lo/ WATERPROOFING SYSTEM A FURRING CHANNEL SYSTEM 2X WD BLOCKING 2'-0" FLOOR TRUSS SYSTEM COMPRESSED TAPE CLADDING SYSTEM ON HEADER REFER TO STRUCTURAL SUSPENDED METAL IMPREGNATED IMPREGNATED REFER TO STRUCTURAL MORTAR 2X4 PT WOOD FURRING SEALANT COMPRESSED TAPE WINDOW SCHEDULE '4"OC RO DIMENSION - REFER TO SEALANT STRIPS @ 1 LIQUID APPLIED oo cr') LIQUID APPLIED WATERPROOFING SYSTEM SUSPENDED METAL L ----------- WATERPROOFING SYSTEM FURRING CHANNEL SYSTEM HEADER- REFER TO STRUCTURAL M 04 C14 1/2" DRYWALL CEILING 1/2" DRYWALL CEILING PLASTER STOP- PLASTER STOP- RESYSTA TRIM AROUND W Cf) SYSTEM /11 0 Z) W PLASTER STOP- SYSTEM VINYL CORP 6678L VINYL CORP 6678L WINDOWS-PROFILE z WC3 =) !-� loll VINYL CORP 6678L APPLIED TO BACKER FPS 7020 z 0� 3/411 UNILUX FENSTER AND BOARD 1/2" DRYWALL CEILING W WO uJ 0 SYSTEM 0 u- UN0. IN TUREN ALUMINUM CLAD IMPREGNATED IMPREGNATED W <� � \-- DIMENSION IS FROM WOOD IMPACT WINDOW U)02Y WINDOW T Y P IS COMPRESSED TAPE COMPRESSED TAPE LU LjL LLj W EXTERIOR GLASS TO FACE SYSTEM SEALANT SEALANT z 2 W UNILUX FENSTER AND OF STRUCTURE -TYPICAL UNILUX FENSTER AND UNILUX FENSTER AND z ca TUREN ALUMINUM CLAD TUREN ALUMINUM CLAD TUREN ALUMINUM CLAD W cl*-c) B WOOD IMPACT WINDOW WOOD IMPACT WINDOW WOOD IMPACT WINDOW LO z z SYSTEM SYSTEM SYSTEM z WINDOW HEAD DETAIL WINDOW HEAD DETAIL nn WINDOW HEAD DETAIL nr WINDOW HEAD DETAIL VV 1-011 It 9-011 Du of 1-011 1-011 if 1 (TYPICAL @ ALL WINDOWS IN SIP AND TILE) 11/2 1 (TYPICAL @ ALL WINDOWS IN RESYSTA) &11412 = 1 (TYPICAL @ ALL WINDOWS IN ICF AND STUCCO SOFFIT) 11/2 (TYPICAL @ ALL WINDOWS IN SIP AND STUCCO SOFFIT) 11/2 100% PERMIT PORCELAIN TILE FACADE RESYSTA CLADDING SYSTEM DOCUMENTS LIQUID APPLIED PLASTER STOP- CLADDING SYSTEM ON - PROFILE RES010612 WATERPROOFING SYSTEM VINYL CORP 6678L MORTAR 09.20.13 PLASTER STOP- APPLIED TO BACKER 1/4"CEMENT BACKER 2X4 PT WOOD FURRING UNILUX FENSTER AND BOARD VINYL CORP 6678L PLASTER STOP- TUREN ALUMINUM CLAD IMPREGNATED BOARD STRIPS @ 1'-4" OC -7- VINYL CORP 6678L WOOD IMPACT WINDOW COMPRESSED TAPE LIQUID APPLIED RESYSTA TRIM AROUND z SYSTEM SEALANT WATERPROOFING SYSTEM WINDOWS - PROFILE LANDSCAPE FABRIC ....................................... ............ FPS 7020 LIQUID APPLIED 8 1/4" STRUCTURAL INSULATED WALL PANEL SYSTEM -REFER LIQUID APPLIED WATERPROOFING SYSTEM TO STRUCTURAL WATERPROOFING SYSTEM 8 1/4"STRUCTURAL INSULATED WALL PANEL SYSTEM - REFER IMPREGNATED TO STRUCTURAL COMPRESSED TAPE ts4f ----- ------------ 8 1/4"STRUCTURAL INSULATED SEALANT date description 2X WD BLOCKING 11" INSULATED CONCRETE COMPRESSED TAPE 1/2" D.RYWALL SYSTEM IMPREGNATED project#: 1207 ----------- UNILUXFENSTER AND SEALANT 1-1111-11111..............."I'l""I'll",�'ll,��,,�ll,",.","-,,.,"",'ll""I'llI.......... FORM WALL SYSTEM - REFER TO 2X8 WD JAMB COMPRESSED TAPE 2X8 WD JAMB TUREN ALUMINUM CLAD drawn by: mjf STRUCTURAL UNILUX FENSTER AND SEALANT A WOOD IMPACT WINDOW 1/2" DRYWALL SYSTEM TUREN ALUMINUM CLAD 1/2" DRYWALL SYSTEM checked by: jpb SYSTEM 1/2" DRYWALL SYSTEM .............................. WOOD IMPACT WINDOW FRY REGLET- DRML-100 SYSTEM copyright cdg 2013 scale:as noted WINDOW JAMB DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL LARGE SCALE AE V V A2 -011 to 11-011 (TYPICAL @ ALL WINDOWS IN SIP AND STUCCO) 11 1 1-011 (TYPICAL @ ALL WINDOWS IN SIPAND TILE) 11/2 If 1-011 DETAILS &11412 1 (TYPICAL ALL WINDOWS IN ICF AND STUCCO) 11/2 11/2 1 (TYPICAL @ ALL WINDOWS IN RESYSTA) A 9 , 04 -------------- -------------------------------------------- 2 4 5 I � I . I I I . I . � : . I . . . . I I . � I I I -_ .1 iiiiiiiiiiiiiii-iiiiiiillillillillillillilliillillillilI 1 ----------- -----------------------------------mnmmmmommmosommomom —---------I 10----m- 2 --- - ------- ---------------- --- - ----- -00m 3 ----------- --- -------------- � -------------------------------------------------------� - ! �------111111111111111� � I I � 1 4 mmxmmm� ----------------------- 5 —,-- — � � ! � i � i : C a i i 1 1 . 3 1 �� i - 0 i I I I I I I I I � 2LO ! 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ALL LIGHTING SWITCH LEGS ON DIMMER LL wo P CONTROLS UNLESS FLOURESCENT W LL W 0� D WATERPROOF RECESSED LED LIGHTS Z— uJ W $3 3-WAY SWITCH, 48" A.F.F. T WALL MOUNT RECESSED LIGHT ALL LIGHTING SWITCH LEGS ON DIMMER CONTROLS UNLESS FLOURESCENT <C) co LO EXHAUSTFAN W I z z B DISCONNECT TELEPHONE WALL OUTLET FEWEEME CABLE TELEVISION MODEM WALL OUTLET 5 T LED LIGHT (WALL MTD.) DUPLEX CONVENIENCE OUTLET, 18" A.F.F. O(T EXTERIOR RECESSED LED LIGHTS ------ to LOI J3 �3 100% PERMIT --------------- DOCUMENTS NOTE: OUTLETS SHO ARE LOCATED PER is AHU 14 09.20.13 OWNER REQUES - PROVIDE ALL OTHER OUTLETS PER COD EQUIREMENT vrgia i()rhT10fd W1 ------------- - N OWNER \/DW 1 91 9 ............... 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Ox date description TQWAIN EXTERIOR CONTROL SWITCH- VERIFY LOCATION W/ F qFq OWNER m 1pglq�glg igg g� --r- project#: 1207 ........................... drawn by: mjf ---"I'll—............-'-11111111111111-............................... A checked by: jpb copyright cdg 2013 scale: as noted A A SECOND FLOOR LIGHTING AND ELECTRICAL PLAN LEVEL TWO 1/4" 11-011 LIGHTING PLAN PROJECT NORTH E 1 . 02 -r'\4D ------------- -- ---------------- 2 4 ------------- ------------ ------------------ ---------- - —----- - ------------- 4 C 4 [ 1-1 T J111 :3 c(N4 E rO, -6-0 CC.4 0 U) 21-1) zu .. . . . . LL11 I I I I I I I (D cog C-0 .......... 0 ap d(O M 0 (D vo 140- 05 ED Cu M im,-;j W 'A"'E[ Hi)T P RE--A[Rl� 'A-IC q TJB-V:R1 FY LO, A qD RE QL IRIM N1 S - - ------ - - - ------- - - - .......... CIO - - - ------ - - - - z Z 2. T D K IAII I E(TI:RI)R C)N TR1)L 3"IT(H V ER IFY LC CA riC N 1/ 0 OMER C 01 3 3 �3 ELEVATOR: .......... .......... ...........-...... POWER TELEPHONE ANDCOVERED ............ ............................................. ILIGHT PER MANUFACTURER'S SPECIFICATIONS DUPLEX CONVENIENCE OUTLET, COUNTER Ui;Z TO SWITCH z z z z FLUORESCENT (SURFACE MTD.) BELOW TO SWITCH HEIGHT-VERIFY HT. BELOW z z -0 U STP IR < CEILING FAN z : z TO�VER DUPLEX CONVENIENCE OUTLET, GROUND GF1 -IGI iTINC FAULT INTERRUPTED r11 BIG ASS FAN DUPLEX CONVENIENCE OUTLET, GROUND GF1 FAULT INTERRUPTED, VERIFY HT. C) SPECIFIC EQUIPMENT POWER SUPPLY INCANDESCENT LIGHT (WALL MTD.) VERIFY REQUIREMENTS CV) Of) N SMOKE DETECTOR Z N INCANDESCENT LIGHT (SURFACE MTD.) W CY) LLJ < SINGLE POLE SWITCH, 48" A.F.F. ................ QED RECESSED LED LIGHTS Z ui CY END z it ALL LIGHTING SWITCH LEGS ON DIMMER WP W wo wo CONTROLS UNLESS FLOURESCENT > _J QED WATERPROOF RECESSED LED LIGHTS $3 3-WAY SWITCH, 48"A.F.F. (r)0 3f WALL MOUNT RECESSED LIGHT ALL LIGHTING SWITCH LEGS ON DIMMER W U z z z - WW < EXHAUSTFAN CONTROLS UNLESS FLOURESCENT W Z– W W Im DISCONNECT z TELEPHONE WALL OUTLET 00 Lo II.- 3 CABLE TELEVISION It MODEM WALL OUTLET (:JXT LED LIGHT (WALL MTD.) z =Q DUPLEX CONVENIENCE OUTLET, 18"A.F.F. (SKT EXTERIOR RECESSED LED LIGHTS I(DD K 3 t3 14$3$3 NOTE: OUTLETS SHOWN ARE LOCATED PER 100% PERMIT OWNER REQUEST- PROVIDE ALL OTHER AHU u i"OA DOCUMENTS OUTLETS PER CODE REQUIREMENT 0\ 09.20.13 ----- ------------- /0 ................................................................................ 4 ..............- to 01 JCI:AL ED TE LE(IS O� )CI!EE N I VII H F�7h 01 E )PI:NE R-VE R11'Y .......... I IE(IL11i REI AE1 JS 3 ---------- $3S3 _$3 -'13 d a't'e.......... d-e-s-c-ri-pti I on ............. project#: 1207 A drawn by: mjf checked by: jpb copyright cdg 2013 scale:as noted THIRD FLOOR LIGHTING AND ELECTRICAL PLAN 1/411 11-011 LEVEL THREE LIGHTING AND ELECTRICAL PLAN PROJECT NORTH -70 1! E 1 , 03 2 ............... 4 -------------- -------------- ------------- DESIGN CRITERIA ----------- DESIGN CODE: ROOF COVE ING SPECIFICATIONS:- REINFORCED CONCRETE (CONTINUED) F THE ROOF BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. 2010 FLORIDA BUILDING CODE RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION 0 POOL AND EXTERIOR PATIO NOTES COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH or ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. LIVE LOADS: Lou Pontigo and ROOF LOADING (cd=1.25) INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST POOL DECK 50 PSF Associates, Inc. TOP CHORD LIVE LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. 420 Osceola Avenue TOP CHORD DEAD LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN ALLOWABLE UNIT STRESSES jax. Beach, Florida 32250 BOTTOM CHORD LIVE LOAD 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. CONCRETE: (PER ACI 318) BOTTOM CHORD DEAD LOAD ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED Ph. 242-0908 Fax. 241-9557 5 psf PRESSURE TREATED WOOD FRAMIN SPECIFICATIONS: SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN CONCRETE: FL:CA#8344 SO CA#3579 FLOOR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR REINFORCING, U.O.N. STRUCTURAL POOL SHELL f'c = 4000 PSI CONTACT US WITH YOUR COMMENTS FLOOR LOADING (cd=1.00) SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48$1 0.C. A STRUCTURAL SPA SHELL f'c = 4000 PSI TOP CHORD LIVE LOAD 40 psf SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH STRUCTURAL GRADE BEAMS f'c = 4000 PSI P.ION TOP CHORD DEAD LOAD NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE BOTTOM CHORD LIVE LOAD 20 psf HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. STRUCTURAL PILE CAPS f'c = 4000 PSI E S Cn 0 psf AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI BOTTOM CHORD DEAD LOAD BE STAINLESS STEEL. 5 psf SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN V-6" No.53 REINFORCMENT: ASTM A615 GRADE 60 DEFLECTION CRITERIA: PAST OUTERMOST CHAIR OR SUPPORT BAR. TIMBER FRAMED BEARING WALL NOTES: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. MAIN HOUSE PILE FOUNDATIONS: STATE F Cq FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 CRETE OR CMU SHALL BE P.T. (SEE ABOVE) AUGERCAST ANCHOR PILES % 2. PLATES IN CONTACT WITH CON FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT 0 R 8*1 3. SILL PLATE ANCHORS -Y2"x6" EPDXY ANCHORS @ 48" O.C. MAX 1) MINIMUM 14" DIAMETER 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION 2� MINIMUM TIP ELEVATION -4.5' NAVD AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL �ftNAV_ WIND LOADING- 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, UES REPORT No. 3 ADD 6-#5 w/ #3 TIES AT 12" O.C. jj......_...... 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. BASIC WIND SPEED (ASCE 7-10) -------------- 130 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4' REVISIONS IDAT�) 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. N AVID. DEP DESIGN CRITERIA: IMPORTANCE FACTOR ---------------------- 1.00 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, THE POOLAND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ROOF PITCH ---------------------------- VARIES STAINLESS STEEL STRAPS AND FASIENERS CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. BUILDING CATEGORY ----------------------- 11 SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON PAVER & POOL BACKFILL NOTES: ALL METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL. S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL EXPOSURE CATEGORY ---------------------- D PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF 1. THE CONTRACTOR SHALL BACKFILL THE POOL NTH CAUTION. THE PLUMBING SHALL ENCLOSURE CLASSIFICATION ----------------- ENCLOSED ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE STAINLESS STEEL TO MEET FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING -------------- -noN INTERNAL PRESSURE COEFFICIENT .18 THE SPECIFICATIONS OF ASTM153 OR BETTER. RECORD (EOR) EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. ��FIELID ALTERA CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES MOP TO MAKING ANY STRUCTURAL FIELD COMPONENTS & CLADDING DESIGN PRESSURES CONCRETE SLABS ON GRADE: BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF NUDIFICZAT'IONS VVHICH MAY VARY SHEATHING SPECIFICATIONS: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS THE MATERIALS MAXIMUM DENSITY. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ROOF - MINA", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING I D ALTERNATIONS MADE PRIOR TO TRIBUTARY INTERIOR LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL FIEL AREA (sf) ZONE (PSF) ED 2 GE STRIP (PSF): SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL BEING APPROVED BY LOU PONTIGO a a' = 6'-0" SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 11. WATER WANDING OR "JUKING"DOES NOT CONSTITUTE PROPER BACKFILLING ASSOCIATES MAY RESULT IN F EDGE). COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. GINEERINGG OR SPACING TO 4" O.C. WITHIN 4'-0" OF ROO ADDITIONAL ENG 10 +30.4 -33.0 +30.4 -40.7 SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): BLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE WALL - MIN. 7&", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 5'x5' GRID WITHIN 12 HOURS 111. THE CONTRACTOR IS RESPONSI 50 +27.2 -29.8 +27.2 -34.3 FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING ECT / ENGINEER AS PART OF THEIR BID PRIOR TO OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON OWNER AND LANDSCAPE ARCHIT REQUIREMENTS AT SHEARWALLS IMPLEMENTATION, INCLUDING AT A MINIMUM: DETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. 100 +25.9 -28.4 +25.9 -31.6 (1) AUGER BORING 3' MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE @ 6" O.C. EDGE & FIELD PRE-ENGINEERED SYSTEMS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL ED IN THE CONTRACT DOCUMENTS WHICH ARE DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFI CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE MASONRY SPECIFICATIONS: STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED 0 j COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, r/ H .3 NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /8 PLACED AT AN 8" ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE NOTIFY THE OWNER OR ENGINEER. I TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS w LINEAR INTERPOLATION IS PERMISSIBLE. MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE SUPPLEMENTARY POOL NOTES > 7 PLUS = PRESSURE AND MINUS = SUCTION. INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL ELECTRICAL, AND POOL DRAWINGS. < U STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION z THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE CONTAINED IN THE CONTRACT DOCUMENTS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR DESIGNED FOR EDGE STRIP PRESSURES. BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". PRE-ENGINEERED SYSTEMS SHALL INCLUDE SIPS WOOD FLOOR, WALL & ROOF SYSTEMS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR Uj DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, ALUM. & GLASS WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR RESPONSIBILITY OF THE NNDOW/DOOR MANUF./SUPPLIER & SHALL MEET ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE U E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING CONTRACT DOCUMENTS. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING WHICH SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER Uj VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REVIEW OF THE PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SUBMITTED TO THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. ENGINEER SHALL BE NOTIFIED. U 0 LU GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT GENERAL NOTES. WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. SHOP DRAWINGS: TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 00 PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY is THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS MATERIAL SPECIFICATIONS: ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY HI ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. z ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN z ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT 307 OR ASTM F 1554 GRADE 36. SHALL BE A MINIMUM OF 6". DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC Uj CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 62B-3,3.007(5)(m)(n) PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. Ln CLAY MASONRY (BRICK): I OTHER TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, RAWINGS AND THOSE OF HIS SUBCONTACTORS. EXTERIOR SHALL BE GALVANIZED. D FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. z RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO E 1/4" LARGER THAN CONCRETE SPECIFICATIONS: 0 SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL B SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY AND SHALL BE REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CONSTRUCTED IN ACCORDANCE WITH ACI 301. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF FILE Copy ::: CARTRIDGE INSTALLATION ONLY): ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS USP CIA-GEL 7000 HIGH STRENGTH EPDXY. REINFORCED CONCRETE FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE SIMPSON 'SET' EPDXY. CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. COMPRESSIVE STRENGTH REQUIRED, U.O.N. CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE REVIEWED FOR CODE COMPLIANCE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY CITY OF ATLANTIC BEACH STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 f'c=5000 PSI MANNER NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING L7pli� M AUGERCAST PILES SEE PERMITS FOR ADDITI E AL ON B WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. PILE CAPS & GRADE BEAMS f'c=4000 PSI SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS REQUIREMENTS AND CONDITIONS. AL GENERAL SLAB-ON-GRADE f'c=4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. R REVIEWEDBY. Z2*- CONTRACTOR RESPONSIBILITIM CONCRETE BEAMS & COLUMNS f'c=4000 PSI DALTE:Ie:�_.Q NOTES THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND STRUCTURAL INSOLATED PANELS (SI AND STRUCTURAL DRAWING INDEX BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF APPROVAL OF THE STRUCTURAL ENGINEER. OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DESIGN AND ENGINEERING DRAWINGS OF THE SIP WALL AND FLOOR SYSTEM (INCLUDING SPECIF SO.0 GENERAL NOTES & SPECIFICATIONS DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS GRAVITY AND LATERAL LOADS) FOR THE MAIN STRUCTURE OF THE HOME ABOVE THE THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF S1.0 FOUNDATION & GROUND FLOOR FRAMING PLAN FOLLOWS: LITE-DECK REINFORCED CONCRETE SLAB WERE PREPARED BY SIPS TEAM USA, UNDER THE MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES SUPERVISION AND ENGINEERING RESPONSIBILITY OF BARKLEY CONSULTING ENGINEERS, S1.01 FOUNDATION DETAILS T SCALE' ENSIONS FROM T SCALE AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS GRADE BEAM (TO MAIN REINF) Y SPECIFICALLY THE DELEGATED ENGINEER DOUGLAS R. BARKLEY, PE, (FL PE# 49090). THE TDHOESNEDDRAWINGS[)]IMF A OMENSION IS C S1.02 POOL FOUNDATION PLAN, SECTION & DETAILS z U7N LEAR r _ WITH ACTUAL EQUIPMENT PURCHASED. ARCH ITECT/STRU CTU RAL ENGINEER L:UNCLEAR REFER TO THE W ARCHITECTURAL DRAWNGS OR COLUMNS AND PEDESTALS (TO MAIN REINF) 211 ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION Uj CONTACT THE E.O.R. SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. SLABS ON GRADE 21P OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE S1.1 SECOND FLOOR LITE DECK FRAMING PLAN NOT GUARANTEED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD HAS REVIEWED S2.0 SE ELL 21: COND LEVEL WALL FRAMING PLAN STRUCTURAL POOL SH D PLAN NAME 2 IS S2.1 SECOND LEVEL SIPS FRAMING PLAN U -587 BEACH M(E. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, I THE SIP DRAWINGS FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND STRUCTURAL SPA SHELL r MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. 1P FOR THE DESIGN CRITERIA OF THE BASIC STRUCTURE. THE DELEGATED ENGINEEER 0 ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR GRADE BEAMS AND PILE CAPS 3 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT S3.0 THIRD LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECKED CS / KJL /LAP OMISSION. SPECIFICALLY CALLED OUT ON THE STRUCTURAL DRAWINGS. IT SHALL BE THE SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOOSE S3.1 THIRD LEVEL SIPS FRAMING PLAN ALL REINFORCEMENT RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. S4.0 STEEL FRAME ELEVATION AND DETAILS IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 10/04/13 CONTROL NO. THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. S5.0 ELEVATED FLOORS SEC11ON AND DETAILS ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. i - I S6.0 ICF GENERAL DETAILS Uj CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, n TRUSS ID. SEQUENCES, AND PROCEDURES OF CONSTRUCTION. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. STO BEAM SCHEDULE AND MISC. DETAILS 0 LPA NO. CY, AND ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND 0 CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUA CONT-12-00356 PACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND 0 SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. S SHEET REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. SO.0 REGULATIONS. SHEET,'� 1 OF13 116'-0" (SLAB EDGE DIM.) 28'-0" (SLAB EDGE DIM.) 7 .1-4 26'-0" (SLAB EDGE DIM.) 6P-Opp 50'--8" (SLAB EDGE DIM.) 5 2" 8'-8Y2 op op 16p-11$ 7 10" 1 8'-8y 8'-6" 89-611 8'-6 89-611 16'-0" PI LE TO 10-310 �E TO 16%37" CONC. COLUMN w/3-#5 Lou Pontigo and VERT. EA. SHORT Associates, I n c r- FACE, 4-#5 VERT. z r-EA. LONG FACE 420 Osceola Avenue (10 TOTAL) 0 #3 jax. Beach,Florida 32250 (A CLOSED TIES Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SO CA#3579 AT 10" OC. 10 J. T/SLAB .12 \I,"-- 4 #5@1 2"o.c TOP 4 CONTACT US WITH YOUR COMMENTS S1.01 F+_1-7.9 1 4 S1.01 to AT ALL BEAMS S1.01 to S1.01 (TYPI CAL) JNAVD % ^3 'r C �Si.01)' 71 IV18% L "T T/SLAB No. 53311 U-1 7.57] wa I 5@12"o.c TOP 0) F+1 0 #5 012 P'O.c TOP 0 r/SLAB TAT 7" REINFORCED CONCRETE L LA�D AT ALL BEAMS AT ALL BEAMS ^8 S 1/��2 10 q 44. SLAB FORMED ON FILL W/ �17.9 (TYPICAL) m (TYPICAL) \,Si.01� a- _j -..-/ I #5@12"o.c TOP A CONTINUOUS MAT OF NAVID < LIJ AT ALL BEAMS #4 0 12"o.c E.W. BOTTOM 0 L-->j LIJ r 11_� 0 2 0 V) _j F-j� 0 _j (TYPICAL) U) 0 0 1 V) 7" REINFORCED CONCRETE f 0 F�NU�X_V I DATE \_j -(D LLJ 0 SLAB FORMED ON FILL W/ 7" REINFORCED CONCRETE 10 m < 1EM _j bj L-1 A CONTINUOUS MAT OF 8 SLAB FORMED ON FILL W/ pr F_j `71 V3 SP�4 LY, SP�Nj NTINUOUS MAT OF #4 @ 12"o.c E.W. BOTTOM /J,,, T/SLA V) L, 0-- A CO B 0 0) q 1111 \�Lsl.oly #4 @ 12'po.c E.W. BOTTOM I 171 P, 0 10 LIJ e2 9" ICF WALL 00-. Ld If f FIELD ALTERA-nON m < C14 LL m V .1 21% CONTRACTOR SHALL CONTACT LOU _j w li� % U IIIHI PONTIGO&ASSOCIATES PRIOR TO 17 Lf) 1. MAKING ANY STRUCTURAL FIELD -8pp MODIFICATIONS�WHICH MAY VARY 8 71 FROM THE INTENT OF THE ORK31NAL CONSTRUCTION EXXUIVIENTS.ANY (0 24x37Y2 UNU. C( LuMNI 4" BREAKAWAY CONIC. S1.01 0 FIELD ALTERNATIONS MADE PRIOR TO I BEING APPROVED BY LOU PONTIGO a 10 - /4--#5 V T. EA. FACE L /-SLAB w/SAWCUTS @ V-5" 9 0) T/CONC. CURB ASSOCIATES MAY RESULT IN C,4 8 #3 CLOSE TIES �T -re) M ADDITIONAL ENGINEERING OR S1.01 5'-O"o.c, SEE 13/S1.01 +17.57' NAVD _U) INSPECTION FEES. S1.01 S1.01 10" Oc. 0 1�-4 0 % I e J m < _j ^7 V) n HSS 5x5XV INDICATES DIRECTION OF S1.01 STEEL COLUM14- �� -�01 12% 1 8 OUTER BARS WITHIN S1.0 T/SLAB REINFORCING MAT. SEE n FOR POOL AND 0 12/S1.01. 0 0 _0 0 00, Y f 00-%, NAVP EXTERIOR PATIO LIJ r/ U0 H -4 %J I I C) FOUNDATION PLANS - Q__)i -00 REFER TO SHEET S1.02 00 11 N Uj m FOUNDATION LEGEND .-A < A- 911 1, 0) _j 0 > 7 1 14" DIAMETER AUGERCAST PILE F ALL INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT ,H 49'-0" (SLAB EDUE DIMI) L J 0 e 10'_10" INDICATES DETAIL NUMBER M 0 3'-lllV2' 1 9" 11 11 uj \Z-0 INDICATES BUILDING AND SHEET NUMBER LJ IL GT_ INDICATES DIRECTION OF OUTER BARS WITHIN -In REINFORCING MAT. SEE 12/S1.01 _j 12x22 BREAK-AWAY CONIC. LLJ n _7:CURB TO SUPPORT WOOD 9" ICF WALL DENOTES VERTICAL CONCRETE ELEMENTS C14 1 C) LIJ U 1 DECKING, SEE DETAIL 1/S1.0 8 C-4 Lo I I 8 DENOTES 11" ICF WALLS U.O.N., SEE 2/S6.0. S1.01 S1.01 S1.01 0 CO NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. PW I 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES 1% Li h± m I �-_� r Uj pr f%-/ z % --L-T_j AND STEPS NOT SHOWN. 9'-23/8" 3. COORDINATE TOP OF SLAB NTH ARCHITECTURAL PLANS PRIOR TO L_ _J V) 10,_95/811 CONSTRUCTION 0) Ln T/SLAB - 71 10 o.c TOP EAMS 1-' F+17.9 N\�S 1.0 1 (TYPICAL JNAVD -LV1 For or 0 LLI 04 0 0 7" REINFORCED CONCRETE f 00 SLAB FORMED ON FILL W/ I %.- `t (0 Q911 _04 m A CONTINUOUS MAT OF < SP�N _j F_j #4 @ 12"o.c E.W. BOTTOM )/3 0 #5@12"o.c TOP ATALL 10 FEMA RELATED DLES.11 IGN CRITERIA BEAMS (TYP.) FOUNDATIn --L - - - - _j I A f FEMA RELATED DESIGN CRITERIA . . )k NGVD) +12.9 NAVD FEMA (BFE) - FEMA VE 13 (NGVD) + 1FT FREE BOARD = 14 F% 1% IN GROUND DEP MONUMENT NUMBER - R050 EL.+17.73' NAVD 100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) T/FINISH DECK* 8 4 FLOOR 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) 7� S1.01 BOTTOM OF PILING - -14.4 NAVD 2x8 SYP No. 2 S1.01 1 /-6" BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD FRAMING 0 16" O.C. 4" BREAKAWAY CONIC. /--l'-"3 91-23 Z-/8- 9'-23/8" 9'-2%" VE CONSTRUCTION CERTIFICATION S ATEMENTS SLAB w/SAWCUTS @ zle /8 BEEN REDUCED TO LESS THAN 8:1 RATIO (PER BURRIED MIN 12" 1 _ A q V) PLAN AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS 5'-O"o.c, SEE 13/S1.01 FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS INTO GRADE 49'-0" (SLAB EDGE DIM.) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMB-SON 6 AND TRAPPED DEBRIS. 12%22" BREAK-AWAY CONIC. CURB_,,�, z UNCLEAR REFERTO THE LU ARCHITECTURAL DR�AWWS OR T R Vo" w/4-#3 CONT. & #3 CLOSED 0" Co C FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT N�TArLTH E E 0 DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE TIES AT 12" O.C. (TYP) D PLAN NAME BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE FOUNDATION a 587 BEACH AVE. INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. ur 0 DESIGN/DRAWN/CHECKED AUGER CAST PILE FOUNDATIOR GROUND FLOOR FRAMING PLAN CS / KJL /LAP 1. FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER SCALE: 1 /4" DATE GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, LIES PROJECT No. 10/04/13 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. NOTES. RUCTURAL INFO. RELATED TO THE FOUNDATION. CONTROL NO. 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. lx4xl2"Ig KEYWAY 1 . THIS FOUNDATION PLAN ONLY CONVEYS ST Uj 12%22" BREAK--AWAY 5-0" MAXIMUM WIDTH DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE 0. TRUSSID. 11 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. CONIC. CURB w/ AT POUR BREAKS FOR GENERAL FEATURES 0-01 lx4xl2"Ig KEYED JOINT EACHPANEL (TYP) ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 10 LPA NO. 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AT 5'-0" O.C. BREAK 0 CONT-12-00356 AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH REBAR AT JOINTS SECTION A- A 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SHEET THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE S E C T 10 N 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN S1 .0 PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF SCALE: 3/411 V-0)) ACCORDANCE WITH ASTM D1557. �SHEE�T2 OF�13 E Rt 12 0 Ll 7-8. - - wwr \T' 0 LL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD ROM THE SPECIFIED LOCATION SHA 1_%�O EACH PILE F UPON COMPLETION OF THE AUGERED PILE WORK. -,-EXTEND BARS TO WITHIN 3" OF TOP OF SLAB (TYP) 7" STRUCTURAL T/PILE VARIES #5 @ 12" OC TOP CONCRETE SLAB -7- SEE PLAN 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING BEND OVER BARSV ir SUPPOR #15 @ 12" OC TOP Lou Pontigo and r EL. +1 INTO GRADE BEAM/SLAB 7.9' N A VD EL. +17.9' NAVID Ilk TOP OF SLAB TOP OFSLAB T Associates, Inc. 'i 0 K79 0 0 420 Osceola Avenue N 4 jax. Beach, Florida 32250 0 0 4 @ 12" OC EA. 1 7" STRUCTURAL I WAY. BOTTOM 2-#4 SUPPORT < #4 @ 12" OC EA. Ph. 242-0908 Fax. 241-9557 00 CONCRETE SLAB WAY. BOTTOM FL:CA#8344 SC:CA#3579 PILE CAP SEE _j lie 0 A, I _r7r; -H 0 14"0 AUGER CAST PILE ,LEL. +16.4' NAVD CONTACT US WITH YOUR COMMENTS - GRADE BEAM REINFORIC NG PLAN FOR LOCATIONS _0 w/ 6-#5 x - LONG w/ - f 1'o 'YBOTTOM OF GRADE BEAM com JSI@4p,14,�Om _j CONTINUOUS THROUGH j4EL. +15.9 NAVD . ffnA: PILE CAP, SEE SECTION V_9" IV #3 TIES @ 12" oc `I` BOTTOM OF PILE CAP ... ......:V GRADE BEAM REINFORCING, E -H PILE & 3/S1.01 0 4-#5 TOP & BOT. W/ #3 ANCHOR PILE OUTLINE OF GRADE BEAM TIES @ 12" OC No. 11 SECTION BEYOND, SEE SECTION-/ I N,,,,. 14"O AUGER CAST PILE 7-m F "k Sk 2/S1.01 PER DETAIL 1/S1.1. SEE STATE -6 % PLAN FOR LOCATION S A- 11 *6 0 2" '*t�l...0-4 3-#5 EACH WAY ABOVE PILE L 2'-6" 0 GRADE BEAM AND STRUCTURAL SLAB REVISIONS DATE) I BOT/PILE SINGLE PILE CAP AND STRUCTURAL SLAB -14.4 NAVD TYPICAL TYPICAL POOL HOUSE PILE ANCHOR PILE ELEVATION r2 -� SECTION rT--� SECTION 1\�L-V1 SCALE: 1/4" = 1'-0" �,�-o 1 SCALE: 3/4#0 11-011 SCALE: 3/401 P-Opp 1-#4 HORIZONTAL @ 48" O.C. 1\ FIELD ALTERA"IFION ALTERNATE SIDE ORIENTATION CONTRACTOR SHALL COWACT LOU 1-#4 HORIZONTAL 0 48- O.C. -7- Po 11" ICF WALL MAKING AW STRUCTURAL FIELD (PROVIDE FIRST BAR 12"± MODIFrATIONIS WHICH MAY VARY / FROM THE INTENT OF THE ORIGINAL ALTERNATE SIDE ORIENTATION ABOVE SLAB) SEE 2/S6.0 FOR 2-#4 SUPPORT REINF. cowrizucrION DOCUIVIEWS.ANY FIELD ALTERNA71ONS MADE PRIOR TO (PROVIDE FIRST BAR 12"± _\ ABOVE SLAB) #5 DOWEL BAR WITH 6" 90- #4 @ 12" OC #5 @ 12" OC #5 DOWEL BAR WITH 6" 90- 1-#4 HORIZONTAL @ 48" O.C. BEING APPROVED BY LOU PONTrGO a ASSOCIATES MAY RESULT IN 11" ICF WALL, SEE HOOK EMBEDDED 12" INTO TEMPERATURE ADDITIONAL ENGINEERING OR #5 @ 12" OC TOP W/ STD TOP W/ STD 90- BEND HOOK EMBEDDED 12" INTO ALTERNATE SIDE ORIENTATION REINFORCING GRADE BEAM, SPACE TO MATCH CONTINUITY Z- BAR (DOG LLU ) 90' BEND 2/S6.0 FOR REINF. _,---"A.,,T /1/3SPAN TOP REINFORCING GRADE BEAM, SPACE TO MATCH (PROVIDE FIRST BAR 12"± VERT. REINF. VERT. REINF. ABOVE SLAB) 1/3 SPAN TOP REINFORCING AT STEP LOCATIONS 2-#4 SUPPORT 9' NAVD 4 / A II t/I EL. +17. 'y TOP OF SLAB 11" ICF WALL All EL.+17.9' NAVD SEE 2/S6.0 FOR'-,,_,� TOP OF SLAB ------- \\.GFADE BEAM TOP REINFORCING - Z-BAR AT STEPS REINF. 0 Cp"UOUS THROUGH PILE CAP Q_ --HOOK EMBEDDED 12" INTO < >_ . #4 @ 12" Ok 7" STRUCTURAL SEE DETAIL ABOVE. 1-#5 CONT. -1 //// GRADE BEAM, SPACE TO MATCH p _j 7" STRUCTURAL EA. WAY I #4 @ 12" OC E A=. \\-n - CONCRETE SLAB VERT. REINF. I BOTTOM. CONCRETE SLAB Of C14 0 WAY. BOTTOM OUTLINE OF GRADE _j EL. +17.9' NAVD MONOLITHIC CONCRETE 0 BEAM BEYOND, SEE d4EL. +15.9' NAVD TOP OF SLAB LL GRADE BEAM, SEE PLAN-/ \ ,,LEL'. +16.4' NAVID SECTION 3/S1.01 'YBOTTOM OF PILE CAP C.) -'F'-BOT OF GRADE BEAM Uj r/ 4 X/I 4 FOR LOCATIONS V-911 GRADE BEAM TOP REINFORCING \STOP GRADE BEAM BOTTOM LD > CONTINUOUS THROUGH REINFORCING AT PILE 3011 1 GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 Of _j It! L U 11 SEE 3/S1.01 CRETE 3-#5 EACH WAY #4 @ 12" OC EA. MONOLITHIC CON EL +16.4' NAVD z ABOVE PILE WAY. BOTTOM GRADE BEAM, SEE PLAN BOTTOM OF GRADE BEAM' ly-311 FOR LOCATIONS 14"0 AUGER CAST PILE #4 @ 12" OC EA. L9 7 Uj PER DETAIL 1/S1.01. SEE WAY. BOTTOM 1 S-90p 2'-61s GRADE BEAM REINFORCING GRADE BEAM AT EDGE CONDITION PLAN FOR LOCATION U 00 SEE 3/S1.01 Uj SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM AT RECESSED SHOWER LU U SECTION K-5 -� SECTION F- 4 SECTION 1\�-o 1 SCALE: 3/4" = V-0" 1\�-o 1 SCALE: 3/4" 11-.0pp r6 SCALE: 3/4" V-0" #4 @ 12" O.C. EA. WAY. BOTTOM 7" STRUCTURAL EXTEND TOP 4)/4" CURB 2-#4 SUPPORT MONOLITHIC CONCRETE Uj #5 0 12" O.0 CONCRETE SLAB REINF. 31" w/1-#5 CONT. AND #3 #5 @ 12" OC GRADE BEAM, SEE PLAN j HAIRPIN AT 8" OC. In 8" STEP TOP W/ STD 90- BEND OR LOCATIONS CLEAR W/ STD 90- BEND MIN INTO .3 EL. +17.9' NAVD01L 10" SLAB w/#4 ADJACENT 1/3 SPAN TOP REINFORCING 2" CLEAR -, z GRADE BEAM --------- TOP OF SLAB 'f @ 12" O.C. EA. < 1 DEEP SAWCUT w/ r, Ld ELASTOMERIC SEALANT WAY. TOP & BOT 00 _j SLAB ON GRADE, 0 (0 Ll-:::: U SEE PLAN L 3" cr < EL. +16.4' NAVD + _j [.0 BOTTOM OF Z#4 @ 12" OC V 7" STRUCTURAL co If,/ f -Ei 20-0" EA. WAY. BOTTOM NOTES: GRADE BEAM CONCRETE SLAB GRADE BEAM REINFORCING, 1) PROVIDE SAWCUTS TO CREATE SEE 3/S1.01 GRADE BEAM REINFORCING, GRADE BEAM REINFORCING, APPROXIMATE 5' X 5' MAX. SQ. 6-#5 TOP & BOT. W/ #3 SEE 3/S1.01 GRADE BEAM 2) SAWCUT CONIC. SLAB WITHIN 4 TO p) TIES @ 6" OC 01 CONCRETE COVER DETAIL 12 HOURS OF CONC. PLACEMENT. GRADE BEAM WZ 8 STEP GRADE BEAM r SECTION 7 rq-%� AT EDGE CONDITION rii--� SECTION ri-3%� SAWCUT DETAIL FOUNDATION \I,.�-01 SCALE: 3/4" = V-0" 1\�-o I SCALE: 3/4" = V-0" 0�, SCALE: 3/4" = V-0" \1�-01 SCALE: 3/4" V-0" DETAILS EXTEND TOP REINF. 31" MIN INTO ADJACENT GRADE BEAM SEE PLAN SIPS WALL PANEL OUTER BARS. WHERE V) #5 @ 12"o. TOP W/ STD 90- BEND & CONNECTION TOP OF SLAB REQUIRED DO NOT SCALE DIMENSIONS FROM C/ 1/3 SPAN TOP REINFORCING 4jjTdO jPO F. A BY OTHERS z THESE DRAWINGS.IF A DIMENSION 6 pniql- A UNCLEAR REFER TO THE C14% 9)/2" CURB POURED f 1A UJ ARCHITECTURAL DRAWINGS OR 35 1-#5 CONT. 0 CONTACT THE EoR ONOLITHICALLY WITH SLAB ;LANAINAME U BE r 58 CH AVE. 4 Uj EL. +17.9' NAVD 2" CLR _j -- ---41 0 DESIGN/DRAWN/CHECKED M 2-#4 SUPPORTY 4 .0 '@a Q -1 TOP OF SLAB 2 LAYERS OF CS / KJL /LAP *4 7" STRUCTURALY GRADE BEAM REINFORCING, I (D INNERBARS 6 M11 VAPOR BARRIER DATE I I (LAP SEAMS) 10/04/13 CONCRETE SLAB 6-#5 TOP & BOT. W/ #3 21-Opl CONTROL NO. TIES @ 6" OC GRADE BEAM REINFORCING, *j SEE 3/S1.01 SLAB REBAR PLACEMENT TRUSS I D. B6`TOF�GRAD�EBE`AM x0 0 LPA NO. GRADE BEAM 10 CONT-12-00356 C SECTION SH EET r8 AT GARAGE RECESS K7� GRADE BEAM ATGARAGE r,2 \..�-o 1 SCALE: 3/4" = V-0" \,.�-o 1 SCALE: 3/4" V-0" 1Q.�01 SCALE: 3/4" V-0" S1 .01 SHEET 3 OF 13 LJ I T/CONC. CURB 1'-0 +17.57' NAVD 7 got 32 - 000 L 01 go'- 4" BR�AKAWAY CONC. 3 0 10'-2'1 10 V-4 B w/SAWCUTS @ �44 SLA 5'-O"o.c, SEE 13/Si.Oi S1. I 4 Lou Pontigo and .0 Associates, Inc. :9;F. 4- T/SLAB 0) 420 Osceola Avenue F+-1-7.7-3] -10" qPILE TO lax. Beach, Florida 32250 JNAVD j LJ Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SO CA#3579 ADD. f4@1 2"xp'-0" CONTACT us wrm YOUR COMMENTS COMMENTS @ LP-A.COMJ PAVER STONE AS PER If ARCH DESIGN. 7- Ld ---\zLU 1 4)-Opp **PAP" N OPPO d- .0,fc� Q�j --- - -----------1. WATER LINE st No. y 311 A 0, r T/CONC. -c,4 7 2 t A CURB 13' -6" PILE TO PILE L L SEE STATE OF 4/S1.02 0 BOND BEAM A- +17.57' i 6 6 f A. OR I'D NAVD SEE 5/S1.02 U POOL 11111-pp J +* V ISI N DATE 7 2 CURB TO SUPPORTWOOD 00 \,\-.12x22 BRE�K-AWAY CONC. it- 309 i 2 �\/o/� S1.0 TY:' bX1411100 =----- ---- S1.0 FRANGIBLE PAVING, DECKING, SEE DETAIL 1/S1.O SEE ARCH 6" CONCRETE POOL SLAB, SEE 4/S1.02 12%14"MIN. BREAK-AWAY GRADE BEAM BEYOND FIELD ALTERAMN CONC. CURB T/CURB CONTRACTOR SHALL CONTACT LOU EL. 16.90' NAVD PONTIGO a ASSOCIATES PRIOR TO J- MAKING ANY STRUCTURAL FEW SEE 1/S1.O FOR REINFORCI G MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 2x8 SYP No.2 r2 TI ON FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO SCALE: 3/8" V-019 ASSOCIATES MAY UL FOR OUSE AT 16" O.C. \�Lo� ADDITIONAL ENGINEERING OR FOUND TION INSPECTION FEES. FER f SHEET S1.0 >< A . . . . . T/12x22 BREAK-AWAY CONC. CURB Ile T/CURB EL.+17.57' NAVD -F j1e, SEE 1/S1.O SIMILAR 0 7 * LL r/ UJ POOL AND EXTERIOR PATIO PLAN SCALE: 1 /4" V-0" > V-2 3/4" 12'-9 1/4" Z U #40 19 to 0 C� F.W- Coo C'I AM ... III A f-I 1 1) SEE f-----------------------1 12'-9 1/4" WATER LINE y 6/S1.02 pp WOOD DECKING, TYPICAL AT STAII EA WAY GENTERED 7 3/8" -3'-2 3/4" 3'-2 3/401- 7 3 8 RS, %" To/ 1r WOOD DECKING, SEE 5/S1.02 SEE 7/S1.02 SIMILA HOOK EA END -\ _ SEE 5/S1.02 -A16- -a- - - L!/- - ----------------- ------------------- U R �Cw 12" POOL SHELL Ji I .I - , 1 6" SLAB w/#4 @ 12 w/ #4 @ 12" OC. 0 OC. EA WAY CENTERED- VERT & # 4 0 12" HOOK EA END 0 OC HORIZ. EA FACE -- --------------- - - - - - - - - - - - - - 46x2O GRP 00 8/S1.01 BEAM w/7-#5 w/2-#4 TOP & BOTT. & SEE 0E POOL 8x22 BEAM - // I 8/SI.V1 TOP & BOTT. & #3 STIRRUPS @ 12" O.C. [1 1 ------------- F--- Z #3 STIRRUPS @ 36x2O GRADE EAM 1\/X 11-1/1 11//1 1/ 8x22 BEAM 193/8"MIN-19Y2"MAXx37 DEEP SE 00 T ---------------- & #3 STIRRUPS @ 12" O.C. 4/S1.02 SIMILAR #3 STIRRUPS 0 12 C. N #3 STIRRUPS @ 12pp O.C. 12" O.C. SEE w/6 #5 TOP & 8 T. -- w/2-#4 TOP & BOTT. & S r3 Wok-4) WOOD DECKING, to GRADE CID ECTI ON BEAM w/3-#4 TOP & BOTT. Uj E 5/S1.02 1 00 BEAM SEE 4/S1.02 SIMILAR BEYOND \Z--O,� SCALE: 3/8" 1'-0" In 6" CONCRETE POOL Z SECTION SLAB, SEE 3/S1.02 4< SCALE: 3/8" l'-Op'- 0 \�L-�O . 4 4 4 .4 #4@ 12" O.C. w/STD HOOK 6" STRUCTURAL CONCRETE E.A. END AS SHOWN 0 & I -. . �4 4 : I Q POOL #4@ 12p' O.C. E.W. POOL SHELL WALL 4v - ILE -4 TYPICAL AT STAIRS. 'BE 40 61, . .4 #40 12" O.C. EX i 2x16)/44 M. FOUNDATION SEE PLAN FOR ADDITIONAL TYPICAL AT SUN-BED W/2-#4 TO.I?. -6 to #4 0 8" O.C. SEE ARCH REINFORCING AT INTERIOR BX)TT. PLAN CENTERED & 6p SUPPORTS. 11 , 4�1 1 4 I-le - ILE J3 STIRRUPS HOOKED TYP. A i I PAVER STONE AS PER SECTIONS 4 (P- 2' d C,. ARCHITECT DESIGN A. A 12x2O #4 VERTICAL 0 BEAM 4 4 DETAILS 12" O.C., CENTERED w/2-#4 TOP & BOTT. & 41 4 6" STRUCTURAL EL.+17.73' NAVD 4 4 .4 4. 4. #3 STIRRUPS 0 12" O.C. Ln T/FINISH DECK 4 D-�.SEE DETAIL DO NOT SCALE DIMENSIONS FROM CONCRETE SLAB WATER LINE EL.+17.57' NAVE) J,% 4 C,4_%v- 4 4 THESE DRAWINGS.IF A DIMENSION 6 T/CONC. CURB 0 6" STRUCTURAL 4 41 SEE DETAIL 4 4 4/S1.02 FOR z UNCLEAR REFER TO THE #4 HORIZONTAL 0 To LLJ �,�E�7��D�ANGS 0 N 11 16 4/S1.02 FOR 4 .4 L 0 �P C p W A REINF. (TYP) Co CONCRETE SLAB 4 N EE R 4 R 12" O.C., CENTERED 4 EINF. (TYP) ------ '1 4 4 L ' - . . . ..q 4 4 4 V A, 14, 2x8 SYP No. 2 0 PP 0 4 :D PLAN NAME .4 3 00 4 7 4 A 6" WATERLINE @ 16" O.C. 4 U 587 BEACH AVE. 4 4 00 -4 1 AWN/CHECKED BOND BEAM w/4-#4 4 SEE x- 4 .,$ CS III KJL /LAP /0 4 #4 0 12" O.C. TI LE 4 ............... 0 DESIGN/DR EA. WAY CENTERED CONT. & #3 CLOSED 4 GRADE BEAM, FOR REINF. (TYP) DATE SEE 4/S1.02 \- BEND OVER VERTICAL #5 TIES AT 12" O.C. (TYP) 12 4 4 4 SEE PLAN 10/04/13 T FOR REINF. (TYP) 4 #4 HORIZONTAL 0 0 CONTROL NO. AUGERCAST PILE REINFORCING 12" O.C., CENTERED #4 VERTICAL @ 30"x20p' GRADE BEAM o0lo \,,,.INTO GRADE BEAM/SLAB 12'p O.C., CENTERED TRUSS ID. w/5-#5 TOP & BOTT. & 20-61P 14"0 ANCHOR PILE, SEE i/Si.Oi GRADE BEAM, TYPICAL STAIR 0 #3 STIRRUPS 0 12" O.0 (TYPICAL 8 LOCATIONS) 2' SEE PLAN 21-60' 1 LPA NO. 1) TYPICAL COPINGADGE DETAIL POOL COVER Z SUN - BED --i C CONT-12-00356 30 w x 20"d STRUCTURAL GRADE BEAM AT EDGE 0 A SHEET SECTION r- ^TION ECTION SECTION r5 --N\ S S r-A r6 SCALE: 3/4" ip-011 SCALE: 3/4" 1'-0" S1 ,02 SCALE: 3/4" = 1'-0" O� SCALE: 3/4" 1'-0" \51 -�O N�L-�O to L <2 Sl.o3 \L RES T IN X1 FOR 0' 0 Lj jF UND I S L EET F��E A 00 -,U-b PC [T� A , (�F 5 Lou Pontigo and STEEL FRAME LINE Associates, Inc. EE 1/S4.0 S5.0 L4 420 Osceola Avenue 14" LITE-DECK CONC. SLAB = r jax. Beac , Florida 32250 w/ 4x4-W2.1xW2.1 W.W.F. i - 7- 7- Ph. 242-0908 Fax. 241-9557 7-7- -7 7-r- -T 7 I I ff��r B- 1 -61 1 T.O.S.= +111'-6" FL:CA#8344 SO CA#3579 CONTACT US WITH YOUR COMMENTS. 18 1 1 1 1 1 1 1 1 1 1 ^4B S5.0 r7i 7 1 1 1 1 1 . . . . . . . . . . . . . . .. . . . . . . . . . . IB-61 113-6 I I �-o N 77 \7 1 1 1 1 fill,, % B-1 I I I I IB-41 l�;:'l I ell LJ < < < Uj uj . . . 71 Uj Uj Uj 0 ol . %, 10 . I . I . I I . I M, M j- ' � . 1.r I..I. . I I N"// -j -i -i -j I I I I I I r< I I I I I I I > 11� I . I . . . . I I I >�, . . I . I I . I - "w- I , 11. . . . . I I . . . I . . . Lj� 1 10 > Uj > I I V)l I I I I V)I I 1/4" No.53311 0 1� _j - I � I I I I I I I I t m I I �-� I 9-- �D- R00F X. � I . . � = . . I . . . . . - . . . . . �2 . I - I I I . . I I 1 10 'g> . . . . . . . PA N E LS. 7� I . . (?. .1 . . I .��'l ' :!� . . . . L ��l I ', . , I . I I I I I I I I I �,l I 1�\ I I I I I I I -o STATE 0 041 1 4"1 1 j m > .1 . . . . . I I . . �j . . . . . . . . IL .1. . . . . . . . I ml I I IMI I �Cr) . . . . . . ... . . . J, mi I I I I I I I I I mi I I I I I 3 4 . . . . . . . . . . S5. S:,- /,S1.1 I R SLOk-> E N N1111 G �7- 4-., 0 0 I I I I I I I I I I I I I 1 10 8 Sim 1 1 7 . . . . . . . . CL CL S .0 B-1 -i-i L----L 1---- _j % r FIELD ALTERATION A P1 V 1�3/&'y?A'!I VI RPAM F . . . . . . . -7 7- -1-7 - 77-1 TIT T-1 V-1-7 -7 7 1 -1-7 CONTRACTOR SHALL CONTACT LOU 77 . . . . . . . . . . . . . . . . . . . I E3-11 I PONnGO&ASSOCIATES PRIOR TO V)I I IE-41 V) MAKING ANY STRUCTURAL FIELD 51 1 1 1 1 1 1 MODIFICATIONS WHICH MAY VARY 7)1 \_EXTEND B-4 TO FAR FROM THE INTENT OF THE ORIGINAL 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -I CONSTRUCTION DOCLUENTS.ANY GARAGE w/SIPS (STRUCTURAL INSULATED SIDE OF BALCONY FIELD ALTERNATIONS MADE PRIOR TO OPEN TO ELS), SEE PRE-ENGINEERED SIP SHOW I "�I I --ol I I I I .I I -'ol I I I I BEING APPROVED BY LOU PONTIGO 8 PAN IF -t— LL,I I I I Ld I ASSOCIATES MAY RESULT IN > BELOW DRAWINGS, DESIGN BY DELEGATED �-I I I I �-I ADOMONAL ENGNEERING OR < < ENGINEER. SEE GENERAL NOTES ON SO.0 LLJ FOR ADDITIONAL INFORMATION =4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I . I I n a- 00 I 1 01 1 1 1 1 1 1 1 01 1 1 1 1 1 1 C� Ar X STE"' C 0 M N ��-o n 4E 1 4. 2 --------------------- - 2x12 JOIST @ 24" O.0 ------ 2#7 TOP ------------- -------- 4"1 1 CONVENTIONAL FRAMING—Z S1.1 ,A (AT EA. CONC. JOIST I B--1'7 4x4-W2.1 xW2.1 W.W.F. ATTACHED TO LVL BEAM I 10)1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AS SHOWN ON PLAN TYP) 011 --------A I I CENTERED IN SLAB.� Iml I I I I I I LL iml I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2x`10 LEDGER FASTEN TO I I MI I I I \I I 1 1 , 1 1 1 X X4 '4 BEAM w/(2) ROWS OF B-17 STARTS ON I 1 1 1,4 V l' I I I I I I I I I I Z-�--Li I I I A 7 Wx5" TITEN HD FAR SIDE' OF ICF WALL 4 ANCHOR @ 10" O.C. STAGERED #3 @-/ 4 & 14' LITE--DE(`-1K CONC. SLA- C) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LITE-DECK 12" OC. lh/ 4x4-Vt2.1x)N JOIS 6" V-15" 6" T.O.S.== +11 I'-E L 2.1 W.W.f 2-#7 BOT. CONT. HSS 5x5xY4" L F- LD 7 Lij STEEL COLUMN_ 11 11011 11 11 Ill 14" LITE-DECK SLAB ABOVE AND BELOW �5 4 A CONC. BEAM Ill 11 11011 Ill Ill I l< I I I I 1 11 . 11011 1 1 Ill .0 Lijil Ill Ill 1 1 0-117 Uj SECTI ON 1 11 F I r I I I I 1 0 I < 11 11 Ill SCALE: 3/4"=l'-O" T/9" ICF WALL, - 6 1 < Uj 11 SEE ARCH 5.0 EXTEND B-11 TO FAR 0 11 1 1 Z:) . I lc� 0 0 IDE OFBALCONY 1 10 1 co T HEM 1'7'=-11:�-,= 1 lu- ---- -r-- -T- --- T--"cl-l- 7 7 7 7 0-1 1 11 1 0-1 1 IB- 1 I I -T -7-7 7 7--T.:- LLJ >- I Ij I I -- I I I I I I iB-5i I F- --Or 1 0 0 T--4- LU 00 1-#5 T= 8" OR UNDER la: wl I I 1,� V)l I I I I I I 11051 11 11 1 1 1 1 1 1 10 �-)l I I 1 1001 Ln 2-#5 T= OVER 8" - I IF- "ll 11 1 1 1 F- ---)I I IF- HSS COLUMN --4,1 1 1 1 SEE PLAN j Fl-#5 T= 8" OR UNDER 2 4 1/4 V 4 1 1 L2-#5 T= OVER 8" \\N C,4 114-1 1 1 1 (C 1 10 I Im ��-o To= WALL OR SLAB m iml I ml I cc I I I I ",l,j1---- vj,A- I I THIeKNESS j I ILU, T/WALL, I I CLI I I I I I I I LLJ >- LLJ > SEE ARCH 1 4 1 --1 1 oll I 1 11 1 < 10 T- 9"x8"A4" w/ < 9 1 10 11 1 � \\-BEAM B-17 Ij �-;l 11 11 1 .4 1 LOi 1 . 01 IS5.0 V 4-1/2"Ox8lg WELDED .1 1411 1 10- 1 1 1 11 11 1 S5.0 in_ 01 1-q- II I ? 4 10 HEADED STUDS .0 1 11 01 1 11 11 11 1 10 1 1 I I F- 5" GAGE (TYP) SECOND ADDED REINFORCING 0 OPENING IN CONCRETE WALL OR SLAB WHERE MAIN REINFORCING IS NOT INTERRUPTED. HSS COLUMN V4 SEE PLAN LITE DECK FRAMING EXTEND B-11 DETAIL, r2 SECTI ON- 14" LITE-DECK CONC. SLAB TEEL COLUMN, PLAN W/ 4x4-W2.1xW2.1 W.W.F. V FROM THIS Ul SCALE: 1/2" V-0" \-SEE 1/S4.0 �- 00 NOT SCALE DIMENSIONS FROM SCALE: 3/4" V-0" T.O.S.= +111'-6" POINT TO FAR Z THESE DRAWINGS.IF A DMENSION 6 UNCLEAR REFER TO THE SIDE OF BALCONY APCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SECOND FLOOR LITE DECK FRAMING PLAN PLAN NAME SCALE: 1 /4" = V-0" U 587 BEACH AVE. 0 DESIGN/DRAWN/CHECKED CS / KJL /LAP PLAN NOTES: DATE 10/04/13 1) TOP OF FINISH FLOOR ELEVATION +111'-6". (GROUND F.F. ELEVATION +100'-0") SECOND FLOOR LEGEND THESE STRUCTURAL DRAWINGS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR CONTROL NO. 2) SECOND FLOOR SLAB TO BE 14- LITE-DECK CONC. SLAB. REINFORCE WITH PLANS PROVIDED BY CONTENT DESIGN GROUP AND WITH PDF FILES PROVIDED BY SIPS (STRUCTURAL 4x4-W2.1xW2.1 W.W.F. PLACED 2" FROM TOP OF SLAB, W/2-#7 BOTTOM CONTINUOUS INSULATED PANELS FOR RESIDENTIAL AND COMMERCIAL BUILDINGS) DATED 25-09-2013. ENGINEER OF TRUSSID. DENOTES CONCRETE ELEMENTS ENDING AT THIS LEVEL. AT E.A. CONIC. JOIST, AND 2-#7 TOP AT E.A. CONIC. JOIST AS SHOWN ON PLAN. RECORD ASSUMES NO RESPONSIBILITY FOR DIMENSIONAL ACCURACY OF THESE PLANS AND DENOTES 11" ICF WALLS ENDING AT THIS LEVEL. RECOMMENDS THAT OWNER/CONTRACTOR REVIEWS THESE STRUCTURAL PLANS FOR APPROVAL OF 0 LPA NO. 3) FOR ICF LINTELS ABOVE OPENINGS, SEE 3/S6.0 DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF CONT-12-00356 0 DENOTES SIPS WALL PANELS BY OTHERS 4) FOR WINDOWS/DOORS OPENINGS, SEE 5 & 6/S6.0. ASSUMPTIONS OR INFORMATION IS INCORRECT. T- SHEET DENOTES 14" LITE-DECK CONIC. SLAB, SEE A/S1.1. THE E.O.R. SHALL BE NOT1FIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO LOU PONTIGO AND ASSOCIATES, OR IF CHANCES ARE MADE FROM ORIGINAL ARCHITECTURAL 5) ALL BEAMS SHALL BE CAST MONOLITHICALLY WITH LITE-DECK SLAB. S1 .11 D B-# DENOTES CONCRETE BEAM, SEE BEAM SCHEDULE ON S7.0. ESIGN. IL SHEET 5 OF 13 Lou Pontigo and STEEL COLUMN, Associates, Inc. pEE 1/S4.0 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM mm7 _j _j _j _j < < RPON)" _j _j < < < 4_1 Ld w % I:.; No 53311 < LO Ln CL a_ STATE OF U) U) 0 10, R V) Q, STRUCTURAL INSULATED PANELS, ..... ...... r;7ISl0N"'S' SEE PRE—ENGINEERED SIP SHOW DRAWINGS, DESIGN BY DELEGATED ENGINEER. SEE GENERAL NOTES ON SO.0 FOR ADDITIONAL INFORMATION STEEL COLUMNS, SEE 1/S4.0 FIELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING AW STRLCTURAL FIELD MODIFICA'TIONS VMICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BFJNG APPROVED BY LOU PONTK30 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR n HSS 5x5xY4" STEEL COLUMN__*"� ---- --------i--------- ---> ---------- j ---- - ------ --------- 0 I I - 11 — 0 LL ........—----- ry Uj > 7 L_____j L___j _____j Uj L I U Cn Uj 4<STEEL COLUMN, SEE 1/S4.0 C) LU U 177 1 F=7 RRRPR:� 29' Uj In z 0 _j _j _j _j < < _j _j CK ch < Df U) U) V) LO V) LO U) MIRRZIR i SECOND mm7 Ln r4l+ F% . . . . . . . . LEVEL U U) ;ND zz. _�TE COLUMN, WALL SEE 1 S4.0 -------- - FRAMING MEE= 33! STRUCTURAL INSULATED PANELS, PLAN Lf) SEE PRE—ENGINEERED SIP SHOW DO NOT SCALE DIMENSIONS FROM DRAWINGS, DESIGN BY DELEGATED z THESE DRAWNGS.IF A DMEt-SON 5 UNCLEAR REFER TO THE SECOND LEVEL WALL FRAMING PLAN ENGINEER. SEE GENERAL NOTES ON Uj ARCHITFICTURAL DRAWNGS OR SO.0 FOR ADDITIONAL INFORMATION SCALE: 1/4" V-0" PLAN NAME U 587 BEACH AVE. 0 DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE SECOND LEVEL LEGEND 10 04/13 CONTROL NO. DENOTES 8X" SIPS WALL PANELS BY OTHERS TRUSS ID. DENOTES 4N' SIPS SHEARWALLS BY OTHERS 0-01 LPA NO. C CONT-12-00356 0 SHEET S2,0 \�,.SHEET 6 OF 13 STEEL COLUMN, EE 1/S4.0 Lou Pontigo and 4, /4"�-X141-tVL 420 Osceola Avenue Jax. Beach, Florida 32250 .. . ...... FL:CA 4 8344 SC:CA#3579 LU . . . <w ca ...... 120 m CONTACT US WITH YOUR COMMENTS _j . . ..... < . . . . . . . . . . . . _j COMMENTS @ LP-A.COM > w < Im Q/v �j ... . . . . . . . < CN* N. > _j ........ CE ...A�f o . . 7 C,E 0 x ......... ... ... m_j w _j > ...... ... ON . . . . . . . . Nr ..%....'%_ . .., , I. ,.. .-, ._ LU CL w . . . . . . ... No. 5 < 0 W. w _j .. ..... CN C? . . . .CL co 0 C? <j. > �5 12 1/411 04 C14 _j , , I I I . - I 77. . 77 00 x > I I I >-. . , . . I>_ . �:::1141t' - "' w �,�: - 3: 7� I . . .... ... :F, �o C14 _- >- - - cq I ROOF '7 _j STATE F �x Q_� (00. jol . . . . . . .CL S �:�:ROOF w U1 .. k. Q� -PANEL Y, !,;F Qq c? `::PANELS-: V) .. .... 77*� Sj: ILVIL:SPLIN L _j p . . . . . . . . 4 PLY 1-3/ !'x 11-1/2" LVL SPLINES. REVISIONS DATF)II ,q- x 1 /4" LVL BEArV T J18 /4!' ... . ...... x8i�.�:::f. . . . . . . . . . . t'HL . . . . . . . . . . . . . ........ .. . . . . . . . . . . N _pA Zml� ....... ........ ...... ..... STEEL COLUMNS, =x FIELD ALTERATION SEE 1/S4.0 I? CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR To MAKING ANY STRUCTURAL FIELD _j S UCTURAL INSULATED PANELS, MDDIFCA710M WHICH MAY VARY SE PRE—ENGINEERED SIP SHOW _j FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY DRA GS, DESIGN BY DELEGATED FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ENGINE SEE GENERAL NOTES ON ASSOCIATES MAY RESULT IN x SO.0 FO ADDITIONAL INFORMATION ADDITIONAL ENC31NEERING OR INSPECTION FEES, C? _j . . . . . . . . . . . HSS 5x5x)4"' Uj STEEL COLUMN 0 '.t� � - . . � � . n _j 4 PLY -3/4"x 1 2 �/L 0 x 7t ........... ...... ....... ...... x Cl? . . . . . . LL r/ LU -4 PL.Y- )LVL.8PLINESl*''. LLj 5TEEL COLU.. N ... .EE. 1/54.0 U 20" DEEP RE—ENGINEERED Uj 4< FLOOR STIJM BY OTHEF\ ****—ALL TRUSS A G N TO THA42DA**** ........... --- ............................. Li w C 0 Cr FD (14 J— LL_ < 81/4, f I.. < ROOF . .--j LL w �PANELS' j > . . . . . . S2.1 1 10 _j x _j 7t _j _j _j _j _j < 04 af x . . . . . . . . . . . . . < < UJ w < X. T_ 7 co w w ::!t co (0 �L T_ T_ U) 2 (0 >_ w 77. . . . . . . . . . . . U) fn �/ S, I'� ta- _j a- . - 11 . . . . - u) a- — S2.1 4 4 1/4-:1 2 SL 0 PE . . . 4 ILY 1-2 4"x 12 LVL SECOND LT -1 LEVEL �2x8 SYP#2 LEDGER. FASTEN 4 PLY 1-3/4"x 18" LVL 2x12 JOIST @ 24" O.C_/ w/ 6-10d COMMONS @ 16" O.C. STRUCTURAL INSULATED PANELS, FMMING CONVENTIONAL FRAMING SEE PRE—ENGINEERED SIP SHOW STEEL COLUMN, DRAWINGS, DESIGN BY DELEGATED EE 1/S4.0 PLAN ENGINEER. SEE GENERAL NOTES ON V) SO.0 FOR ADDITIONAL INFORMATION DO NOT SCALE DIMENSIONS FROM zTHESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR El A CONTACT THE E.O.R. SECOND LEVEL SIPS FFNNJ�MING PLAN D PLAN NAME SCALE: 1 /4" V-0" U r 5.7 BEACH AVE. 0 DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE SECOND LEVEL LEGEND 10/04/13 DENOTES 8Y4" SIPS WALL PANELS BY OTHERS CONTROL NO. Uj (I TRUSSID. DENOTES 4)�" SIPS SHEARWALLS BY OTHERS NOQ 0 LPA NO. DENOTES LVL BEAM BY OTHERS 0 CONT-12-00356 V_ SH EET S2.1 S U CT RAL N L' I SU SE P RE ENG NEERI RA GS, DESI GN I E L= 2 i NGINE SEE GEN So 0 FO ADD ITI ON rj Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach. Florida 32250 Ph. 242-0908 Fax. 241-9557 I FL:CA#8344 SO CA#3579 CONTACT US WITH YOUR COMMENTS \��S @ L�PA.C 0�M _ )AI % !rs 'R No.53 1 STRUCTURAL INSULATED PANELS, SEE PRE—ENGINEERED SIP SHOW STATE OF ..,q—, DRAWINGS, DESIGN BY DELEGATED % ENGINEER. SEE GENERAL NOTES ON 0 Z" SO.0 FOR ADDITIONAL INFORMATION IONS L — — — — — — — — — — — — — — DA STEEL COLUMNS, SEE 1/S4.0 -nON FIELD ALTERA CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRI R TO MArJNG ANY STRUCTURAL FELD MDDIFK:ATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR To APPROVED LOU ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR N............. LL Uj LD > 7 Z U LD STEEL COLUMN, SEE 1/S4.0 C) LLJ U ;aa;a !:ZX ' m7"n I 0 z z Uj 00 Lan _j _j Z _j _j < Ld LIJ X V) THIRD LEVEL WALL ONES= FRAMING STRUCTURAL INSULATED PANELS, PLAN SEE PRE—ENGINEERED SIP SHOW DRAWINGS, DESIGN BY DELEGATED un ENGINEER. SEE GENERAL NOTES ON DO NOT SCALE DIMENSIONS FROM RAWINGS El A z THESE D C4j�.IF A DIMEIISON Is SO.0 FOR ADDITIONAL INFORMATION C:U:NCLEAR REFER TO THE THIRD LEVEL WALL F1_*.f_%M1NG PLAN IJj AIRCHITECTUPAL DRAWINGS OR, CONTACT THE E.O.R_ SCALE: 1/4" 2 ;LANAINAME 8) 58 BE CH AVE. 0 DESIGN/DRAWN/CHECKED CS / KJL Z LAP THIRD LEVEL LEGEND DATE 10/04/13 DENOTES 8Y4" SIPS WALL PANELS BY OTHERS CONTROL NO. TRUSS ID. DENOTES 02" SIPS SHEARWALLS BY OTHERS 0-01 LPA NO. 0 CONT-12-00356 SHEET S3.0 A, Lou Ponti8o and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM P O/V E V 0 STRUCTURAL INSULATED PANELS, SEE PRE—ENGINEERED SIP SHOW No. 11 DRAWINGS, DESIGN BY DELEGATED ENGINEER. SEE GENERAL NOTES ON STA 'E OF SO.0 FOR ADDITIONAL INFORMATION 4 PLY 1-3/4"x 16" LVL BEAM ... .... 7-7- FiE ISIONS DATi� . ... ........... .................... .......... . .... . ... ... ...... .... .... ....... J- .......... V.. ............ . . . . . . . . . . . . . t . . . . . . . . . :.V 'V . . . . . . . ..... . ...... ... -nON STEEL 'COLUMN, . . . . FIELD ALTERA .......... 771�. CONTRACTOR SHALL CONTACT LOU . . . PONTIGO&ASSOCIATES PRIOR TO .... ..... MAKING ANY STRUCTURAL FIELD ......... -41CH MAY VARY V./ MODIFICATIONS W1 CONSTRUCT N DOC FROM THE INTENT OF THE ORIGINAL �ROO(F'- z':: . . . . . . . w . . . . . . . . .I . . . . . . . . . . . . FIELD ALTERNATIONS MADE PRIOR TO 4:44::01::.:PANIELS . . . . . . . . . NG APPROVF0 BY LOU PONTK30 a -�j �� BEI X0 RESULT IN % ADDITIONAL ENGINEERING OR z 12 114" ................ ......... . ASSOCLATES MAY 77777777-7 _77777 INSPECTION FEES ILL ROOF . . . . . . . . . . . . . . . . Uj _w:. . . . . . . . . . . . . . . . . 0 . 0 PANELS W' w C L _01 0 ........ ... !> -j 0 <Z. . . . . C'4 W w ...... ...... ........... 77 M CQ CO fn > > > > > ............ ....... ............. ............ ...... ?04 �=X C? . - - - — - - - - - - - - - co 0 co 4 1. �' *. 0 LL > LU'_j . . . . . . . . 01b LO . . . . . . . LD > T PLY ! 8/4"X'i 1/2" LVL.SPLINES- j. . . . . . . . . 07 Uj I �ISTEEL COLUMNj SE E .1-/$4,0 ..... ....... ih ARM =0 Uj . . . . . . . . . ME, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.1/4 . . . . . . Uj 00 I - ROOF < .1 PANELS Ln w _j CW0 �R USSES _j . . . . . . _j > co < < (0 1 BEAM.CANTILFVE—R . 'it 11 — 7-7— 7 7= X X X 0 PLY 1�3/4"X 1-1 1/4" LVL BEAM ABOVE w I? W -,. & & L . . . , - - ' ' . I . _ . I . . b . . I . . I C? 0 0 _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THIRD WALL PANEL ABOVE WINDOW LEVEL STRUCTURAL INSULATED PANELS, SEE PRE—ENGINEERED SIP SHOW FRAMING DRAWINGS, DESIGN BY DELEGATED ENGINEER. SEE GENERAL NOTES ON PLAN SO.0 FOR ADDITIONAL INFORMATION DO NOT SCALE EMMFN90NS FROM Z THESE DRAWMS.IF A DIMENSION IS UNCLEAR REFER TO THE Uj ARCHITECTURAL DRAVVINGS OR T �M E) A �.�CgN�=CIE E 0 R THIRD LEVEL SIPS FIN./-%MING PLAN- 2 1 1 � SCALE: 1 /4" 1 '-0" D Uj�PLAN, NAME 587 BE 587 BEACH AVE. 0 DESIGN/DRAWN/CHECKED 0 CS / KJL /LAP F- DATE 10/04/13 THIRD LEVEL LEGEND CONTROL NO. DENOTES 8X4" SIPS WALL PANELS BY OTHERS TRUSSID. DENOTES 4)�" SIPS SHEARWALLS BY OTHERS 01Q LPA NO. 0 CONT-12-00356 DENOTES LVL BEAM BY OTHERS SH EET S3,1 SHEET 9 OF 13 No. 60s-71" 15'-10" 25-1 19$-8t' SEE 1/S6.0 rj Lou Pontigo and W1 6x40 gk T/BEAM Associates, Inc. % I It IN 11 1 -7 EL. 132' 420 Osceola Avenue 11N\ jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 SEE LL- CONTACT US WITH YOUR COMMENTS \-1/S6.3 X pr) LLJ -1 > LL- r- 0 -i "A"', P, P() LLJ AV 'E' E S V SEE SE EE S4.J /-2/S4.0 1 /54.0-\ No.5331 P 11 wlbx4d, I I N wi 5X40 M T/B E A )F EL. 125'-1 IN R0 0i SEE 1/S4.C T/RF M LL R1 LL- VT I%JA-r\J 015IONS DATE EL. 1:23'-9" Ld Li > ELI '12 2'-6 W1 2 x 3 0 > -00 IN ^0 C*4 -j (2)�Xll A i 25 N I-J- Ld bi BOLTS U- SEE 1/S 4.:1 CO Lij 00 00 00 Lr) > In U) U-) N RAMN LL- X X X X 0 /00' FIELD ALTE 04 CN (D _j X r- F- LLI CONTRACTOR SHALL CONTACT LOU C:) U-1 PONTIGO&ASSOCIATES PRIOR TO > 3.1 3: LL- MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUhAENTS.ANY LLJ FIELD ALTERNATIONS MADE PRIOR TO LL SFF SEE S1.E 3/S4.0 SEE I 3/S4.0 3/S4.0 -DETAIL "B" 3/S4.0 IDE AIL At"""\q DETAIL A" DETAIL k" I I i I \ I -- % 11 1 A \`N1 I I . All 11 1 1 A A \wk T/SLAB "N\ 1 14 E L. 111 6 71 'N UJ J FRAME ELEVATION SCALE: 3/8" 1'-0" > I�-O Z < BEAM (4)1"0 A490 4 ANCHOR BOLT 1L I WT COLUMN w/12" EMBEDMENT BELOW. co 3V, 4 D W COLUMN--Z,�4�7- r----::e:1- C4 -�7,7- COL. Uj U 0) m E) 17 COL. I I -- 11 14- 2" MIN OR THICKNES 0 Lj < HARDENED < z 4/1/2" 4/ 21/ 1/2 1/8" MIN WASHER jj /2 1/4" MAX ROOF OR FLOOR W1 2x3o TYP. V) 1-1-1 11 00 DECK, SEE PLAN It —< < W FLANGE-\ 7 Y2-, 3& < Uj TOP OFCON-�. m U) In M COLUMN WEB STIFFENERS STIFF e SAME THICK., DETAIL A Z TYP. AS REQUIRED. ASBEAM FLANGE 0 CY 45" COLUMN COLUMN (6)1"0 A490 ANCHOR BOLT L 3/4 0 SEE DETAIL "A" A LA "---�THIS SHE T TYP. PROVIDE SHIMS FOR 0 w/12" EMBEDMENT DETAIL a-, 0 BOLT DIA. GREATER 11/4 SEE SECTIONS A— A af Uj + + NUT FOR ::) '-- (E-- 1/8" MIN 1 1-- 0 COL. I IL PLAN VIEW BOLT 0 z --0 0 1/4" MAX + + --- :D lz--I I I YP. Of LIJ -<T F- w — V -<TACK Cn U) NOTE A: GROUT SHALL BE PLACED IN FLUID OR PLASTIC STATE. WT COLUMN—,,,,- STEEL SIMPLE BEAM W-BM, SEE NO DRY/DAMP PACKING. MINIMUM GROUT THICKNESS CONNECTION, ELEVATI ON SIMPLE BEAM SHALL BE 11/,". FOR UP TO 1"0 BOLTS. PLACE FORM FIRAME SEE 1/S6.0 TYP TYP. AT CONNECTION, AROUND BASE PLATE, PLACE ALL GROUT FROM ONE POINT FLG. SEE 1/S6.0 AND LET GROUT FLOW UNDER BASE PLATE TO OPPOSITE 2Y2 ELEVATION ',,,I [ 4/2" 4y2" �YF \ 0 0 SIDES. DO NOT PLACE GROUT FROM MULTIPULE POINTS. a DETAILS -.1 L WELD TO EQUAL 50% OF7 .-0 1 III� ANCHOR BOLT DETAIL V) PARTIAL PENETRATION MOMENT @ EXT. COL. STIFF PL THICKNESS @ INT. COL. 0 1 10 0 1 DO NOT SCALE DIMENSIONS FROM CONNECTION DETAIL "B" THESE DRAWINGS.IF A DIMENSION IS z UNCLEAR REFER TO THE =1" CLR MIN. LLJ WELD TO EQUAL 75% OF STEEL BEAM, _/ 2 DETAIL " A " STIFF P THICKNESS SEE PLAN T/BEAM BASE PLATE DETAILS — 'IAN NAME EL. 123 -9" U r 587 BEACH AVE. -A\_ DESIGN/DRAWN/CHECKED C TYPICAL RIGID FRAME CONNECTION W1 2x3O DETAIL K�3 CAP PLATE S / KJL /LAP 1 11; 1\��-O SCALE: NTS DATE (2)Y4" A325 BOLTS 10/04/13 CONTROL NO. TRUSS ID. C LPA NO. SECTI ON SECTI ON O-ON CONT-12-00356 SCALE: 3/4"=l'-O" 0 �-o �-o SCALE: 3/4"=l'-O" SH EET S4.0 "IlkII.I, SHEET JOOFJ,3 __,/ 4x4—W2.1 xW2.1 W.W.F. 14" LITE—DECK A T/WALL CENTERED IN SLAB. SLAB, SEE PLAN �a' j-VVVI T/SLAB EL. SEE ARCH 1i r EL. +111'-6" _f_X X'L 1: X—X 0 0 *4 Lou Pontigo and A 4 Associates, Inc. SIPS WALL PANEL 12" CAST—IN—PLACE SIPS WALL PANEL & CONNECTION CANTILEVERED SLAB & CONNECTION 420 Osceola Avenue BY OTHERS #6 0 8" O.C. TOP 9" ICF WALL BYOTHERS jax. Beach, Florida 32250 6" 1'-6' 6" Ph. 242-0908 Fax. 241-9557 11 11 q F L:CA#8344 SC:CA#3579 w/6" 90" HOOK SEE 2/S6.0 FOR 9" INTO SLAB REINF. _j CONTACT US WITH YOUR COMMENTS 26"x14" CONIC. BEAM, 4x4—W2.1xW2.1 W.W.F. 14" LITE—DECK 14" LITE—DECK 14" LITE—DECK SEE BEAM SCHEDULE SLAB, SEE PLAN C-4 SLAB, SEE PLAN 2'—Opp CENTERED IN SLAB-A rSLAB, SEE PLAN T/SLAB \ I:* 4x4—W2.1xW2.1 W.W.F. P0 T/SLAB r r A At IN 4 4 CENTERED IN SLAB. 00:-X-' ),I X=JF--= EL. +111'-6" EL. +111'-6" 0 4 4 4- A 14" LITE—DECK < t , % 4 No. 3—#4 TRANSVERSE 3—#4 TRANSVERSE--- IS SLAB, SEE PLAN TEMP BARS TEMP BARS 6 STATE OF pp X X '-6" 6" 9" 9" 6" l'-6- 6" 2P-011 9 14"x22" CONIC. BEAM 1 #4@8" O.C. E.W #4@811 O.C. E.W_/�' 4 \/ ..'- \ w/3—#5 TOP ANDBOTT. 11 22"xl 4" CONIC. BEAM, TOP & BOT, SEE PLAN. TOP & BOT, SEE PLAN. 64 AL NO & #3 TI E S @ 9 0.C. LITE—DECK SEE BEAM SCHEDULE 4 . ..... JOIST, SEE PLAN 2—#4 CONT. 2—#4 CONT. FOR REINFORCMENT 34"xl 4" CONIC. BEAM, �__E71SIONS DA-li) AT TOP OF ICF AT TOP OF ICF SEE BEAM SCHEDULE \\- 12"x29" CONIC, BEAM, 15Y4"x13,T CONIC. BEAM, WALL TYP. SEE BEAM SCHEDULE WALL TYP. SEE BEAM SCHEDULE EXTEND VERTICAL WALL 11 ICF WALL 11 ICF WALL REINF. UP TO 3" BELOW SEE 2/S6.0 FOR SEE 2/S6.0 FOR TOP OF SLAB 11 h REINF. REINF. FIELD ALTERAMN SECTION SECTION r3 SECTION r4 SECTION CONTRACTOR SHALL CONTACT LOU PONT'IGO&ASSOCIATES PRIORTO SCALE- 3/4"=1 _0" SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" MAKING ANY STRUCTURAL FIELD �-o �-o MODIFICATIONS WACH MAY VARY FROM THE INTENT OF THE ORK31NAL CONSTIRUCTION DOCUMENTS.AW FIELD ALTERNATIONS MADE PRIOR TO BFJNG APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADOMONAL ENGINEERING OR SIPS WALL PANEL SIPS WALL PANEL SIPS WALL PANEL & CONNECTION & CONNECTION & CONNECTION BY OTHERS BY OTHERS BY OTHERS TOP REINF., 2'-6"x2'-6'1 OIL IV 14" LITE—DECK w/6" 90- HOOK 14" LITE—DECK /—SHAPED #4 BAR SLAB, SEE PLAN INTO EDGE BEAM, LSLAB, SEE PLAN @ 24" OC. HOOK TOP REINF., SEE PLAN INTO WALL T/SLAB AkT/SLAB AkT/SLAB SEE PLAN IkT/SLAB LL EL. 111 —6 X, X�,5Z-7-X . 5e"—X-- 'X=k=.�::Io—_-7—_ 111'—F Q� Uj *A —————————————————— - —————————— —————————— 4 4- 12 A 4 4 4 4 41 4 A 4 > 7 -1 1� I A 4 4 4! 4 41 4,0 - .1 `7 4 A q 4 : I . . 1 4 4 4 .0 41 1 -0 4 'd r 4 w 11"x14" CONIC. EDGE BEAM, 21-69ox2'-610 VOLVO SHAPED TOP REINF., 2'-6ppx2p-61p VOLVO SHAPED TOP REINF., CONTINUOUS / I CONIC. BEAM, SEE PLAN CONTINUOUS \\—SEE BEAM SCHEDULE #4 BAR @ 24" OC. HOOK SEE PLAN #4 BAR @ 24" OC. HOOK SEE PLAN FOR DESIGNATION & LONGITUDINAL LONGITUDINAL �: REBAR, SEE PLAN INTO WALL INTO WALL SCHEDULE FOR REINF. 2—#5 CONT. REBAR, SEE PLAN 41. CONTINUOUS CONTINUOUS LONGITUDINAL TYP. 2—#!5 CONT. LONGITUDINAL 2—#5 CONT. REBAR, SEE PLAN U TYP. REBAR, SEE PLAN TYP. 2—#4 CONT. AT TOP OF ICF 14" LITE—DECK LIJ 4< 2—#4 CONT. AT TOP 2—#4 CONT. AT TOP WALL TYP. 14" LITE—DECK SLAB, SEE PLAN OF ICF WALL TYP. OF ICF WALL TYP. SLAB SEE PLAN EXTEND VERTICAL WALL EXTEND VERTICAL WALL EXTEND VERTICAL WALL Uj 11" ICF WALL—/ REINF. UP TO 3" BELOW 11" ICF WALL REINF. UP TO 3" BELOW 11" ICF WALL REINF. UP TO 3" BELOW SEE 2/S6.0 FOR TOP OF SLAB SEE 2/S6.0 FOR REINF. TOP OF SLAB SEE 2/S6.0 FOR REINF. TOP OF SLAB REINF. r7� r5 SECTION SECTION SECTI ON SECTION Lij 00 < SCALE: 3/4"=l'—O" 111-�o SCALE: 3/4"=l'—O" �-o SCALE: 3/4"=l'—O" '\�o SCALE: 3/4"=l'—O" j In z 0 SIPS WALL PANEL & CONNECTION RIGID FRAME COLUMN, 9"x19" CONIC. BEAM BY OTHERS ELEVATED SEE 1/S4.0 4x4—W2.1xW2.1 W.W.F. w/3 SETS OF 2—#6 AS SHOWN & #3 FLOOR TOP REINF. w/6" 90" HOOK 2'-6"x2'-6" VOLVO SHAPED of TOP REINF., CENTERED IN SLAB. 2'-6'Ox2O-6pf OIL CLOSED TIES @ 6" OC. #4 BAR 0 24" OC. HOOK SHAPED #4 BAR 14" LITE—DECK 14" LITE—DECK INTO WALL @ 24" OC. HOOK SLAB, SEE PLAN 0 EDGE /SLAB,,J& SLAB, SEE PLAN 9" 1, T/SLAB SEE PLAN INTO EDGE BEAM, SEE PLAN w/6" 90" H 1K SECTIONS '0 '0 B M A Ak — EA h T _X o 0 . 1 1 INTO WALL EL. 111'-6"M� X'd X X 4' ra � 4' I L EL. 111'-6" T/SLABAh A— X 1111 4 Sz.=mj== X X Xrj X X_X X -X X_X X -2!t X _X_ 70( X DETAILS A EL. 111' X X X 4 A, I—I : 7 A rl- 41 F V) 44 4 4 1,(� .41 4 .110 4 - I -4 -0 4 4 0 - 0 1 .0 DO NOT SCALE DIMENSIONS FROM I . 0 .4 4 44 THESE DRAWNGS.IF A DIMENSION 5 9"x29" CONIC. BEAM 4. 104. 4 IC z UNCLEAR REFER M THE 4 1, F A A 4 J 4 . 1 11 4 . . I - ,1.- 6" 9" CONTINUOUS w/4 SETS OF 2—#6 4 Uj LONGITUDINAL TOP & BOTT. & #3 CONTINUOUS REBAR, SEE PLAN OSED TIES @ 9" 0C. CONIC. BEAM, PLAN NAME 14" LITE—DECK LONGITUDINAL —I 1 71 7 SEE BEAM SCHEDULE 18"x22" CONIC. BEAM, L Z-21I L U r 587 BEACH AVE. SLAB, SEE PLAN 2—#4 CONT. REBAR, SEE PLAN 7 Z.) SEE BEAM SCHEDULE LITE—DECK B-8 BEYOND 0 DESIGN/DRAWN/CHECKED 1 #3 CLOSED AT TOP OF ICF 2—#4 CONT._'__� / 15Y4%13)�" CONIC. BEAM 0 ';'�VVVV�': I JOIST, SEE PLA SEE PLAN, TIES @ 6" OC. CS / KJL /LAP 2—#5 CONT. WALL TYP. AT TOP OF ICF FOR REINFORCMENT SEE 4B/S5.0 w/3 SETS OF 2—#6 DATE 11" ICF WALL TYP. WALL TYP. -:: ! AS SHOWN & #3 10/04/13 CLOSED TIES @ 6" OC. 11" ICF WALL SEE 2/S6.0 FOR ONC. BEAM, RTICAL .................. EXTEND VERTICAL WALLZ\1 REINF. CEE 9/S5.0 FOR CONTROL NO. EXTEND VE I... I'N SEE 2/S6.0 FOR /S ......... .'I REINF. UP TO 3" BELOW WALL REINF. UP TO 3" 14 REINF. TOP OF SLAB REINFORCEMENT n TRUSS ID. BELOW TOP OF SLAB 0 0 LPA NO. CONT-12-00356 r9 SECTION SECTI ON SECTI ON C 7- SH EET SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" �-o �-o S5.0 4 'f4l x22' X 7/H N F 19, 4 K SHEET OF 1—#5 VERTICAL EACH A 11-7— CORNER, INTERSECTION, I COLUMN MIMINUM WALL 25" LAP MIN. A ND 0 24" O.C. FILL SOLID I SIZE THICKNESS ICF CONSTRUCTION SPECIFICATIONS & REINFORCING I w/ 3000 psi CONCRETE /2 A 3 1 1 1 1 HSS 4x4 V4 47� —T—C - ——————- 4 HSS 5x5 1/4 UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER —T—C FOR REINFORCING SHALL BE AS FOLLOWS: 2� 1, 1—#4 HORIZONTAL Lou Pontigo and HSS 6x6 0 48" O.C. Associates, I n c. 4 ICF WALLS A ll" ICF WALL FORM :2 C HSS 7x7 1/4 ICF LINTELS 211 1—#5 VERTICAL 420 Osceola Avenue EACH CORNER, HSS 8x8 V4 I'N _j lax. Beach, Florida 32250 2. ALL LOAD BEARING FIRST FLOOR WALLS SHALL BE 11" ICF WALL SYSTEM INTERSECTION, ICF WALL FORM Ph. 242-0908 Fax. 241-9557 HSS 9x9 V4 (U.N.O.), COMPOSED OF 11" ICF FORMS WITH 6" CONCRETE CORE. PROVIDE AND @ 24" O.C. 1—#4 HORIZONTAL LO 'oiiiiiiiii FL:CA#8344 SC:CA#3579 A I FILL SOLID 0 48" O.C. HSS 10x10 1—#5 VERTICAL EACH SIDE OF OPENINGS, INTERSECTIONS, CONTACT US WITH YOUR COMMENTS if 1/4 COMMENT -A.COM j 2 l/ lti� CORNERS AND @ 24" OC., U.N.O.. FILL FORMS SOLID WITH CONCRETE. W/ 3000 psi ...@.,LP 5/ V4 HSS 12x12 16 CONCRETE ELEVATION MAX. A C' 1/4 HSS 1404 SECTION A-A ELEVATION SECTION A-A S HSS 1606 '/2 ."i V 21" 2," 6" -21" 6" 21" No 75 2 No. 2 l/ 2 1/2 2 1/2 TYPICAL CORNER SPLICE YP TYP. TYPICAL HORIZONTAL SPLICE STATE F r2 DETAIL SCALE: 3/4"=l'—O" 3/4 1 0" '0W.- SECTION 7. SCALE: z L4 z 2. < 2. 2"xl 2" P.T. SYP No.2 DY 2"xl2" P.T. SYP No.2 T ZIEVISIONS DATi) 3. -IT- j PLATE W/ V2"Oxl 2" PLATE W/ 1/2"Oxl 2" 1 1`0 4. - - NO ANCHOR BOLTS AND ANCHOR BOLTS AND FASTEN 2"xlO" or 2"xl2" P.T. 3/ 5. 5. 2"x2"x"/j6" PLATE WASHERS 2"x2"x 16" PLATE WASHERS SYP No.2 WINDOW/DOOR BUCK TO @ 24" O.C. @ 24" O.C. ICF WALL SYSTEM. INSTALL W/ _ � —V ICF 6. NO STIRRUPS lift- 1—#5 HORIZONTAL ONE OF THE TWO METHODS y LINTEL BEAM 7. 7. REQUIRED AT TOP, CONTINUOUS #3 P ,,-- l—#5 HORIZONTAL RE—BENT INSTALL 1 ROW OF %"0x4" CONNECTION ANGLES CONNECTION SCHEDULE :2 — HEX HEAD LAGSCREWS 1m: I lEr, AT TOP, CONTINUOUS STIRRUPS < @ 6" 0.C. @ 24" O.C. STAGGERED FIELD ALTERA-171CIN MIN. BEAM MINIMUM BEAM 0 CONN. CONN. LOAD SI ZE LENGTH LOAD SINGLE SHEAR PLATE SIZE z fy_ Z AROUND THE PERIMETER OF TYPE SI ZE TYPE SIZE < 0 COWRACTOR SHALL CONTACT LOU < < THE DOOR AND WINDOW BUCKS POI`-MGO a ASSOCIATES MORTO 11" ICF FORM MAKING ANY STRUCTURAL FIELD 7 56 K x 4" x 21 W36, W33 U, 11 ICF FORM PRIOR TO CONCRETE MODIFICATIONS iiiiiii MAY VAPY 7 130 K L4x3 1/2 x 5/16 20 1/2 W36, W33 5/16 ui 0� 0 FROM THE INTENT OF THE OPJGINAL U) 0. PLACEMENT. INSTALL 3pcs. CO 6 112 K L4x3 1/2 x 5/16 17 1/2 1 W27 6 46 K IP '/16" x 4" x 18 W30, W27 FIELD A Nms E PRJOR TO ----l—#5 HORIZONTAL '--- l—#5 HORIZONTAL MINIMUM EACH SIDE. BEING APPROVED BY LOU POWIGO ft f C14 5 93 K L4x3 1/2 x 5/16 14 1/2 W24, W21 5 36K A? 5/,6 x 4" x 15 W24, W21 AT BOTTOM, CONT. AT BOTTOM, CONT. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR ACROSS LINTEL ACROSS LINTEL INSTALL TWO ROWS 1/4"Ox23/4 INSPECTION FEES. 4 49 K L4x3 1/2 x 5/16 11 1/2 W1 8, W16 4 26 K 12 '/,6" x 4" x 12 W1 8, W1 6 MAX. BEAM SPAN AND EXTEND MAX. BEAM SPAN AND EXTEND TAPCONS @ 24" O.C. STAGGERED 3 39 K L4x3 1/2 x 5/16 8 1/2 W1 4, C1 5, W1 2, C12 3 16 K P '/16 x 4" x 9" W1 4, C1 5, W1 2, C12 SPAN 4'-4" U.O.N. l'—O" MIN. BEYOND SPAN 6'-4" U.O.N. j'_0" MIN. BEYOND AROUND THE PERIMETER OF DOOR to 5/1 FACE OF ROUGH FACE OF ROUGH AND WINDOW BUCKS PRIOR TO OR 2 29 K L4x3 1/2 x 5/16 5 1/2 wi 0, C1 0, W8, C8 2 8 K 11! 6 x 4" x 6" W1 0, C1 0, W8, C8 I OPENING OPENING AFTER CONCRETE PLACEMENT. Ic 1 12 K L6x4x 3/8 2 1/2 C6, WT INSTALL 3pcs. MIN. EACH SIDE. li" Ic NOTES: 1. BOLTS SHALL BE 3/4"0 A-325—N BEARING TYPE. WALL SYSTEM n ALLOWABLE BOLT SHEAR = 9.25 K, 2"xl2" P.T. SYP No.2 NOTES: 1. BOLTS SHALL BE 3/4"0 A-325—N BEARING TYPE. 2. WELDING MAY BE USED IN LIEU OF BOLTING. PLATE W/ 1/2"0xl 2" ALLOWABLE BOLT SHEAR = 9.25 K. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. ANCHOR BOLTS AND 2. WELDING MAY BE USED IN LIEU OF BOLTING. lip) WINDOWZDOOR BUCK FASTENING TO 0 3. COLUMN THICKNESSES SHALL BE THE MINIMUM TABULATED 2P'x2"x3/16" PLATE WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. ABOVE FOR THIS SCHEDULE TO BE VALID _j _j WASHERS @ 24" O.C. AND 11 ICF WALL SYSTEM H 3. USE P 5/16 " FOR CONN. TO STIFF. It OR WT. WITH THE SIZE NOTED ABOVE. 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CONN. SIMILAR. 4. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACCORDANCE CNN ,,-- l—#5 HORIZONTAL GENERAL VERTICAL REINFORCING EACH SIDE OF STIRRUPS AS REQUIRED Uj _j _j AT TOP, CONTINUOUS —WALL REINFORCING, SEE WINDOW/DOOR OPENING, SEE IN LINTEL, SEE DETAIL < 1 _j SECTION 8/S6.0. DETAIL 6/S6.0. > 7 BEAM TO BEAM & BEAM TO COLUMN CONNECTION BEAM TO SQUARE HSS COLUMN CONNECTION < 3/S6.0. z z m S :2 :2 0 �__ #3 PRE—BENT 0 0 /'-- STIRRUPS Z U DETAIL z z w of 0 6" 0.C. SCALE: 3/4" = l'—O" f -t t— t 0 1\ Lj_ \___ 11" ICF FORM _P0 NJ I I I I I I 1 0 7 1—#5 VERTICAL OPENINGS OVER TO 9'-4" WIDE, PROVIDE j------- ;zz�I— 2—#5 HORIZONTAL 4 —1— 4 —1— 4 @ 24" O.C., 2—#5 VERTICAL EACH FACE, EACH SIDE SEE PLAN OF OPENING. LOCATE BAR AT EACH FACE AT BOTTOM, CONT. U OF WALL AS SHOWN. ACROSS LINTEL Uj 04 MAX. BEAM MAX. BEAM SPAN AND EXTEND SPAN 9'-4" U.O.N. SPAN 12'-4" U.O.N. l'—O" MIN. BEYOND ---——— ACE OF ROUGH 4k 7 q7 fo4�4 OPENING ROUGH OPENING SEE PLAN 11" ICF WALL —/ 611 WINDOW/DOOR ICF r6 z FORM, SEE C14 r3 LINTEL DETAILS FLOOR PLANS ROUGH OPENING UP TO 9'-4" MAX., #4 HORIZ. �-o SCALE: 3/4" = l'—O" SEE PLAN 11 ICF @ 48" O.C. PLAN VIEW AT TYPICAL 11 In WINDOWZDOOR OPENING UP TO 9'-4" WIDE STUD WALL FRAMING, 2"x6" SPF No.2 FOR OPENING OVER 4P-40P 1—#5 VERTICAL 2—#5 VERTICAL TO 6'-4" WIDE, PROVIDE 0 24" O.C., AT INTERSECTION PLYWOOD SHEARWALL 2—#5 VERT. EACH SIDE OF OPENING. SEE PLAN 1—#5 VERTICAL I "'- 2"X8" P.T. SYP #2 4� @ 24" O.C. FASTEN TO ICF WALL -4— 4 fA,1411 W '/,"Ox4" ANCHOR 4 to BOLTS @ 48" O.C. 601 3" 11" ICF WAL — WINDOW/DOOR 1—#4 HORIZONTAI \_ 11" ICF FORM, SEE ROUGH OPENING UP TO 6'-4" MAX., #4 HORIZ. @ 48" O.C. WALL SYSTEM FLOOR PLANS SEE PLAN 0 48" O.C. ICF TIMBER TO ICF WALL CONNECTION PLAN VIEW AT TYPICAL 11 ICF GENERAL HORIZO TAL WALL GENERAL WINDOW/DOOR OPENING UP TO 6 4" WIDE REINFORCING, SE SECTION DETAILS 1—#4 HORIZONTAL WOOD PANEL SHEARWALL 2/S6.0 OPENINGS TO 4'-4" WIDE, 11" ICF PROVIDE 1—#5 VERTICAL 1—#5 VERTICAL @ 48" O.C. WALL SYSTEM/ AND FRAMING, SEE PLAN EACH SIDE OF OPENING. @ 2 4" 0.C., AND SCHEDULE. LOCATE BAR AT CENTER SEE PLAN DO NOT SCALE DIMENSIONS FROM OF WALL AS SHOWN. 04 44 z UNCLEAR REFEP TO THE Uj ARCHRECTUIAL DRAWNGS OP 2 CON'TACT THE EOR JIL—————— di k LAN NAME #5 VERTICAI �V 2%10" P.T. SYP #2 FASTEN 1—#5 VERTIC 2— Viii 587 BEACH AVE. AT INTERSECTION TO 11" ICF WALL SYSTEM W/ 0 DESIGN/DRAWN/CHECKED 3"' @ 24" O.C. 1/2"Ox8" ANCHOR BOLT OR DRILL DOWELS TO MATCH Q CS / KJL /LAP 9" ICF WALL WINDOW/DO 1) WALL REINFORCING IN THIS ELEVATION IS SHOWN 6" AND EPDXY 1/2"OxlO" THREADED DIAGRAMATICALLY ONLY. SEE SECTIONS FOR EXACT VERT., SEE 6/S6.0. DATE FORM, SEE #4 HORIZ. STUD 0 48" O.C. SPACING AND PLACEMENT OF REINFORCING WITHIN WALL CAVITY. 10/04/13 FLOOR PLANS ROUGH OPENING UP TO 4'-4" MAX., @ 48" O.C. CONTROL NO. SEE PLAN 2) PROVIDE TEMPORARY SHORING TO SUPPORT CAST IN PLACE )I TIMBER TO ICF WALL CONNECTION LINTEL. REMOVE ONLY AFTER 75% F'c OR 7 DAYS. PLAN VIEW AT TYPICAL 11 ICF 11 121- TRUSS ID. WINDOWDOOR OPENING UP TO 4'- 4" WIDE REINFORCING AT WINDOW/DOOR OPENING OF 11 ICF WALL ONQ 12-00356 CONT- DETAIL r7 DETAIL DETAIL V_ I 1 (2) SHEET SCALE: 3/4 1 0 SCALE: 3/4" l'—O' SCALE: 3/4 1 0 SELO 0 0 F F 1% L I P I. Al 41 11 4F L 6 03'1 CONCRETE BEAM SCHEDULE LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES ADD'L SECT. BEAM SI ZE ELEV. REINF REMARKS NO. MARK w x d BOT TOP C—RT E TOP SIZE SPACING TYPE REQ'D MID # REF. B-1 11 x 14 +111'-6" 3—#6 3—#6 #3 6" 2 — 8/S5.0 SIM '01 B-2 22 x 14 +111'-6" 4—#6 4—#6 #3 400 2 1 1/S5.0 Lou Pontigo and I Associates, Inc. B-3 34 x 14 +111'-6" 4—#6 6—#6 #3 6$$ 2 — 3/S5.0 420 Osceola Avenue jax. Beach,'Florida 32250 B-4 11 x 22* SEE PLAN 3—#7 3—#7 #3 6?p 2 — VARIES AT STEP AND SLOPE Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SO CA#3579 B-5 21 x 14 +11 V-15" 4—#6 4—#6 1 #3 60p 2 — 8/S5.0 CONTACT US WITH YOUR COMMENTS COM fl,ctt�,Q'm B-6 11 x 14 +11 V-15" 3—#6 3—#6 #3 6 2 5/S5.0 I wly EIV,,e b B-7 18 x 22 +111'-6" 3—#6 3—#6 #3 6 2 1 11/S5.0 B-8 17 x1 6 SEE PLAN 3—#6 3—#6 #3 610 2 1 4B/S5.0 S 'E OF B-9 24* x 14 +111'-6" 4—#6 4—#6 #3 6pp 2 VARIES, SEE PLAN 4A/S5.0 op�10 B-10 30 x1 4 +111'-6" 4—#6 4—#6 #3 611 2 'N�210NAIL B-11 11 x 22* SEE PLAN 3—#7 3—#7 #3 6" 2 VARIES, SEE PLAN B-12 12 x 29 +111'-6" 3—#5 3—#5 #3 1 6pp 2 2/S5.0 B-13 46* x 14 +111'-6" 8—#6 8—#6 #3 6'p 2 VARIES, SEE PLAN B-14 24 x 14 +111'-6" 4—#6 4—#6 #3 6*0 2 B-15 49* x 14 +11 V-15" 9—#6 9—#6 1 #3 15ft 2 VARIES, SEE PLAN B-16 20 x 14 SEE PLAN 4—#6 4—#6 #3 6pp 2 — B-17 9 x 24 SEE PLAN 2—#6 2—#6 #3 61' 2 — FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES MOP TO #3 61$ MAKING ANY STRUCTURAL FIELD B-18 8 x 24 SEE PLAN 2—#6 2—#6 2 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DMUMENTS.ANY LT/SLAB= FIELD ALTERNAnONS MADE PRIOR TO ADDITIONAL REINFORCEMENT REQUIRED (2) SETS OF TYPE BEING APPROVED BY LOU PONTIGO ft ASSOCIATIES MAY RES Ujj IN T/B E AM 1 0 ADDMONAL ENGIN::EERING OR 1 ADD 1—#5 EACH FACE AT MID DEPTH INSPECTION FEES. 2. ADD 2—#5 EACH FACE AT 1/3 DEPTHS 4 3. ADD 3—#5 EACH FACE AT 1/4 DEPTHS T/SLAB _01 4. ADD #5 @ 12" EA. FACE 4� 5. ADD 1—#6 EACH FACE AT MID DEPTH TYPICAL BEAM STIRRUP TIE TYPES WHERE BEAM TERMINATES AT A SLAB. EXTEND TYPICAL BEAM n TOP BARS INTO ADJACENT SLAB. (AT UPTURNED '�BEAM EXTEND BOT. STEEL INTO SLAB) E BAR TOP TOP C—RT BAR BAR MID I ————————— - r LL Lj 40 BAR > DIAMETERS U STD. 90* HOOKS _/ NT NON—CONTINUOUS OF SPACING 6" ENDS /2 MIN L9 SHOWN IN SCHEDULE STIRRUPS OR TIES Y3 OF GREATER CLEAR COVER 1/' S P 6" MAX ASSCHEDULED. - SCHEDULE 75THER BOT Uj AN OF ADJ. SPANS---- BAR BAR I. — BOT. BARS ELEVATED BEAMS 11/2 12 U TYPICAL REINFORCING PLACEMENT DETAIL ELEVATED SLABS-1 w—-7!�� BEAM NOTES FOR BEAMS AND ONE WAY SLABS GRADE BEAMS' 2" 3 < 1. TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. FSLABS ON FILLI 2--r3" Uj U (24 BAR DIAMETERS) * CLEAR COVER TO TIES (IF PRESENT) * BALCONY REINF. COVER 1" MINIMUM. 2. BOT BARS MARKED CONTINUOUS SHALL BE SPLICED OVER COLUMN. (24 BAR DIAMETERS) 3. PROVIDE 30 BAR DIAMETER SPLICES. Z 4. WHERE BEAM TERMINATES INTO SLAB, OMIT END TOP BAR HOOK AND EXTEND INTO SLAB 40 BAR DIAMETERS. 5. VERTICAL SPACING OF BARS IS EXAGERATED FOR CLARITY, BARS ARE ACTUALLY TIED TOGETHER ALONG BEAM SPAN. Ln 6. AT ALL UPTURNED BEAMS (i.e. T/BEAM IS HIGHER THAN T/SLAB) BOTTOM & TOP STEEL SHALL BE HOOKED AT DISCONTINUOUS SPANS z 0 r BEEAM SCHEDULE AND MISC. DETAILS Ln DO NOT SCALE DIMENSIONS FROM Z THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR NAM E U U DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 10/04/13 CONTROL NO.. Uj TRUSS ID. 0 LPA NO. C CONT-12-00356 C SH EET STO �,_SHE�ET1 3�OF13