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2012 Proposed Police Building Plans
til: r i � 2011 BUILDING 2 DESIGN c� -rE ss Set Pr re , THIS PROJECT IS DESIGNED FOR TOTAL GROSS SQUARE FOOTAGE: 14,641 SF BASIC WIND SPEED (3 SECOND UST) 130 MPH MIXED USE OCCUPANCY: BUSINESS, STORAGE ASSEMBLY IMPORTANCE FACTOR = 1.15 CONSTRUCTION TYPE: TYPE II-BFI (D IC ARTM NT EXPOSURE C FULLY SPRINKLERED e Pro ject o (3 21 0 9 ............. --------- ............. GENERAL ARCHITECTURAL MECHANICAL PLUMBING G-1.01 LIFE SNFETY PLAN - FIRST FLOOR A-1.01 FIRST FLOOR PLAN - OVERALL M-0.01 LEGEND SCHEDULES NOTES DETAILS - MECHANICAL P-0.01 LEGEND S HEDULES NOTES DETAILS - MECHANICAL OWN_�� G-1.02 LIFE SAFETY PLAN - SECOND FLOOR A-1.01 A ENLARGED PARTIAL FIRST FLOOR FLAN G-1.03 FIRE RATED ASSEMBLIES A-1.01B ENLARGED PARTIAL FIRST FLOOR PLAN M-1.01 FIRST FLOOR PLAN - MECHANICAL P-1.01 j FIRST F 0 R PLAN - PLUMBING CITYOF ATLANTIC BEACH A-1.02 SECOND FLOOR PLAN - OVERALL M-1.02 SECOND FLOOR PLAN - MECHANICAL P-1.02 SECOND FLOOR PLAN - PLUMBING A-1.02A ENLARGED PARTIAL SECOND FLOOR PLAN CML A-1.o2B ENLARGED PARTIAL SECOND FLOoI PLAN M-5.01 DETAILS - MECHANICAL P-3.01 ENLARG D FLOOR PLAN - PLUMBING M-5.02 DETAILS - MECHANICAL C1 COVER SHEET A-1.07 FIRST FLOOR EQUIPMENT PLAN M-5.03 DETAILS - MECHANICAL C 0 N J TAN TS C2 GENERAL NOTES A-1.08 SECOND FLOOR EQUIPMENT PLAN C3 EROSION CONTROL PLAN M-6.01 SCHEDULES - MECHANICAL FIRE PRO TION C4 SITE & UTILITY PLAN - NORTH A-1.51 FIRST FLOOR REFLECTED CEILING FLAN C5 SITE &; UTILITY PLAN - SOUTH A-1.52 SECOND FLOOR REFLECTED CEILING PLAN FP-0.011 LEGEND SCHEDULES NOTES DETAILS - FIRE PROTECTION c► C6 DRAINAGE PLAN - NORTH A-1.71 ROOF PLAN F� FC_TRIC_�I C7 DRAINAGE PLAN - SOUTH FP-1.01i FIRST F 0 R PLAN - FIRE PROTECTION EISMAN & RUSSO CO SUL ING ENGINEERS C8 PAVING; & DRAINAGE DETAILS A-2.01 EXTERIOR ELEVATIONS E-0.01 LEGEND ELECTRICAL FP-1.01 SECOND F 'OOR PLAN - FIRE PROTECTION 6455 POWERS AVENUE C9 WATER & SEWER DETAILS A-2.02 EXTERIOR ELEVATIONS E-0.02 LEGEND - ELECTRICAL CL 32 17- 821 C10� MAINTEIT�ANCE OF TRAFFIC PLAN E-0.03 GENERAL NOTES & LIGHT FIXTURE SCHEDULE - ELECTRICAL_ JACKSONVILLE, I C11 SWPP IPLAN DETAILS A-3.01 BUILDING SECTIONS 904 733 1478 = PHONE C12 STORM WATER POLLUTION PREVENTION PLAN A-3.02 BUILDING SECTIONS E-1.00 SITE PLAN - ELECTRICAL - FAX A-3.50 WALL SECTIONS E-1.01 FIRST E-1.02 SECONDLOOOORLPNAN POWER ' 904 636 8828 A-3.51 WALL SECTIONS STRUCTURAL A-3.52 WALL SECTIONS E-1.11 FIRST FLOOR PLAN - SYSTEMS A-3.53 WALL SECTIONS E-1.12 SECOND FLOOR PLAN - SYSTEMS �� AR I TECT S-0.01 STRUC-TURAL GENERAL NOTES A-3.54 WALL SECTIONS E-1.21 FIRST FLOOR PLAN - LIGHTING LANDSCA S-0.02 SCHED jLES AND TYPICAL DETAILS E-1.22 SECOND FLOOR PLAN - LIGHTING ADDRESS S-0.03 SCHEDULES AND TYPICAL DETAILS A-4.00 TOILET AOCC2SSORY SCHEDULE CH DSECTI0I�S E-1.71 ROOF PLAN - ELECTRICAL A4.02 STAIR ADDRESS S-1.00 PILE AIND FOUNDATION PLAN A-4.03 STAIR NO. 1 -PLANS AND SECTIOWS E-4.01 ENLARGED PLANS - ELECTRICAL S-1.01 GROUND LEVEL SLAB & FRAMING PLAN A-4.04 STAIR DETAILS E-4.02 ENLARGED PLANS - ELECTRICAL ADDRESS S-1.02 SECON1D LEVEL FRAMING PLAN A-4.05 ELEVATOR PLANS SECTIONS DETAILS - PHONE S-1.03 MAIN ROOF FRAMING PLAN E-5.01 POWER RISER DIAGRAMS - ELECTRICAL A-5.01 WINDOW DETAILS E-5.02 RISER DIAGRAMS - SYSTEMS - FAX S-3.01 SECTIONS AND DETAILS A-5.02 DOOR DETAILS E-5.03 RISER DIAGRAMS - SYSTEMS S-3.02 SECTIONS AND DETAILS A-5.03 DOOR AND WINDOW DETAILS S-3.03 SECTIMS AND DETAILS A-5.04 DOOR AND WINDOW DETAILS E-7.01 DETAILS - ELECTRICAL STFWT1UFtAL A-5.10 CEILING DETAILS E-7.02 DETAILS - ELECTRICAL A-5.20 PLAN DETAILS E-7.03 DETAILS - ELECTRICAL BISHOP ENGINEERING COM ANY A-5.21 PLAN DETAILS E-7.04 DETAILS - ELECTRICAL A-5.30 VERTICAL DETAILS E-7.05 DETAILS - ELECTRICAL 219 LAUREL PARK A-5.40 ROOF DETAILS E-7.06 DETAILS - ELECTRICAL WINTER PARK, FLORIDA 3 792 A-5.41 ROOF DETAILS E-7.07 DETAILS - ELECTRICAL E-7.08 DETAILS - ELECTRICAL (407) 622 2477 FHOM A-6.01 FIRST FLOOR/SECOND FLOOR DOOR SCHEDULE f (407) 622 247 - AX A-6.03 GATE PLANS SECTIONS & DETAILS A-6.04 EXTERIOR CURTAIN WALL ELEVATIONS A-6.05 INTERIOR WINDOW FRAME ELEVATIONS ��TEA�O►R i�E I ARCHITECTURAL INTE 0R INTERIORS ORS N O WLE AV NUE ID-1.o1 FIRST FLOOR FURNITURE PLAN = OVERALL I 333 NORTH ID 1.02 SECOND FLOOR PLAN - OVERALL WINTER PARK, F'L 32 89 ID-1.50 FLOOR FINISH TRANSITION DETAIL`S ID-1.51 FIRST FLOOR FINISH PLAN � (407) 647 1706 PHON ID-1.52 SECOND FLOOR FINISH PLAN - OVERALL - ID-1.71 FIRST FLOOR ENLARGED PLANS (407) 645 5525 FAX ID-1.72 SECOND FLOOR ENLARGED PLAN§ ID-2.01 A FIRST FLOOR INTERIOR MILLWORK ELEVATIONS �./F.P. ID-2.018 FIRST FLOOR INTERIOR MILLWORK ELEVATIONS SWC ENGINEERING, INC. ID-2.02A SECOND FLOOR INTERIOR MILLWORK ELEVATIONS HIGH TECH AVENUE, STE. 200 ID-4.01 MILLWORK DETAILS ORLANDO, FL 3817 ID-4.02 MILLWORK DETAILS ID-4.03 MILLWORK DETAILS (407) 380 0400 - PHON Q ID-6.00 INTERIOR FINISH LEGEND (407) 380 590 - FAX ID-6.01 FIRST AND SECOND FLOOR INTEMIOR FINISH SCHEDULE r I,I j II LOCATION VAP - 00 Seminole Road, Atlantic Beach , FLA R C H I I _ EC T I 10 Aig f. M ' + A7FLANT BEACH S1 TE ".'a c Itec S Desiq ,. Z, � . GII 4 }�p 9 iJ 0 J E t 4 a e c s rc � i n c anners F. A . I . A . , Devin Ratigan , A . I . A . . S . K . Reeves v FL407 - 6 - 1 06 X 40 � - 645 - 5525 TEL. 7 F- A 333 N . Knowles Ave . Winter Park , V, Ae�i A Guth' ., ttil�re .. . . . 1At4 g ` 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 %!ALLt /, SYMBOL LEGEND PLUMBING REOUIRE:D PER SECTION 403 FPC 2007 PROJECT CRITERIA - New Construction FLORIDA BUILDING CODE 2007 METAL STUD WALL UL U465 (1 HR) FIRST FLOOR ow PROtiDED IIEW BUILDING REOUIREMENTS EGRESS FNEOUIREMENTS (PHR CHAPTER 10): (FULLY SPRINKLERM) OCCUPANCY CLASSIFICATION: MIXED: BUSINESS / STORAGE S-2 OCC. TABLIt 1015.1 SEC 1013.3 5EC.1016.3 TABLE 1005.1 SEC.1008 FIRE RATED WALL FIXTURE PER PERSON MEN WOMEN UNISEX MEN WOMEN UNISEX WATER CLOSETS - SIEPARATION OF USES: B / S-2: 1 HR (TABLE 302.3.2 - WITH 1 HR. SPRINKLER REDUCTION) MAX. TRAVEL COMMON PATE MAX. DEAD END EGRESS WIDTH MIN.CORR. MIN.OPN'G MIN.STAIR - — - OCCUPANCY AREA OCCUPANCY CLASS B: 1 PER 50 1 1 0 3 4 2 TO NN EXIT 0 TRAVEL CORRIDOR INCHES/OCC. WIDTH WIDTH WIDTH EXIT PATH TRAVEL DISTANCE TO AN EXIT URINAL COCCUPY CLASS B: NOT REQUIRED - 4 - - TYPE OF CONSTRUCTION 11-13LEVEL STAIRS � PROVO B 300 'fT 100 FT 50 FT .2 .3 44 IN. 32 IN. 36/72 IN. 44 IN. G 4 4 2 pJROTECTED NO ej — EXIT COMMON PATH OF TRAVEL LAVATORIES OCC. CLASS B: 1 PER 80 1 1 0 S-2 UNLI ITED 75 FT 20 FT 2 3 44 IN. 32 IN. 36 IN. 44 IN. UTILITY SINK. MOP SINK 1 SERVICE SINK SINK AND S2NShOWERSPRINKLERED YES NO ❑ • '�G� G - — —(3) OCCUPANT LOAD AT EXIT 5�� WATER FOUNTAIN- OCC. CLASS;B: 1 PER 100 1 4 O PJ 1 SEMI-RECESSED FIRE EXTINGUISHER EXIT ACCESS; ARRAN ENT ( 10142.1, FEC ALLOWED PER SECTION EXC. 2) > 1/3 DIAGONAL DIST. G�o CABINET - SEE 4/G-1 .03 FOR DETAIL FIXTURE PER PERSON MEN - UNISEX MEN - UNISEX 503 FBC 2007 PROVIDED WATER CLOSETS - HOLDING CELLS 2 - 1 2 - BUILDING HEIGHT 55' 32' MINIMUM NUIMER OF E#OTS (PER ;1018): 2 REQUIRED 4 PROVIDED + 1 PROVIDED AT SALLY PORT Architects and P FF FIRE EXTINGUISHER WALL MOUNTED ON HEIGHT INCREASE (504.2) 20' (70 TOTAL ALLOWED) FIRE PROfi"ECTION iREOUIRE WS: E � I.S.K. Reeves v, LAVATORIES - HOLDING CELLS 2 - 1 2 - 1 Kevin R a t i g a n, BRACKETS (TYPE 210ABC U.N.O.) p$UMBER OF STORIES (BUSINESS) 4+1 = 5 2 BUSINESS STORAGE Ian A. Reeves, 15-6 WF WATER FOUNTAIN SECOND FLOOR �V: 870CG g�UILDING AREA (BUSINESS) 23,000 S.F. Per Floor 7,913 S.F. (1ST.FLR.) FIRE WALLS - AREA SEOERATION 0 HOUR 1 HOUR 1 HOUR 333 N. Knowles P PitUM= Winter Park, Florida 3; Ir11"Wis IFEMALE� #REA INCREASE (506.3) 46,000 S.F. Per Floor 6,728 S.F. (2ND.FLR.) INTERIOR BEARING MALLS, COLUMN, BEADS, GIRDER , NON RATED NON RATED NON RATED (407) 647-1706 9 EMERGENCY EXIT LIGHT SIGN AND EXIT DIRECTION FIXTURE PER PERSON MEN WOMEN UNISEX MEN WOMEN UNISEX 7T(OTAL ALLOWED . . . . . . . . . . • . . • . . • . . . . . . • • . . . . 69,000 S.F. Per Floor TRUSSES, FLOOR ftNSTRUCTION, EITERIOR BEARING A t; NON RATED NON RATED NON RATED 1 51 8 Hendry Str Ft. Myers, Florida 3: NUMBER OF OCCUPANTS USING EGRESS WATER CLOSETS - 1 1 0 1 1 1 -90TAL BUILDING AREA . • • • • • • . . . . . . • • • • • • • • • . . • • • • • • . . . . . . . . . . . . . . . . . . • • . • • •• 14,643 S.F. CORRIDOR NON RATED NON RATED NON RATED 239-461-3944 OCCUPANCY CLASS B: 1 PER 50 X PROVIDED EGRESS CLEAR WIDTH URINALS - _ _ _ VERTICAL SHAO,FTS/ENCL6SURES 1 HOUR 1 HOUR 1 HOUR Corporate e i tration OCCUPANCY CLASS B: NOT REQUIRED OCCUPANT LOAD �2007� F8C OCCUPANT LOAD FIRE-RES 'ANCE 'RATING 'MTS FOR EXTR. WALLS BASED ON FIRE SEP. DISTANCE REQUIRED EGRESS CLEAR WIDTH LAVATORIES OCC. CLASS B: 1 PER 80 1 1 0 1 1 1 FjIRST FLOOR - BUSINESS 1/100 S.F. 6,797/100 = 68 ALLOWED P� UTILITY SINK. MOP SINK 1 SERVICE SINK SECTION 1 MOP SINK AND INCIDENTAL STORAGE (S1) 1/300 S.F. 316/300 = 2 602 ' 2007 1 SHOWER THE PROPOSED BUILDING,,, IS APPROXI A ELY 27 FEET AWAY THE EXISTING CITY HALL BUILDING TO THE SOUTH WATER FOUNTAIN- OCC. CLASS B: 1 PER 100 1 4 - PARKING GARAGE (S2) 1/200 S.F. 702/200 = 4 FFjIRST FLOOR OCCUPANT LOAD TOTAL . • •• ••• • • • . . . . . . . . . . •.•••••••••••••••••• • 74 OCCUPANTS PER TABLE 6J02 - DIST i,''NCE GREAT HAN 20 FET AND LESS THAN 30 FEET FIRE SEPARATION) FOR TYPE I[-[B _ BUSINESS OCCUPA C REQUIRES ZERO HOURS OF FIRE RATING SECOND FLOOR - BUSINESS 1/100 S.F. 5,456/100 = 55 _ INCIDENTAL STORAGE (S1) 1/300 S.F. 743/300 = 3 MAXIMUM AREA OF EXTERI R WALL OPENINGS ASSEMBLY (A-3 UNCONCENTRATED) 1/15 S.F. 423/15 = 29 ALLOWED P� SECTION SEE EXTERIOR ELEVATION 2/G-1.02 FOR 704.8 F:B 2007 OPENING AREAS/LOCATION §ECOND FLOOR OCCUPANT LOAD TOTAL • • • • • • • • • • • • • • • • . . • . • • • • • . 87 OCCUPANTS CLASSIFICATI(djN FIRE SE ARATION DISTANCE TOTAL WALL UNPROTECTED PERCENT AREA AREA (OPEN) OPEN ifl 'ROTAL OCCUPANT LOAD . .. . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . 161 OCCUPANTS UNPROTECTEpj GREATER A 25 - 30 FEET = 70 PERCENT 1055 SF 308.5 SF 29.2 UNPROTECTED) GREATER A 30 FEET = NO LIMIT ANCY 'S1'OCCUPANCY '81'OCCUPANCY AL FAL 01f RAGE STORAGE 46 8F • Ki 98 t300 GROSS) I _ TF�I3CRVICE 1100 1 1300 GR088) � CLOSET Fi00M 1-119 20 SF f30 EXTERiUR— E ELEC. FICER �' ° o _ - - _ _ BREAK AREA - - -- - -- - 1 ROOM 0 R.R. 1-124 _128 CELL 1-13 - 1 1 1-12 M o ACIICAL ELL I BREAK RM. ILE FIL +(�' ® 0 1-130 1-126 1-12 o MECH. RM. 1-115 1-11 1-118 Q WASH/ ' I 1 LOCKER LT. LT. MOP SECURE BOOKI BIG. 1-12 LOCKER120 1-116 STOR. 1-11 BRIERIS G EMERGENOY SINK _1 1-129 1-11 SWOUER JANITOR. . . . . SECURE 5�, SALLY PORT 1-135 e INTERVIEW LST WOMENi 1-110 I / VEST. I 1-122° MEN Atlantic '82'.00011PANCY. WOMEN MEN PA SGT. Lt u Beach _• I Q 1-12 1-121 HU 1-111 / PAFMIW(3 Qa / 702 9F 16 1- 1 NI-SEX CL08Et P01Nt OF • GARAGEz o -10 x FEXfStING Police JUV. FEMAL COM 7T-4VT BUIIAING (200 GROSS) CELL I s up 1 RO M. � o: 110 Departmer �� 1RavEl.oretaNCEtoal�E�ar:»I I Iwo - - - - -- -- - _ _ City of I DISPATCH 11 (G /� L — _ ®_— _ o— — 10 rRavl.cSTANCEtOANpQf=Q5' \ \ 106 ) I EA R Atlantic Beach ELEV. EQUP. 1-141 OFFICER a - ( ` II 90% Construct _ - = WINDOW ~ , Documents l— — _ — — —— — —— _ r _ - - _ -- _C2 _ TER QTR. MASS CORRID =J 1-14d Architect hereby RECORDS reserves his Corr VEST. / I/f STOR. copyright and othe ° '�' Y 1-146 1-105 rights in these draw ARMM 808 REC. SUPPLY y drawings shall not be 15 36 ° 1-14 � without written pern f300GROSS) SAFE ROOM IH consent of the architE JUV. FILE 1-104 I they to be assigned t ° STOR. ECORDS AREA 'WOMEN ° 1 � 1-103 °n and c, o Ey OCCUPANCY DEPT. MEN ° TOTAL 1-102 6M7 SF GFtG88) LOBBY 1-101 `� sheet title / o FIRST L FLOOR PLA LIFE SAFE1 1 8 scale: / • drawn: DEB • checked: IAR • approved: IAR date: 06-0; 1 FIRST FLOOR PLAN - LIFE SAFETY • project no.821 G-1.01 SCALE: 1/8' - 1'-0' • sheet G` I.OJ _ I 1 2 3 4 5 6 7 8 gi 10 11 12 �13 14 15 WALL II / SYNOOL LEGEND METAL STUD WALL UL U465 (1 HR) A FIRE RATED WALL OCCUPANCY AREA �5 STOPM MONT 4W >zb> EXIT PATH TRAVEL DISTANCE TO AN EXIT 0 WIND wA REA r — — --�-- EXIT COMMON PATH OF TRAVEL �G .4\�,�G 5 U 11 U LI 11 1 IT 11 111111 IIITII 1Lzo — — —�3� OCCUPANT LOAD AT EXIT ':FEC SEMI—RECESSED FIRE EXTINGUISHER a Architects and Planner: I IT 11 CABINET — SEE 4/G-1 .03 FOR DETAIL I.S.K. Reeves V, F.A.I.A 1111111 11 11 H Lill 1111 11 11 11 i Kevin Ratigan, A.I./ 1,4441�L 11444-114-4-4411 11 11-41 11 ITII 111 11 1[IT II Ll 11 IT 11 IL- -Bull H- 1111 1111 11 11 111 111111 1 �; o FE FIRE EXTINGUISHER WALL MOUNTED ON Ian A. Reeves, A.13 A333 N. Knowles Ave. 11 11 IT III I IT 11 11111 1 IIITII IIITII 11 11 IT 11 11 IT 11 11 IT 11 11 T 11 1 BRACKETS (TYPE 21 OABC U.N.O.) Winter Park, Florida 32789 1111 11 IT 11 11 ] [1 111111 11 1111111 1 111111 IIHI (407) 647-1706 S WF WATER FOUNTAIN 1518 Hendry Street 11 1111 11 IITII 111111 11 1 11 111 l' I IIITII IIITII Ft. Myers, Florida 33901 EMERGENCY EXIT LIGHT SIGN AND EXIT DIRECTION 239-461-3944 11 1[ITU 111 111111 11 IT 11 NUMBER OF OCCUPANTS USING EGRESS11 IT11 IIITII III L11-U-1 LI-11] Corporate Registration X No. AAC001197 PROVIDED EGRESS CLEAR WIDTH C IOs� -TOT,�L nesF REQUIRED EGRESS CLEAR WIDTH 11141 ARCA f3tOREFRONTAREA 1 I 2 SOUTH WALL - WALL OPENING AREA ELEVATION G-1.0 SCALE: 1/8' - r-0' D II I / II � '811'OOCU'ANCY '81'OCCUPAWY '8'OCCWANCY EVDENCE STOMGE 'IVEC HANC&FM •EL.EC7FICAL FU 184 SF96 8F 579 8FIN _ (300 GROWND FLOOR 1300 GROS6) =GROSS) E 8LA922°x18° E 1 ELEC. EO Y I.T. SERVER 2-118 CHIEFSGT.Rih 2-105 SGT. 2-11 423 8F 2-104 SUPPORT 29000.115 SERV. LT. NET) 2-108 TRAINING • _ _ I EVID. 2 1 STOR. 1 BREAK STOR. 2-107 SECURE F Atlantic WORK 1 2-120 I K 2-111 2-109 STOR. 12-126 --- BRE 2-103 Beach •- l 0 2- COMM. ROOM 2 LAB = - EQUIP. Police L2--_121 R A V STOR. I EVID. C2-110 2-102 RETRVI_ a artment D x rEVID. STAIR STAIR CONF. RM. ADMI -4 JAN. DROP MOP 2-11 ASS — I City Of CNK -- 2-1 — G - - — - — — - _ Atlantic Beach 8 ,, ; �oMr+oNPatwoFt� • STAIR /_i- N0.1 ANIMAL INVESTIGATION 907oConstruction�D __ CONTROL `�' 9 36 2-101 11?A DIB1 TO AN t1t Documents VEL AN0.� p(IT 2 130 li STOR. t� STOR. D 2-128 9 2-129 - 36 I-8 Architect hereb r Y exP -11 r�€serves his common ccopyright and other pro rikghts in these drawings. drawings shall not be repro( o Op O H Without written permission consent of the architect, no tlhey to be assigned to any O E(1EAfOR F 'B' YO • r���l °n and consent. RA7M STAR DEPT. EN MO 1fOTAL p6 8F �4a6 8F n�GR086) I' li O o sheet title SECOND FLOOR PLAN LIFE SAFETY 'I I • scale: 1/16" = 1'-( i • drawn: DEB - checked: IAR K • approved: IAR . date: 06-02-11 I • project no.821-09 SECOND -F �� O . PLAN LIFE SAFETY G-1.0 SCALE: 11W - 1'-0' • sheet G— 1.02 I � ar. 1 2 3 4 5 6 7 g g 10 11 12 OEM 13 14 15 1� I I �' L.6TIJD6 PER emmille Pati o" w Ift Rw«�Taw TWOU.41 -4�>fi PARTITION TYPE � 6XUlV.XSzQ F I tr 64eaarif4vate TitFlue Thkna arra '"'•• - t r o.o xrc m. 101. ,1 i a a • BATT INS"110N,PER PARTITION Fira Res nm katinig..AN-SX/UL Tei w4r,13 4-1;814 0_443 0.780 3W 4 :5-ria 2•arse - ; ,i ," t tra TYPE CONT.69"NTBEAD TYP. A .... . ..... r wra.35.s a+s tr.�as a.�1s a. to nsv itM�' ru l+oe�+wssemhly usage Disaciiatltlet ar(ttif affa6 ra sa tr ay i,4 rrz r-aaa f-res -kr2 6EM44CUMPIRE i 1X11NGl lI6HW CA81NFeT',TYP. 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Y 3f4ftl -ilx uca.Jnsi,s eAari rate`-,fav^+4 s'"Smw ,1,0.r�aaar,,ar s=mare-,- f441"P La# 47+4 £a:tie Zm i�aLY830.11�.'SQ &xri 4�.2"r& ?.i#I Y-t�' :. Z,1,,z :. Fir Rest nGe Mets -AltSr2 Il LG3 rareati iiti.tsiwa r !�Aa l8ytf'*rs#ytrxn»t i+a�rorra tilusLr;,#3o„ C d43'r kdyerr b�t.,�et&�,:rte p'ir"�` +NF O tirr aakae of ararcre�ncrs. /'\ O + .A 1 VIACW x. 17-iF3.rG 1Mk X for(6cou,r�rR 2 ti•M Lear=este,"" tAYOWWW ere r t+,a r r$?a fru auger sirkacr etstsd .twordfir ergwed 'Orairov,%*ll .A harks"avid,atfinehm to tanra4 Wft tertnrl reams 9 fr ttsrrs ttwe b"d es-a"of Vn .: ; 1 i s rip`s � k*:A. �x ewtirwrwao«aetfatmr3 �, ra rag ursrtrt a, B Architects and Planners ■d#Pr�•i..;#;f 4 Mr. ,_- ._.,. - . - TA tyn__onffo*-t apt akAxrt#rte r.o 1'400,,.-aoo 0 ork of"W wi ow.raw*1 tritiTB . I.S.K. Reeves V, F.A.I.A. I cnraorrran OYsmufa COMMO-Tv1m 7a=-X3#r L&r� Kevin R a t i g a n, A.1.A A ..., _,..... �:-,a Pf7'rgsiJrro s+i�t� .�.._,.._.._„ Ian A. Reeves, A.I.A iP usfrrca eriartn GVPWR m-I a■rf-�r3 ar€sL aY 333 N. Knowles Ave. L 1 i Winter Park, Florida 32789 X Ma SHEET STEEL SC ,.� +�+uucu s ra va cr-rrad�P xa�r is rrwcvQe, � (407) 647-1706 I k SPACED 12"O.C.WX 38.Rata and wr011m Fadsars mad hemserhas--�.fas dormer e aa�=A ar9 3fr1^-Ca+arID#1A:a t i�f ais rf r��r� Ft. M Hendry Street Ft. Myers, Florida 33901 tic in n x rw.skukeftood itlN ewe famr d wee eua ca snsr, r[rro as aifi#Wahl z, Y t n SI239-461-3944 I s aeatsaua wa�u JW-"W(,X" ar cs,TIW r0 mart its s� 7 Corporate Registration r`' } "�' No. AAC001197 A} r _..___ { 'Steri±aywa .Iraasswnwd�.feM d,bYa u Nn alna-4 aur tAi. B�$ S fwd,ge6r er t ala an. ..,...«.�. ...-...... - 3'w,ur: iv010ta"gi dk0 Ad 3 hr ar AM$t{rMFs"".' a1 .#I'%Y'.dlMalSM .aM!¢y'+,day€ff - 3Ara t.83E#;,tatKfi4 t11r€�bff d rttt7 L Eftlfld8 zt w shad rw to""Ab.04.+*r 0,A p't"w to t*=ta v*fWA er+nr�tht�s(Apra fi rtrd�i6*" 3/4 t ualtxsasht.rx€.7Ea#ftld�irate�axverk a Ain c3ndnsrratQer'INnM a3ut•�rcaganalegMhrMCweertar*rerdanf lv��Fi�a'RGI W��+Ap���1� 't . x aasm*raN+krb--€4farot:€e1€-rix 3 ta} N a rESn Lig 81Y t Y#i k:&1 nmt 8t w or amt. bnd,Fw kmn used aA 3,t»W res u a tfc,s tn`La3 11.AtD1i saiaa7t irtrtal afik%71es 7�,7aCava::Max of to W.6.�.[rtrie 4etaia tabe diff farinas ma5�a-stataal Ari 6/8 CarYf .WAI.LBOAI'� N /8 r. r �e. METAL. {.cow _W _w a outrr is rr ur veaNrne» to r sda snt6 eo ry n Na 2 ares€; ' TO u T T1� I Vasa/creraus-Man. of W .rte`la kaW aawl oaW M fay Aasc 5,,W Ga r1 rN:M W sa SIMM urger vlwo,4'iia w Qrfak" aft dtfiKilo a Ttit dtsdrd',�1f41 M�a3 T4 r'r'6 qtr t.�fa.ir:G.. item Z: METAL. ABOVE r,asrarrr^^rvr 4alisxurc sixths#1!G>a"lay+r of A trV oaWG mat dy aaraartf ' 9f MIAMI W W,a.N-dril log ridlYcx :: r.Gy""�aosa's *nM ears at ft&k 1,ra�L usxt a a.arvap aka UxkTl ftM aa[Mratarlo.>m.� E tea i4m x ro srravc tar a re Willa,as.ak6e%*011 tt rd ii.ir4 M.�a ter a,t4 A dp orf BATT IIS 16"110N � tam, �� to f2a ' �s t x FR x t ai ikk�ck+cnir+a��€y+rrt i#rrycha&fibs I�rr vtafiora$r ,�,aeue rrri+s+Abx�a tib�F i'fe9u�s; "� ' art lEtwap.+�Fuvr«r€dr.. _ i '61�,4iMpN 9dtrs+R!>�alMtiF.FM!�'L•5ro4.7pn+,/++r�ptRP'.€rRr�`a�e4+3r".1i*9fi+frl,�.!@lxilwi`KxP'wiafn9l#a Rl faetf44 raf+AGeat, <r?r«w' . r9rNae'ta a�frWlay. ... 'i .: FIRE EXTiN%UISHER ELEVATION FIRE EXTINGUISHER SECTION UL IGN NO. UL,263 - 1 HR. RATED r4"'� FIRE EXTIN' GUI HER CABINET ASS Y FOR STRUCTURAL STEEL COLUMNS rJ 03 SCALE: 1-1/2' T-O' '.beesvir No,"'U rai, k` I II R > '�0�,-. 9 llo� r , Ilk. 'FATa .nnt°" t .n. E �a�1►� - F _T L in Saud �ift. it ft•fir i i w.trt ai Va „ IL ' �-f%Aalr'�'L thug 1. mirwd-,wl'QA i;L it ."RIS 111WJ1 d' r Q fd mn -�-T; fs r W-?Q. yup 'YA%6' - hxwwd r*1, rn 1�C, 'VW; From en&.� 7.4�ice, d ,.. FIRE RESISTANCE DIRECTORY(l3XRN) s'al ClC11 ftili V "e' O11110 Wiitto by 1,�`2 inT. a ,ff11i1 FRl fl ::" tF3S a WKI FIREI ESISUNCE RATINGS - ANSI/UL263 (8XUV)--Continued �aIIN RI ti.` huh ' �. its epa 4M or 6"mthl f1 'a ve r) M 1' L'C" F Atlantic Design Na, U465 Nonbearing Watt Rating-1 HR. 'C`�T&l t at .�t-(.r. I , .Xr Beach r t. Police 2 3 a s t 3ry . a +r `XCi�.. ; D - ° a. -r -- " ., ;, r it �y .�� Wa111 ����� ��� •� h '. "MT N�e�-ass�"I r e€ - '� .- '(7i�V=1L Ut'AW5RWNNl111U ayi�i010MIAES MUD",#&CYN�fP1TM vK E C rI.iF�' arsraeirw �eatarokrgr,xioeeiaoaarioortaac �farrr ,ntrt�r ,r, xtal�� l-ppnEs02 &4 squ me- 'Ou. City of L flag and Ceiling Runners-(not shown)--Channel shaped runners, "MOW yhaarss sMMAINir�h4oft�e6rr@5orrsrWh ~InFWW64a©fUtr}Idings p � � �� tx1 of �-1%& G 3-51 in.wide(min),1-1/4 in.legs,formed from No.25 MSG(min)gaty Rlt wlrRre ceBE�rtrcq nt 1 ' .-� Atlantic Beach steH attached to floor and ceilingwith fasteners spaced 24 in.OC max. '�'1f�r' awd ` a� �Ir ,�t • '���2.�..; > ii8rd�1G kit. Z Ste@ Studs-Channel shaped,3-5/8 in, wide(min), 1-1/4 in. Legs, 3/8 w:. 24 i ed back returns,formed from No.25 MSG min alv,steelspaced in,firl�ll� � f11� OAF ltdf>�xkk ` OC max. { }gyfr pend cors ! r `,. $.II I#^ 6 ,'li�' : t '+ 0% Construction �ptoNaess IDia3 ur,- rrY�o1 baDl 3, and Blankets*-(Optional)—Mineral woof or glass fiber Batts -�,•, _�--.- pa ly or completely fitting stud cavity. l a., - Documents lents See' tts and Blankets(BZJ2)category for names of Classified companies. . 4.Watt rd,Gypsum*-5/8 in, thick, 4 ft wide, attached to steel studs �2 i tma 24' i W ta to ,011d� . and or and ceiling track with 1 in. long, Type S self-tapping steel 3. Bp Rpt jf - sere spaced 8 in,OC.along edges of board and 12 in. OC in the field 1htfl1'iS'..C�1'ti'iP i��W-41�i't� Arr'chitect hereby exprE oft►a board.Joints oriented vertically and staggered on opposite sides aftFa assembly.When attached to item 6 (furring channels), wallboard *N � u re?Serves his common cc�pY 9 prop - r F attached to furring channels with 1 in.long,type S steel screws � - ri ht and other o as sQ 12 in. OC. s a gar J . , el The fiber � WA ;�, rights in these drawings. TI 1 American Gypsum Co.-Type AG-C, �.l�'" tnt TIa R BI. riOM rte? , Saral,Gypsum Inc.—Type BG-c. >11 - �, dr~cawings shall not be reprodi =sum Compatry-Types AR, C, IP-X2, Scx, sNx, WRC Fttr Raang Smdy Appcad,c E 'w- 6,=taly- without written permission or YYRX. f1t "` t'i�f 111 H ontihentalG sumCompany—TypesCG-C CG5 5 CG6-6 CG4-4 Fire Resistance,Ratings ANST1' L 63(Bxt>`,'; tri ++ .- e: consent of the architect, nor CGTC-C. YP UL-Underwriters Laboratories Inc. Vi4�ku++o A'", On Mp+AmrAn!@��IAAtreflagrerrfaaedaensa►�Ikfr►0. I� OEt ��'�, thcey to be assigned to any -P Gypsum Corp.-Types 5, 9, C, GPFS6. Fire Resistance Dire=ny ZOD1-Volume i t i�Aefr�aaak { inn+ � i ' 'd i- farge Gypsum, A Div. of Lafarge Corp.-Types LGFC6, LGFC-C. �} � pP��1L��1On and consent. ationat Gypsum Co.,Charlotte, NC-Types FSK-G, FSW-G. Design No.U906 y 3� S m, AM. �s ivM� rC V 9116 t J -Monat Gypsum Co., Riyadh,Saudi Arabia-Type FR or WR. Bearing Wall16ting,-Z Tic ' a e .i1-tppe nrrel +ad R t .��ai rill.Tim I�r abco Gypsum Co.-Type PG-C. Naabe wan 2 T r � m�r.daeiorlr �tifri�a�teMa 6 -, maptsin epublic Gypsum Co.-.Type RG-C. � - �!•�pri t,- t� �gx.� �i>'�4Rff�tri! i!� tandard Gypsum Corp.-Type SG-C. `{ _m-� tifa4 2i" s, t ,1 g,t1 ItI dkL'.. , ••d� i ample-Inland Forest Products Corp.-Type TG-t. - j ;°-``, ,' t • j l ;I 3 � 1 i� 1 7�SEii[aad `�alGskll r� �r 1 ( I Wiled States Gypsum Co.-Type AR C IP-X2 SCX SHX WRC or , ,. YP YP , , W :_ _ ;•. RX esa Oanamericano 5A de CV Type AR,G,IP X2,SCX,SHX, WRC �-,�5,;4 ,;, .,,, . _, .. �;..a-•-�`,�:' '.`•��_ �,�. ,t• ,, or WRX. i.J l_ ..r. .,. R?r?l l l.. `9 _ � - - use, lea bi.' ."Lk"-:�t+� 1 . 4�5 vVest#oc Inc.-Type Westroc Fireboard. i- _ r 1, Ccascrete T3l�ocks`-Nominal 6 by 8 by 16 in.,bollowor'solid,Glassiracataon Z1_(2-hr) 4A.Wal aid,jGypsum"-{As an alternate to item 4)-Nom 3i4 in,thick, • Jilo i a '- 4 ft de,installed as described in Item 4 with s rew length increased to Anrlux Concrete Pooduda Inc. _ - . >; sheet title 1-1 in. S g AilttwAibde compressive stress of 5�"ra of mix aitcnua6le compressive stress in accordance •, _ ,y4 , _ . . . I , ,'.t�w � �'� �I Ell�lAi�it Cana 1r'ian Gypsum Company-Type AR. with tlzEempiricaidesigatmethcat3:. . .;- _x , ` ' .'�,� �►` "� �i ?�," .•'� E'}i14Y- Unite d States Gypsum Co.-Type AR. Setco 131o&&Products Inc,DBA �r � �7,�, *t; FIRE RATED Yeso Fanamericano SA de CV-Type AR. Arthur Whitcomb .lMgar i41fg1 MN tW/MitaDGt� C-, ASSEMBLIES to,Wal rd, Gypsum*-(As an alternate to Items 4 and 4A) --5/8 in. Westbrook Concrete Block CG.Inc. t�1 wim thic 'nstalLed as described in Item 4. Joint coveringItem 5 not Allowable compressive stress of 75.6%of max ` ( } compressive arresa in a�ctGsi.{aa°ace q i d, with the empirical design method. ii ane 'an Gypsum Company—Type WSX.. .� i1�414M1r' ,. . . = , �• ,� ` �t ypsMortar-Blocks laid in full heed of mortar,nor it 3/8 in,thick,of not teas than_.1/=t and not # OF a•� kt °x".(11 ilk ._ reI nited States Gypsum Co.-Type WSX. inure than 3-1/2 pasts of clears sharp sand to 1 part Portland cement(proportioned fav 3, �rwd "`it1 llod' 1<i i �� -WX eso Panamericana SA de CV Type WSX. volurnc?and net more than 50 percent tai lut�c retacnt+*alu ne` emcal amts - . •. '�-'+�." ,,,. - .:; ; -� a�ai .4 dt�at:11� icy,�`leal,d rtliil tt��esL�' f 5.Jain Tape and Compound—Vinyl, d or remixed joint compound, :; x,.. r ■ : ,P , P P gtra . . . scale: N.T.s. a Ii in two coats to joints and screw heads; paper tape, 2 in. wide, 7[ t[t �eta � J joints. P,p P 3 Portland Cement Stucco or uu: �, G _ ,� ,, r,,lralrxnsll4'""or+t.:' #tlld�eliC�li !` �'>C� r ,1�, r em ded in first Layer of compoundv r in s• As n t > Qt1ci z ht eta tassati anon if used.Attached Y over all io t a alternate, to concrete blocks'Item R, s - ;r '..S�q .so+rrrl' slrtl2a'ato l t, � raomi t 3/32 in. thick sum veneer taster may be applied to the f ) -� �= / 9YP F Y PP , - ,. ft, ,4 • >i , r � • drawn: SR enti'r, surface of Classified veneer baseboard.Joints reinforced. 1 Foamed PlasNr it atronaLNcrt Shown)-I.112 tet.tixt x.m�,4 wide sheathing attached .,.. $11dd :ala�at 1lrrcat3 o f � a 6.Fu n i to concrete ate bitaetcs(item 21 T -_ .. p { Channel-(Optto al Not Shown)-Resilient 25 MSG galy steel . 'i��$ # I o�i0�r 1 • checked: IAR fu channels spaced vertically max 24 in.OC,flange portion attached t3I'S America,Isar to $ h intersecting stud with 1/2 in, long type 5-12 panhead steet BPB Celotez-T7ixThermaz irltfsiltNQurAllrsMgggulAt�Jrmglkd]C K • approved: IAR SCre 'Bearing the UI.Clasufication Mark ' P P 'Bearing he UL Classification Marking date: 06-02-11 UL D CN NO. U465 UL DESIGN NO. 9106 UL DESIGN NO. U469 - 1 HR HbR12 ; NTAL project no.821-O9 1 ! 1H RATED INTERIOR STUD WALL 2 HR. FIRE RATED WALL (CMU) FIRE RATED INTERIOR STUD WALL 1 2 3 sheet G-1.03 s ISI i All I CH FL 32233 � 850 SEMINOLE:. ROAD ATLANTIC BEA 7 AL J JJL J.1L AL I7 I , r I r � 5} p f ani 1" I v a* f� n� rt r� r � i J ., ` ,d�";. / ✓t d� �"` , ., r r .��"� '�/ � �.^�was r.� �;r�� ��� �,n,.,g.: �>,�;y".: r cm ' ,.... „y, s` �,. ��� (fit d a ,.+� : '' ✓.''a s S"� r nsi . s. '" all ° x' r., , F ADDRESS: 850 SEMIN E OL ROAD NAM , I � I a s :HEFT INDEX , t Cl CONEA SHEET rt C21 GEIS ERAL RTES e C3 DE /EROSION CONTROL PLAN C4 S D UTILITY PLAN NORTH C5 S D UTILITY PLAN SOUTH co , w C6 t PLAN NORTH coM C7I D C PLAN SOUTH CO N v C8 PA AND DRAINAGE DETAILS N C9 '� WA01 AND SEWER DETAILS C101 MAI NANCE OF TRAFFIC PLAN CL DUVAL COUNTY cm SIF P AILSLp o VICINITY MAP Longitude 81 .24'12” C121 STCIFIWATER POLLUTION PREVENTION PLAN = .T.S. Latitude 30*19'58" ZO (10 V) i WOZI PROJEM i a i N �I 1066 N 0 3 DING ATLA TIC B I' A C I" I DRAVAM Ni VI 1 OF 19 fjENf,R_AL PROD' CT NOTES GRADING & DRAINAGE NOTES GENERAL NOTES FOR WATEIR AND SEWER INSTALLATION (Cont,) 1, TFESE CSTR6, TIOlN PLANS ARE BASED ON A TOPOGRAPHIC & BOUNDARY SURVEY, INCLUDING 1. PERFORM CLEARING AND STRIPPING OF TOPSOIL AT LEAST THREE FEET BEYOND 1flHE (3) SEPARATION BETWEEN WATER MAINS AND SANITA Y IDR STORM SEWER MANHOLES pRt7PERT LINELEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT PERIMETER OF THE PAVEMENT AREAS. GRADE THE PERIMETER AREAS AS REQUIRED TO ELEVATI S, OtTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS AS PROVIDE POSITIVE SURFACE WATER RUNOFF, NEW SPOT ELEVATIONS AND NEW (A) NO WATER MAIN SHALL [PASS THROUGH, OR C0110i INTO CONTACT WITH, ANY PART OF A PROVIDED BY A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC., FEB. 16, 2010, ELEVATIlmNS CONTOURS REPRESENT FINISHED GRADE, TOP OF SUB MAT AND TOP OF PAVEMENM•� SANITARY SEWER MANN , VERIFY EXISTING ELEVATIONS AND BENCHMARKS PRIOR TO BEGINNING WORK. NOTTiFY AWN REON E RELATIVE TO N.A.V.D. 1988. (B) WATER MAINS SHALL NOD, BE CON TRUCTED TERED TO PASS THROUGH OR COME INTO CONTACT THE ARCHITECT/ENGINEER IN THE EVENT OF ANY DISCREPANCIES AND/DR ERROR§ OR WITH, ANY PART OF A STORM SE R MANIPEJNES, INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY 2, PRI]TECT ALL VEY AND PROPERTY MONUMENTS, IF A MONUMENT IS DISTURBED, THE IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION. FEASIBLE OR ECONOMIC4ALLY SENSI LE To PLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CLWTRAC SWILL 'CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE CONFLICT IN THE ROUTll*G OF A ATER MD A STORM SEWER AND WHERE ALTERNATIVE ROUTING N 2. MAINTAIN THE GROUND WATER LEVEL AT LEAST TWO FEET BELOW THE FINISHED] OF THE WATER MAIN Of( THE STO M SEWEOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY PAVEMENT LEVEL AT ALL TIMES. PROVIDE A SMOOTH TRANSITION BETWEEN EXISITING SENSIBLE), A SPECIFIC q'ERMIT MU T BE OB G FROM DEP PRIOR TO CONSTRUCTION OF ANY 3, TIE GE RAL TRACTOR WILL BE HELD SOLELY RESPONSIBLE FDR AND SHALL TAKE ALL PAVEMENT AND NEW PAVEMEN'[. FIELD ADJUSTMENT OF FINAL GRADES MAY BE EXCEPTION. PRECAUTI S ESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING NECESSARY. STAKE THE STORM SEWER, WATER, AND THE SANITARY SEWER SYSTEM (4) SEPARATION BETWEEN FIRE [HYDRANT DRAINS NITARY OR STORM SEWERS, WASTEWATER OR THE C RUCT PHASES OF THIS PROJECT. PROTECT ALL STREETS, FENCES, TREES, AND NOTIFY THE ENGINEER OF ANY CONFLICTS, NOT COVERED DN THE PLANS, PRIOR STORMWATER FORCE MAINS,, RECLAIMED WATER AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. UTILITIES ABOV AND UNDERGROUND, AND STRUCTURES THAT ARE TO REMAIN. REPAIR TO THE INSTALLATION DF ANY PIPE. INSTALL ALL UNDERGROUND UTILITIES PRIORI TO CENTRACTOR-CAIMED DAMAGE AT NO ADDITIONAL COST TO THE OWNER, PREPARATION OF SUBGRADE FOR PAVEMENT. REMOVE ALL UNSUITABLE MATERIAL IfROM (A) NEW OR RELOCATED FlRFE HYDRAN S WITH UNE GROUND DRAINS SHALL BE LOCATED SO THAT PAVEMENT SUBGRADE TO 2.5 FEET BEYOND BACK OF CURB 0R EDGE OF PAVEMENIT, THE DRAINS ARE AT LEAST THREE! FEET FR Y EXISTING OR PROPOSED STORM SEWER, STORMWATER 4. PERFO4ECYCEM, L K IN A SAFE MANNER. FOLLOW ALL SAFETY RULES AND GUIDELINES OF REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND EXCESS SUITABLE FILL FORCE MAIN, OR PIPELIW CONVE NG RI LAI E j WATER REGULATED UNDER PART III OF CHAPTER 62-610, MATERIALS FROM THE SITE, F.A.C.; AT LEAST THREE: FEET, AN PREFERA L ;TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM O,9,H.ACON RACTOR IS WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, TYPE SANITARY SEWER; AT LEAST SIX FEET, N PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED OTHER INTRUDERS, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING GRAVITY OR PRESSURE TTYPE SANI ARY SE ASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED THE COF THIS PROJECT. INCLUDE ALL COSTS ASSOCIATED WITH COMPLYING WITH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLL€ WATER NOT REGULATED [UNDER PART III OF C A 62-610, F.A.C.; AND AT LEAST TEN FEET FROM uVi.ACONTRACTOR ONS AND THE FLORIDA TRENCH SAFETY ACT IN THE CONTRACTOR'S BID. MATERIAL AND REPLACEMENT WITH STRUCTURAL FILL. FURNISH TESTING FOR ALL ANY EXISTING OR PROPOSED "ON SITE SEWA EATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION SUBGRADE, LIMEROCK AND ASPHALT AS REQUIRED BY THE PROJECT SPECIFICATIO10S. 381.0065(2), F.S., AND RULE 64E-6.002, F.A. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND THE CITY OF ATLANTIC @IEACH. 5. PFUOR TC PREPOIRING THE BID, VISIT THE JDB SITE AND REVIEW AVAILABLE GEOTECHNICAL CIRMAT DN (I LUPING THE REPORT PREPARED BY AGES, DATED JULY 1, 2010 4. ALL PIPE LENGTHS ARE APPROXIMATE AND MEASURED FROM END OF PIPE TO END) OF 8. MECHANICAL RESTRAINTS ARE PIPE. ACTUAL LENGTHS MAY VARY. USE DIMENSIONS TO THE MAXIMUM EXTENT POOIBLE. R@QUIRED WHERE WA AINS AND FORCE MAINS ARE TERMINATED, AT ALL pRIjIJ. # 1472 001. PRIOR TO PREPARING THE BID, FOR THE PURPOSE OF BECOMING TEES AND OTHER FITTINGS AS SII410WN IN JtA CONSTR C ,ON DETAILS W-31, W-37 AND S-38. MECHANICAL FAMILIAR WITH HE NATURE AND THE EXTENT OF THE WORK AND SITE CONDITIONS, EITHER SCALE DRAWINGS FOR REFEREIJCE ONLY. COORDINATE ALL WORK WITH OTHER UTILITY RESTRAINTS TO BE MEGALUG TYI�• SURFACE SU SURFACE (INCLUDING GROUNDWATER CONDITIONS), WHICH MAY AFFECT THE WORK INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, WATER, CABLE, 9. UNSUITABLE MATERIALS UNDER WATER ANDS SEWER M N SHALL BE REMOVED AND REPLACED WITH SELECTED ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED, [CUT TO BE PE AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL BACKFILL, PROPERLY COMPACTED TO 95% 01 MAXIMU SITY. WT RELIEVET CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE CONTRACT, THE PRICES AND FILL SLOPES ARE NOT TO EXCEED 4d UNLESS OTHERWISE NOTED, 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITH E CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES ESTABLISHED F THE WORK TO BE COMPLETED WILL REFLECT ALL COSTS PERTAINING TO AFTER PREPARATION OF SUBGRADE AND PRIOR TO CONSTRUCTION OF BASE COURSE€. THEW . ANY LAIMS FOR EXTRAS BASED ON SUBSTRATA OR GROUND WATER TABLE INSPECT THE SUBGRADE AND COORDINATE WITH THE OWNER TO MAKE RECOMMENDAPTIONS FOR MAINTENANCE OF TRAFFIC aIND METH OF CONS TION AND REPAIR. CMDITI S WIL NOT BE ALLOWED. FOR THE INSTALLATION OF UNDERDRAINS, ALL INLETS SHALL BE PROVIDED WITH 11. ALL POTABLE WATER AND SEWA(9E FORCE MAINS 4 IN H 5 AND LARGER SHALL BE C-900 DR 18, CLASS 150, KNOCKOUTS FOR UNDERDRAIN PIPE, PVC OR DUCTILE IRON, CLASS ifp, OR BETTER, UNLE THERWMSE NOTED ON PLAN SHEET. 6, VKISTI ANDNDERGROUND UTILITIES HAVE BEEN SHOWN FROM THE BEST INFORMATION 5. ALL DRAINAGE STRUCTURES SHALL HAVE POURED INVERTS TO MINIMIZE STANDINt 12. ALL GRAVITY SEWER MAINS SHAD BE SDR 26 PVC C F RMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, AVAILABI` . NOS FY ,RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF CONFORMING TO ANSI A21.50, A% REQUIRED, OR BE R. EXISTING UTILI, ES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING CDNSTRUCTIDN. IF A WATER. gI (REP Y I NOTED, NOTIFY THE OWNER AND ENGINEER AND RESOLVE THE DISCREPANCY 13. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE N SHALL BE SUITABLE FOR 250 PSI NON-SHOCK WORKING PRIOR TO C ING CONSTRUCTION. EXERCISE EXTREME CAUTION WHILE WORKING NEAR 6. AS-BUILT SURVEY SHALL MEET ALL REQUIREMENTS OF SJRWMD APPLICANT'S PRESSURE. GATE VALVES SHALL BE MECH NICAL JOI T FLANGED, VALVES SHALL BE IRON BODY, BRONZE EXISTING UTILI, ES. PAY FOR AND REPAIR ALL DAMAGES MADE TO EXISTING UTILITIES OR HANDBOOKi REGULATION OF ST13RMWATER MANAGEMENT SYSTEMS CHAPTER 40C-42, fF.A.C. FITTED. VALVES SHALL BE CLOWW M&H, M ELLER, OR A ROVED EQUAL. VALVE BOXES WITH SCREW EXTENSIONS SHALL BE OF CAST IFRON CON TRUCTION INCH MINIMUM WALL THICKNESS AND SHALL BE NON- SECTION 18.1.2. TACKY TAR ENAMEL COATED. NE WORD EWER SH BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. I{ OVE NTS. ERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING " UTA-ITIES TO CONNECTED TO, (SUNSHINE 800 432-4770), 7. EXISTING PIPE SIZES SHOWN 'ON PLANS ARE APPROXIMATE. THE CONTRACTOR IS ALL GATE VALVES INSTALLED SHyALL OPEN Y TURNIN THE LEFT (COUNTER-CLOCKWISE) WHEN VIEWED RESPONSIBLE FOR VERIFYING EXISTING INFORMATION PRIOR TO CONSTRUCTION AND FROM THE TOP. VALVES SHALL [HAVE RE ENT SEA 7, jJRNISH SHOP' AWINGS TO ENGINEER INDICATING MATERIALS ER DF INSTALLATION NOTIFYING THE ENGINEER REGARDING ANY DISCREPANCIES. 14. HYDROSTATIC AND LEAKAGE TESaTIING, AND DISINFECTi THE WATER MAINS INSTALLED SHALL BE FOR ALL NTS OF THE PROJECT, ENGINEER'S APPROVAL PRIOR TO THE PERFORMED IN ACCORDANCE WIN AWWA STANDARDS FAC CHAPTER 62-555 . A REPRESENTATIVE OF THE pUWCHASE � ERIALS AND CONSTRUCTION. CITY OF ATLANTIC BEACH MUST FBE PRESENT DURING 0,1HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO GENERAL NOTES FOR WATER AND SEWER INSTALLATION �� BE cERTIFIED BY A REPRESENTA�TnVE of E DESIGN NEER. 8, VF.RIFY AND PR TECT ALL EXISTING TREES AND NATUP TO REMAIN UNDISTUR D. C AR & GRUB AREAS INDICATED FDR ' V �4I ,LL ROOTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT Y / ALL UTILITIES AND FOR 15. FLUSHING AND DISINFECTING OF WIATER MAINS TO BE 0 DINATED WITH CITY OF ATLANTIC BEACH PUBLIC qir[® MIS( LLA S VEGETATION EXCEPT SPECIFY'" - �' i"ECTED FROM DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UT�►� D SUNSHINE STATE UTILITIES DEPARTMENT AND THE fpUBLIC WORKS INSPE T . T:g1lAGE )RING ONSTRUCTIDN WITH THE USE OF � , IRATE DR ONE-CALL SERVICE 800-432-4770 48 HOURS IN ADVANCE OF W� ( ) 16. BACTERIOLOGICAL TESTING OF WtATER MAIN TO BE PERF MED BY DOH CERTIFIED LABORATORY, PAID_FOR STORE HE VY E IPMENT, NOR HANDLE, NOR STORE - DRIP LINES OF V PROTECTS TRE OR OUTSIDE THE LIMITS OF GRADIN. ax SURGEON WILL BE 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDINr JOB SITE AND ARRANGED BY CONTRACTOR• COORDINATE ALL A TI TIES WITH CITY INSPECTOR. REQUIRED S MINOR TRIMMING OF PROTECTED TREE, CRY. UNPROTECTED TREES CONDITIONS. J�o � 17. NO CONNECTION TO EXISTING P05TTABLE WATER SYSTEM LL BE ALLOWED UNTIL ALL PROPOSED WATER REOUIRI REMO AL MAY NOT BE SHOWN ON DEMOLITION J SURVEY. COMPLY WITH 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTh jF ATLANTIC BEACH LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AN ARED FOR SERVICE. ALL, LOC CO , OBTAIN ALL PERMITS, AND PAY ALL FEE, AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. 18. POST CONSTRUCTION TELEVISION INSPECTION AND 596 CTION TEST SHALL BE REQUIRED ON ALL GRAVITY 9, pRjOR TO CONS UCTION, REVIEW ALL PERMIT CONDITIONS AND REGULATORY REQUIREMENTS AND 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLAK ARj)S AND SPECIFICATIONS SEWER. A FULL REPORT AND TAPE OR CD AS TO CO DI OF THE PIPE NTH PERTINENT DATA SUCH AS UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REM, ECIFIICATIONS WITH DISTANCE BETWEEN MANHOLES, 100CATION SERVICE C. SHALL BE SUBMITTED TO THE ENGINEER AND q],11ERE T ALL UCH CONDITIONS AND REQUIREMENTS DURING CONSTRUCTION. DISPOSE OF EXCESS EXCEPTIONS AS SHOWN ON THE PLANS OR IN THE NOTES. CITY OF ATLANTIC BEACH. ANY [DEFECTS NCOUNTER ALL BE REPLACED OR REPAIRED PRIOR TO FINAL M4tERIAL IN A EGAL MANNER OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST UNLESS ACCEPTANCE. ALL REPAIRED SE-tTIONS MU T BE REI TED PRIOR TO ACCEPTANCE. OTHERWIS NOT D. 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NL ..E TO THE CIVTY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT (247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEKI ORE ANY LINES ARE 19. SHOP DRAWINGS ARE REQUIRED /AND MUST jBE APPRO BY THE CITY BEFORE CONSTRUCTION. CONNECTED TO THE EXISTING UTILITY SYSTEM. 10. IT IST CDN RACTOR'S RESPONSIBILITY TO PROCESS THE 'AS-BUILT' DRAWINGS FOR 20. ALL INSPECTIONS AND TESTING SHALL BE C$OORDINA TH THE CITY. APPROV BY HE "CITY. 'AS-BUILT' DRAWINGS TO THE CITY AND THE ST. JOHNS RIVER 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM FINISHED GRADE IN [UNPAVED AREAS AND 36" 21. THE CONTRACTOR SHALL SECURES ALL NECESSARY PER TO WORK IN EXISTING RIGHTS-OF-WAY. VATER NT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FIN16SHED GRADE AND SHALL REGISTE D L D SURVEYOR, THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. 22. ALL DISTURBED AREAS SHALL BES SODDED �►ND MULCH OR SEEDED AS DIRECTED, AND AT A MINIMUM TO CONT ACT ITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE RESTORED TO PRECONSTRUCTION `CONDITIONS p'REPARA ION, i IELb LOCATIONS, CERTIFICATION AND SUBMITTAL OF 'AS- BUILT' DRAWINGS 7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.31 (F.A.C.) LOCATION OF PUBLIC WATER SYSTEM MAINS: 23. EXISTING ASPHALT SHALL BE SA,Vw_CUT IN STRAIGHTIN FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET R ACC DAN( WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD 1 HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARIA OR STORM PAVEMENT CURB, SIDEWALK, OR (OTHER MATERIAL SHE REPAIRED AS DIRECTED AND APPROVED BY THE W GULAT ONS, OC-42-028 Ce)). O SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELIINES, AND ON-SITE DIRECTOR OF PUBLIC WORKS. WNSITY TEST NG MUST lCOORDINATED WITH THE PUBLIC WORKS INSPECTOR Z 11. AI-BUIL DRA NGS PROVIDED BY THE CONTRACTOR SHALL SHOW ALL EXISTING UTILITY SEWAGE TREATMENT AND DISPOSAL SYSTEMS. l L.�S E DUNi RED DURING CONSTRUCTION. PLANS SHALL CONTAIN SIZE, DEPTH, CLEARANCES 24. THE CONTRACTOR SHALL FURNISIM AND INSTALL ALL FlTTIAS NECESSARY TO ROUTE PIPES AROUND OTHER VITH 0 R U ILITIES, MATERIAL, LOCATION AND, IF KNOWN, TYPE OF LINE - SHOW ON AS-BUILTS,, (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PR( TIDE A PIPES OR OBSTRUCTIONS AS REWIRED. HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE ff THE WATER 25. ALL EXISTING UTILITIES HAVE BEES SHOWN bN THE PFROM THE BEST AVAILABLE INFORMATION. THE 12, DIMENSI S AFS T13 THE EDGE OF PAVEMENT, EDGE OF CONCRETE, OR TO FACE DF MAIN AND THE O PIPE I OF ANY EXISTING AI PROPOSED STORM SEWER, ERR PART III OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCES OR OMISSIONS IN THE LOCATIONS OR GRADE OF H�IILDI , UNL S 'OTHERWISE NOTED. FORCE MAIN, OR Plf EUNE CONVEYING RECLAIMED WATER REGULATED UNDEIR PART III OF FACILITIES OF THIS TYPE, THE C@1NTRACTOR SHALL B [ RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN CHAPTER 62-610, F'.A.C. �CONSTRUCTION AREA. LOCATION[ SHALL BEi MADE INNCE OF CONSTRUCTION IN ORDER THAT CONFLICTS 13. SLID ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. MAINTAIN NEWLY GRADED (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PR04ADE A MAY BE RESOLVED. AOtEAS ASID RE AIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. DO NOT HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN SET BETWEEN 26ALL PIPING ARRANGEMENTS AND [LOCATIONS, AND lOC Tl SOF PIPING NOT SHOWN, SHALL BE PROPERLY DISTURB PROT .TED TREES OR WETLANDS AREAS UNLESS OTHERWISE DIRECTED. THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OIR PROPOSED REFERENCED AND RECORDED ON `THE RECORD "AS-BU DRAWINGS. Q VACUUM TYPE SANITARY SEWER. 14, CIORDI TE A WORK WITHIN CITY AND STATE RIGHT-OF-WAY WITH THE PROPER (C) 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AN LACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT q ENCIE FOR'', AINTENANCE OF TRAFFIC, METHOD OF CONSTRUCTION, AND REPAIR. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PR( DEA PAVEMENT. REPLACE MIAMI CURlb AND GU R IN KI = GRADE TO DRAIN. HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE p0MVIDE ACCO S TO ALL EXISTING FACILITIES (HOMES, BUSINESSES, ETC.) LOCATED OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROOSED GRAVITY 28. ALL NEW SANITARY SEWER PIPE SCHEDULE TO REPLA XISTING GRAVITY SANITARY SEWER SHALL BE VITHIN *RojEt r LIMITS AT ALL TIMES. ADDITIONAL NON-PROTECTED TREES OR PRESSURE TYPE SANITARY SEWER WASTEWATER FORCE MAIN OR PIPEtUNE INSTALLED AT EXISTING MANHOLE"' INVERT E VATIONS, WITH UNIFORM SLOPE OR GRADE BETWEEN NOT N ON PLANS MAY NEED TO BE REMOVED. CONTRACTOR TO FIELD CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTo 62-610, F.A.C. INVERTS. GRADE SHOWN ON PL*14S MAY ADJUSTED APPROVED BY ENGINEER. PREPARE CUT SHEETS VfRIFY SITE C INDITIONS. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY WITH INVERTS AND CALCULATED (ORADE PER SPECS. TYPE SANITARY SEVERS SHALL BE REDUCED TO THREE FEET WHERE THE IFOTTOM OF THE 15, C:ONTRACTOR Sl ALL PROTECT PRIVATE PROPERTY DURING CONSTRUCTION AND WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWEIR• 29. ALL EXISTING WATER PIPE, INCLUJDING SERVICES SCHETO BE ABANDONED, SHALL BE REMOVED IF WITHIN TRENCH OF NEW WATER MAIN, Olk WITHIN TRENCH OF SERVICE, UNLESS OTHERWISE DIRECTED. C#IORDI TES DOLED WORK WITH THE ENGINEER. (D) NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PRO4ADE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF 16, CONTRACTOR SALL LOCATE AND EXCAVATE ALL EXISTING WATER MAINS AS REQUIRED TO REVIEW ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSALL SYSTEM" AS DEFINED IN 30. IF WATER IS NEEDED FOR CONSTFAUC11ON A TIMTY, A TRUCTION METER AND BACKFLOW PREVENTER SERVIC C CTIONS AND PROVIDE PIPE AND FITTINGS REQUIRED FDR SERVICE RENEWALS. SECTION 381.0065(i!), F.S., AND RULE 64E-6.002, F.A.C. SHALL BE OBTAINED FROM CITY OF ATLANT C BEACH FUELIC UTILITIES DEPARTMENT. 17. THE C RACY SHALL FURNISH AND INSTALL EROSION CONTROL FEATURES AS NECESSARY LT 31. ALL FIRE HYDRANTS TO BE PAIN^,TSD YELLOW. OPEN INSTALL BLUE HYDRANT MARKER IN ADJACENT TO PREVENT � OR DEBRIS FROM LEAVING THE SITE. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OIR STORM SEWERS, PAVEMENT. WASTEWATER OR STORMNVATER FORCE MAINS, AND RECLAIMED WATER PIPEUNE§. 32. ALL WATER AND SEWER SERVICE , N i8, T04E C TRACT` MUST COORDINATE THE ADJUSTMENT OF UTILITIES AND UNDERGROUND (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING tOR AND VALV LOCATI ALL BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT). STRUCT S T AVOID CONFLICTS. PROVIDE A 12' MINIMUM CLEARANCE BETWEEN ALL UTILITIES, PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE WATER SERVICE - "W" ON TOI OF CURB, (6" FROM E OF PAVEMENT IF NO CURB & GUTTER) CV, AS QUID D BY THE CITY. SERVICE INTERUPTI13NS MUST BE COORDINATED WITH PUBLIC LAID SO THE OUTSIDE: OF THE WATER MAIN IS AT LEAST SIX INCHES, AND [PREFERABLY 12 SEWER SERVICE - "S" ON TOFb OF CURB. (6" FROM E OF PAVEMENT IF NO CURB & GUTTER) VIORKS SPEC OR A MINIMUM OF 24 HOURS IN ADVANCE. INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHEIR PIPELINE. VALVE - "V" ON TOP OF CURS, (6" FROM EDGE OF P ENT IF NO CURB & GUTTER) G HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER 09IPELINE. 19, UNLESS DIREC ED OTHERWISE BY PROJECT PLANS AND SPECIFICATIONS, CONTSRUCTION METHODS 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. 0 OOLY SERVICES PERMITTED. ALL SERVICES MUST HAVE N Q A00D MAT RIAL MUST BE IN ACCORDANCE WITH CURRENT CITY OF ATLANTIC BEACH AND FLORIDA (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING (OR N 4 DEPART NT TRANSPORTATION STANDARDS. PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATEIR FORCE DOUBLE STRAP TAPPING SADDLE% WITH CORP. STOPS T 'THE MAIN. M 00 MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE 34. WATER METER BOXES TO BE DOI&LE WALL APLASTIC WI TOUCH-READ UD AS AVAILABLE FROM SUN STATE 20, SAWCUT SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, AND ALL PAVEMENT PRIOR TO REMOVAL. WATER MAIN IS AT U=AST 12 INCHES ABOVE OR BELOW THE OUTSIDE TRW OTHER METER & SUPPLY. PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE 7W OTHER PIPELINE. 35. MANHOLE COVERS TO BE PAM Rte-HINGED[ COVERS AAI BLE THROUGH PORTER ASSOCIATES, 352-589-5888. s T (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVL�ONE FULL LENGTH OF 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOU AT THE PROPERTY UNE. � g WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPE E SO THE WATER MAIN ALL DE ISHE� MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS _ p HERWI D� IONATED. DISPOSE OF DEMOLISHED MATERIALS OFF THE OWNER'S JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, 37. MAINTENANCE OF TRAFFIC PLANS; TO BE SUBMITTED T TY ENGINEER 7 DAYS PRIOR TO START OF � � � a p�tOPERT IN LEGAL MANNER. REMOVE ALL EXISTING PAVEMENT, BASE COURSES, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AF LEAST THREE FEET FROM CONSTRUCTION. COORDINATE IN (FIELD WITH CITY INSP C CTR. ALL JOINTS IN VACUUM TYPE SANITARY SEWERS STORM SEWERS STORMWmwR FORCE MAINS OR PIPELINES 38. ALL WATER SEWER CONSTRUCT[ O SIDEWAL S, C BS, BUILDINGS, FOUNDATIONS, ETC. SCHEDULED FOR REMOVAL TO CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-410 F.A.C. AND SAT LEAST / oh�l MUST BE PERFORM Y A FLORIDA LICENSED UNDERGROUND UTILITY FULL DE TH. WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWLRS, WASTEWATER FORCE CONTRACTOR. r=4 TO CONT OL DUST AND DIRT CAUSED BY THE DEMOLITION WORK. MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDEW PART III OF CHAPTER 39. LOCATE WIRING - LOCATE WIRINQS SHALL BE 1NST ALL PVC, DI AND HDPE WATER MAIN PIPING V 62-610, F.A.C. AND SERVICES LARGER THAN TWO INCHES, SAND SHALL B i TESTED AS PER JEA SPECIFICATIONS. 40. IT SHALL BE THE CONTRACTOR'S IRESPONS161UTY AND AT iTHE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC BEACH WITH "AS-BUILT" DRANAN ONM OR IN M AS REQUIRED BY THE CITY, AS WELL AS ELECTRONIC FILES IN E ;z AUTOCAD 2004 OR BETTER USING NAD 19 STATE PLkN FLORIDA EAST FIPS 0901 (feet). VERTICAL CONTROL WILL BE r^ z ( ) N.A.V.D. 1988 OR N.G.V.D. 1929)., THE CITY' TECHNICA [=SIGNER & GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE e v AND TO AS BUILT DRAWINGS DURllNG CONS UCTION. / 41. CONTRACTOR SHALL CONDUCT TOTING TO DETERMINE I F OOLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS REQUIRED, AS SPECIFIED IN AWW4A-C105, A P. A. RESULt. WITH CONTRACTOR RECOMMENDATIONS, WILL BE PROVIDED TO PUBLIC U PRO�."T No �LITIES DIRECTOR PRI b BEGINNING CONSTRUCTION. 42. HORIZONTAL DIRECTION DRILLING6 (HDD) OPE AT10NS S - ` BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS MANUAL SECTION 750. DRAVOM No FOR ALL OTHER PROJECT NOTES, SEE PLAN SH TS OR SP CI CATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES AND SPECIFICATIONS, PLAN NOTES WILL GOMRN, CZ 2 OF U SUIR'.VEY INFORMATIONTOPOGRAPHIC SURVEY OF T TREE LEGEN& PART OF LOTS 27 THROUGH 66, AND LOTS 103 THROUGH 150, AND S/L I CA ALL EXISTING IMPROVEMENTS dt PART OF CLOSED STREETS: LUZERNE STREET, PALM AVENUE, CIRCLE EXTRA STRENGTH FILTER FABRIC TOPOGRAPHICAL INFORMATION UNLESS NOTED CE DENOTES CED STREET, CYPRESS STREET, AND BELVEDERE STREET, ALL AS SHOWN ON Constr tion SpeciftCations i NEEDED WITHOUT WIRE MESH SUPPORT OTHERIOSE ARE BASED ON A SURVEY. CM DENOTES MYRTLE (duster) THE PLAT OF SECTION No. 2 SALTAIR AS RECORDED IN PLAT BOOK 10, The hei&Iht of a silt i fence shall not XCeed 36 inches. CY DENOTES Storag PREPARED height shall I never exceed 18 ii The fence line shall D S�. DW DENOTES PAGE 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. follow t�e contour closely as pie. STEEL OR - -- =� VE T BY: Boatwright Land Surve re Inc. HO DENOTES HOLL If os wooD Posy AL . P qs �- V - Surveyors, �Ilble, the filter fabric shall a �It from a wATER F O eFN DATED: Feb. A DENOTES LAU 0 NOTES continues roll to avoid the use f nts. When Joints are -�FTAR ooN VALE ilrq/ Cy eb 16, 2010 LV DENOTES LIVE 1. THIS IS A TOPOGRAPHIC SURVEY WITH TREE LOCATION. necessar 1 -� -' „ WATER � ►� � •,y filter clot shall be spice only at a support .---�- R o" - 9 MA DENOTES M W STEFl PIPE ,a -�2' +e 29 n0 M'9,Q PROJECT No.: 2010-0068 A 2. BENCH MARK USED IS THE NORTH FLANGE BOLT ON A FIRE HYDRANT IN Post. W,ilth a minimum 6-inch o o land both ends securely J O MG DENOTES MA t N / fasten � / \ \ � S THE WEST RIGHT OF WAY OF SEMINOLE ROAD NEAR THE SOUTHEAST �i to the posh.SANITARY MANHOLE MANHOLE q \� \ \ ,9 � TELEPHONE No.: 904-241-8550 PA DENOTES PALM Posts 51hall be ac d a maximu o '10 feet apart and driven iOP = 9.42 -�- 9 \ D 80 <e3 PI DENOTES PINE CORNER OF JACK RUSSEL PARK. ELEVATION : 10.60 N.G.V.D. (1929) secure) ! P J INV. N. = 4.52 II � C OA N 6'y SY DENOTES SYCA SET BENCH MARKS AS SHOWN. into the gr and (minimu o 12 inches). When extra 0 \ R INV. W. = 5.20 II /j- +�\ \ �/F/*, CV2� strength fabric is u ed without th Te support fence, post ---- t0 Fr MAX SPACING w� ry ' T O \ DIAMETER IN INCHED NOTED FOR 3. ONLY UNDERGROUND STORM AND SANITARY SEWER LINES WERE spacin shall notexceed 6 feet. ur the ends of the fence WIRE SUPPORT FENCE iW / ate- - \ �"s� e. �� LOCATED BY THIS SURVEY. ALL OTHER UNDERGROUND UTILITIES ARE uphill. a Fr MAX SPACING WITH= • � +e \ EACH TREE WIRE SUPPORT FENCE twin IS A DOUBLLE TRUNK TREE SHOWN FROM MAPS SUPPLIED BY CLIENT AND ABOVE GROUND INDICATORS. A trend shall be excavated a r xi tel 4 inches wide and ( ) PP � Y Cp + p \ +ova\ \ (triple) IS A TRIPLLE CNK TREE 4. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES ON THE SITE OF 6 inch% deep along the line of p st ;and upslope from the 0- - - �+ \ \ WHICH THE SURVEYOR IS UNAWARE AND NO INFORMATION WAS PROVIDED. barrier. 1 `C9 - �,� \ Whenandard-strerhgth filter fab a used, a wire mesh % m 5. BEARINGS ARE BASED ON MTHE WEST RIGHT OF WAY UNE OF SEMINOLE supportt fence shall be fastened s u ly to the upslope side its °° * "j '�`� \\ \\ \ LEGEND: ROAD BEING NORTH 22 32 00 EAST, AS PER THE PLAT OF SEASPRAY AS of the hosts using heavy duty wi dples at least 1 inch Z I O OD ' \ + RECORDED IN PLAT BOOK 35. long, PONDING HT. _!2ND&E HT. \ PAGES 64 Ek 64A OF THE CURRENT PUBLIC 9 t3� wires or h rings. The ire �ehall extend into the DMt1 Q II ( • °' `gs ;�vi \ \ � ? a�. -OHE- DENOTES OVERHEAD ELEaRIC LINES RECORDS OF DUVAL COUNTY, FLORIDA. trench cb minimum f 2 inches all not extend more than s1EEL oR 7qt F I \ \ 6.THIS SURVEY WAS PREPARED WITHOUT AN ABSTRCT OF TITLE; THERFORE 36 incus above tha� original grow d rface. 36 POST /A A�H �ftELY �j�y \ ® DENOTES NO PARKING ARL • The stgjndard-stren th filter fabri 41 1 be stapled or 38 HIGH MAX-\ SIDE OF POST. I \ THE UNDERSIGNED MAKES NO GUARANTEES OR REPRESENTATIONS wired �0 II vtli �yGk 8 + ♦ \ \\ t0 the fence, nd 6 inches f he fabric shall extend RUNOFF so -tiYl, -UGW- DENOTES UNDERGROUND *A� LINE REGARDING INFORMATION SHOWN HEREON PERTAINING TO EASEMENTS, into thVe trench. Thel fabric shall t 'xtend more than 36 �--- -�- �I I � �vy8 �. RIGHT OF WAYS, SETBACK LINES, AGREEMENTS, RESERVATIONS, OR OTHER inches Q mII �-SIGN '`ra �. 'sc1 \-9 O� `*g \ -UFO- DENOTES UNDERGROUND AM-OPTIC LII above the or genal ground rf Filter fabric (RSTO Shap \ s ' �3 SIMILAR MATTERS. shall n be stapled to existing t e '! OD n u> s^ \ \ m 51GN S. / ♦ \ \ \ When eiSftra-strength' filter fabric nd Moser post spacing FGRAVEL mcd OD \ \ are use the wire esh support ere may be eliminated. In z I Y • such a: tG9 * I v, } cd \ e \ case, the filer fabric is s a d or wired direct)g, to the P Y 12• MIN. 12" MIN.II ro / f \ 0 rposts.V1 \ScuLPTURE �-- \ \ \ PRE DEV DRAINAGE AREA DATA The tr �"'(/ ♦ \ \\ -,+ \ �l►ch shall be (,backfilled and th soil compacted over p p W the toes; of the filter; fabric. FILL f� II I ,i, ;A&:;,, ? DESC. SF ACRES X OF SITE silt fenp;es placed at the toe of si a shall be set at Oleast feet from tfle toe to ord t increase ponding �` / - he '`°'�° / \ TOTAL DRNG. AREA 30,346 0.70 100voSil fe ' STANDARD DETAIL ALTERNATE DETAIL c 5 ETAL f ♦ � � �i � E� � \ t nfCea shall ba removed when I: have served theirTRENCH WfTH NATNE BACKFlLL TRENCH WfTH GiFiAVEI �i of M + H��rl, (t0 now VOUIt) useful _� ' ilturpose, but dot before the u slope area has been \ III I \ P® ( 661' ,e �s• - �r\ � o� $jet fenfntly stabilizeld, and any s i dnt stored behind the METAL �� , /\ -a + \ PAVEMENT / ASPHALT 16,401 0.38 54.0 nice has been (removed. NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH O' P Fbn and Maintenance STORM EVENT AND REMOVE SEDIMENT WHEN ad ad ad ad ad -POt£�- + C/ Cpip \` G'y� \ Silt feN NECESSARY. I I-- *6.58 /D�� ♦� Ao \ O,r \ nfces and filter) barriers anal b inspected weekly I rrr--- I CONCRE1F c8s L GREEN AREA 13,945 0.32 46.0 and a 2. REMOVED SEDIMENT SWILL BE DEPOSITED I ° o 1 / qy ,A J ,� fYgr �� reach significant storm / in 24 hr.). Any TO AN AREA THAT WILL NOT CONTRIBUTE o ESL--METAL \� c' require¢( repairs anal be made im pial . Sediment shall SEDIMENT OFF-SIiE AND CAN BE PERMANENTLY II O I tGNT / IT/ysT&HOLER -4 6 \ . + \ P / Y //_ + \ \ be rem{brod when it'reache� 1 3 ei 't of the fence or 9 STABILIZED. N L 6. INV.,N = 5.77 / $+2 � g. \�� �9(,F\ \ inches rTilaximum. 1� 3. SILT FENCE SWALL BE PLACED oN SLOPE SILT FIENCE II POIF p�p I / W. = 5.80 / ♦ rY \ \ Z O The re CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3 WAS 8"- /PIPE INV. J �+ ` �I \ \ \\ A�� \ LAa Proved sediment shall veget to Or otherwise stabilized. 8" STEE PIPE - �_ _ _ SAN ARY MAIyHOLE �� _ _ - - _ _� - - _, LNG S�ACES � \\ TOP = 8.0 / �� t GUARD OSTS M14x - I P r ■�. \ ?4 A _ G � � \ d INV. E =\55.� 1° 31�•S' 6. } r• 4�PARK1�1 \� \� Ter \ \ \ ly INV. S. _ \ I d �2�- / 4.3 ,a1 X4.4' I - �.-- ETAL \ \ ,�♦ ,� � � \\\ Z* GRAPHIC SCALE I I 8.45 J�- _POLE /•\` \S j \ aM�" N O, Ol b I -7 7 . I au n „ n I �. 888 WALK u T 9(� *6.P \' ` -Z \\\� } \\��\\ \ \ 30 I 1I I e0 120 I * * • -r MET / °D°d TION METAL LJGHT i` POLE ?0. _ Ikn I I FIRE STA . 9.3d LIGHT POLEsDcircic¢s�G �e�, ?s, � apq �� \e'll �\ \\ \ \ POLI P F� 'ORS \ \ I R \ /G SO, I a L .�.•_ METAL *6.8 PPN WON '116N** 9Ap \ ++ Lac I I I i 41 yl uc;�1T 12. *6.e '�`� __s- -R k \ �� \mss \ aTs /ti \ (( IN FEET M O ca o rs POLES 1M 6, \ \ \ In uc;t�T / (:has. i �� \ \ \ \\ \ a / \ 1 itch = 30 ft. W I J E I UILD �G a ! %i.3 ?o. 6 ,a �7rw� �Ri�♦ �\ \\ +' \ \\ /'Q \ a Z I II Y FRAME B N sy s \� 'yT '� \ \ ��\\ (SCALE 24'' 36" FULL' SIZE SH I '&05<>; 3 I I STORY 'el' x rFLpoGPaLE / '��' FRAME *5.0 OF ��QO�\\ \�� / s"MIN. sg I I q EAN_ouTS wooD � o �aa0_ I 6' Y \ • 34 ETAL Y / 1 S BUI�.DING /d *5.6 NF♦� :�� \ \� a���� \ k ' - >� GUARI> POS I o-' a oo N " d to T 7 / WAX 1 COMMISSIONER ``� \ \� \ \ SC ti oZ I "a � pOUCZ STATION _ - - ~... \ �...••� a■ .81 ANTENNA AOR 34 CHAMBER 1, T�B�--=-5-- -C / \ >, \ \ ALE: �- ,c, - - �7P r fi>: J \ \ \ \ f O FOOT/1 COARSE - ■8.33 bt ,A / J -- - -uGW I 1 8.05*gpG(FLbW \ J1 - s:;Ii.' * +y \ \\ ► \ AGGREGATE OR EQUIVALENT N� 500 REM q x moi e . CIE EXISTING �- I i 137 ��oo :::.::<::•:•• tr (TSB TE9ii p SIGN WHEELS S _ - - .::::::.:.: ..::.:::::......:. ;::::, t::::: :::;:i::;.x;:: \ \ RF� \ STABILIZED T BENCH MA NOR LANGE SII �, • - :: ` ' :! . :.. A�::::::::::::::; ::;:.::,::::;::::;;::::::::::.. r;:::::;:!? i`�ao \ \ \ \ O \ S 1 Ave ' E CO �C O RANCE W ` of BANDS , ::- :::::::::.:.:::.:.:.: :.::.:. .. '.. .. .,.. :;::T::.:rt,::::::.::::.::::::.:..::::.:::::.:.::.::::.::..,: :::. •.::::_ �, \ \ L Z D CONSTRUCTION N EI�'T D OLT' ON FIRE RANT - SEDIMENT/8 AND ST p / - �- ::,:.:.::.:.::.:.::.:.,,::;:.:.::.::..::.:.::.:..::;:.:::::::::::::::,::.:.:•. ... w- a� c .. . \ qi LEV TiON - �R N.T.S. 9.41 N. R \ G. .D. 1 T . . � 929 CON FU _... - :::,�w�<;;;;�,:;;::;:::;•:.::::::::::::.::::::::::: ::;:;:,;:::... \ q � W � � w X �y�`]�� � / ter'-3-. -- -^ � - +,•4 r- : +.: .-�r•:: - _ -- -5" K-" C \\ z 11 -"'%"' i / _ _ --3- - ...,,....::,:..,.::,..;:..:..;;• a.1,6 • = - tOP G,� 4 \F\ \ \ �y0 \ •`. INSTALL. 25 - p I I s. 9 25C �►� , EE -- , - •.�- �' - .>F 3 BAN A .2 A\ \ \bio ° F \v TYPE 1 FLOA o_x SI C_�'N3l,�E DTL /� ori- ::»; ::.::::::::::.::::::::::.:::::: -- .- So 4 ajy hi A v \ 4. J 2 * 8 O ;.. I � , OR A --�*i�"'.'i:;i:i: ve�r�''ii''F2?iiiEi22;iiji: �► : i I /�ao Q- // / ...rte tt:;;;:€?;=r '� ...:..;.•.::.: '"� \ .1---- / / .•� ;::;asr:::::::::::::::.. ..:.::.....: ::>....;:: ...�'�.'ks....;.:..;.::::::;sc�:r:::;:::::;,:;��4,�:::z:-� „•d.3'�' �- i Q �o R � \ •qq,� C // /:::¢::r:::rt:a::::::::::::::;:<.- . s:ai* ;::. -::::;alb'r;;;::;::;:;;ti:;::as:;;;::,::.;i>:; ::: ::::. / �► \ \ \ \ sc iy j o KEEP IN I s /i :::: :: ::::::.::::.::::...:.:.::: : - - jos ♦ \ \ m SPA ;6P _ J 3Q \ \ \ Irl DURINGv. t rn KIN � +.8,6' • / .:.:..:.::.:.::<..:.::.;..:.:..:.::.::.:.: E0. / \ �l P ... ti; ;;<titin, ;;ii::;:.r;::a:;sc:{t::;¢r:a::r::as;,:;:_.. TES / - �9 2 tri ....i.. .....:. ... \ t i T ao r E \ „ �a=c` '�'a`='��i�` �lig'•..:::.:;::;s:;:::::;a••.;�;¢;€;; t''`i. ����_:��`�• \ v> * L 4 M :..-- TION � ETA OLE i .-- .;...;...nM�! r`r € :•'i:;:;;:r:a;::::;aa::i:...�:.. / w O O MANIITMMII \ Nc RR -1 -<':i::.::::.::.::::.:.::....::.:: - U �\ I , 4 CL 3 � t .. A b \ 1 - - R \ - Y F ♦ SE - ti R 0 \ T , / S L 51 1 A � N -- \ STORM WENT SEE � _.., .� .� .. ., �?.,� t _ ��:�` ;;i::;r;�:;•:: ::::.::::.:: - .• - CITY .� � .... ' EACH ' 1 ,► \ TIC B ALK 4 y *5.9 \� \ DTL SM?. C11 'o - ATL p��ME1>:R 4 W I I L IRE DEV AREA EAVES To .. 9.31 *6.5 3• \ 1.13 AC. FlNISHED .. // 4,s, PEDE TRIM: S, w ° r :. w \ PROVIDEI ( - "Ho / ( 6. I�A 10.54 ac. a td ti� 7- H - O �e. �+•�►�,\ e � 'cc� \ I \ DET W - - -/ I *.. :, : ::<;,::. ._lop o( TRAFFIC /r a' Hax C L - - Ho 6� a II� limp. 47.8 - - - . 2�Lv e .� + \ + \ _ I - - T 7 - _ •-- E� ' k _ / 7 i1' HO 17.4 PRE-DEV DRAINAGE �.� = � J9 \� \ $ \ C tN=s .- • ;t0'PA �3 - " *7.3 _- DIVIDE t `\ \ \ \ i MAN \ 3. NO �. - - - SY - ��g"gY- 6 9•HO 0 '� i "' a•''J..�•r 12 P 7.1 f T� .. 5.29 - ± • w I ' �� 8 `� - - 15'P/ • ` 13PA 7� -^ \gl 3•PA 1,"Pp._ A� IN S= 5. _ _ 9•PA �I 7 P KEG SPACE ! ♦ \ I\ + \ q Z MrOiCAT1M16 I is ncry I m 1 I T9 2 A w SIN SIi SIN sl SI SI SI st sl - 6"P� a .0 1 " A '5 PA Z *7.6�' _ - ��,? I Q CL1i.7Ci/ curs - N C T.T--_�-� ! 1 *v".7 ..- •- pi / a w12'PA r�•P 2• A .-sx_NANDI tGN 12 PA \� �2 PA INS` ACES ' I I I \ \ \ \ 0 \ *7- PARKING 12ARKI" -�, -�- I \ 5 P \ , f S P L REMOVE 23 EXIST I 14 P 1 \ I \\ I .7.9Qi �' • } R/C �\ r19E'V�q/� M \ CONC. '.�OEW ,. I GISPAt T 17.7s ;\ r/irC�C \! 29J n0^/ La �► _ - +- - �, 6 PARI \ *7.64 V E M E N \ q \ Q 10.5 LF POR OF` I I I I 1 E\ i / \\ T P A \ - 0\ \ ' A \ B �a,6> \ - 9" ! . .7.61 A S P H A L 6 �HF,p A \ OST \\ 0a AN I \ // \\ I / '2S *7.97 ` sr \\4� \\ - \ OI / \W�GU „POSTS u *7.4t \ I I I I ,�,�C METALPOLE LIGHT/ \ l \ T TOR W I I D I I �- _ *7.35 X7.57* 2 I SPA 4 dp(t10 �^�" C NCR *7.8 •� �{� 1�\/�' �M \ \ --' Q Q -- - - - - I I + 4�ARKI�G I I I / Li. D: ■ . 7 1 1 ~ I SPA&&\\ I I�50 - I •� - jam=I�=L*74 %� ■7.3 7.87 / r \•PA *7.6 \ U &' 6 33P�ACE3G 7�� I �ARKIN� jPA� I '}iRCN ( \\ � *�-L�41� 7.4*� 8.5„8.7 �� \�OI / / \ �� ♦ \\\ \ \ \ Q j I m,� 1� ' .3i'H I nO� '� 9_11A\1 I 6 I I _I ..I FAQ ., =��1�'�- f * @- = ,6.7 7� 3*48 j- f1.4* / / ` r�2�'PI \\ \ / '- n "*�* 6' - ' T 6.1% J - - 8.8 8.7 x It T'I �,�, - \* / ( ■7.5 �$�$ r't I * * -I�I * �1 * >s- -l'2* ■ _(�=I o -� w7.86 / 11•PA ` 1 "PA 5 - 6. 6 - �- 3 4 _ A REMOVE 24,100 SF ST: 0- ew A 4•MA *8.6 6.5* ■ - X6.87. �*zt - _ 8 - I;,jiP�\\I I I A S 7.4■/ I \ I / �1�•PI \ \ ♦ /\ \\ PAVQMENI'If d ALL \ s., - -�- --r�g - -- 9-MA- - - �6. , *6.3 fiI Z`'' *6 8 1 P, S Q I I 5�\ * .s *i i'T' ( "0.3 - -IR- -_- -51AA * 1 `-1 ON FO B1' \\✓! 4�ARKI is SPI �4 I / / �� �\ �/ OLD CO • I 0_ - 15'�A b' 48 4\III\"��� 11 Ott"Le .5.7 I GHT IPaLE �8.1*7.0* _ Iy I I g ARKiN� SPAo 7.3 1 1 I *7.48 E SKIMS• ETC. - I m a. \ \ J EncIu I \� \ \ 13"Dw(tripl CONCRETE I611E I I 8 pRKIN',y�A I 1 / I A �T- -R./s!V E M I ( 016)L B.Q� \ / \ ♦ ♦ \ r I SAT 5 Y s\ 8.9 ■7. I � / \ 4r � 8. G SPACES L 1 Z o,� I / *7.6,\\ "PI \ \ \ • STA8IL17 A Q ( _ t om\ 4*MA SMIPOTH ED / _ I \ CQCTION _ EMTRANC F- 4.3 6. * . 7.05 (rop-) / ' SEE DTL. � \ *7.53 \� 1 1 I 1 y iI I e•o ROVIDE / 2 PAI \ \ \� - 1 \ \ 4•M ^ -,e 7 26 \ 4 f�ARKINI� SPAC I METAL i1GF -- --I �ROTECTI / / \ \ THIS S�1EET I - REMOVE AND A S p \\ Pa1E ON < I ARRICADE HALT P I A V # E I 3 IGaNCR 1 O -� $ \ • \ *5 \ * 4" I *7.2 �- \ I Q CONCRETE RELOCA I I I \ _ TE EXIS BASE a. TiNG� _ ■ C 6" I o I '�A ■ \\TREES P& LANDSCAPE I I I j 7.3 *7.2 Y i I ♦ \ INSTALL DRIVE AY I I 1 1 ■ DEIGN PLANS I °� I I I �� *7.3 \�'''� _ I a ' I / ''�. --� CULVERT PER T. 5 - I0 1 ■■■■■■■■■■■■■lelll■■■■■■■■■■■■ 1, ■■a11 -6 - -I- -I �IGa slchl / �(o *8.3I � I m II 4&0 y� cI POST-DEV DRAINAGE DIVIDE \ >k 5 ` 13' 9 3' SPU R FENCE - CL PRI T V PLA OF I I /\-- _ 5� •,,�-. -' - X7.0 ,g g- ...___ .2 a;MG .7.1 14rAv©\ 1* *7.3 I \\ 2�Y i I i-- i 1 �B - _ / c� a7 F.O.O.T. CO I I \ /� - 15 13 o•P ■ - . V/""LA LA �\ - � Q- - �O 'MG `_ I 1 I 1 0"P /'' / N �p ti fZ + ''E I / \ ■ 9 SW ` •2 RAN 3. �- METER UDNCRETE PAD \�9ENCtl.� Ikl6m / 21•�I /,, / civ I ' V 2"PA _ 11 I TE �� 5.z - VAL C WITH STATU -74- 6.1* * X / r") p 9'PI I -► "5• _ -... VE CON 6.8 � 1 � R I *5, \ 6 1�4"Pt- WALL coNCRET�''�a$•5o_ �•�- 3:88 * •6_ HEAOtV SANITARY MANHOiF / ����il `3�'PI ± C / J = At 1 %' \ �' 12PA UGW._ _ X11 - +- _ !N AI I 7.01 �- �2 t c ��+ , *8.4 " o, ABT `• i --- - g , wERT= 4.78 8.8* 68 I w }z *7.9 SAWCiJT D O WG 95 /a' * * * ■5.9 i 15•P *6.3 17'PI }� 4.7 TOP = 66 I / \ - - �- *12•PA 18 PI . . 48j7 -- - - INV. _ 4.75 041 ( \ ` / %� vT , #11•PI ` a Laiv LF EXIST 4 I I I\ I - u0w_.- --�- ''s" I- �'' _ --- _�N // L \ \/ i l 4 / 1 T PI j � /r *7.4 tiT' - 8 0 ��qq tea-.� 't ' i 6- � *6. 10•PI - I // \ *14"PI / �19•PI \ 15"PI t$P �Q� 3"LAV .u! Q ,.# __- _5.4 ��r �\ 7.8* F� 5 N H� I I / 11•PI ❑GRILL �' 6.9* tpk CONCRETE -IOW._ 3•LA Q3.0 =�r3�•� 3e's - - 9� ��. f0 /, �I' a O O I 21•PI * ,5 19 NEAO �3•LA /!�3'U YC " iQ cn a' 19•PI TA.L - w � - SSV - P W _ I . 9"LA I / * ��-• *8.8 / 7.5 \ B " �c' INVERT 70 ■8.9 ---uOw_/L--_,� PACK Op, 6, CH' zx ALE a-5* 7* 7 7.7 .16 PI O PROVIDE ;%S IAN J / �\ 19 PI / IB�CRETE I 7.3* \ / * I �-18 PI h`V 19"PA _AIN LtMK FENCE( 7.8 7 " �• T-" 7- -�_ �p��v. - 3 / \ i/ E18ALL \ / E'L 78P i --�.. NWRT x *�Of,s`w TRAFFIC w/ I I ��� _7- - � COURT / 22 PI I / *8.5 PROVIDE TREE ` • , 6.34 At, / COVERED f a �a I " / TABLE cobEREro *14'PiA, 7/` - PROTECTION _ irOTiFICA ice, A I * I 1 * *8.5 7.1 *7.4 *7.4 CtNVGIIETE - - - - - = -BARRICADE / CONCRETE � C » D / SKATE PARK / �. MMDiCAT11MG wAl..lc I - �\ -_ .�./ / (TVP.) � /,, ' , / � G Lai ��� I ( REMOVE EXIST. PRE-DEV AREA I - 10.98 AC. WOOD SPOT RAIL REMOVE EAST. I _ 2.76 ac. , FENCE INCLUDING 12 RCP, AND I 0 - 1 I EAI s - -SMALL WOODEN, HEADWALLS imp./25.17n Ow cn - 1 I --� �,�D/tioN PFK)w t CA B FORE YOU DIG: 1 -800-432-4770 w UTI LTIES PROTECTION CENTER �- MAWN ® CALL -800' 432-4770 AT LEAST 72 HOURS BEFORE YOU PRE-DEVELOPMENT PLAN G DIG T BEI FULL COMPLIANCE WITH THE LAW. '� 8 OF SII i, dOo t ..� V7 \ W W 4 4 Q � O / z N 0 O 0 I o SCALE: 1"= 200 BANK A O 0�Z9� ?\pfp � TOP,OF � .�q h.�M\� � N,\\ \ \ \ t c0 Q �a 00 C,loo Al APPROXIft 30 8• �� JOS �'� \\ \\\ \ 0, Seo Tey PROPOSE[ \ \ \ R LOCATION !FOR NEW \ SC -®-e ♦ ALE _ ... JEA P _ 1 - - OLE- ��� sV 'DRF�F< ♦ \ \ `\\ \ \ LOCATED IM THE Fl , \ �`y '� ♦ �\\\ ��"' \ \ \ \ GRAPHIC SCALE \ I 9y ♦ \\�\ \\ \ \ o to so 40 , eo w 7s,, M r rn \ F\ • ?24 \\ p \ \ \ 1 inch - 20 !t. Z 7 A, � hh V 6 \\ SCALE 24 x36 FULL 0 LV _ ( SIZE SHEET) e I \-- MANHOLE 6 TOP INV. N. =75 29 _� - --'� , \\\\\ \\\ I \ \ 1 - INV_W ---T- I I 17 PA�KING IS \ o\ca= ♦ \ \ \ \ 01* a I ;;;f �2"PA INOr bACESI I I \ \ \\ \ 5 P AAK I I \ \\ Srk DRAWL N LE N,D \\L * I 5 �/ I •53'42��► \\ \ FT \ I I I \\�I I I� I 40M s12 0_a9' 6.88' 3 �` \ q \\ \ �Fl���/ Nati I \ _ ty --18-- -18 TOURS I G(SPACES \\\ _._ \ • �q,'��i'\ ��i�Q! \`Uc ��g29q� `' AWIN _ � O Q ���p� 6 P \\ 3.42E - - p p, V E M E N ' �c, ♦Y' oD A\ \\ cgTo sy� J N \ / �. x(00.00) 5Y� T EU=NA1<IOPIS S12 5 ;------- E T ® \\ \ R A \\ 8 \ - -sr-- Sr- M ISEwER "E_ - - '268.99 A S P N Np. �► \N �s°o S R A0\\ \\� • 0636 \ --ST--� T MI END SECTION \\ N : t: M T LON GH • X533, �cN I/ C (' V \ \ S-• jb ONCRET \ �(( , - -ST--O-- �gT S' M SEWER INLET .r \\ 0 v BAS., �� •03 F\ T V(t \car J \ �- 0 ' AR Y SEDIMENT MENT O BARRIER � 1 ER , O A \ \ \ 1 9 PA \ .� 06"MA ERhY UN ._--- \ I E R UNE P I /W 2 ♦ \ Q \ G G UNE i- ...� 2 ;�: ;;:'_� � '....�`��r::, l 1 PA ( :.. .:..:....:..:.....:....:. ...... . \ co. co. \ o M— OUT \ / I 4 \ 1 PI S \ R'F'PC i is \ \ 0 N C R T E B E \ \ \ —. S \ c� 6 0 H \ OLE 8 \ C s \ \ / •8 \ — 3 —S 1 S IT ARY 1 T SEWER \ E , " \ M �r V • 16 LV \ P A ( ♦ \ — —FM— — —�►thl F CE MAIN \\ A L T » / \ \ \ ASP53'42 E \ / \ /'� \\ \ \ SiS1 o \ \ \ \ Fl HYDRANT 1$0.0 \ \ \\ _ ---, \ i's Pi MATCH \ ♦ \ \ ——F— — —dpF MAIN »E _ _------- �— I GARAGE \ ♦ \\ \ ——ao-- — v VE 12 532 \\ DOOR ::..::.....:. 180.Oi' . — 1 PRECAST \\ CONCRETE OPENING " \ \\ \ ——w— — --w w R UNE \\ �,� WHEEL STOP, 22 PI S?2S . \ ♦ ♦ \\ \ \\ • - N cn J SEE DETAIL PA / 1 \ \ \ \\ 00 --w-�-- w w R METER I�r METAL LIGHT — v-= FlELD X68�; \ \ N \ ON SHT. C8 k� 1 1 4 \ Q \ G PE? LE - ON UTILITY POLE to � A � D JUS T v T C I CONCRETE a TYP. 0 \ \ N l P.P. .P. 1 BASE MISS FENCE \ -a— CO ElE u TiU TY POLE \ \ a-- \ z AND TREES LIC N i T POLE 11 \ 0 \ O Y / \ \ N v - -ate-- _. O HEAD ELECTRIC \�Y — -- 1 / 10 / 29 . \ ^ X \ - 22 PI A;cy �o �:, a �� - -OT-- —�pOT 0 HEAD TELEPHONE wol1 / co - ui -UE-- -UE U ERGIROUND ELECTRIC r1�-' /n \ ?30 ��1 \\ 12�'CY --UT-- -AUT GI1101J TELEPHONE I V CONC ETE PAD " \` i 1 1 20 P „ 21 PI CON?fCRET AD \ S+ \\ I o� r- Vyl BENCH EWr PAW'T. AL1 PAVEMENT WITfH S E � � o l ) YW ADWAL� SANITARY MANHO I a ���� q 15"PI �/ L Fr�asr. cr.►rr~ ^ 'y' ERT _ = 7.01 F-- z I ¢ \� o � n I x.74 TOP E. = 4.78 1 pc_� it INV. to I 11"PI / J �/ w W. = 4.75 Q 1 � Y a BUI N —�V G 10"PI O 3"LA�'--�Sp�j RAd- FS�ALE F.F. 00.00 F.F. 00.00 FlN ED FLOOR ELEVATION 03"LA • 00TING TREES -- _ - -- -- 3 LA 43"LA-- 't(' �' �:. ?p" X S TO BE REMOVED --- -UGW- // "" 3 LA BgCK-- SwALE _ --- \ pi VC 16"PI ,f _ . 0 ..... _ 19 PA NE@ CHAIN LJ ENC == INVERTo " � _ Nf( d= NCE `�.,.,..,. � 6.4 N OF PARIgNG STALLS7 � / • f / 6.34 WALE \ ff• � II fff `1 CONNECT TO CONCRETE CALL BE O,RE YOU DIG: 1 -800-432-4770 ii EXIST. SKATE PARK PROJECT N` MANHOLE AT f U-TILITI S ROTECTION CENTER INV. EL. 4.78 CALL 1-100-4: —4770 AT LEAST 72 HOURS BEFORE YOU DRAWNO Nc DfG TO IN LL COMPLIANCE WITH THE LAW. s cs 6 OF 1Z I. I I ''I :" �i € ,I 4 r €; .• I I SOD ALL TRAFFIC BEARING UNDERDRAIN COMPACTED SOIL TO 1-1/2" ASPH. SUBMERSIBLE DISTURBED TOP SLAB CLEANOUT 98% STV. PROCTOR W/ 6" LR BASE 6" MIN. C C. ENCASE AE14T PIM' (SINS) AREAS, SEE (DESIGN BY (4) TOTAL TYP• FINISHED ENCACLASC CONI. 4• ou►. INFLUENT LANDSCAPE PLAN OTHERS) S-3 GRADE 4' - I g 2• P.V.C. DISCHARGE PIPING = 8 ac •, •rt:�,• .� ♦ ••��r �• `!• ..i .y,: ;.•. ..:•l. .t,2�•• i !•J ••y r`'.*•�� 1 1 L- + 1. CONTROL EL 7.00 __Gr"'F m 0 11 0 "I 4• ( 11 ' ': 1 1 I �' 1 I 1 , :;�., 6 j WALL W/ E " 6' ✓r✓r er, I I 1 1 I I i i t y a I I 20" MADE L J THROAT 50 IR ¢;1 S�-Qp_ FUKT CON7F40LS 30•x30 HATCH COVER I 1 ��'' 1 I - SAND 1.75 S.F. � cCONC. 1 1 a 1 1 1.•,:,.m. :9 5 WEIR 5 -,"„�.. '. 1 y' 1 - O [RUBBLE ( _ T 1 a ")ODD TRAFFIC BRG. COVER --- ' P 1 - �= 2" FM FROM_S_7 _ I r: FILTEIR 1 WALL, '---- EL=s.00 4 I I ----------------- - 8"RCPT .n,.-Y �,„ , q SIMILAR OR EQUAL TO Nv. rp .1, 1- a� •% 1 -- -------- _ IPRAP - 1 I 1 1 w STEEL COVER, EPDXY COATED I �.�•-- i MEDIA OPENING EL -3 00 3 NEENAH FOUNDRY CO. " a --------� d VAR LOW AND BOLTED TO MANHOLE I- t;------� I 24 HDP INV.= 24" HDPE 18 RCP irii z 24" 3 p - ;, �. a:. at,.F z I `--------� FIG. N0. R-1971 3•ao E1F»CTfi1CAL » ti- .�'a.•r'.��,"t:`,- :Y..�r: qw,. ,, ;. r' ".�;aR`+ :;«A=.$ EL.-3.30 o 1lECT WITH 24 HDPE TO S---5 1 I _ �'>.,. `y I: ,.n a,.-_' '.r.,:.: = >y a .d;�-a.:..T:^°?y?`<,:'.-v,�-R.,. ,.���?:^. "+E;r •� ��:^. ,:.3r.^ caw'= v • ����T ��yy�, '1' t ifs i.1:. .'aft :. �'w .-h t`. ?a:r:!a• _ 2 • MI�V'•/1 O�GPRiA.i ... .. •`STK, tv Yro 'e'i'. "z exrr:'`4; ` `;,''S, `�'1'a ay^i' "'4;"3`i ,K .°'^i e,� d�: Y = "`w.'.'r.'..a •• " N N !. 2 r.. 'i «iia. .z ret �.w,:,.:^''`A; �..-.^S:A',^ .;- :� .. _4 r; :;� "�:-:,-�•�,`' , �. `' �. �,s,jl .. «,a.�4x,� .• ��::: - 24 x24 x4 THICK I Eri i'.`�y:g,?=`' r,^'S4•'•. �„xx;.t. M1,,•Ll.L'!(: ,t?'a�:.r '- i,', .:€.s.n.., .,+,4 �.`::y rw,,.:•' 'rSt^�.�. ,.. 1 I _ :<+. t•s->w.r:...., ,a,it •.1 -''l ; J' .�i er .. F �zy^`. F^.r r..a.• # }eP*e i'`S:"�y• = Pm MC I F91tRELOCATED ' 4w=`�• :" " �<• .r. ti•:b " CONC. SPLASH SECTION END VIEW ,.�}�yy�� �s��»,•!��� (����•��^ .i. j^+czr- �..a.`-,?'n�}.::i•:� ,4; t 0 �, '' ••. w";,•. w:a. "rs,.;;�*: �i� s •a a.:%•`:^rn: ' FIBER :•. w. ;_;r4;:.,. ;.�, ,, 0 -- ELEV. 8L OPTIC w ,.aa: .^'`� .^"r,�"` ', S "•i,y"°'a'::.". 4"et;: .n•r.ui,...:i•;4 yam' •�!!•• 0 ». .a, .!.. :a•'i^ ..a';r:a, •' �u,' t 4 ., xa x ?'. t: .. / FINISHED GRADE 8.40 a ` „"k' ,kt< .k Y.r.�� ,.�;i•, •Y'"c'%'"F,d,'s 'ti h'cx.'_ •ik; 6 '`'+'t..'{is- ;s.x^� ••3.•: i d IN SL : '�'::-% , r.:Y a, wr. ;�. 4 . �:';Y�. : :.>:x,�fu ,� r. �::.drt y - _ F LEVE ,.,.. r:R11 w '.. " >r TURNDOWNS �, :. . 1 I " 2 P.V.C. SCH. 40 DISCHARGE T '�'� �I PIPING (INV. 4.00) -2 SII=)1-�11=�111ri ..'el�I L �i : i~._ _ tiw I II_- r 1 T (3 PLACES) , , P ANCA 00 O.O.T. TYPE C f. _ _ _ _ l;= , I I" " -2 GRATE, APPROX. " I I- I I=I 11- i I 1 �� _ iMi I ^3 1 9I I , I- I B CONTROL NRNED SIDEWAYS)) _ -I WT. 250 Ibs. 1 I I-- I xl I I r i 1.=1 11-•I I W i P.V.C. BALL vN.vE 12 OVERLAP - I - I I WALL / 9 _ !f ------- WIDE » W &Go ALAPM r P.V.C. CHECK VALVE 4" SOCKED ��<5 FOOTER AND 4 SOCKED IMPORT INDIGENOUS 12 xiod 2 FILTER IMPERVIOUS z oN \VEL FABRIC MEMBRANE "'�'R Qi EL.-6.00 24" - PRECAST CONCRETE MANHOLE PERFORATED WALL PERFORATED MATERIAL WITH A GRAS HOP 1 24" HDPE ASTM C-478 DESIGN BY PIPE TYP. MINIMUM PERMEABILITY ENVLELOPE (30 mil P.V.C. PIPE L.=0.33 ( ( ) P.P.V.C. PIPING W/ $TOPPER BOTTOM El". -1.50 OTHERS) OF 1 FOOT PER HOUR. (#5_7 STONE) VISQUEEN) FITTINGS AS I PUMP SHALL BE 0.4 u6m"V_�7HP WITH A FILTER REQUIRED POLYURETHANE FLOAT sEc9-1 CAPACITY OF 95 GPM. 115 v., , FABRIC - - NOTE: ANY FILL MATERIAL USED BY CONTRACTOR SHALL BE NATIVE SOIL WITH NO CLAY, ORGANICS OR THROAT w / PLAN NMII COR ao UM SINGLE PHASE, 20 OTHER MATERIAL THAT BLOCKS, OR IMPEDES, PERCOLATION TO THE UNDERDRAINS TO BE CONSTRUCTED IN 18" WADE R CORD. PUMP SHALL � " - - -- TRASH BAR I � ACTUATED WITH A FLOAT SWATCH #57 1 E 5.50 SEE cod IN THE CAPABLE OF HANDLING STONE EACH CHAMBER OF THE STC►RMWATER VAULT. (IF IMPORTED FROM tC)FF-SITE, PROVIDE ALABORATORY 0NOTE-191 M.M. �_A SHALL BE (TYP.) REPORT THAT IDENTIFIES THE_ SOURCE AND PERFORMANCE.) A 1 2' SOLIDS IN STORMWATER, SEPTIC EFFLUENT, AND SEWAGE S E C TI O N A- A U N D ER D R AI N CLEAN OIU T D AIL CONTROL STR U CTU R E DETAIL S-5 44 SIAM P MP DETAIL UNDERDRAIN I� T•5• N.T.S. SCALE : 1 !! = 4' NJ.%. MODIFIED TYPE "E" N.T.S. N I LS. ., I I 9 5 . \ x b ,,,. ,- �u ,- dq T 1\ � 3u..--- `V/ 5 i , - - - - 'le fi/ x 8 33 \ f �9 9ypq a/ l�. _--_- -- - -� , ,q - - -- - - -u w L,"- ,) T�.05x BAC FL W -8�� NOl�: ROOFDRAIN - f13.T - �.�-: - x 1.3 1`. I ft Q- PREVEN 8.83 . DOigSPOUT, HANGER / _ __6 - _ - , ,. . :::` :::.('':'''. ' E ': 1- o CONVECTION DETAIL BY qNK - - < - ; ``:: :.;.. H ..: A x;D / 23.3 OF B _ - r- NG t _ , R FLI' E A N A T - - T BENCH M � I 0 - SE B a w t TARS U � _ R.. _ - `'� -�- - o- F- ... .- � _ _ BOLT ON FIRE DRIIIIIIIIIIIII I I I o RIVE, 22. A _ - E11 :::,;T �- ..8...:..,:,.:. 9 9 -3 A N.G.V'. 1 2 - 1 = _ _ � � NATION 9. �- 1 � _ -- A - _"_- - - - - - -,t'4:o .. . . . ... ..... . .. . _ =_ 4 B w / - 0 ,.- _ � - - L� \ _ _ its �' � sr-3 P I I w a00o X O x 8.02 8.50 t__- i r -_ -3-- - - -" :x::: ,:. :x - TOta - \ x X17 '� 9 - -- .-, 2 ' :."::. ' _ ���"�' I__ ::`: z 1, IP x 8.1 / cp - ,�?�, ..-- L::.:.::.:..::::::::i;;:;;.;:;:.::;:.:;;:;;::::::::.::::: 6,.;G e;_: :::: ._ :_ _ y° PROVIDE 4" THICK ca % ~ 'r GEN i /�'� .:-'::::::::::::.:::: Ul 1�S `_-,1-,, „ - x 3.8. - 5• -°� / I 0I I _ / g chi /rj -:.. .: .,. - -o--- CONCRETE APRON P x 1 �`�' �- �� INLET AS ND : :. Y.. / ► I / - . .... ..:::::::al:.':. ..,,...:.:, • ; ;:r? ' x-3.3' - �- < AROUND �.-. 1- �- . _- tz �' I ._ TE WAS�C _- / / // :... .::::::.:::::::::::::: :•: ':... -1- 4.4 �.�°� SHOWN '� I / / //i,.::: a :;;:6:::::cam : :: .`.-r--: .�� 80.9 8 1� q ES --t`: '� 8f //i :: ;: «- WAITR- r---0-- ,- CONSTRUCTION rn KIN SPS-*-8'� _ - - --i :::1N:11?c4;:8 .::::::.:.::::;•'.,., __-0___ �n 2 ' P R - _- - i _ 'as _ fs JOINT TYP.) co _ .� _ ..� _ _ - _-- .; ?i�''i:.i ijiji ji`ii r?i �i;'i,'?iji? :.�:;:::`',''i--`i;j:;:pi.:::::::.::...:::.r:::....;•;::::` _ 1 'r I I / r x .12 ME1 T--_ _ 9 €. �,...-- - � - rn i\ r _ I� PLAN °° 1 SCD AL 1GHT - _ - :. :.':.:..: :..:.: :. �3 �; ::: :.:; ';:;;: ..:.:: ,_ 'IbLv _ _ - '..' : ::::::<. ; _ - DING Ti' �..:..:.:. . . . . . .. ..�.�>�i 8.3 U I L B » LE of R _ - --�» . ... . . - E 18' t / a- _ s. _ - AM s i :: ~ t, - R t� / I .Dr 4 - F :' ; . 3. T E 1 Y ...,,..... .. .:.... . ::: ;` : : :..... ..:.::: PROJE T AREA - CaNCR �� ;:::, ;,., ► tA��..::::::::::::::::::::::::::::::: �, � C STOR HALL \/ #- 9' _ - .IN. • . .: < . .. : CITY 5E : . - D B►INAc -DIVI _ H 1- .:... :: < AC 1 .::: .::: '� 1*':� B E 2' 0" �/ 2 _ �� �. . ; x 1 ' , ,,;;:�.'):, _ - TO VAULT = I . - %r P4 "• �*':"'=..:'�- _ -'� 6-'" AlATLAN S TO PERIMETER WALK s"�-� 0.70 AC. EAVE 9.31 I -E ,. .:;: ." �:." , .':::l� � ;::::: ;.:,:::::::;;::; r<< '=: _ - - - p FLOOR = 1 R I �'' :.... . .., b - 8.2 FINIS 4 THICK CONIC. ': : . 0. ,i �1� �EC-- GRADE SI(lEWALK Y-. --- `- FL.UIrIE 2' 1 X15„P �I� ,: :.IJ '';::• .'•k ;C:�: " _ �- RISER to - I. �. . �'. :. ;E�G1� �;;. ` - .- o IN WITH MAX.• r-�\ ' "" CRETE _ w I-- -r Z I SIGN cd, -*�-� �'� :: 0,6 ®� 4N UNIT CROSS SLOPE OF cV X r 18" C MWS - - - - '�� s x 6 W/ 1.4 x 1.4 W.W.M. :. �� A C i C�-- 2�9_._ -,�-- ,- Q_ ix :; :::::>::.;.;.::.:.•::,: A O IT S [� BLOCKS 2% IC9- % 6 -----�- A _- -- - (� 50.5 *l 1=3' BOX G TI- I x'0 I , ,,ts: ::X:, .: i / -7 ?� ^\� 4 s Ix a E �` N. pp IT4 `..:: . ' --I'lI Ay , - �� *10"PA ''p�•3.1' _- o 2 PA �.1s j PROFILE SECTION 'L 1N % x -1 - __ - - - p6 "PA ---¢- "PA \o / *13 PA5„pq 11"P V7, - TYP. FLUME DETAIL I �II 1��ca 6`�Y' \ O 1614 "PA 13 A 15 F� „ NANDIC pq x7'6 .. < I \�a ! N.T.S. a fi I = ,,,s:, »F�� „ 12 A s 'NG SIGN 12 -_- �_ I :.1 .:,� - i ; : .; PA 1111 PA �� * x7.3 �RK _ - \ � I \\ -UFO . 9. O ♦ a'`' .'° 11 * ' \ --- - ' I I i 4 I ® ` � i 4- : A, 8" CLEANOUT --, iePA � SCA _ 2 1 _ I LE: „ j 2 Na 0 o � . INV. 4.510- 1 • 11 I O p ,,:: ♦ , i ► _ -) I \ G SP ACES T. :; N CONNECT TO _ o - R►Fl - A ♦ - 6 P PIPE w coNaII11 x F ♦ ;.. :, ~ �:..: 3 , ;•: I o , \ GRAPHIC SCALE 1 `.,, 1 \ 1 Ao \ I 1. T . - JIAtET PER :;::: i POSTS NIIOEX RDi 10 0 10 20 40 so 1 G U A : �--�' 1i I I s • _ a 11 1 r 4 x ":: 0 7 •;i:Yt�'":;ori;;;;i:```' _ � =i : I sr:il!: :::::::; I r r o >r:V......,..: r 1 \ - ,r I I t 1 O ::♦: C?AB FSET 1 - I .:l .i.y r _ I i _ WARNINGS TYP. ... - _ _ 2 it s _ 1 inch 011 : i� IL I _ - Q iii<ii;i ii''c'i' w A SEE C4 SHT. E _ SHEET) ,;.:. «. . - SIZE ';e=.-'�` SCALE 36 FULL 1� I � '5�::: �x O r ai; :. 1 ; ••' a •g ' ;: I t• d W }} / i f : I i i' r is '.:�Rii:ii:g:;is i = r. P06T t U I AREA » E _ STRUCTURE T URE TABLE :>I DRAINAGE S a�0 �. P A� D RAI NA J _: 9 t 75. Q page) m 4 s 0.'.f5 CIC. i the 4 TOP • Is . 1 INVERTS East I i - RATE i:;D O . .� a- TYPE G 1m S ! . 1 r 1 1�1r r r_ p x x x 3 Ix 1 '6•. V x _- 6. , I _ 7. 5 4.50 NW 1 25 18 I �. S '1 TYPE C 8. DA 3 r F L ; : :� • _ w » 4.40 -�-- - I d .. . ; ar I 8.00 18"E 4.40, 18"S 4.40. 18"W I AC. C S `2 TYPE E 0.22 7 0 > I t h.` 5qA x x x 6. �• \ - . . ,. . .. .. 1 18"W 3.10 d 6• "E 4.10 18 N 4.10 ■ 10 iZ;;:: 3 TYPE E 8.00 i. 0 L S a. P ■ N N - - G N C L N `•`..'��<�:�;;�;::':'::';::�:;:;:.:. O.C. 6 f :..: :��?: �:::.:. ASE wX24 d TH. S 4.50 W H BARSS �. . B 1800 R E T E S 4 TYPE C 7.00 /YDS C t . N N A C o Y1 4. .. 4. a :� 98 ■ 2 4"N 3.62 2 "E 00 DA 24 I::.::::::::::. N �� ""' .� * ,.--. 1 O ,..� . 11 H BAI" 0 2 d TH. W 5 .50 TRAS 7. 18 wX1 N �o E 7.00 (W •i . u► . : �n 0.21 Ac. :::;::::;fir::::::::::::::::: 5 TYPE n 3.48 2 4"S 3 18 E 4 .30 w ! fiCONTROL STR UCTU RE D 2 ... 0 N OD I' d•.,,. x N 07 ;F i:i i➢:iji:2:Ei:i.iii; N Q 7 /irk' 2 4"S 3 .43 :I'= ' :`: 4 E 3.43 8.00 : I � / 2 . . . . .. .. .. . . .. . .. . .. . .. . . .. . . , :::::::+r,. .... . . 1 M 1 . ,. , . . . .. .. :;.. : ....:... ::: 6 J .1 I ,,.....rr. ........... ..... .. : S J Q :' aa'Sc.a::::;;a;. "' L fiii U �� I . TL. ►. D ;,,;i""•l.i;`iiiii'ie"i(irii: .,ii ?iriiiiii%.-'::;.';ir li 5 PUMP::::. ,; .:.: ::. UMP Fi:i Ff.;i:i;.+i;,i,i.i.i a ?;iii;°;;? s,'ii:�,ci`; �� 'Si :€ �;;�i'ii.i::;;F?i is ii5i iilic rr i i i;i:€`c: O .. .�.; :.. ......... .:.:.:::': .': : � . .. . �-.-�- � -.:;.......:,..........,........... ,..... ,.....:. ..... :,....: .. SEES ) � ......::. .:.. . .. . . . .. .. : .. . ,< .. : ..:......,., ::: : .... .::.:. , . .. .. ..... .. . .: .... .. .. ,. ,. " ....,.. . ... .:::.. . .. .. . . .. .. .. .. . . .. .. . . • . ..,.. .:,..., 0 - - ` _ "W 4.00 ... . ,,...... .. ,.-...,,. ,........... . . � ....., :.> 7. - 9.00 4"S 0.00, 2 ;.';: F- M F- 1...............: .;;-.;;: ,,,;,,,',.;.,,i `.°;:;'°,;;'iiiii:::;.:::iii?:-:-,'•::i °.:::::; ;. ,:: _;'::.::::::''::::.::.•'..:::.::::::::::::.'..::;-•-:... 1 I ;,.: i:4;i:i;::;i:;:;:;; a :::::::. :......... ... cn 8 P E W : . . ..,,.,,..<... . :. ..... . :.,.. . ISTD 1. ..:.. ... . ...... . 2 "E 3.10 CONNECT EX ) o „.. ............. ........ _ 7 24 ' .,.0.,.... 6.50 24"W 3.10 1 . - :.: .�:.: ;. ..;. „ C :; `: :: :..' :: �. :: :::: S .8 TYPE z ii?cii;;A':i;;;E'..............>•'•-:••.:e.•••::iE:""r;i:i(i5i?ii;E.;;::;'t i;3; ?ii;siii+:;:.,,::`�. .A:::::::.::::: C� I ` _ r , W `4,., .. "'. - i'w - ai:;.; .::::...;: ,ri .:.;.: :e"`•.:: :::::.:.::::.::::.:.:.::.:.:.. ',, � :�.:: `�:. •:::: F DRAINAGE wi * .:jf < ::::::::;::1 HT STYLE ADS R00 - TIG .......:.......:...':.. ATER A OTE. O-RING ING JO INTS - S P N •r .:,::iiiii L T a 4 P P VC ;' :; FOLD ....:,1...... ....... MAN . r SPOUT N :4r REQUIRED DOW cn PIPING PVC PIP QU r� . . R35 / '. , :.. . i I � M i S Vii:;; 1-1" i:�i:. ,. L• S__ iisiii31riis'�s��< -- - •' li ?:';;,•`rd;'i:-`iris;; o n I 'i 5::: ........... .......... 1..i 00 llt: I. a I �i i "i�.? ifiiii - -s-, / to > . // At: a _ 1n p Y A .•�' Z Z C zr- O 7 U s / / . r a I 1 ti, 7 PEtVC �; i .�ri`'�i`i 9 SIGN_ I 6. �i�W :':,;; :8 _ TA ILJU D A _ ARE A GE E INA AC7 RA IN b I DRA . .`. .,:.: :'..::;:::::.•,.: : . : .::., ...: :;:.;.;::;:::::::.:.:: ::::i:.:iiari; r; ;i .:,.:i; ii DEV II _ -- - - ------ -- ---------- - ---- ---- ---------- - - --- --------------- -- -_____________- -- ate+, ��++,, v� POST - '�. - - ---- -- ----- ----- --- ---- ------------ --- --------r---------- -- - 7 0 x6.9 -....»,__ 7.2 011-MG x7.1 1 DESC. O 1110 DIVIDE TA E v I , ..�, " � _ _ ` - 44 2 3"LA 3"LA '� SF ACRES :6 OF SITE ��++,, 5 LA , - u - (� � r' -- _ 2 FIR o l - -7- - - - -- CONCRE AD 46 0.70 100 It I ,� \ / 25"P X116 - 24 HDPE _ --6-- 6 -_ - - x - 3 LA `� WATER METERTM S E TOTAL DRNG. AREA 30,3 I I °° » $-5 D A #5 12"PA \ - X11"PI �,_ - - _ _ -X-4.t- - �R VALVE t \ / CONCRETE' D� #1 II 0.07 AC. 1 I 24 19 PI �� _ .� 4 _ _ - - �/ -x4.Cz _ q 5 7 AC. __ - _5 - _ \ / HEADWALL POND O NWL 2,750 0.06 9.0 101 IE ::I i _� � \ x 5.� 15"PA;01 612"PA 6 X17"PI �uGw- -ISA #4 - - _ - -+��7 ___ _ �- - g�6 �/ - e - INVERT_ 4 740 D.A. #2 0.21 AC. PAVEMENT / ASPHALT 10,973 0.25 1 x g ♦ i » rn = - - - �� _ - - 36.2 n 04 I I / \ I x 6.4 \ - _� „ s 18 PI N x.04 Ate. - -ucw- _ __ 11r - `- 4 SCI= DA #3 1 0.22 AC. 24.9 �� f' % x x 12 PA _ + x -- ._ - \ _ 2"LA 6.6x �, - _ _ �- , BUILDING FOOTPRINT +/- 7,559 0.17 L__ -»..... ,c 1 I I "" 1 "PI4 .3- -_�� 17.8 IE I CONTROL ", V6401:j „ � ' C-NQLET x 7.4 \ UG _ - „ _Z , 3"LAC (' r """ ROOF ARA 0.20 IE I I I I STRUCTURE RELOCATED / 14 PI M G 7 PI 19"PI 15"PI _ 3 LA SIDEWALK CONCRETE 5,933 0.13 It G FIBER / \ ' - 1rHR0AT STORMWATER \ � , , -_---ucw---_ �3"LA (TO RAINII WATER R IR) / - MATCHi I I TYPE E INLET W • 9 x CONC - / \ MANAGEMENT GRI 6. t<, RETE - - __ .9 PROJECT SIDEOPTIC IN �„ SOUTH SIDE ❑ LL `�- HEADWALL TOTAL IMPERVIOUS 23 931 0.55 78 I I THROAT ON / � � 6.8 INVERT (ROOF GARDEN INCLUDED 1245 0.03 n I I I WEST SIDE 21"PI SLEEVE,Y 11�I C 19 PI / VAULT SEE \ ��' DA #4 5.04 AC. ) =6 ELEv� r /,C,O 4.7Q r _ # \ I I / x 7.5 19 Rl\ 9 x ♦ . � x 6.8 / SECT) x 7.5 \ 18"PI x 6.9 0.15 21.1 A Y / �' / CONCRETE 7.3x 1 1W / DA #5 5.37 AC. GREEN AREA 6,415 I 0 9"L -i / �� \ 1�I►I� � I B \ ASKETBALL n I T I 3 // \ i s -_'J f COURT \ �� 22"PI x6.5 DRAWNO / i A I , „ I I / COVERED --s `L-` _ \ _A. I C6 PLANPOST DEVELOPMENT e I a` W ' T 11 11 IT 11 1 CL �SI-T 11 11 IT I Y W Lv 11 IT 11 4 Ld Jul Iz Of Q I'l 1 11 IT 11 11 IITrTT 11 11 IT 11 111 Ill 11 IT 11 11 IT 11 11 IT 1 11 IT 11 11 IT 11 11 U QI " " I LL 11T 11 1 COMPACTED SOIL 1-1/2" ASPH. 4 THICK11 11 IT 11 Ill 11 IT 1 11 IT 11 11 IT 11 11 IT 11 11 IT 1 11 IT 11 11 IT 11 11 IT L j TO 98% STD. W/ 6" LR CONCRETE _ PROCTOR TYP. BASE SIDEWALK V) LL. 1 11 If 11 11 IT 11 111 C� O ROOFDRAIN fill 11 11 ac U 1 11111 lljj 11 11 IT 11 11 DOWNSPOUT, MAX. SLOPE 296 •F•= TH T I TH JITH JI ITH I r 11 1 IT 11 Jill It 11 IT 1 11 IT IT 11 11 IT 11 11 IT 11 11 IT Ill 1 11 F.F = 9.IT 11 JIM HANGER ,,�f� 10 CONNECTION r��{F�=> 9 - DETAIL BY s 4 - m ' � '--------------------- ------------------------.F.XISS�SBAIi�E-------------------- ----------------- ----------------- ---JL.------ ---------------- ----_------- -- ------------ -- - --- Lai --- -- ------- - --- - --- -1 __ • 10 ROOFDRAIN 1 ROOFDR i I WATER EL. 2.25 4 --_:---J -__ THIS AREA TO BE 3 / r RESTORED TO - . 2 » 1'-4" DIA. 1'-4" A EXISTING 6 SANITARY EXISTING ROOFDRAIN COMPACTED SOIL EXISTING ELEVATION; 1 ASPHALT AND R ASPHALT AND CLEANOUT TO 989E Ste• CONCRETE NO FILL UNDER CONCR 0 LIMEROCK TO SEWE UMEROCK TO PROCTOR TYP• VERTICAL PORTION OF BUILDING VERTiC L -1 BE REMOVED BE REMOVED COLUMN/PILE SUPPORTED BY PILES COLUM /F ILE -2 (TYP.) (TYP.) 0 NOTE: I DEPTH SHOWN NOTE: RESTORE SIDE N SECTION B - B � ' BY 0 E f1MATE, C DESIGN EXISTING GRADE ANDK TO o SCALE 1 " = 6' STABILIZE WITH SOD z _o ¢W -'DRAINGLEGEND 6.4 x5.9/I \\\J8 \\\ \ SCALE- Z 1 _ a zo \ \ \ 0/yr 20 / ry \ 5 S \ o X IPFICIPOM DESCRIP71ON1 6 \ W o // ��54 + ' C ♦ \ \\ \\ \\ m \ \ - -1 - - 18 CONTOURS • ►3"LV CF , M \\ +�6 \ 6l ` I \ \ C ��o c, \ \ GRAPHIC SCALE 0 00 SPOT ELEVA11ONS 79" �+, M \ j� \ \ -x( - 20 LV so so o �0 20 �o W ST STORM SEWER ANITARY X 7.3 9 - -ST �-- MANHOLE �--- W -C �-ST C MITERED END SEC11ON 7.1 '�9? TOP 3.17.4 9 - -- I --- I ` + z N = 5.2 _ -- $.88r " I o 1 ♦ \�/\\ (9 \ ON ( ER FEET ) STORM SEWER INLET S 1 INV. W = 5' --- - --- ► ('"P P A 17 P p KING (SPACE ' p�S ♦ `\ \\ \ �� 1 inch - 20 f x7.6 -- --- " � \ * I I \\ \\ Q \ `\ \ SCALE - 24"x36" FULL SIZE SHEET) W �•+•--15M3 TEMPORARY SEDIMENT BARRIER 1�k��� 2 P A ACES I I » \ \ I \ S� ( TJ 5 P A4KING` , 1-1/2 THICK x x x- FENCE \ E L L ► _ 46 SF ASPH. - --"' ♦ ,99 - ---- PROPERTY LINE / R/W LINE \\-o - _ Aa �7 NOTE: TOTAL NEW IMPERVIOUS -- - - G GAS UNEOM 12" BA 90 " kyo \ �F �0 ���`�9J V ,r \ \ PAVEMENT WITHIN THE SOUTH PORTION \\ z Co. •Co. CLEAN-our 6 P ARiKNQ; SPACES T x 7 6 P A V E M ENT i nti♦ °�A\ `\ "1T0 `\ AND DRAINS TO EXISTING •� OF THE EXISTING PARKING LOT = ST IUZED o \ \ '�'A \\ 8 3423 SF t \ _ \__- --_ -61 S P H A L 1-1/2» THICK x \ B-HASE- - / ty°`\'s',oq`' A°\ \ °"``� `\\ •�3�e36 \ sWALEs - - X . - ® MANHOLE A 44 SF ASP x \ x 7.97 �F \ `�\ •C �2 \ a PIATCHI W : 7 M TAL [L IGH ♦ \<' - -S-- -+-S SANITARY SEWER x 7.41 \ \\ I I I LIMER / l LE QIP ®SCR` l °� M •O \ _ ci St9� \\ 7 2 I I »S� QNCRE- X �Ay V \ T N X I I 4 : ':: \ / A (tw; ♦ F�A; ` r ``'`oL \\ 1-1/2" THICK x --F - - -!-FM FORCE MAIN I �I\\ X + RKI G S�PAms I BASE / _x; .::: q h \ ' e 8 ` I. 4 A H S ABIUtED ? 7.3 J ♦ \F Q 81 SF ASPH. \ -' T / r 6 �-. 7. -- - " 8 ar I I _ FIRE HYDRANT PATCH W 6 t3ar \ S r 0 A x O \ P - r S 7 4 - Q I 7' 1 N 7 i r K r X 4 � MEROCK \ " BA -R SE xFlR MAINPAE »46. 2&6:7_. 9. r6I- X x - � X VM I 1P VALVE - 2 I 7. \ / _ T i 3 4 S ABI 7 X \ 2 s x 4 i x x - 4 - \ \ - WA UNE - - - 7. / SUB BA S� TER �``;`�:�`�`,�:���;`':�'��'�'�::::'' 8 i x x \ .� WIN' P�A � x - WA METER w TER #fr: 6. 3 I r �- • � I . 18 P sa WCUT E .. \ XIST. I t - I \ / _ x P. r 1 �o � 4 / P 1 P.P. E v 7 P L >5 - T E - P � VM TO .� N \ T. A r I G L - WOOD UTILITY POLE n T E x s a - c E 4 i C \ .- S E 5 'lli: m � 4 � i E B T �:�:. SMOOTH TH ED P.P. C E G� � P.P. 0 N - C Q I G \ � I / - CONCRETE UTILITY POLE MATCH VV 6 I \ R s / FOR ALL PAT I E CH i SP A6 \ I S N 3 I / K 7. x R \ � i A \ d M � ER K BA I oM� �E ♦ \ 3 � " a T I , x 4 Li AREAS ucHr POLE I I 7. E \ E S TYP. » v \ c� • 16 L vS M s I E IE V c A - i OVER VER 12 \ I x 0 i a ar --o - -OE- OVERHEAD ELECTRIC Eb-t� f - I .7 I �' \ ♦ \ \ --or- - -- I I 7 �� • » --�- ' �` SUB-BASE x 7 " OT OVERHEAD TELEPHONE ,,;1'H= - 19 PI ♦ \ \ -� 7 �\�_ - - I ,� 1-1/2" THICK x -- --I'' -- -UE UNDERGROUND ELECTRIC �� 913 ASPM. i » \ - x 7,��_ -PAW/ 6 \ �'{ I 1-1/2 THICK x 1621 SF ASPH. W T- - UT UNDERGROUND TELEPHONE \ _ PATCH W 6 ♦ \ \ LI / / MI�2 B i ASE 66 5 SF A I SPH. X i / P I \ 7• 2 » �•. / 0 UNFROCK BASE " \ \ \ r- OVER 7.53 .I- ( I I I PATCH W/ 6 » O ansr. AWT ASPHALT PAVEMENT x ,I OVER 12 ` \ \ STABIUZLQ \\\� I I I I I cn _J UNFROCK BA$ g o \ r- ,,.,.,.. 'X 7 2E SUB-BASE KIW SPAC S METAL LIGHT - �-- I STABILIZED / f \ \ 4 AR cp I 1 OVER 12* \ \ Easr. a +..►. \ R - co I ♦ \\ \ N POLE QLE QN CRETE SUB BASE N W 1 I l / STABILIZED I (- CQNCRE TE 1 a_ \ \ i I � I I cn I \ \ 7,2. . . . J I \ \ M- BASE UB BASE \ S+x CL BUILDING .::;r:::X: �'*L::;:;:::: ., - . x I CL16- 1 z 3 1 \ 7. a .2 l Y W 0 x I 0 7 / F.F. C0.00 F.F. 00.00 FINISHED FLOOR ELEVATION x 7.3 \\\��- a z W EXISTING TREES -o x 6.3 " ,�8.0 co A X TREES TO BE REMOVED U ( \% °i. \ W I -I- 14 _ _ / \/ / \ a z 311 +, 14 LV \ f h 10 NUMBER OF PARKING STALLS M►�11"MG x 7r�,F-• n 7.1 X4"MG.3 I \ > 12"GiIY I a I 1 \20 20"PAW a - - - -CONCRfE AD -O-ZQNCRETE PAD I _ 09 _ I 1 �'I 21"PI METER WITFi'BEPICH \ \ 9 f CtNCI? WITH E 6.1X 6.8 x \ Y 15"PI SOIL BORING LEGEND HEAD TARP MANN �\ Q \ \ f g °ALL SANT �c` / z INVE = 7.01 x / ca tr X .. '< O - _ RT 4. TOP _ 6.g X 't' "\ ,� �_ 1 7.9 11 PI / - _ 40 INV• E. - 4.7 5 w// g.8 \ v7 Y SOIL TEST BORING LOCATION ___ _X __ _ J�V. W. = 4.7 15 6' " j AUGER BORING LOCATION 7.sxO3. _ - r SOIL TEST BORING LOCATION --- 3 LA .. `;�*�•. - - ._ - - =__ 11 vG , " L A ♦ _ / 3 - _ ;�- S P 16 P UGIN- eAc .;ZALE 7. $ AUGER BORING LOCATION x 6,:9 19"PA �� ---PREVEN] s CHAiN LI��'E.��+_.,.,-„6-5x 6.7��" �7_ 7 �X�9�T'`�-4i2- 7 _ , IN VER 8 X _y A limit ed nu or of site borings have been made: locations of %./f 19 PA - 6. ♦-♦`'`♦..♦�♦ 7.8 _7 A�E •? ` PROJE borin and terials encountered are available from the • i'- \ '` •.. 7 _ _ J f Geot nical r ort No guarantee is made or implied as to _ - - / '• � charac or of terials borings. Bidders shall examine the site _ -- /j CONCRETE and in 1gat the character of materials to be encountered. The c tract shall perform all earthwork required for the work SKATE PARK MAW1 as ified indicated regardless of the materials encountered or the meth of handling required. - ST DEVELOPMENT PLAN C 7C1 JTALL DETECTABLE ABLE SURFACE O TRY PAVEMENT NREA ( DETAIL) z •:.:.000000 0 'o 0 :° . a 1/8" 1/8" m4. H-20 TRAFFIC• r� 00000000�0o0° ,•,. . 1 X1/2 BEARING GRAD 0 SHALL SLOT �ENINGS SHALL 000000000, o o SLOT OPENINGNOT BE IN WALLS WITH 0000o0o0p,,-o 00 • 1. 4•R> , 1' 4.R, :° a: EACH 6 WHITE :..o0000000Q, o o ,n /` .' o I ,. �'". NOT BE IN W 600 EQU Y :• 000o0o000)00oo 4 ,` 4 ` WITH GRATE � �' GRATE SEAT ACED 000000oo�fl0000 : NOTE: USE DOMES IN R.O.W. 2"x2"x1/4"4 r r o •.•. 0 0 0 o c>,, 0 0 :. •° ALL ON-SITE WORK TO CONFORM EXPANSION JOINT I I 2 1/4 1/4 ... 00°°°o°oQ'o0o0 TO THE FLORIDA BUILDING CODE CONTROL JOIN T t "� w.Q •.. AVEMEN SYMBOL <Q :: °°°°°°°0�<o00o a. a NOTE: CONC., 'DESIGN m WE DETAIL BELOW N w ....000000°000000 ; . =< STR TH m �" 'P•S•I• w ♦ NOTE: CONC. DESIGN 24" M11N. EXPANSION m 'n x2 x1/42{ STRENGTH 4,000 P:.S•I• P USE TRUNCATED DOME TRANSVERSE JOINTS ( 3 3/4" 3 3/4" SURFACE REFER TO F.D.O.T. JOINTS NOTE: EYE BOLTS 6• INDEX 0304 PROVIDE TRANSVERSE P.T. 6,_Ow ) EXPANSION IIOINTS O 21/4 a 3 3/4" H-20 TRAFFIC • " APPROX. 30 SPACING • �.--.-. . 4-0 334 21 4 (�� ALL EXPOS II . m BEARING GRATE DISABLED � CORNER S DETECTABLE BL WARNINGS MAX. SPACING OF 50FT. D E A EW N „ _ 2 AND EDGES TTO BE gTp, SPACE A WIDTH SPACE 5 MIN. w 1. ALL SIDEWALK RAMPS SHALL HAVE A DE TECTABLE WARNING CONSISTING OF TRUNCATED •:• . CHAMFERED �/4 ,2MIN. DOMES WITH A DIAMETER OF NOMINAL 03 IN.(23 mm), A HEIGHT OF NOMINAL 0.2 IN,i,5 mm) $ ' PLAN AND A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN. 60 mm AND SHALL CONTRAST EYEBOLTS ( ) 2"x2"x1/4" ANGLE IIS GATE T �A . W W T-" VISUALLY WITH ADJOINING SURFACES, EITI�{ER LIGHT-ON-DARK, OR DARK-ON-LIGHT. IST. 6 3' 6 m m EWALK THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING NEW �� W i� :•�. 3 3/4" 3 3/4" 4' 6 6" 6• 6" SURFACE. THE WORK AND MATERIAL SHALL CONFORM TO F.D.O.T. INDEX 0304, PUBLIC P.C. :� O 12" O� •I -1 SIDEWALK CURB RAMPS, REVISED 4/11/0Z AND SHALL CONFORM TO US ACCESS BOARD, CONTROL JOINT w y• B.W. r l -� 27 2" CHAPTER 7, US DETECTABLE WARNING PRODUCTS. � o ' ' GROUT, OR RAM-NEK i •• 5"R. ELM > � ' ' �• JOINTS WHEIN REQUIRED!, � `: GA 2" CL- GROUTED OR "RAM-NIEK" 2. DETECTABLE WARNING SURFACES MUST BfE INSTALLED AT ALL POINTS WHERE DESIGNATED < 1/2 /�• JOINTS WHERE REQUIIREp PEDESTRIAN ACCESS PATHS ENTER VEHICULAR USE AREAS. FINISH GRADE ELEV. SHALL BE AT LEAST g" BELOW 1/2" ,, ? rC. OF PARKING SPACE THE PROPOSED PLAN ELEV. TO ACCOMMO0D(�AATE °. 04 O 12" N(C. B.W. O 8" O.C. a SODDING AND MAINTAIN POSITIVE DRAINAf 1 12" PAVEMENT • T :• PIPE MUST T BE IN p 1 8" : FT. SLOPE 1 ( •) , CONSTRUCTIj JOINT PIPES MUST NOT BE TIN F DETECTABLE WARNING SURFACES /� ' _ ' * CONSTRUCTION JOINTS o. • .. in •:' ' `.:-sT'.. ._. _. PIPES SHA " ;}' t r• BE FLUSH PIPES SHALL BE FLUS9H WITH INSIDE; 'WALL ' . •�•-.' �:-', WITH INSIDE WALL NOTE: PAVEMENT SYMBOL SH �+ NOT TOa SCALE °: 1010 4 '."•:: BARS O 12" 014C- PANTPANMTED VIITH VNMTE TR PANT WITHIN ONTLIIE SHOWN-- 20 ao � � • #4 O 6" O.C. re.W. / 13 DETECTABLE WARNING - MIN. BEARING CAPACITY 2000 PSF • � SURFACE PER FLA. MINIMUM BEARING CAPACITY 2000 PSF 4" 3" 4" ��N SECTION BUILDING CODE �� �� "Elf TURN DOWN AS REQUIRED STORM SEWER TYPE C NLE STORM SEWER TYPE E INLE aACK SIDEWALK w HACK OF uK NOT TO SCALE p NOT TO SCALE cess-SLOPE r TR CROSS-SL nR� AT GRADE p I C L ITRIPING I�' REWD WHEN'�V IIS � GENERAL NOTES AT ASPHALT PAVEMENT SIDEWALK CROSS-SLOPE OR LESS 74' DROP TRANSITIddS W Ue CR S,�E 1. CURB CUT RAMPS ARE TO BE CONSTRUCTED ON OSE BRICK 0000 9 ALL CURBED LOCATIONS WHERE A FACILITIES, CRBUT MO SWALK Y AT HADJOINS TYPICAL S I D E W K DETAILS 0000 y A SIEWALKi THE CROSSWALK g SIDEWALK EACH °o°oW 3 CAN BE EITHER EXISTING TO REMAIN OR NEW NOT TO SCAM P16A � ° �X MARKINGS L CONSTRUCTION. �� "D • 0000 2. RAMP LOCATIONS ARE TO HE COORDINATED WITH 0000 `•` ` L IN CONFORMANCE WITH CROSSWALK MARKING 0000 oP OF cURa F DETAILS AS SHOWN IN THE PLANS. A 0004M 3. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS 24ol A MUST WALK ACROSS THE RAMP, THEN IT SHALL HAVE MI ol RP"ING LL PLACED GRADE 60 STEEL OW GUTTER FLARED SIDESI THE MAXIMUM SLOPE OF THE FLARE Aft COMP PER AP I• MAXMM 85 KSI VMRE FABRIC`l LIP ALLOWED SHALL HE 12d. CIFICAMNS MINIMUM X •( 12" PLANOLTVIEW 4. SHOWN ON CONSTRUCTED EVEN WHENTSI EWALKAIS�NOT s +� Pw IMAX. SIZE. 0.37 (" RAMPS TO ALL AASHTO-T180. CONSTRUCTED CONCURRENTLY. ,p 6 5. BASIS OF PAYMENT, CONTRACT UNIT PRICE 5' S/V STANDARD e VARIES ESTABLISHED IN THE PROPOSAL FOR \ \ \ \ \ \ \ UTILITY s SEE NOTE CURB 8 GUTTER. 6. THIS STANDARD IS NOT INTENDED TO BE CTA \ \ \ \ \ �~ \ \ \ G a• ABSOLUTE. FINAL DETERMINATIONS TO BE ���` \ \ \ \ \ \� \ \ \ 99 . A T BM TNI PLACED D \ / SYMBOL Tp"� DISABLED 0.OB > MADE IN THE FIELD. ��a a \ \ IM im ppl jTM•TO TNI O98X1 10. PRECAST IN ACCORDANCE 002 (NaRM.) 7. MIAMI CURB WITHIN LIMITS OF WHEEL CHAIR 43 \ \ 2 IMAX, SIZE. WITH LATEST EDITIONS • i• MAxH�M RAMP TO BE 'LOW CURB' TO ACCOMODATE �� 1/2" BEAM HOLE WITH OF ASTM C 478 • LIP :• .y ,y,,.•;:; ,, :r••,` 12d MAXIMUM RATE FROM GUTTER TO END �` 1/2" GALVANIZED ANCHOR \ \ \ +;•�S• "x ''"" OF TRANSITION. MAIMI TYPE CURB 6 GUTTER • w PARKNNO my _cim_ = 12 . I MAX. DETAILS SIMULAR, CURB TRANSITION LENGTH i g" ROD-18 LONG cum �s1°N0 SECTIDN B-B SHALL BE ntn, 44'. ��i� . . . . . NG 1AIITERI�l. olum KTi B. SIDEWALK WIDTH TO MEET REQUIREMENTS MI IMUM 98X CmMPACTION. OF THE GOVERNING STANDARDS, 8• 3,00(p LBS. CONCRETE AASHTO T-',,180. PMI Wn ma EXIST. FACILITIES REMOVE L RECONSTRUCT CURB/CURB a REGULATIONS AND SPECIFICATIONS, BUT • • • • • • ' • ' • ' • ' ' • • • • • ' ' ' • GROUT NOT LESS THAN 4'-0' %.. i ONLY 6' TmN s,F'� STEEL REINFORCEMENT SEE NOTE Na SEE NOTE Ma 9. ALL NEW CONCRETE RAMP SURFACES TO WHITE REFLECTORIZED RECEIVE BROOM FINISH• A BRICK 2r i HIMCKGRQUM W/1-1/4"/4" SEXES �• MAX/1 f NOTE ... �2" CLEAR 'Co BLiIE REFLECTCRf7FD , TOP aF cuRa F HACK OF SIDEVALK 1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR -7 IFTTI:RNM6 /MrD F7 - - - r AND GRADED LIMEROCK 3/8"-7/8" SIZING. UUITABLE IN WASHED PIPE MUST GROUT, 'RAMNIX' OR M64TERL4L OFA PRECAST CONCRETE WHEEL STOP SHALL BE RE CONST. JOINT •SITU NOT BE IN WHERE R WD..� STANDAR "HAT" CHANNEL z SECTION A-A • P4 MATERIALS SUCH AS MUCK, DEBRIS AND LARGER, :ROCKS S e k NOT TO SCALE 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS > PIPES SHS- BE PLUMB STEEL POST WITH � ENTIRE LEN" 2• CLEAR • z APPROPRIATE COMPACTION UNDER THE PIPE HAUTACHES• VNTH INSIDE WALL. 6 •� OPTIONAL CURB CUT RAMP ! M,"• GRADE 60 STEEI. OW 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. _I 65 KSI (VMRE FABR16) ," WASH FACILITY FOR 220DO P.S.F. -�2• IN /FT S� " GRADE PHYSICALLYHANDICAPPED 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERL SUCH A$ LARGE a ROCK, MUCK, AND DEBRIS. IL alAR COI�1CRElE FOOTING NOT TO SALE 5. DENSITY TESTS ARE REQUIRED IN 1 FOOT LIFTS A CSOVE THE IPE AT 1. SLAB RB*MROEMENT 6 APPROPRIATE FOR TCP. INTERMEDIATE, AND BOTTOM SLABS Q NOTES: ' 1. ALL LETTERS ARE 1-1/4" 9ER�� INTERVALS OF 200 MAXIMUM, OR AS DIRECTED EW THE INSPECTOR. 2 SLAB DEPTH 15 MEASURED FROM FNMED GRADE TO TOP OF SLAB 2 TOP PORTION OF SM SHALL 3. WALL DESIGN DOM IS MEASURED TO THE TOP OF THE BOTTOM SLAB FOR BOXES AND A SAW BACIdOROM TH TO THE TOP OF THE ITfRMEDIATE SLAB FOR RISERS. t� REfIFCTORI�D L O b �HEKiHT IS THE DISTANCE BETWEEN TOP OF LOWER SLAB 70 BOTTOM OF UPPER Z Bow OF 9w TYPICAL TRENCH N C H A FRIECTOR0 D r� BA M WITH, , DFTA I L „ OPAQYE LF9EiA eoRs>Fx N 1/4 R. NOT TO SCALE STORM SEWER MANHOLE TYPE J- 4 tFrm Inc NYIMERS Ohl SKTI HAI JOINT SEALER A "Dvf-TQ-MEWT RAT101 3:5 Ah 1:1 AND A STROKE VI101?1-10- T RATIO J NOT TO SCALE Deo 9ETVM 1:5 AND 1:19. V 'r 5.SIQIS 9 4A L NOT BE OBS BY A VEHI, ► �W o � PARKED IN THE SPACE. V p- °' p tJ 6.OISI8IF� PIMMN'I9 SPACE SIZE. ING, s = A 91AMAGIE SM ML BE IN VATH ~ v ALL /PPLJCABLE CITY, STAW4 �' ° d c RE9L�l ATK#IS. 4" 0- co DISABLED SI N DETAIL V1/2- PF�MOLDED EXPANSION NOT TO JOINT MATERIAL � cc 6CMco CM N v w w 6 X 1 •� 113 TO 1 4 r 0 GUAGE STEEL a EXPANSION •.•.. .. N ION JOINT / / DETAIL 1 1/2 MIN. AI � COMPACTED 1RAFFlC YELLOW; _ o0 EXIST. PAVEMENT ( ) NOT TO SCALE TYPE S-1 SPHALt CONC. P1S ' FILLED WITH 3000 ' v LBS. CONCRETELo I M • /, o '� ' w SAWED JOINT OR : ' �' LIMEROCK BASF o i s M( 75 �_� 0 ' 0 , �r p + r 8 MIN. PREMOLDED JOINT FINISH GRADE ELEVATION SHALL BE AT LEAST 2" BELOW DF]ISITY • ' • p ' do 40 THE PROPOSED PLAN ELEVATION TO ACCOMMODATE AASHTO T_180 FLUSH WITH SURFACE SODDING AND MAINTAIN POSITIVE DRAINAGE. u i 12" MIN. 12" MIN. OF PAVING OR a = HAND-FORMED JOINT 1 1/2" ASPHAL'I1C CONCRETE (TYPE S-1) 6• 6• PAVEMENT `� CL 2" ASPHALTIC CONC. (TYPE S-1) IN R/W a' ` COMPACTED BACKFILL WITH 1/4 FINISHED RADIUS N :•�, M MAX DENY PER ALONG THE JOINT EDGES AA9fiiD T-100 TOP OF BEDDING -j r. r• c� U f i 12 C D n p. d. co U - - } F v s 6" OF 3000 LBS. ° a (8" UMEROCK IN R/W) CONC. ALL AROUND :•. a • .• Si F CONDUIT OR PIPE to 6" COMPACTED UMEROCK BASE :•' .; . c O. 10OX MAX. DENSITY ��4 � NOT GREATER THAN 1/4 AASHTO T-160 • ' ' OF PAVEMENT THICKNESS " r l W C I NOT LESS THAN 1/5 12 STABILIZED SUB-BASTE 1 t2' / 98X MAX. DENSITY (LBR 30) 18" min. MIN. OF PAVEMENT THICKNESS AASHTO T-180 (LBR 40 I N R/W) Ppp�ft PAVEMENTP TACH DETAIL CONTROL JOINT ETAI L ASPHALT PAVEMENT SECTION BOLLARD DETAIL NWOT T01 ALE NOT TO SCALE P14 NOT TO SCALE P1 NOT TO SCALE DRAWM Na I OF ffi W R/W LINE Bc + 18" MAX. W BROOKS 1-RT SERIES Bc + 18" MAX. COMPACTED MANHOLE FRAME & COVER 6" WIDE X 6" THK " Bc + 12" MIN. a BOX WITH C.I. COVER Bc + 12 MIN. BACKFILL CONC. COLLAR SLOPE COMPACTED ■ tZ FINISHED GRADE 4-SIDES LABELED SEWER ' SHEETING 12 x SHEETING BACKFILL W FINISHED GRADE _. r. CER• MI ...,u 112- '�SOLID SOLID CLASS C" I IZ 1' a CONCRETE „ d y 1 4BGOFIRBRCK ONLY ALLOWED .,( o STD. CLEANOUT COVER '' / AS FILLER No 4" MIN. RUBBLE, GRADE _ W/ THREADED PLUG To 1/2" PER FOOT. WATER SER\nCE MANIFOLD ARRANGEMENT 8- COMPACTI_D_ r ?= ' r " SHAPED BO OM GRANULAT. _--' LEVELING COURSE, I LgG3Ee�MIOXA6SOWW" Lal LJ SUITABLE UN S - _. I s MATERIAL!-IJ • G awrAsste>srunerJEaaret J 1 CONCRETE URGED SOIL-- ' 0.5 B 12" (MIN) THICKNESS LARIiE$§RtlICE13'P+IOLaRG>R} I OF GRANULAR BACKFILL yva 6" P.V.C. 45^ EL .: (57 STONE) f ��, / PVC AR _ * - -- SEWER" CONNECT TO EXIST. SER�tyICE Z r!' s IN UNSUITA LE SOILS m I MM 10 . • HALF C DN HALF SECTION HALF SECTION HALF SECTI01 _ OVER EXCAVATION IS (NCTT 2j WYE, 6X6 h __.__._. n.____.___. SHEETED TR CH UNSHEETED 1RENCH SHEETED TRENCH UNSHEETED TRE W REQUIRED (SEE NOTE 3) C ::::::.:::::. ::: :;::::::::::: ...: o WITH NECESSARY FITTING ..... . ::. fweu+vsnvvEm 45^ FMEUMN(rAND1ARGERW�OETECt (OR PLUG WITH STOPPED TYPE I TYPE II FOR FUTURE CONNECTION IFSHAPED BOTTOM W/ COMPACTED GRANUALAR BEDDING p 8 * " PVC NONE EXIST) TAMPED BACKFlLL ' TYPE- C MANHOLE 6 r vr+7sw�uERrmeE » E<�WIER BOx CLASS B!f coor�icREE w/soup OO � ws n o � UNDISTURBED SOIL IARPSTOPANa,yUw I ,� TYPICAL BEDDING DETAIL 2-1a" FILLER BRICKS 4 a. ONLY ALLOWED CASE I J�BTM � ILATEgT,�R ' SEWER CLEANOUT D ETA I L MINI AS FILLER NO N.T.S. I RUBBLE. GRADE SEPARATE INDIVIDUAL SERV"ARliA1 OEMENf TO 1/2- PER Fool. LAROFMMN.T.S. LEVELING CITH OURSE, BYi'A93TINbTRAUED1{B? 90' BEND 12" (MIN) THICKNESS -------- (TO BE REMOVED) SMOOTH NOSE BIBB W OF GRANULAR VALI+E PECURED f E -I LARGE SERVICE T LARGER)' (TO BE REMOVED) BACKFILL _ (57 STONE) rarE1 )a•ILimy - M ''A wl =777�� TYPICAL 6" - B" PIPE INSTALLATION I!" "• IN UNSURA3LE SOILS rAaw►+avmvet�7 �`*` ' (N1Eg) -• OVER-EXCAVATION IS S {mMMro Fi�W4N(x'ANDLARGERW/tl€TECTLSIRO SHALL DEPTH IN FT. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REQUIRED (SEE NOTE 3) o - -� 1^ - * WATERWSTRAKiHi DOWN (NOT SPHALT CONCRETE PAVEMENT CORP STOP }REDUCER(IFRWO) ANS WIDTH BASED ON TYPICAL DETAIL 8.0 7.0 8.0 9.0 10.011.012.013.014.015.018.017.018.019.0 N ( AND POLY ,' r AND SMALLER SERVICE 12.011.3.o[14.0 "' " ' D RTH 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 t5.0 18.0 17.0 ur+E ``y Mie ---���j ,J I VMDTH BASED ON TYPICAL DETAIL TYPE-"C"MANHOLE WITH FLAT TOP I `SERVIC6JE1STROR IS RiONM s� �I SERVICEjDISTR�FJUTLONMAM METRLBQX EttrENsroN-sEENOTEt) FINISHED GRADE X10 ADDITIONAL PAVEMENT REPLACED BEYOND ABOVE PAY LIMITS WILL BE ALLOWED SECTION VIEW ' CONSTRUCTEDPER CONSTRt1CTEEtPERFLOR>C3AF AW WITHOUT WRITEN APPROVAL OF THE ENGINEER. JEJAsTARDAROS: '�'' `cpDE> /va'1s ti'Esr NOTE- No CASE , '_ EXPAND WIDTH FOR LARGER PIPE w r O 1. CAS7 MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LASTEST EDITIONS OF AS.T.M. BY INCREASE IN PIPE DIAMETER. V 47BWIiH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERT'S SHALL BE FILLED � � R NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL NOTES Kms, INDLUN _ PIPE Q¢" SIZE MPI.) ( TO BE REMOVED) ROUTE OR 2, B WATERPROOFING MATERIAL AND INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COAT E>N t. sH©ULDAE&ATIOni� �AMAnIFL�LDcESEWCES�Errt�t( R M til ATE VALYE sAME GJSTOMER$.s.DOM�TIC,IRWGATION,Fa%jAND ONE OR MOREEc DAY ICER 'F RE°°'RED (SEE LIMIT O F PAVEMENT PAY ITE M 3. SILT$, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML. CL, OL. MH, W) VIL.VECOVERPAWTCOLOR CASE II ABOVE)18 ACCEPTABLE PROVIDED: (B,r=SLUE1m=..ymLOW A. TftP GTDESIONENMNMR(FLCIDA L ENDIaLWR► BUSHING.IF REQ' (Ta BE REED) I-THREADED PIPE REPLACEMENT/POINT REPAIR OH AND PT) THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED PROVIDES AccEPTA4LE HVDML$c MCULAT�oN(T�rOtNEEREO• BE INSTALLED AFTER BACTERIOLOGICAL AASHTO CLASS A-3 SOIL (COMPACTED TO 9816, ASTM D1557) OR OVER-EXCAVATE AN ADDITIONAL 12" iA POINT OF SERVICE ANO SEALED)WH"WETS THE MOST HYDRAtJLtCA1 LY LlENiANDAW E CLEARANCE IS RECEIVED) ( A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). B. TO MEET JEAAND LOCAL FIRE COLE REQLAREMENTS•A SEPARATLE ISOLATION VALVE(8ELaw GROUND TYPE GATE VALVE OR CORP Ste) " 8" - 21 " SEWERS INDTL P1 SHALL.C FIC PROPOSED FOR EA fi-M ON A MA OEME ARRANOL T• '.... SAN TaR Y SEWER TYPE C MANHOLE THE AOCOM IFS W T A,>A�CEARRANG I�N e 911 DEGREE SND c TQ REMOVED , JEAWATERDISTRIBUTION. A ce` I• 'STANDIIRDSAND18RE1AEWEDANDXPPRt9 _ �-W Z BAwLOW PRVENTER(SPP)-THE ABOVE GROUND VALVE SHALL MEE§TJEAl ICR088•CONNECTION CONTROL p �••p1Rg.,1Ep,ApPRavED VAtVluu 1" CORPORATION STOP CONNECTED DIRECTLY INTO USE LONG RADIUS 45 BENDS CONSTRUCT a aI.MI JIA:ME-TER BE IWTALLED WITHIN IVN(10)FEET or kid HT•OF.WAY LB0 OR JEA&( SADDLE (TO REMAIN) '.,,. � STANDARD Z TEST dCS UNLESS APPROVEDOTHET•tWISEE1YIEA.AL.LWPa*WALLED ONAFlf&E + 1' WATER SERVICE SADDLE ( TO REMAIN) (NOTE CLEAN-OUT DO BLE CHECK GATE VALVE GATE VALVE GATE VALVE THATMAINOUTLET, AT 3:00 OR VAR PosrrloN) WATER MAN (SIZE TYP VARIES) SANITARY SEWER TE: FOR DOUBLE WYE, USE NECESSARY FITTINGS V (RE(TypSILIENT SEAL MAIN NO BENDS TO ALIGN WITH EXIST. LATERALS. D' EL. F.E. Reuised° August 1 2-0OB Reviced>3y: Kf3L Appratetll: RHS 30 Adeg 2'' TYP, a ° 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE BEND W ° CONSTRUCTION DETAILS ' ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS (NON-TRAFFIC L•Ra • GALV STEEL RCEV INLAS FlN. GRADE VIII. Page 14 of 55 Nom)• E m = (T1gp.) a • D.I. PIPE 1-F.E. `t � � 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL x rt PIPING & FITTINGS (AS NOTE), AFTER BACTERIOLOGICAL W d� P.E. (TYP. . ,: 21' TYP. • , i IRON PIPES .:, CLEARANCE IS RECEIVED. " taJ a `.. !:� CONCRETE • •; w �'. _ _ _ WATER METER DETAIL L6 G INSTALL STANDARD "• FOUNDATION • 3. PIPE AND FITTINGS SHALL BE PVC (SCH.40) OR GALV. MATERIAL. PIP , CANED WITH SEWER WYES ` I g PR E LINE W/6" PLUG AT END. 16 I ^i !• SCH. 60 PVC PIPE ~ N.T.S 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE WyE e THRUST BLOCK-ZSERVICE SUPPLY POINT SHALL BE LIMITED TO AREAS WHERE A SAMPLE TAP BY j { WATER SERVICE gp• py M.J. `•'' �''" ALTER ATI EBY JE ODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED STANDARD CONSTRUCT Y SM . SERVICE: 21/20 - 10" NOTE CLEAN-OUT 2 1. ALL PIPE ND FlTl1NGS 2" AND SMALLIM SHALL BE THREADED TEMPORARY SAMPLE TAP DOUBLE WYE PLAN o D U B E CHECK VALVE SCHEDULE 4o GALVANIZED STEM OR BRA$$, BACK 0W PREVENTER REDUCE PRESSURE N.T.S. MINIMUM HORIZONTAL o NOT TO SCALE W02 BACKFLOW P R E V E N TE R DETAIL WATER MAIN PIPE OTHER PIPING TYPE SEPARATION (FEET) DOUBLE _ a NOT TO SCALE MAIN SANITAIRY IrR NOTE: AND RBENDS TO ALIGN WITHUSE EEXIST.RLLATERALSS W I 6_10 CONSTRUCT Q 1. GRAVITY SANITARY SEWER STANDARD 30 de CLEAN-OUT O 2. GRAVITY SANITARY SEWER 3 L.R. B D W SEE NOTES tS DEfAIL W-11 (SPECIAL CASE, NOTE3) ea ;, a (SEE NOTES 11• 6-10 SEE NOTE �k5 3. SEWAGE FORCE MAIN 9' MINIMUM 9' MINIMUM FULL LENGTH OF PIPE CENTERED ti< �F AT CROSSING, SEE NOTES. � � 4. GRAVITY STORM SEWER 3 6" SERVICE LOCATE WIRE, SEE NOTE 3 DEPTH VARIES 5. RECLAIMED WATER 3 PIPE FULL LENGTH OF LOCATE WIFIE OTHER UTILITY PIPE PIPE- CENTERED EXISTING W deg MECHANICAL JOINT 11 t/�, 22 (SEE NOTEtF3) 6. ELECTRIC, PHONE, CABLE, GAS 2 � WYE SEPARATION AT (*OSSING. (SEE UTILITY PIPE im Z VARIES (SEE 1/f OR 45• BENDS (SIZE NOTVARIES) SEPARATION+ oTEs ,&2) + VARIES (SEE PLAN VIEW SINGLE WYE PLAN NOTES 1&2 PROPOSED WATER MAIN - STRAINED JOINT PROPOSED WATER MAIN SIZE & TYPE NOTE: PLA SAN TA RY SERVICE CONNECTIONS P.) SIZE AS REQUIRED SIZE & TYPE VARIES VARIES THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARNCE OF THE MAIN SHALL BE PROHIBITED. N.T.S. THE LENGTH b THE PIPE TO BE MECHANICAL JOINT 11 REST INED d. EACH SIDE OF BEND SHALL EXISTING THE LENGTH OF THE PIPE TKO x CONFLICT PIPE 9' ie, 22 1i OR INSTALL CLEANOUT, SEE DETAIL a BE IN ACCOR CE'WITH RESTRAINT JOINT BE RESTRAINED ON EACH SLIDE MINIMUM 45• (SIZE VARIES) EXIST b FINISH GRADE I SCHEDULE, ( DETAIL W-31A OR W-318) OF BEND SHALL BE IN MINIMUM HORIZONTAL SEPARATION REQUIREMENTSMFWM-K 1-7 W ACCORDANCE WITH TABLE F®R PIPE RESTRAINED JOINT (TYP.) •• cc 6 MECHANICAL RESTRAINT SIZE AS REQUIRED - I 4 C LENGTHS, (SEE DETAIL W-31I SEINER 0 c ss ss A&B) DITCH_ S ICE BANK 6" SERVICE PIPE CASE A CROSSING W ff f>t WATER MAIN PIK W I E �' a CROSSI CASE C % MIN. SLOPE LM 4 O� E B SS OTHER PIPING TYPE MINIMUM )SEPARATION a 1. IF EXING CO FLICT E I$ A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. LS EENT NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO _ p THE SOLS WATER MAIN ON � K Z THE IMUM ENSiTY AS DETERMINED BY THE LABORATORY MODIFIED i SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 : z < 943% OF 1. IF EXISTING UTILITY PIPE IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. TOP WITH JOINT S E � ENCH DETAILS FOR BEDDING PROCTt�R TEST, ASTM 1552 THE SOILS BETWEEN THS NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED CENTERED OVER W-11: (1.4,5,&6) - N � c W TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED 2. SEWAGE FORCE MAIN 12 D OMPACTION STOPPER OR c 2. FOR WiNIMUM RTICAL EPARATION REQUIREMENTS SEE DETAIL (W-10 AND W-11) PROCTOR TEST, ASTM D 1557 OTHER UTILITY PIP 3. GRAVITY STORM SEWER 6-12 TOND(ISTOLATERAL � a � � 3. LOCATINNG WIRE REQUIRED: SEE DETAIL W-44. NOTES: to W 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENT'S SEE DETAILS (W-10 AND W-11) 1J CONTRACTOR S PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONt� 4. RECLAIMED WATER 12 h 4. THE COVER FO PIPING 'LES$ THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" 3. LOCATING WIRE REQUIRElb: SEE DETAIL W-44. 2a PROVIDE APR D MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. (�) INV PAVE AREAS' ND A MAXIMUM COVER OF 60", UNLESS APPROVED BY JEA. THE �� 5. ELECTRIC, PHONE, CABLE, GAS 6 COYER FOR PI ING 241 SIZE'; AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED 4. THE COVER FOR PIPING ;LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREA, [OTHER UTILITY 3� LENGTH OF E CE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, !�. AND A IMUM COVER OF 84", UNLESS APPROVED BY JEA. 36" (MIN) IN PAVED AR&AS AND A MAXIMUM COVER OF 60". UNLESS APPROVED BY JEA. PIPE TERMINATE E ACE AT LOCATION DIRECTED BY THE ENGINEER. W THE COVER FOR PIPING '24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND \, 5. IF UTILUTY CON ICT IS'E LOCATED IN A NON-TRAFFIC AREA (NO TRAFFIC LOADS) AND UNPAVED AREAS AND A ►MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. SECT 5. EW REV 4/06 THE THE IKEA D.I.P. 0(' THE CONFLICT) MUM COVER MAY BE REDUCED TO 24 INCHES SdTl ON-SANITARY SERVICE CONNECTIONS V (DIVE _ I THE WATER MAIN 1§ BELOW THE SEWER PIPE, THAN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. N.T. �' [� W • •r■�1 i IMUM ERTICAL SEPARATION REQUIREMENTS WG MIN � Q 3 o 2 }- � DRAWIIK a cs 9 OF ..._. . . �_ vr�.t. • �. a .ziL4,Yia 1a4_A.L> ., :L N..?..tick • i� : I I. G W N I W J W W z LFGENb Shoulder Work 0Channeli{ting Device Shoulder Work With Minor Encroachment 2 ( • Within 2 E; of Pavement Edge of the Ed ❑� Flogger Symbol ining two—way traffic in two travel lanes) (Two Flogger Operation) Portable) sign Supp rt Z Arrow Display z High Leel Warning DeOce ® U Work Area 0 Warning ',Sign O 0 O �-- 0 o O n. J O o o i 00 0 11 30-d O o O 2~0 o Buff . oShouder ISIGN S PAC I N G G °° Taper 00 Shoulder as ° — ° Taper s M o ROAD TYfPE DISTANCE BETWEEN SIGNS** mw ma ° 2 °°° sna A B C CL \v/ �--- URBAN (low meed) 100 100 100 �.a URBAN (high speed) II 350 350 350 z '� 4 WORK +4 Q ROAD VVV RURAL 500 500 500 Expressway/Freeway j 1,000 1,500 2,640 ii i CAS E 1 M . O . T . CAS E 2 M . O . T . CAS E 3 M . 0 . T . U **SPEED D STANCHES SHOWN I To BE F T. THE rN HEADING A. B. AND C ARE THE DIMENSIONS SHOWN IN FIGU� 6H-1 UGH 6H THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES o A CAS E 3 MOT SHALL ONLY B E IMPLEMENTED (MUTCD). THE A, DIMENSION IS THE DIST FROM THE TRANSITION OR POINT OF RESTRICTION Ti) THE FIRST SIGN. THE B DII�SION IS E DISTANC THE FIRST AND SECOND SIGNS. THE C DIMENSION IS z WHILE CONTRACTOR PERSONNEL ARE THE DISERIESSTANCEENCOU THE SECOND AN RD SIGNS. THIRD SIGN IS THE FIRST ONE IN THE THREE-SIGN PRESENT. DURING OFF HOURS THIS MOT NOTE: LONGITUDI DIMENSIONS ARE To HIADItTE TO FIT FIELD CONDNG A TEMPORARY TRAFFIC �tTIONS CONTROL INDEX No. 600 - SHOULD BE REMOVED AND TWO LANES OF TRAFFIC RESTORED. s CL z 3 T *R LENGTH CRITERIA W TYPE OFF TAPER TAPER LENGTH (L)* • MERGING TAItR AT LEAST L S Lane Closure in Advance of an Intersection a SHIFTING TAI#ER AT LEAST 0.5L (Work Area on the Through Road) y� SHOULDER TAPER AT LEAST 0.33L ONE LANE, 1 FT. M T~I WO WAY CTAP 00 MAXIMUM O DOWNSTREAh* TAPER100 FT PER LANE Work in Travel Lane or a Minor Urban Street *FORMULAS I-FOR L ARE', AS FOLLOWS 3 (Maintaining Two—Way Traffuc) s z RCS FOR SPEED i JMITS OF ;40 MPH OF L MS FOR SPEED LIMITS OF 45 MPH OR GREATER - ® L-WS?!, L-WS O R 60 OR WHERE: L - TAPER LENGTH IN FE ET <@> — W WIDTH OF OFFSET IN 0 O Q S POSTED SPEED LIMB W b 000 N RM siaFnra WITAPER s� O C O ° O i O � ° °O O TRAFFIC REQUIREMENT O O ALL ROAD CROSSINGS SHALL BE DONE IN o o ONE DAY. CROSS STREETS ARE TO BE _ rsoAo 1. ANY 'MODIFICAno S , F THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE O ° RESTORED TO TWO LANES OF TRAFFIC Q SUBI ItTl'ED TO E ITY OF ATLANTIC BEACH STREETS AND MAINTENANCE ° o DURING NON—WORKING HOURS. _ FOR REVIEW AND ROYAL PRIOR.TO IMPLEMENTATION. O �� 2. PRO..ECT WORK 010I ARE BETWEEN 7:00 AM TO 7:00 PM ON O RESI ENTIAL STR ET AND 9:00 AM TO 4:00 PM ON COLLECTOR OR sHFW TAPER IALMI IMUM 11 ' WIDTH FOR EACH TEMPORARY CAS E 5 M 0O T 3• DUE ITOCT S MU MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED M . . T . DUE TO HIS , THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN ,��� ACCORDANCE W URRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY. E. IF 11 ' CANNOT BE MAINTAINED, A Q \'�/ 4. THI FOOT 11 E REQUIRED AT ALL INTERSECTIONS WHERE THE C, E 3 MOT MUST BE USED. u v AY IS R I 00 C 5• ACCESS TO ALL AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. DNo 00 a, IF SI EWALKS ISTURBED AND HAVE TO BE REPLACED. HANDICAP �o RAMIIS ARE TO E STALLED. co b b 7. THE jCONTRACTO CONFINE HIS ACTIVE WORK AREA TO NO MORE N W CAS E 4 M . O . T . ° ° ° °P O THAN ONE BLOC T A TIME. ao rn O S. THE ROADWAY S BE RESTORED TO AT LEAST A LIMEROCK SURFACE G a Ti 3 I BEF�RE R IS R NED TO TRAFFIC, AND BEFORE THE CONTRACTOR Q Q p o MOOVV��SS ON TO E EXT CONSTRUCTION ZONE. M � b o 9.Q DU CONTROL URES SHALL BE IMPLEMENTED ON ALL UNPAVED W SURFACES UNTIL P W °O° 10. WHE E CONSTR N PHASING IS NOT SHOWN ON PLANS, OR IF CO OR W TO ALTER THE PHASING SHOWN. CONTRACTOR IS TO N P SUB IT PHASING PL WITH A PROPOSED CONSTRUCTION SCHEDULE TO s W C ENGIN 1b. PRIOR TO CONSTRUCTION o 85 a V �A Y W Ii ROAo �I 1. CONTRACTOR SKLLAOTIFY STREETS AND MAINTENANCE _(247-5834) A O ® MINIMUM OF 5 ING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T. 112. C SIGNAL ICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION C� c FISANEEN 36 HOUR BEING DESTROYED OR DAMAGED. CONTACT TERRY M AT 38 — 71 OR MASON BOYD AT 387-8967 A MINIMUM OF URS PRIO WORKING NEAR A SIGNALIZED INTERSECTION.HOURS C CITY OF ATLANTIC BEACH POLICE DEPT. 247-5859) h V Z e V=M4H w PROJECT W r DRAWNG CIO 0 OF i EROSION ND SEDIMENT CONTROL NOTES 0 1. THE CONTRACTOR S RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT IREUS LE ON-SITE AND ASSURING PLAN WIRE MASH WITH ALIGNMENT A D G ADE IN ALL DITCHES AND SWALES AT CLOSED CELL SOLID PLASTIC FOAM FLOATATIO COMPLETION DF C STRUCTION. (6" DIS. EQUIV.) (12 LBS. PER FT. BUOYANCY) FILTER FABRIC GRAVEL FILTER 18" MIN. 2. THE SITE CO TRACY I FOR IS RESPONSIBLE FOR REMOVING THE 2" GRAVEL (12" MIN. DEPTH) TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND FILTER WATER a RUNOFF WATER - U OFF WATER °000�oo o°o°p o %'00 Own 01 THE DE_'BRIS HEY OLLECT, AFTER COMPLETION OF SEDIMENT o °O°000°°oo�cP000� °go°oo�°190000 CONSTRU * - o00 $�oo°rPo o quo oq�o° o 0 0 °oo o° .000 STABILIZED.CTIO AN ONLY WHEN AREAS HAVE BEEN _ ,., °o°° r °°o°°°°o o°�°o o°ao°° &$°� oo°°ri 0 oho°°0 00 - _ O°°a O.:.tc:•::.:,:::..... .,., TION - ON-SITE PROTECTION IN ADDITION 18 OZ. NYLON /8" POLYPRO ROPE 3. ADDITIONAL ROTE' 44 TO THE ABO E MUSTBE PROVIDED THAT WILL NOT PERMIT REINFORCED PVC FABRIC (600 LBS. BREAKING SEDIMENT • 'a '. SILT TO LEAVE THE' PROJECT CONFINES DUE TO UNFORSEEN (300 PSI TEST) WITH STRENGTH) CONCRETE GUTTER CONDITIONS OR A IDENTS. LACING GROMMETS CURB INILET Al FILTERED WIFNE MESH WITH 4. CONTRACTOR SHAD E INSURE THAT ALL DRAINAGE SPECIFIC APPLICATION SEDIMENT WATER FILITEER FABRIC Z STRUCTURES, PIPE-51, ETC. ARE CLEANED OUT AND WORKING SPECIFIC APPLICATION 52 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETSSPECIFIC METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVYv� PROPERLY A TIME OF ACCEPTANCE. o N WHERE PONDING IN FRONT OF THE STRUCTURE IS NOTIIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRU(�TURES AND CONCEN— TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING 5. WIRE MEESH S ALLE LAID OVER THE DROP INLET SO THAT UNPROTECTED AREAS. AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIEINCE OR THE WIDE EXTENDSt A MINIMUM OF 1 FOOT BEYOND EACH SIDE DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AR�AS- OF THE INLE STITURE. HARDWARE CLOTH OR GRAVEL CURB INLET SEDIMENT FILTER COMPARABLE WIRE',, MESH WITH 1/2-INCH OPENINGS SHALL BE GRAVEL AND WIRE MESH USED. IF M RE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 1/4" GALVANIZED CHAIDROP INLET SEDIMENT FILTER 6. FDOT NO. 1 OAR$ AGGREGATE SHALL BE PLACED OVER THE NOTES: WIRE MESH AS INQI 3ATED IN D-903. THE DEPTH OF STONE SHALL FBE AT LEA$ 12 INCHES OVER THE ENTIRE INLET D1 = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). oo OPENING. THE ST, E SHALL EXTEND BEYOND THE INLET ° °° o q o a OPENING AT EAS 18 INCHES ON ALL SIDES. D2 = 5 STD. (ADDITIONAL_ PANEL FOR DEPTHS > 5 ) ° fr � ° X00001 � 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO ONGE CURTAIN TO REACH BOTTOM. UP TO DEPTHS OF 10 FEET. TWO (2)'' ADEQUATELY PERFORMS ITS FUNCTION, PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS f j THE STONESUST', E PULLED AWAY FROM THE INLET, CLEANE_lD AN REP' ACED. OTHERWISE SPECIFIED IN THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER 8. SILT FEINCES AND RLTER BARRIERS SHALL BE INSPECTED IMMEDIATELY FTEP EACH RAINFALL AND AT LEAST DAILY GRAVEL, IT SEDIMENT TRAP DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BEM DE IMMEDIATELY. 9. SHOULD THE FABRI ON A SILT FENCE OR FILTER BARRIER (D-903) DECOMPOSE OR BE NOME INEFFECTIVE PRIOR TO THE END OF I N.T.S. THE EXPECTED US LE LIFE AND THE BARRIER STILL TYPE 1 FLOATING TURBITY B ar NECESSARY, HE RBRIC SHALL BE REPLACED PROMPTLY. W CL 10. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORM W EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH N.T.S. APPROXIMATE-Y O -THIRD THE HEIGHT OF THE BARRIER. i c 11. ANY SEpIMEN DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FIh' ER BARRIER IS' NO LONGER REQUIRED Pou l try osh C 20, Ga. M i n, ) W SHALL BE DR SSE TO CONFORM WITH THE EXISTING GRADE, ❑r TypeFence Fabr I c a PREPARED A D SE DED. ( Index ' 452 & Sec. 985 W FD❑T Sped' Optional Post Positions i t i ons Principle Posit Position 4J 12. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND Post ( ❑pt i ons= 4' x 4'' Or I I �� - ( Canted 20^ Toward Flow) REPAIRS MAD AS' EEDED. 3" Min. Dia.Woodi Steel , 1, 33 Lbs/Ft. Min, ) 10' Max. � ' , Poultry Mesh I❑r 13. SEDIMENT SH LL BI REMOVED AND THE TRAP RESTORED TO �`�� - j F i l or Fabr I c C In d Type A Fence IFalor i c ITS ORDINAL DIMENSIONS WHEN THE SEDIMENT HAS L C rmance With > Opt ional Post Positions .Principle Post Position o � ACCUMULATE TO /3 THE DESIGN DEPTH OF THE TRAP. Post (❑pt i onsi 2' xc 4' Or I I � Se '; 985 FD❑T Spec, ) Filter Fabric REMOVEQ SE IMEN ' SHALL BE DEPOSITED IN A SUITABLE 2%2 M I n, D I a. Wood; Steel _:,. -=K Canted 20 Toward Flow) AREA AND IN SUC A ' MANNER THAT IT WILL NOT ERODE. 1. 33 Lbs/Ft. M In. - Fitter Fabric ( In o 6 Max. Conformance With I Silt Flow 14. THE CONTRACTOR II RESPONSIBLE FOR FOLLOWING THE BEST r � Sec, 985 FD❑T Spec, ) > M � oo El JA EROSION AND SEDI ENT CONTROL PRACTICES AS OUTLINED IN i ao iF i Iter Fabric THE PLANS, PECI CATIONS AND ST. JOHNS RIVER WATER �— MANAGEMENT DIST CT' SPECIFICATIONS AND CRITERIA. Lin S iltv�Ftow SECTION ELEVATION Q 15. FOR ADDITIONAL IN ORMATION ON SEDIMENT AND EROSION �, i CONTROIL REF R T "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM ELEVATION Notei Silt Fence to be paid for kunder the cont a it lump sum price for Erosion and Sediment Control, THE STATE 0 FL01NDA DEPARTMENT OF ENVIRONMENTAL SECTION REGULATION F.D.E .) CHAPTER 6. TYPE TYPE IV` S I LT FENCE 16. EROSION AND SEDT ENT CONTROL BARRIERS SHALL BE E III SILT FENCE PLACED ADJA ENT!, 0 ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DNSTREAM WATER QUALITY DEGRADATION. SEE DETAILSHEET: OR TYPICAL CONSTRUCTION. 17. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINITAINED UNTIL A PERMANENT VEGETATIVE r. COVER IS ESTABLISHED. r .� 18. SOD SHALL BE PL ED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY W STANDARDS AREMAINTAINED. _ 4 19. ANY DISCHAR E FROM DEWATERING ACTIVITY SHALL BE �� �--'' S i It Flow �e S i It F low a ^^.r' FILTERED ANE CON1111 EYED TO THE OUTFALL IN A MANNER WHICH IPREVE TS E OSION AND TRANSPORTATION OFU o SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 20. DEWATE-RING UMP SHALL NOT EXCEED THE CAPACITY OF �r ' �r 4j i ���'� C Gn THAT yVI-iICH EQUI' ES A CONSUMPTIVE USE PERMIT FROM _ 5 - �, �' '� �^ TYPE I V S t l t Fenc a � THE ST, JOHNS RIS-_R WATER MANAGEMENT DISTRICT. �\o.� Type III or Type IV - ,�, _ Type III SI It Fence L � 21. ALL DISTURBED A , AS TO BE STABILIZED THROUGH Silt Fence R SI S\ -�''- Type III ❑f ' Type I V Silt l t Fence Protection on Note, c i ng for Type III & TYPE I V Fence to be i n COMPACTION, LT CRLEENS AND GRASSING. ALL FILL YP Sheet i of 3 FD❑T Index -�? Around DitcO Bottom Inlets, c rdance with Chart 1, , SLOPES 3: 1 R S EPER TO RECEIVE STAKED SOLID SOD. o, 102 and ditch Instat (at Ions at drainage structures G h Let 2 of 3, FD❑T I ndex No. 102. 22. ALL DEWATER NG, OSION, AND SEDIMENT CONTROL TO Do not dep Ioy i n a manner that s I It fences w I l l act as a dam across permanent f low I ng (r La REMAIN IN PLACE TER COMPLETION OF CONSTRUCTION AND watercourses, Silt fences are to be used at upland locations and turbidity barriers � �- D ONLY WHEN AREAS HAVE STABILIZED.REMOVE used at permanent bodies of water, 23. THIS PLAN INDICA S THE MINIMUM EROSION AND SEDIMENT SILT FENCE APPLICATIONS WC � MEASURES R QUIRE FOR THIS PROJECT. THE CONTRACTOR S IS RESpONSIB E FO MEETING ALL APPLICABLE RULES, S REGULATIONS AND ATER QUALITY GUIDELINES AND MAY v1 NEED TO INS ALL ADDITIONAL CONTROLS. PROJB SILT FENCE TYPE III & IV i 24. THE CONTRACTOR ALL BE REQUIRED TO RESPOND TO ALL w WATER MANA EMEN DISTRICT INQUIRIES, RELATIVE TO (D-908) COMPLIANCE OF S0WMD FOR EROSION AND SEDIMENTATION DRAW! ® CONTROLL• THE COT OF THIS COMPLIANCE SHALL BE PART N.T.S. OF THE CONTRACT.: C 1 OF I STORM WATER POLLUTION PREVENTION PLAN J i It s OWN 'S EQUIREMENTS CONTRACTOR'S REQUIREMENTS C TION HAZARDOUS PRODUCTS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS. TO J UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO rREDU(E THE RISKS ASSO41AUD WITH SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE PiOsTs, AND E PIIOJECT NAME AM IGDt:A RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND?• ASMIM 4��M THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT 11HE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL J 7�sl11 , rwk ,et 92'w REQUIREMENTS OUTLINED BELOW AND THOSE MEASURE SHOWN ON TME EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN �IGINAL CONTAINERS UN THEY ARE NOT * THE SEDIMENT BASINS WALL BE INSPECTED FOR THE DEPTH OIF SEDIMENT, C tt30MAND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERIAL- NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT WALL BE REMOVED WHEN IT REACHESS 10 c 01110111111111% NAME AND ADDITIONAL MEASURES REQUIRED TO BE IN COMPUAN(CE WITH APPLICABLE PERMIT STOCKPILED IN S LICH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE Jam. [ CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAIF SAFETY DATA WILL BE AWED; THEY WHICHEVER CONIES FIRST. 0M GF AVLAM ML4902 r1 loWN [fonOF MATERIALS AND METHODS OF CONSTRUCTION THE. 'CONTRACTOR MAY BE COLLECTION FACIILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFO AT10 * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES C MNrf11C SUR4.PL 31M J -oeos REQUIRED TO ADD FLOCCULANTS TO THE RETENTION $YS1EM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. C OWL RM=361 Ow0w ff )', THE SYSTEM INTO OPERATION. S. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BfE DISPOSED OF, MANUFAC 'S OR LOCAL 5 SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED M * FORTEMPORARY Y SPOTS,PERMANENT AND DDHEALTHY INGROWTG AND HNG. FOR INSPECTEDcFIODS FOR PROPER DISP WILL BE [ e>� Flom USL I C PMT OF asaHAW wu EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. R we o ILMI&- Mw MAN Trs IRE UNLY SEQUENCE OF MAJOR AC11V11MM ' [ �T I THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH ANPRODUCT OTHER CONTROLS SPEGFIC * A MAINTENANCE INSPECTION REPORT WILL 8E MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETES BY THE EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF THE FOLLOWING PRODUCT SPECIM PRACTICES WILL BE FOI LOVEDONSITE: INSPECTOR IS ATTACHED. ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT iTHE REPORTS WILL BE KEPT C>1N SITE DURING CONSTRUCTION AND 5 w L DISTURmc ACTIVI S WU.' CLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: OF SEDIMENTS. PETROLEUM AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANNY FEDERAL. CLEARINGAm GONBBM�G; EARTH I PAVEMENT AND GRADING; 1. INSTALL STABILIZED 9. INST UTILITIES. STORM SEWER, WASTE DISPOSAL ALL ONSITE VEHICLES WALL BE M04IORED FOR SAND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND ERGPS[ON STM SES, UWTIES, AM PIRI ARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE C URF&S & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE 4bAINTENANCD TO REDUCE TH t. CHANCE OF PLANS, OR STORM WATER MANAGEMENT PLANS. MD SEEDMMG. 2DIRECTLY OFF-SITE SHALL NT-LADEN BE PROTECTED FROM SEDIMENT-LADEN STORM WASTE MATERIALS LEAKAGE:. PETROLEUM 1PRODUCTS WILL BE TiGHILY SEALED 111E REPORTS SHALL BE MADE AND RETAINED AS PART OF T'NIE STORM . INSTALL SILT FENCES AND STRAW 10. APPI4:Y BASE TO PROJECT WATER POU U11ON PREVENTION PLAN FOR AT LEAST THREE APP FROM TH BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL E COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARS CLEARLY LABELED. AN A NOTICE SUBSTANCES THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NCE OF CA E WJNW RVE N 3. CLEAR AND GRUB FOR DIVERSION INSIPALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE lMppUED ACING TO THE MANUFACTURER'S TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANWN INCIDENTS J 1, PRE-CON 7RUC71 91 SWALES/DIKES AND SEDIMENTCOLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOMMENDATIONS. OF NON-COMPLIANCE. SEEING/SOD AND PLANTING L TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT I= 2. D C = 89 BASIN 12. COMPLETE FINAL PAVING 3, p�pST- TRUC 93 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDIIIfALS WHO BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL FERTILIZERS USED WILL BE APPLIED ONLY IN TH IMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND (REPAIR 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE`MANUFAC . (OMME D. FERTILIZER WILL ACTIVITIES. AND FILLING OUT THE INSPECTION AND MAINTENAWCE p �E SOK. BORIMG REP T FOR LS DATA COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE %CHL TO UMI Ea(POSURE WATER. REPORT. SITE MAPS., GRUBBING ACT#IVIT1( IS COMPLETE AND THE LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN M COVERED EA. THE TS ANY * SEE AT'TAC�p GRADIN PLAN', RE do POST DEVELOPMENT GRADES.P 6• STOCK PILE TOP SOIL IF REQUIRED SITit IS STABILIZED, REMOVE ANY • PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE E CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS;'OF FERTILIZERWALL BE ED TO A L AREAS OF 90" DIS LOCATION OF SURFACE WATERS. WETLANDS. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TElIAPORARY SEEDLING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. 2 PROTECTED AWAS. CTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWAIL.ES/DIKES AND RESEED/SOD FALL WITHIN THE CATEGORY ESTABLISHED S PARAGRAPH 8 ABOVE THE DAY-TODAY SITE OPERATIONS, WALL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN( TO AVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPEC19ON AND AND STiilpM "*TER `T'S. SEEING THAT THESE PROCEDURES ARE FOLLOWED. MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSE AND EI. STABILIZE DENUDE) AREAS AND AS (REQUIRED PAINTS * g� ATTACHED' ER do TU DITY CONTROL PLAN FOR LOCATION OF SHALL ADDITIONi►LLY RECEIVE MULCHING OF APPROXIMATELY 2 INCIHES SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. TEMPORARY SITA M,JZA ON TKES. AND TURBIDITY BARRIERS STOCKPILES AS SOON AS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WILL IbE TIGHTLY SEALED AND T WHEN NOT * SEE GEN LST TES RE TS FOR TEMPORARY AND PRACTICABLE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EftESS PAINT;MALL NOT B D ARGED TO THE HAZARDOUS WASTE STORM SEWER SYSTE)A,, [BUT WILL Bi PROPERLY I MWM OF ACCORDING NON-STI WATER DISCHARGES 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE A 4D LOCAL REGULATIONS. IT IS EXPECTE) THAT THE FOLLOWING NON-STORM WATER DISCNIIARGES � !'IE AREA: SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIO& TIMING OF CONTROLS/MEAS JM SUITABLE METHOI)S IF REQUIRED TO ASSURE OPTIMUM GROWING 2 1. .TOTAL AREA OF 12.66 AC. MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS WILIL NOT BE OWED TO I OUT OR DISCHARGE [_ 2, TOTAL AREA TO DISTURBED - 1.40 AC. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO SURPLUS CONCRETE 0% DRUM WASH WATER ON 7HIV SITE. * WATER FROM WATER UNE FLUSHING TEMPORARY GRASSING SHALL BE THE SAME MIX do AMOUNT REQUIRED MANAGES DAY-TODAY SITE OPERATIONSAALL BE RESPONSIBLE FOR PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR L NAME OF I�VW WMA AN CREEK AS INDICATED IN THE SEQUENCE OF MAJOR ACTi1f MES, THE SILT FENCES FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. AND STRAW BALES, STABWZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPNJL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). BASIN WILL BE CONSTRUCTED PRIOR TO CLEARIN% OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING. THE UNCONTAMINATED GROUNDWATER GROUNDWATER (FROM DEWATERING EXCAVAIII0N)• OTHER PORTIONS OF THE SITE. STABILIZATION MuSURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HODS WEEPING AND MATERIAL At 1AGEMENT INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WALL BE REWORKED AND ALL SANITARY WASTE MALL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF 1HI THE THIS PL/1N UTNJZES BEST AN T PRACTICES TO CONTROL ALL NCM(-STORM WATER DISCHARGES WILL BE DIRECTED TO THllr SEDIMENT ERCB M AND T69WTY C STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FLOWED FOIL SPILL PR I ION AND BASIN PRIOR TO DISCHARGE. L TyRwTY PLAN HWS BEEN PREPAR M TO INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: C PLACEMENT OF TM= CON . '1 IS THE CONTRACTORS RESPONSIBILITY AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. J WITH THE PLANS. AFTER THE ENTIRE SITE IS STA�IUZE), THE 12. MAINTENANCE. ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL WILL BE CONTRACTOR'S CERTIFICATION TO INSTALL AND IIwMNTA1N THE CONTROLS PER PLAN AS WELL AS ENSURING CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE CLEARLY POSTED ON 517E AND SITE PERSONNEL WILL BE M AWARE OF THE �+ It THE PLAN IS pRO+VDMrG EPR PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM 'THE SEDIMENT TRAPS MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFF�� VEHICLE PROCEDURES AND THE LOCATION OF THE INFORMATION D DLEANUP I (ERTiFY UNDER PENALTY OF LAW THAT i UNDERSTAND THE ARMS AND STATE AIiNO LOCAL LAWS. "CONTRACTORS RESPONSIBILITY FORA AND THE EARTH DIKE/SWALES WILL BE REGIRADEIpj/REdOVED AND STABILIZED CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE UEFA& DE9Q WDON OF CON OLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE WITH THE EROSION do TURBIDITY `CONTROL PLAN, FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STEORM WATER 13. PERMANENT EROSION CONTROL- THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE $TIOIMI rMAT9t M�AiN PrfESSARY F SPILL CLE U WILL BE KEPT CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFlCATIONI• E THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD. DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE ARES OINSIIE. E IPMENT AN MATERIALS WALL L STORM WATER I�RAMNAGE WILL PROVIDED BY ONSITE UNDERDRAIN / CONTROLS IC 6"99tGR%M VAULT IN CTED VIA INLETS AND PIPING OFFSITE FACIUTIE S. MATERIAL FROM THE CONSTRUCTION SITE MALL BE COVERED MATH A INCLUDE BUT NOT BE LIMITED Tla BROOMS. UST PANS. RAGS, TARPAULIN. GLOVES, GOGGLES. LIQUID ABSOJRBENT i e. KITTY UTTER QUAL). � FOR THE PROJECT. AREA WHICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND ( 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED 8Y MRL EEE REgRo p BE S, IM IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSIOR AND TURBIDITY CONTROL CONSTRUCTION MALL. AS A MINIMUM. BE SEEDED. THE SEEING MIX MUST SAND, SAWDUST, AND PLASTIC /AND METAL ASH CONT N S SPECIFICALLY COMPLETE. WHEN CONSTRUCTION S COMPLETE. A TOTAL OF 1.40 ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBIL.A'[Y TO ENSURE THESE PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PIAN FOR THIS PURPOSE. 14AVE BEEN REGRADED, 11.26 ACIES (PARK AREA) LEFT UNDISTURBED. CONTROLS ARE PROPERLY INSTALLED . MAINTAINED AND FUNC11 NNING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED _ ""M pRACTICAIL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM [,SAVING THE PROJECT SITE:. OR SODDED. ALL SPILLS WILL BE CLEANED UJp IMMEDIATELY AFTER DIS.Da0Y. Et WILL BE UM TO IN T T BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN j ON THE EROSON AND TURBIDITY CONTROL PLAN AiND ADD ADDITIONAL CONTROL � MATERIALS D SUBSTANCES LISTED BELOW ARE DCPECTED li0 EN: THE SPILL AREA WALL BE KEPT *ELL VF.NTI TED AND WILL [ pET}pN BAg[M. THE Y TION SYSTEM IS DESIGN® WITH A 3 DAY STRUCTURAL PRACTICES SIT ONSITE DURING CONSTRLJC?ION: MEASURES, AS REQUIRED.TO ENSURE THE SITE MELTS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVFE CLOTHING PREVENT Y FROM Q DRAWDOWN ?TIAL.: THIS I IN ANCE WITH THE REQUIREMENTS CONTACT WITH A HAZARDOUS SUBSTANCE. 1I LOCAL EROSION AND TURBIDITY CONTROL REQUIRETIMENTS, THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE Concrete ❑ Fertilizers ❑ Wood �+ j SET FORT}[ BY Ii[E ST. WATER MANAGEMENT DISTRICT FOR THIS [❑ r TYPE OF pEy�CIPMEJNT T THE OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY( THE CONTRACTOR AS USED TO DIVER(' RUNOFF THROUGH ASEDIMENT-TRAPPING FACILITY. L REQUIRED BY THE EROSION AND TURBIDITY CONTT�L PLAN AND AS REQUIRED? AND IT SHALL EE CONSTRUCTED IN ACCORDANCE TO D-914. Asphalt El Petroleum Based Products El Masonry Blocks SPILL OF TOXIC OR HAZARDOU% MATERIAL LL BE R TO THE TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT [❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials APPROPRIATE STATE OR LOCAL (GOVERNMEN AGENCY, REGARDLESS OF THE 44 rMMW OFTkGLS/MEASURES SITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN [❑ Detergents ❑ Paints ❑ Metal Studs SIZE OF THE SPILL 14 AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF ❑ ❑ Q REFER TO " =*TRACTOF S RESPI SNNUTY" FOR THE TiMING OF EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. THE SPILL PREVENTION PLAN WIiLL BE ADJUSTED TO INCL JDE 1,MEASURES TO 00147ROL/MEASVPM STAENUZA71ON PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED ETHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND 0 7O CLEAN UP INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHEIR ONE A DESCRIPTION OF DIE SPM1, WHAT MIRIf CATION'' aOIPUANCE WITH 1. STRAW BALE BARRIER: STRAW BALE BARRIER% CAN BE USED BELOW DIKE: CAUSED IT, AND THE CLEANUP IMEASURES WILL ALSO BE IN . SHITE LOCK REgJLAT10NS DISTURBED AREAS SUBJECT TO SHEET AND RIU EROSION WITH THE IMMERIAL MANA I WENT PRACiICE S FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS THE STT- SUPERINTENDENT RESPONSIBLE FOR THE DAY- AY SITE APPLICABLE WHERE HEAVY FLOWS AND/KIR WHERE AN OVERFLOW 'THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL A. WHERE THE MAXIMUM SLOPE BEHIND THE SASSIER IS 33 PERCENT. [BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPIUL PREVENTION AND P NATOR. Z IN ACCORDANCE AITH AL. ATE; AND LOCAL LAWS RELATED TO STORM B. IN MINOR SWALES OR DITCH ONES WHERE `THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND WATER [r[AMNANT ERC>SI AND TURBIDITY CONTROLS, THE FOLLOWING THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OFA (OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE HALL DESIGNATE AT LEAIST ONE 0 ER SITE PER WHO CONTRIBUTING DRAINAGE AREA IS NO GRMTER THAN 2 ACRES. WILL RECEIVE SPILL PREVEN71ON AND CLE P TRAINING PFJIMITS HAVE E,IAi� t�T CURB INLET SEDIMENT FILTER. AND D-904 FOR CONSTRUCTION OF A C. WHERE EFFECTIVENESS IS REQUIRED FOR SSS THAN 3 MONTHS, DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPMIG INDIVIDUALS IMLL EACH BECOME; RESPONSIB FORA P PHASE 0 D.E.R. DWJPGE/FILL PERMIT # NA D. EVERY EFFORT SHOULD BE MADE TO LIMIT` THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. 1THE NAMES C RESPONSI iSPILL = It C.O.E, pROGE/FILL PERMII� NA B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED # BARRIERS CONSTRUCTED IN LIVE STREAM$ OR IN SWALES WHERE PERSONNEL WILL BE POSTED IN ` LCI S.J.R.W.&D, M.S.S. PERM? # 42-031-36367-5 THERE IS THE POSSIBILITY OF A WASHOWt. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. APPLICABLE. IN THE OFFICE TR TME MATER( STORAGE AND IF SHALL BE TAKEN TO PROPERLY ANCHOR $ALES TO INSURE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE AIIILER ���` AGAINST WASHOUT. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES do UNPROTECTED * AN EFFORT WALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP DO THE JOB. 2 REFER TO CITY STANDARD DETAIL D-913 FOR ao J NrONSTRUCTiNG THE STRAW SEDIMENT TRAP. MAINTENANCE/ SPECTION �" BALE BARRIER. ALSO REFER TO D-901. D-91 -1 AND 2 FOR PROPER °a8 s A IN A NEAT ORDERLY ALL MATERIALS STORED ONSITE WILL BE STORED . LOCATION, MATERIAL de USAGE. C. DROP INLET 'SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE SON AND SEDIMENT CON�CX �.�, AND PR11CT>CES N A Y T AREA < R MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE. UNDER A THE INLET DRAINS RELATIVELY FLA EA S 5 AND WHERE 40 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTiONI AND MAINTENANCE PRA THAT WILL BE N c v DISTURBED AREAS SUBJECT TO SHEET AND ROLL EROSION WITH THE SHALL. NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION N L A� SEDIMENT ICDWIROL.S. D FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE . • NO MORE THAN 10 ACRES OF THE SITE WILL BE DENU T ONE TIME N U_ A. WHERE THE MAXIMUM SLOPE BEHIND THE 1A -BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE de FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURERS LABEL. WITHOUT WRITTEN PERMISSION( FROM THE ENGINEER. "' � B. IN MINOR SWALES OR DITCH LINES WHERE 'THE MAXIMUM w c rz a CONTRIBUTING DRAINAGE AREA IS NO GRE4AIER THAN 2 ACRES. 3. OUTLET PROTEC11ON: APPLICABLE TO THE OUTLETS OF ALL PIPES AND * * i SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS ALL CONTROL MEASURES WILL,`BE INSPECTED BY THEIG TENDENT. REFER TO CITY STANDARD DETAIL D-910 FOR [PROPER CONSTRUCTION PAVED CHANNEL. SECTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOt THE DAY DAY SITETION OR OF THE FILTER FABRIC BARRIER. RECOMMENDED BY THE MANUFACTURER. SOMEONE APPOINTED BY THE•. v� a de SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES do ,`SUPERINIEN T, ATCE A WEEK AND � FOLLOWING ANY STORM EVEN: 20OF 0.25 1 ES OR GR rn STRAW BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE * ' S >: WHENEVER POSSIBLE, ALL OF A PRODUCT WALL BE USED UP BEFORE o v 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH CL SASSIER MAY BE USED DISCHARING STA,UCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL v, w DISPOSING OF THE CONTAINER. TURBIDITY CONTROL Mz n ALL MAINT OOD WORKING .nBELOW DISTURBED AREAS SUBJECT TO SHEET HAND RILL EROSICNN WHERE SURES WILL � � '� o j ENOUGH RESIDUE MATERIAL IS AVAILABLE ON $TE, 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; A REPAIR IS NECE$^SARY, IT VIA BE INITIA THIN 24 HOURS OF LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL Z WI 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY LL BE FOLLOWED. S FREE STORM RUNOFF IS INTERCEPTED AND DIIVERTEp AWAY FROM THE PONDS) WILL BE: CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE BUILT UP SEDIMENT WILL BE* [COVED FROM SILT FEN IT HAS SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF * TME SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HE OF THE FENCE. C GRADE) AREAS ONTO UNDISTURBED STABILIZES AREAS. THIS PRACTICE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL APPLIES ONLY IN THOSE SITUATIONS WHERE TIME SPREADER CAN BE ill C LA i 2 PROJECT t - i A DRA11VidG1 C12 U OF: i 12 3 4 5 6 7 g 9 10 1 1 12 113 14 15 UCTU AL NIT j TRU A R A I ''F A. GENERAL J. DESIGN LOADS K. MIND LOADS A L 1, ALL NEW WORK HA� BE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA ABV �'�ABOVE L2, L3, ETC. LEVEL 2 3 ETC BUILDINGCODE, 00 EDITION WITH 2009 REVISIONS AND ANY MORE STRICT STANDARDS AS REQUIRED BY THE LIVE LOAD DEAD LOAD A "' CITY OF ATLANTI BE�CH, FLORIDA. V&ND LOADS: THE STRUCTURE HAS BEEN DESIGNED FOR ABV iADDITIONAL L ANGLE ` WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE ADD'L AGGREGATE LB LEDGER BEAM 2, VERIFY ALL EXI TNG (CONDITIONS, DIMENSIONS, AMD ELEVATIONS PRIOR TO BEGINNING WORK. ANY DEVIATIONS FOUND ROOF (FLAT) 20 PSF 25 PSF (10 PSF STRUCTURE AGGR AMERICAN IRON ND LLH LONG LEG HORIZONTAL r > . SHALL E BRO HT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. FLORIDA BUILDING CODE, 2007 ED (w/2009 REVISIONS) AS FOLLOWS: 5 PSF ROOFING A.I.S.I. STEEL INSTIT TE LLV LONG LEG VERTICAL " 3; THE CO TRACTR IS (RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM HIS WORK ROOF (SLOPED) 16 PSF 10 PSF CIVIL, MECHANICAL, BASIC WIND SPEED (3-SECOND GUST) = 130 MPH IN A SA-_E MAN R. ) ALT ALTERNATE LNTL LINTEL 4; THE CO TRACTS IS 'RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING OR ELECTRICAL, PLUMBING) EQUIVALENT SUSTAINED VELOCITY = 110 MPH " WIND IMPORTANCE FACTOR = 1.15 ANCH ',ANCHOR LO Low &_a BRACING, AS RE UIRED, DURING CONSTRUCTION. WIND EXPOSURE CATEGORY = C APPRpyX APPROXIMATE Y LSL LONG SLOTTED HOLES •Ke, SECOND FLOOR 115 PSF (5" COMP SLAB/DECK + ARCH !ARCH ITECTUR� L LT. WT. LIGHTWEIGHT INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ASCE 7-05• TABLE 6-7) G STRUCTURE+ C/M/E/P) A.W.S., 'AMERICAN W DIG LVL LAMINATED VENEER LUMBER (1.9E) B. EOUNDA IONS OFFICE 100 PSF BUILDING HEIGHT = 30' SOCIETY LW LONG WAY BUILDING TYPE = ENCLOSED MECHANICAL 125 I SF L ANGLE M Z `� 1: PERFORM FOUNDATION WORK AS INDICATED ON THE PLANS. 100 'DSF HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT = 1.40 AT M MECHANICAL STAIRS, CORRIDORS, THE FOUNDATION SYSTEM, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY: ELEVATOR LOBBIES ROOF SLOPE = ALMOST FLAT & AND MAX MAXIMUM AGES f JAX, II C., 'INC., DATED JULY 7, 2010 - B MBM METAL BUILDING MFR v� NON-BEARING MASONRY WALLS (10 ft) 600 PLF BB I BOND BEAM MC MOMENT CONNECTION B SHALL BE PRESSURE GROUTED AUGER CAST PILES. MAXIMUM DESIGN WIND PRESSURES Architects and Planners SEE PIE PLAIN FOR PILE LOCATIONS AND GRADE BEAMS, TYPICAL. SLAB-ON-GRADE 250 PSF 75 PSF - MAIN WIND FORCE RESISTING SYSTEM (MWFRS) BM !BEAM MCJ MASONRY CONTROL JT PILES HALL 16' IN DIAMETER AND SHALL ACHIEVE AT 28-DAY COMPRESSIVE STRENGTH * EDGE ZONE = 12'-0" BLDG I.S.K. Reeves V, F.A.I.A. OF 6, OO PSL SEE PAGE RA-5, RA-6 OF THE GEOTECHNICAL REPORT, FOR ADDITIONAL INFORMATION - BLW BUILDING MECH MECHANICAL Kevin Ratigan, A.I.A. AND R QUIREh� NTS FOR THE PRESSURE GROUTED AUGER PILES. WALLS EDGE ZONE = 36,5 PSF BOT BELOW MEZZ MEZZANINE Ian A. Reeves, A.I.A. 3. THE C NTRACT R SHALL RETAIN TE SERIVCES OF AN EXPERIENCED AND QUALIFIED PILE SUB- INTERIOR ZONE = 25.8 PSF B.C. BOTTOM MFR MANUFACTURER BOTTOM OF MIN MINIMUM 333 N. Knowles Ave. CONTRACTOR W.10 CAN SHOW A MINIMUME 5 YEARS EXPEREINCE AND CAN PROVIDE WORK HISTORY WINDWARD ROOFS BP BASE PLATE MISC MISCELLANEOUS Winter Park, Florida 32789 TO INT ICATE E PERIENCE WITH THIS TYPE OF PROJECT. (407) 647-1706 4. THE CONTRACT( R IS REPONSIBLE FOR ANY DEWATERING AT THE SITE DURING CONSTRUCTION. EDGE ZONE = -42.5 PSF BRDG BRIDGING MS METAL STUD . THE 0 NER ( CONTRACTOR) SHALL EMPLOY THE SERVICES OF A QUALIFIED, PROFESSIONAL GEOTECHNICAL INTERIOR ZONE = -33. BRG 9 PSF BRK BRICKBEARING MO N MASONRY OPENING Ft. My Hendry Street Ft. M ers, Florida 339D1 FIRM TO SUPE VISE AND MONITOR THE INSTALLATION OF THE GROUTED AUGERCAST PILES; AND ONCE PILES LEEWARD ROOFS BS �, BOTH SIDES NF NEAR FACE 239-461-3944 ARE COMPLETE THE GEOTECHNICAL FIRM CHARGED WITH SUPERVISING THE PILE INSTALLATION SHALL SUBMIT EDGE ZONE = -28.0 PSF BTJ BOLTED TIE 01 N.I.C. NOT IN CONTRACT Corporate Registration A SIG ED AND 'SEALED LETTER (OR AFFIDAVIT) CERTIYING COMPLIANCE OF THE PILE INSTALLATION WITH THEINTERIOR ZONE - -24.6 PSF C No. OR # NUMBER No. AAC001197 CONSTRUCTION DOCUMENTS AND THE GEOTECHNICAL REPORTS. C CEILING NS NEAR SIDE - COMPONENTS AND CLADDING CANT !CANTILEVER N.S.G. NON-SHRINK GROUT C C. CONCRETE0 CRETE ORK' SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION, NET ROOF UPLIFT = - 39.5 PSF 1LCC CONCRETE COL ! N.T.S. NOT TO SCALE CHAN I CHANNEL N. WT. NORMAL WEIGHT (W/200 REV'S) AND THE REQUIREMENTS OF ACI 301-05 BY THE "AMERICAN CONCRETE INSTITUTE FOR CAST-IN-PLACE, PRESSURES FOR OPENINGS CIP CAST IN PLACE 0 REINFORCED COI CRETE AND REINFORCING, AND ACI 318-05 "BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES'. CJ !] CONTROL JO T O.C. ON CENTER 2. CEMENT SHALL' E PORTLAND CEMENT, TYPE I. AREA OF OPENING INTERIOR ZONE (4) EDGE ZONE (5) CIL CENTER LINE OPG or OPN'G OPENING 3,, REINFORCING S LL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL. UP TO 10 SQ. FT. +47.9 PSF/-53.8 PSF +47.9 PSF/-62.6 PSF COL COLUMN OPP OPPOSITE 4; ALL CO CRETE ALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 3000 PSI, EXCEPT CONCRETE BEAMS (4000 PSI' COMP( COMPRESSIO P SLUMPS SHALLUT CONC;BE AS FOLLOWS: CONCRETE FOR MASONRY GROUT 8" TO 11" >10 UP TO 20 SQ. FT. +44.5 PSF/-49.0 PSF +44.5 PSF/-57.4 PSF ALL OTHER CONCRETE 4" OUT 1" >20 UP TO 50 SQ. FT. +40.5 PSF/-44.7 PSF +40.5 PSF/-52.6 PSF CONN CONCRETE P PLUMBING >50 UP TO 100 SQ.FT. +37.6 PSF/-41.4 PSF +37.6PSF/ -48.7 PSF CONNECTION PAF POWDER ACTUATED FASTENER SLUMS SHAL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED. CONST CONSTRUCTICINI PC PRECAST CONT 5.. ALL CO CRETE'' LABS AT SIDEWALKS, STAIR TREADS, AND LANDINGS SHALL HAVE A NON-SLIP, BROOM FINISH. CONNECTORS FOR DOOR/WINDOW BUCKS (2x4 MIN) CORR> CONTINUOUS PERP PERPENDICULAR CONCR E COVER OVER ALL REINFORCING AS FOLLOWS: I CORRUGATED PL PLATE 6: PROVIDE 3/16" DIA x 2" (EMBEDMENT) TAPCONS AT 6" O.C.- CTR'P� ! CENTERED PROP PROPERTY D FOOTINGS (SIDES AND BOT) 3" 2'-2" _ STAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS D PROP L. PROPERTY LINE DET FORMED, EXPOSED TO EARTH 2" WIND BOURNE DEBRIS REGION REQUIREMENTS DIA DETAIL PSF POUNDS PER SQ. FOOT FORMED, EXPOSED TO WEATHER, 1 1/2" OTR DIAMETER PSI POUNDS PER SQ. INCH DT DOUBLE TEE REGION ALL MER 2.0E FORMED NOT EXPOSED TO EARTH OR WEATHER 3/4" IND BOURNE HURRICANE DEBRIS EG PARALLEL STRAND LUMBER/ THE PROJECT SITE LIES WITHIN THE PSL P ( ) OPENINGS SHALL BE PROTECTED WITH IMPACT RESISTANT SHUTTERS OR GLAZING/FRAME DWG DRAWING R 7: ALL REI FORCIN IN SLABS-ON-GRADE SHALL BE 6x6/W1.4xW1.4 WELDED WIRE FABRIC, TYP UNO ASTM A-85 • MATERIAL - SEE ARCHITECTURAL DRAWINGS FOR GLAZING PROTECTION REQUIREMENTS. DWL DOWEL R RISER 8: REINFO CING B' S IN CONCRETE SHALL BE LAPPED A MIN OF 36 BAR DIA, TYP (EXCEPT 48 BAR DIA AT E RAD RADIUS E ELECTRICAL REF REFERENCE VERTICA MASO Y WALL REINFORCING). 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES (BINS). - EA EACH 9. THE CO TRACTd SHALL PREPARE SHOP DRAWINGS SHOWING ALL REINFORCING PLACEMENT AND CONCRETE DESIGN N EE EACH END REINF REINFORCEMENT REQD REQUIRED EF CH FAC MIXES 10 BE A ILABLE FOR THE A/E TO REVIEW FOR CONFORMANCE TO PROJECT REQUIREMENTS PRIOR TO N EL ELEVATIONS REV REVISION PLACIN ANY CONCRETE. ALL CONCRETE SHALL BE FROM A SINGLE SOURCE SUPPLIER. EMBEtj EMBEDMENT RF ROOF ENGR ENGINEER i RTN RETURN D. IMASONR (16) #6 VERT W/STD EOP ! EDGE OF PI RW RETAINING WALL E 1, ALL MA ONRY RK 'SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-05 BUILDING CODE HOOK T&B EQ EQUAL 0 ROUND REQUIREMENTS OR MASONRY STRUCTURES". f2l 3 TIES AT 12" OC S EQ ' EQUAL SPAC (S (ING)2., ALL MA ONRY ALL BE NORMAL WEIGHT, ASTM C-90, TYPE II, NON-MOISTURE CONTROLLED UNITS MIN) SCHD SCHEDULE AND SH LL HAVO AN ASSUMED STRENGTH OF MASONRY ASSEMBLAGE, f'm = 1500 PSI (1900 EQUIV/ EQUIVALENT SE SLAB EDGE ES PSI ON THE NE7 AREA). EACH SIDE SECT SECTION 1 ALL MASONRY ALL BE NOMINAL SIZE UNITS 8"x8'x16' (7 5/8'x7 5/8"x15 5/8 ) CONCRETE PIER P2 EW EACH WAY SEW SEALED EDGE ISOLATION JOINT BISHOP ENGINEERING CowA PROVIDE. HALF--415IZE, 1 KNOCK-OUT, OR U-BLOCKS WHERE SPECIFIED. EXIST EXISTING SEJ SEALED EDGE JOINT Consulting Structural Engineering 4; ALL MA ONRY ALL BE LAID IN RUNNING BOND WITH 3/8" STRUCK JOINTS. MORTAR EXP EXPANSION SHRW SHEAR WALL 219LamdPak FOR MASONRY AL ,BE TYPE S THROUGH-OUT. (TYPE M FOR BELOW GRADE PLACEMENT) EXP JjT EXPANSION OINT wheeFak,Fiorida32792 EXTE SHT SHEET Fhom 4m-622-2477 Fax 407-622-2479 5; DO NO WET M ONLY PRIOR TO APPLYING MORTAR. IOR EXTERIOR SIM SIMILAR Certificate of Authorization#817' 6; PROVID PRECA T 8*x8" LINTELS OVER ALL MASONRY OPENINGS. PRECAST LINTELS SHALL BE 1'-8" F SJ SAWCUT JOINT E.O.R.Bradford T.Bishop,P.E.05 REINFO CED WI (1)#5 CONT AND SHALL BE FILLED SOLID WITH GROUT (U.N.O.). LINTELS SHALL BEAR F/ FACE OF SJI STEEL JOIST INSTITUTE A MINIMUM OF EACH END. KNOCK OUT B/LINTEL AT BEARING TO ADMIT VERTICAL REINFORCING FAB FABRICATEi SL SLOPE SEE SHEET S2, FOR TYPICAL LINTEL DETAILS. F.D. FLOOR DRAT SOG SLAB-ON-GRADE 7: PROVID STAND, RD DURO-WALL LADDER TYPE, 3/16" SIDE AND CROSS RODS, GALVANIZED HORIZONTAL FDN FOUNDATION SPA SPACE(S) F Atlantic JOINT REINFORC NG PLACED AT 16" OC, TYP. FOUNDATION SCHEDULE FF j FAR FACEFIN FINISH SPECS SPECIFICATIONS E. STRUCT RAL STEL - 0o FL FLOOR SQ SQUARE Beach LOCATION REINFORCING REMARKS FP 1 FIRE PROTE 10 ST STEEL 1': ALL S UCTURI' STEEL SHALL BE FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS FTG SIZE STD STANDARD OF AIS , 9TH ITION (ASD). FS FAR SIDE STIR STIRRUP Police 7. ALL STEEL SHA BE ASTM A-36, Fy = 36,000 PSI; WF SHAPES SHALL BE ASTM A-572 (Fy = 50 KSI) MARK L X W X FT FOOT STIR STRENGTH ALL STEEL TUB SHAPES SHALL BE ASTM A500, GRADE B (Fy = 46 KSI) (12) #6 VERT W/STD _ FTG FOOTING STRUCT STRUCTURAL 3i; ALL B LTS F0 STEEL CONNECTIONS SHALL BE 3/4" DIAMETER, A-325N, BEARING TYPE CONNECTIONS. HOOK T&B TOP BARS (6) #5 CONT #4 AT 16" O.C. STIRRUPS FLIT FUTURE SW SHORT WAY Departm e n t BOLTS SHALL TIGHTENED TO A "SNUG-TIGHT" CONDITION, TYPICAL. 3 TIES AT 12 OC GB1 CONT x 3 -6 3 0 BOT BARS (6) #5 CONT GRADE BEAM G T t2 MIN) GALV 1 GALVANIZE 4, NO STEEL MEM ERS!: SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED IN THE FIELD IN ORDER TO TOP BARS N/A GEN GENERAL T. TOP FACILI TE A O NNECTION. TB TIE BEAM ALL STEEL SH' L RECEIVE ONE COAT OF SHOP PRIMER RED OXIDE AND SHALL BE TOUCHED UP IN THE CONCRETE PIER P1 WF1 CONT x 3'-4" 1 -4 BOT BARS 4 5 CONT AND #4 AT 18" O.C. SW GR GRADE T&B TOP & BOTTOM C City O f 9, , O# GRTG, GRATING FIELD FTER WLDING. TC TIE COLUMN iA t I a n t I C B e a c h 6: ALL WELDING ALL BE IN ACCORDANCE WITH A.W.S. ALL WELDING SHALL BE PERFORMED WITH E70XX TOP BARS N/A H TDS(TSE) TURN DOWN SLAB ELECTRODES, 0 WF2 CONT x 2'-4" xx 1'-4" HGR HANGER BOT BARS (3)#5 CONT AND #4 AT 24" O.C. SW THD THREAD 7.. THE CC NTRACT SHALL SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION DRAWINGS FOR ALL HK HOOK THK THICK 90% C o n s t r u c t i c TOP BARS (5) #5 CONT 4 AT 16" O.C. STIRRUPS THNS THICKEN SLAB STRUC URAL S EL TO THE ENGINEER-OF-RECORD FOR REVIEW OF CONFORMANCE WITH PROJECT REQUIREMENTS. WF3 CONT x 6'-0" 1'-6" NT SECURITY WALL FOOTING HORZ� 1 HORIZONTAL T.O. or T/ TOP OF Documents BOT BARS (5) #5 CO HPT HORIZONTAL PO HJT F. STEEL JOISTS HR HANDRAIL TOP TOP OF PLATE TOP BARS (6) #5 EW TOP'G TOPPING F1 5'-0" x 5'-0" �x 1'-4" HS HEADED STU ,' Architect hereby expressly 1; EXTENT OF NEW STEEL JOISTS IS SHOWN ON THE PLANS. BOT BARS (6) #5 EW HSA I HEADED STU NCHOR TOS TOP OF STEEL reserves his common law 2: ALL MA ERIALS,', ABRICATION, AND ERECTION AND HANDLING OF JOISTS SHALL BE IN STRICT ACCORDANCE WITH I TS THICKENED SLAB copyright and other gs. The' TOP BARS (8) #5 EW TSE THICKENED SLAB EDGE IF 1 INSIDE FACE rights in these drawings. The SJI, "STEEL J01 INSTITUTE", MANUAL FOR STEEL JOIST AND JOIST GIRDER CONSTRUCTION. F2 6'-6" x 6'-6" 1'-6" IN INCH TYP TYPICAL drawings shall not be reproduc 3. PROVIDEAND IN TALL ALL JOIST BRIDGING; SIZES AND QUANTITY IN ACCORDANCE WITH SJI. BOT BARS (8) #5 EW U 4: ALL K-SERIES U ISTS SHALL HAVE A BEARING SEAT DEPTH OF 2 1/2", AND THE TOP CHORD SHALL EXTEND TOP BARS N/A IT INVERTED Tor without written permission UN UNLESS NOTED consent of the architect, nor "� / " JST H they to be assigned to any pc TO WITHIN 1/2' OF STEEL EDGE ANGLE (EDGE OF SUPPORTED SLAB) U.N.O. 2X2 X1 4' F3 2 -0 x 2 -0'x I -0 UNO UNLESS NOTED OTHERWISE 5, ALL K-SERIES JOISTS SHALL BE INSTALLED TO STRUCTURAL STEEL FRAMING MEMBERS OR STEEL BEARING PLATES WASHER BOT BARS (3) #5 EW JOIST LION UNLESS OTHERWISE NOTED without first obtaining writte WITH A MINIMUM BEARING LENGTH OF 3 1/2", AND SHALL BE FASTENED BY WELDING, WITH A 1/8" E70XX ELECTRODE TOP BARS N/A JT K JOINT V permission and consent. WITH 2 (MIN) F WELD EACH SIDE FOR A TOTAL OF 4 OF WELD, TYP. F4 4'-0" x 4'-0" � 1'-2" VERT VERTICAL K KIP G. STEEL ECK � BASE PLATT_ BOT BARS (6) #5 EW KB KNEE BRACEW revisions Z WITH LEVELING NUT TOP BARS (1)#5 CONT KO KNOCK OUT WF WALL FOOTING (OR WIDE FLANGE) 1: PROVIDESTEEL! LOOR FORM DECK AND ROOF DECK AS INDICATED ON THE DRAWINGS. J TDS1 CONT x 1'-4" xx 1'-4" KSF KIPS PER SO FOOT ALL STEEL DEG, SHALL BE FABRICATED, HANDLED, AND ERECTED IN ACCORDANCE WITH SDI (STEEL DECK INSTITUTE). _ BOT BARS (2)#5 CONT KSI KIPS PER SO IIXH WP WORK POINT 2: FORM DECK AND ROOF DECK SHALL HAVE THE MINIMUM SECTION PROPERTIES OF VULCRAFT DECK AS INDICATED. TOP BARS N/A MONO THK'D SLAB AT INTERIOR WWF WELDED WIRE FABRIC 3: DECK S PPLIER 0 PROVIDE ALL DECK ACCESSORIES AS REQUIRED FOR FULL AND PROPER INSTALLATION. THNS CONT x V-4" � V-0" MASONRY WALL Y H. LIGHT GAGE METAL FRAMING NUT BOT BARS (2)#5 CONT YIPYIELD POINT NOTES: EW = EACH WAY, LW = LONG WAY, SW = SHORT WAY TYP ANCH BOLT S t r U C t 1. ALL LIGHT GAGE AETAL FRAMING WORK SHALL BE IN ACCORDANCE WITH AISI, LATEST EDITION. 2. LIGHT GAGE FRA ING „MEMBERS SHALL BE COLD FORMED WITH Fy = 50,000 PSI, MINIMUM (U.N.O.) U • sheet title en erc 3. LIGHT GAGE FRA ING 'iSHAPES SHALL BE: (TYP UNO) Notes CSJ R / ) SPUDS 1 5 8" RETURNS CR FO RUNNERS OR TRACKS (6" x 16GA TOP & 6" x 16GA BOTTOM) STEEL COLUMN AND BASE PLATE SCHEDULE 4, METAL STUD FR', ING INSTALLER SHALL PROVIDE ALL ACCESSORIES, INCLUDING CLIPS WHERE REQUIRED FOR TH AssEM LIES' INDICATED. BASE PLATE ANCHOR BOLTS 5, ALL LIGHT GAUD METAL WALL STUDS SHALL HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES: (TYP UNO) COL SIZE REMARKS 6 1 GAG A=0.442 in-2 Sx=0.753 in-3 Ix=2.229 in-4 PROVIDEA sTu� AT 7'-4" O.C. AND TWO STUDS UNDER EACH GIRDER TRUSS BEARING POINT (U.N.O.) MARK LENGTH WIDTH THICKNESS QUANTITY DIAME�iTER LENGTH PROJECTION scale: AS NOTED PROVIDE A 6%11 GA TRACK AT THE TOP & A 6%16GA TRACK AT THE BOTTOM OF ALL WALLS. FASTEN STUD '' 16" 5 1/2" TO TRACK WITH 2) #12 TEK SCREWS EACH SIDE OF STUD TOP AND BOTTOM. DOUBLE ALL STUDS AT C1 TS6x6x5/8 15' 15„ 1” (4) 7/8' drawn: BTB ENDS 0 WALL CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS. CONNECT MULTI MEMBER C2 TS12x12x1 2 18" 18" 1" 4 O 7 8'�' 16" 5 1/2" STUDS LIGTGFRAMING# TEK SCREWS AT 12" O.C. OR 1" FILLET WELD AT 12" O.C. 6. A / / checked: BTB MING CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #12 SELF-TAPPING C3 W1Ox54 16" 16" 1" (4) 3/4"' 16" 5 1/2" K • approved: BTB SCREWS U.N.O. LC4 TS4x4x1/4 12" 12" 3/4" (4) 3/4''' 13" 4 1/2" 7; METAL STUD WALL BASE TRACKS SHALL BE SECURED TO CONCRETE WITH 1/4" DIA x 2 1/2" date: 06-01-11 TAPCON ANCHOR (WITH WASHERS) AT A SPACING OF 8" O.C., STAGGER ANCHORS ALONG TRACK. NOTES: 1. SEE SHEETS S-0.02 & S3.01 I-OR TYPICAL BASE PLATE DETAIL, NON-SHRINK GROUT REQUIREk*ENTS, PROVIDE (2) ASI HORS AT ALL JAMB LOCATIONS. EDGE DISTANCES, WELD REQUIREMENTS, AND OTHER BASE INFORMATION. • project no. 821 - 0 8; PROVIDE LIGHT' AGE METAL BLOCKING AT MID HEIGHT OF WALL. SEE MANUFACTURES SPECIFICATIONS 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. FOR MORE INFO MATION. 3. BASE PLATES SHALL BE GROUTED AS SOON AS STRUCTURE IS IN FINAL ALIGNMENT AND PRIOR TO INSTALLING METAL DECK, ROOFING, EQUIPMENT, etc. _ O 4. PROJECTION IS ABOVE TOP OF FOOTING, TYPICAL. • sheet i 1 2 3 4 5 6 8 ga 10 11 12 13 14 15 wr L1/4 L2/4 BEAM WIDTH 0.25 0.3 L1 O 0.3 �S 0.3 L1 OR 0.3 LQ 1 -0' 4" A ., WHICHEVER IS REATER L GREAffR GREATER TEMP. BARS o: ; u U z U J ti F LLI ' a • INTERMEDIATE BARS `� o • �CJ ce C) w ,. � o I � 0.12 0.12 04 13 G ( ) 6 VERT e -- • FACE SUPPORT L1 L2 • • • �\ 2' TYP INTERMEDIATE 1 1/2" I �G• '� END END CLEAR - TYP Ll L BEAM L L2 �' S\�j ,�G• STIRRUP SPACING TYP CONCRETE BEAM Oe \ END SPAN MIDDLE SPAN 11_4„ #3 AT 12'`' OC 0.25 TEMP. 8AR§ COLUMN CC7 B Architects and Planners SUPPORT L1 SUPPORT L2 SUPPORT L3 L � I I.S.K. Reeves V, F.A.I.A. 1 -4 Kevin Ratigan, A.I.A. NOTES: w W �\9 Ian A. Reeves, A.I.A. 1. ALL TOP AND I TERME TE ;LONGITUDINAL BARS SHALL BE LAPPED AT BEAM MID-SPAN. 3. LAP LENGTHS SHALL BE 36 x BAR 0 MIN, UNO v, _ �/2. 333 N. Knowles Ave. 2. ALL BOTTOM L NGITUDI L BARS SHALL BE LAPPED AT CENTERLINE OF SUPPORT. 4. WHERE BOT OR TOP BARS IN 2 LOERS PROVIDE 1" CLEAR " (8) #5 VERT Winter Park, Florida 32789 DISTANCE BETWEEN LAYERS, TYP " ( ,) #7 VERT (407) 647-1706 FACE SUPPORT � � 1518 Hendry Street TYFR I CACONCRETE OR GRADE BEAM BAR PLACING D ISG RAM L = CLEARSPAN jl � Ft. Myers, Florida 33901 N.T.S. o� yti G\�CIQ (8) #5 VERT 239-461-3944 S, N� a Corporate Registration STIRRUP' TYPES: I = II = 1. ALL CONCRETE BEAMS (CB) SHALL BE POURED WITH 4000 PSI MIX (SEE SPECIFICATIONS), UNO SINGLE SPAN • Cn No. AAC001197 1'-8° LAP u 2. SEE THIS SHEEP FOR TYPICAL REINFORCING BAR COVER REQUIREMENTS AND TYPICAL BAR PLACING DIAGRAM 3. PROVIDE 8" BEARING EACH END OF CONCRETE BEAM (MINIMUM). TYPICAL ONE—WAY SLAB BAR PLACING DIAGRAM SCALE: NTS ,�6 '� C #3 AT 12" OC 1,_41, #3 AT 10 OC j CONCRETE BEAM (CB) and TIE BEAM (TB) SCHEDULE COLUMN cc4 OLUMN c 5 COLUMN ccs #3 AT 10" oC BEAM T/ M SIZE LONGITUDINAL REINFORCING ST14IRRUPS (8) #5 VERT MARK ELE * WIDTH DEPTH TOP BARS BOT BARS SIZE TYPE SPACING REMARKS (8) #5 VERT (6) #5 VERT • CB1 100, 4, 11 13" 21" (4) #6 (4) #6 #3 1 12" O.C. THRU-OUT (4) #6 INTERMEDIATE L CB2 99'-11" to 100 0" 13 20" to 21 (4) #7 (4) #7 #3 1 10" O.C. THRU-OUT (4) #6 INTERMEDIATE � oo D CB3 100' 0" 12" 24" (3) #7 (3) #7 3 I 10" O.C. THRU-OUT (4) #6 INTERMEDIATE • • • • CB4 100' 0" 14" 24" (3) #7 (3) #7 #3 1 10" O.C. THRU-OUT (4) #6 INTERMEDIATE #3 AT 8" (OC #3 AT 8" OC #3 AT 12" OC I CB5 100, -o" 14" 30" (4) #7 (4) #7 #3 II 12" O.C. THRU-OUT (6) #6 INTERMEDIATE 2 _0 1 - 1'-4" C66 100' 0" 14" 34" (4) #7 (4) #7 #3 II 10" O.C. THRU-OUT (6) #6 INTERMEDIATE COLUMN CC1 COU ! CC2 TB7 114' 0" 8" 24" (2) #5 (2) #5 #3 I 16" O.C. THRU-OUT (2) #5 INTERMEDIATE COLUMN C88 114' 0" 12" 28" (3) #6 (3) #6 #3 I 12" O.C. THRU-OUT (4) #6 INTERMEDIATE; NOTE 1 L0 N C R TE C 0 M N DETAILS CB9 116'.-0" 12" 44" (3) #6 (3) #6 #4 II 10" O.C. THRU-OUT (6) #6 INTERMEDIATE SCALE: 3/4" :1'40" CB10 11 4' 0" 8" 28" (2) #6 (2) #6 #3 I 10" O.C. THRU-OUT (4) #6 INTERMEDIATE C811 114'.-0" 12" 26" (3) #5 (3) #5 #3 14" O.C. THRU-OUT (2) #6 INTERMEDIATE TB12 123' 10 1/, 8" 22 1/4" (2) #5 (2) #5 #3 I 16" O.C. THRU-OUT (2) #5 INTERMEDIATE NOTE: -6" 3'-6" 1'-6" E THE NEW BUILDING STRUCTURES HAVE BEEN DESIGNED ec TB13 127' 8 3/4" 8" 20 3/4" (2) #5 (2) #5 #3 1 16" O.C. THRU-OUT (2) #5 INTERMEDIATE FOR THE LOADS INDICATED, IN ACCORANCE WITH THE FLORIDA TB14 126'.-10 11f 8" 26 1/4" (2) #5 (2) #5 #3 1 16" O.C. THRU-OUT (2) #5 INTERMEDIATE BUILDING 2007 ED (w/2009 rev's), INCLUDING A (3) SECOND GUST TB15 129'.-0 1/24' 8" 24 1/2" (2) #5 (2) #5 #3 1 16" O.C. THRU-OUT WIND VELOCITY Kd 130 MPH, IMPORTANCE FACTOR = 1.15, ]BISHOP ENGINEERING COMPANY (2) #5 INTERMEDIATE EXPOSURE C; Kd = 1.0, AND IN ACCORDANCE WITH TB16 VARIES 8" 16" (MIN) (2) #5 (2) #5 #3 1 16" O.C. THRU-OUT SLOPE TOP/STEP BOTTOM (RAk'E) ASCE 7-05, TYP. Consulting Structural Engineering 219 Laurel Peck SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN Winter Park,Florida 32792 TB17 VARIES 12" 16" (MIN) (2) #5 (2) #5 3 1 16' O.C. THRU-OUT SLOPE TOP STEP BOTTOM RAI E Phone 407-622-2477 Fax 407-622-2479 # / ( ) HEREON. DO NOT SCALE DRAWINGS, TYPICAL ! Certificate of Authorization#8175 Q.O.R.Bradford T.Bishop,P.E.#5125 I PILE CAP NOTES NOTE 1: HOOK LONG TUDINAL BAR$ INTO CB9 (NORTH END) - LAP 36 BAR DIA, TYP. 1. D = TOTAL PILE THICKNESS F A� t I a n t i c 2. do = PILE EMBEDMENT + COVER 3. COVER (T.O. PILE TO B.O. REINFORCING) = 3", TYP I Beach 4. EMBEDMENT DIST T.O. PILE EXTENDS INTO B.O. PILE CAP = 4", TYP. 5. ALL PILE CAPS SHALL BE CONSTRUCTED WITH CONCRETE, f c 5,000 PSI I I Police AT 28 DAYS STRENGTH. 6. ALL PILES ARE 16" DIA PRESSURE GROUTED AUGER CAST CONCRETE PILES Department REINFORCED AS INDICATED 7. SEE AUGER CAST PILE NOTES ON SHEET S-0.01, TYP. I WF, TUBEPLA, 8. TIP ELEVATION (ALL PILES) _ (-) 30 FEET PC2 2 PILES 0 C O t y O f WF, TUBE, OR PIPE 9. T.O. PILE CAP AND GRADE BEAM ELEV - 96'-0", TYP. LINO (SEE PLAN) W �� 2d Roo Dia SCALE: 3/4" = 1'-0" Atlantic Beach Z , + 1" MIN Y En ui �m W"o SQUARE CO R ISSIVE CAPACITY = 64K REINFORCING: (4)#8 L.W./(5) #6 S.W. nZm PLATE ER W 8Q /8WASH THK , TEN IL CAPACITY = 64K THICKNESS (D) = 33" 90% Construction Documents 2'-4 1/2" 1 -9 2'-4 1/2" SEE STL COL 6'-6" Architect hereby expressly SLAY JOINT SCHED FOR TOP OF CONC LEVELING 1'-6" 1' 9" 1' 9" 1'-6" " reserves his common law 3'-6 V-6" copyright and other property INDIVIDUAL COL. & FTG. COL BASEP P Y COL � R NUT BUILDINGS. rrights in these drawings. These ROD WITH drawings shall not be reproduced COLUMN CQjNC ENCASEMENT THREADED W without written permission and BASE �'L ENDS J AGER STEEL COL 1 2 E.J. MAT'L REMOVE I SQUARE NUT OR SQ W W SLAB JOINT SLAB JOINT / z %TALLED, TYP BOLT IAEAD, TACK WELD consent of the architect, nor are TOP 1/2 " AND SEAL w DOUBLE NUT& 1/4" \ W H thiey to be assigned to any party S0. WASHER AT BRACED without first obtainingwritten AND MOMENT FRAMES - c I permission and consent. III—I I _ ANCHOR BOLT DETAIL j �o NON-METALLIC, - _ C o -I I—� \ SCALE:NONE • rr e v i s i o n S NON-SHRINK, -IIS' T FTG SEE PLAN ISOLATION JOINT GROUT SEE —� -{ 01 o (BLOCK-OUT) TYPICAL D L� ETAIL o . o • ��o`. !o . o� . W LL, _ cn Ln 2d 2d / SLAB JOINT TYP LENGTH UON TYP UON PI N 3 CL SEFE SCHED. FOR 1/4 1/4 i SEE FDN. SCHED. ANCHOR INDIVIDUAL BLDS. BOLT SECTION * Schedules C) I I sheet title SLAB JOINT � -0- r7 COL SEE SCHED COL. & FTG. ® �, M and Typic Details BASE PL COLUMN G10NC ENCASEMENT COLUMN TyP, AIFTER SLAB JOINT 1/2 " E.J. MAT'L REMOVE IJSTALLED,ETYPOL BASE PLATE ® TS BASE PLATE ® PIPE BASE PLATE ® TS SLAB JOINT TOP 1/2 " AND SEAL w 2d 2d 2d / TYP LION TYP + —I + - — — — -�- — — TYP kale: AS NOTED c' UON UON 1 4 1 4 1 i, ' . / / � I A NON-METALLIC, ��—I I� � -1_I_L—ll � � I / / ' drawn: BTB NON-SHRINK, -� /FTG SEE PLAN `� �' '� / `D �-- �- ISOLATION JOINT GROUT SEE 6 o Ui 6 ' (checked: BTB (BLOCK-OUT) TYPICAL DETAIL o o • n . ' a c w = o_ K N � N N (approved: BTB Ln SLAB JOINT 3" CLR SE1E SCHED. FOR W w ``' { } date: 06-01-11 N lo SEE FDN. SCHED. 01 INUVIDUAL BLDS. COMPRESSIVE CAPACITY = 128K PC3 ( 3 ) PILES COMPRESSIVE SC CAPACITY =CAPACITYK 96K 821 - 09 ,1 REINFORCING: (4)#7 (THREE WAYS) PC4 PILES TENSILE CAPACITY = 128K • project n o. SECTION BASE PLATE ® WF SCALE: 3/4 = 1 -0 THICKNESS (D) = 33" S LE: 3/4" REINFORCING: (8)#8 E.W. TYPICAL COLUMN BASE DETAILS THICKNESS (D) = 33" • sheetS-0.02BA`.�E PLATE DETAILS SCALE: NONE SCALE: NONE I I I 12 3 4 56 7 g c9 10 1 1 12 !,13 14 15 Al . F A a� CONCRETE AND MASONRY WALL SCH ULE -HORIZONTAL JOINT EQ EQ 2" EXPOSED TO EARTH 2" EXPOSED TO EARTH REINFORCING; SEEOR OR . 1 1/2" EXPOSED TO WEATHER 1 1/2" EXPOSED TO WEATHER TYPICAL NOTES MARK THICKNESS VERTICAL BARS HORIZONTAL. BARS LAYERS REMARKS •�eG�S R 0 3/4" NOT 0 EXPOSED TO 3/4" NOT OEXPOSED TO " SCG• '� • • EARTH OR WEATHER EARTH OR WEATHER CW1 8" CONC #6 AT 8 OC #4 AT 12C 1 STEM WALL ® ELEVATOR SHAFT VERT BARS - SEE SCHEDULE Q z m = CW2 12" CONC #6 AT 8" OC FOR SPACING, TYP o N N i#4 AT 10" QC 2 TYPICAL EXTERIOR STEM WALL - o � z V ¢ oow m = md B • HORIZ BARS • HORIZ BARS Architects and Planners 00 INNER LAYER #5 AT 2'-0" OC MW1 8" MASONRY N/A **�4 1 TYPICAL EXTERIOR WALL I.S.K. Reeves V, F.A.LA. (HOOK DOWELS AT SLAB - LAP 30") Kevin Ratigan, A.I.A. im SEE SCHEDULLE FOR Ian A. Reeves, A.I.A. HORIZ BARS VERT BARS VERT BARS =77 BOND BEAM IREINF'G #5 AT 2'-0" OC OUTER LAYER MW2 12 MASONRY N/A **> 1 EXTERIOR WALL AT NORTH END 333 N. Knowles Ave. (HOOK DOWELS AT SLAB - LAP 30") Winter Park, Florida 32789 (407) 647-1706 (2)#5 AT 8" OC 1518 Hendry Street MW3 12" MASONRY (HOOK DOWELS AT SLAB - LAP 30") N/A k* 2 SHEAR WALL AT SOUTH END Ft. Myers, Florida 33901 239-461-3944 FLAN VIEW CONCRETE WALL WITH CONCRETE WALL WITH SINGLE WYTHE MASONRY SINGLE WYTHE MASONRY 1 LAYER OF REINFORCING (2) LAYERS OF REINFORCING WALL WITH VERTICAL REINFORCING WALL WITH VERTICAL REINFORCING #5 AT 8" oc NorpaAcooii97tr°tion ( ) MW4 8" MASONRYN/A 1 TYPICAL SECURITY WALL (HOOK DOWELS AT SLAB - LAP 30") C 8" MASONRY #5 AT CORNERS, INTERSECTIONS TYPICAL INTERIOR NON-LOAD BEARING MW5N/A ** 1 MASONRY PARTTION - EXTEND WALL (NON-LOAD BEARING) AND 6'-0" MAX TO UNDERSIDE OF DECK ABOVE, TYP. NOTE• ' * HORIZONTAL CORNER BARS TO BE #5 x 3'-0" x 3'-0" AT 10" OC *** INSTALL 'HORIZONTAL i JOINT REINF CIG (PER GENERAL NOTES) PLACED AT INNER AND OUTER LAYER. AT 8" EXTEND WALL TO B.O. OF STRUCTURE ABOVE WITH 1 5 IN GROUTED LINTEL COURSE AT T.O. WALL, TYPICAL. D SUB REINF - SEE PLANS, STOP EA SIDE OF JT � 1'-4" V-4" LU o 3/4n _t,., TOOL EDGES TO 1/8" m z 3 I BAR DIA o RAD. WHEN EXPOSED Cn PLAN LA SPLICE, TYP CONSTRUCTION DIM — E JOINT TS'P APPLIED WATERPROOFING BY OTHERS ec (2) "DUMBELL" WATER STOPS EXTEND INTERIOR BARS TO FAR FACE 1/ x 2 -8 6" CONT. RIBBED j (NO HOOKS OR CORNERS REQ'D) SMO TH ROD WATERSTOP AT Z 36 BAR DIA TYP AT ' " QC BELOW GRADE SLAB Q � y�IALL REINF, SEE BISHOP ENGINEERING COMPAP PLAN AND SCHEID w Consulting 9 LaureStructural Perk Engineering r 7 n winter Park,Florida 32792 Z M Phone 407-622-2477 Fax 407-622-2479 Or LU g = Certificate of Authorization#8175 SAW IJ4 " WIDE SLOTS 4 TO 12 HRS. AFTER - a N E.O.R. Bradford T.Bishop,P.E.#51 CONC PLACEMENT. (FILL SLOTS WITH EPDXYF- o cw z RESINI DINT FILLER AFTER 90 DAYS. FOR EXTERIOR _ • ¢ w SLABS GRIND OR RUB FLUSH) STD HOOK, TYP CORNER BAR, TYP Y, = 2 � EE GENERAL NOKS (MATCH HORIZONTAL Atl _ O >� V OR REQ'D C BAR SIZE) F a n t i C WWF SEE PLAN NOTES #ATER RESISTANT MATERIAL 4 CAST-IN-PLACE CONC F w o 1lN 1" WIDE JOINT WALL TYP Beach Ca i, Ln RX WATERSTOP CORE INTERSECTION . x x x x— CONTROL "T" = SLAB THICKNESS P0 ( C e JOINT 1 e p a r t m en t CUT EVERY OTHER WIRE BENEATH JOINT City of TYP CAL! CONSTRUCTION JOINT/TYPICAL CONTROL TYPICAL SUPPORTED SLAB G ,atlantic Beach 7 JOI T F R CONVENTIONAL SLABS-ON-GRADE 5 STEP DETAIL U.N.O. 3 TYP WALL EXPANSION JT BELOW GRADE CCRINER BAR DETAIL 3/4" -90% C o n s t r u c t l o-- S0.03 SCALE: NON NOTE: _-- SO.O3 SCALE V-0 -- SO.03 N.T.S. -- SO.03 SCE 3/4 -1 N/A AT PT SLABS, SEE PT DRAWINGS Documents Architect hereby expressly reserves his common law NOTES: copyright and other property ELEVATED SLAB AT BEAM rights in these drawings. Thes z 1. DEPRESSED AREA SHOWN AS drawings shall not be reproduc � , 1 ON PLAN w 2'-3" without written permission an SLAB ON GRADE OR FORMED N consent of the architect, nor c SLAB, TYPICAL SZE ARCH DWGS FOR m TYPICAL H they to be assigned to any pa S � � EXPOSED FACE without first obtainingwritter �`EP DIMENSIONS TYP. � � OF C NC n CO NC 1 6 x 4 6 EACH FACE - permission and consent. > 5 CONT 4 0 2- 4x4' 0 11 0 O # � I # SEE PLAN CENTERED ON 11 (2) #6 x 4'-6 EACH FACE AT SHEAR CONK COVER • revisions XX--XX X T.O. SLAB "r.1 CORNER WALLS A= 1R CONC COVER 5 AT SHEAR WALLSSTIRRUPS - Z B= 2"CLR . A= 1 1/2" CLR 2 a C= '3"CLR B= 2"CLR SEE FpLpN 1 w C= 3"CLR T.O. LAB X—XXXX O.C.C( ) MIN.B" N a s COLUMN OR BEAM X �� (1) #6 EF w _�i (HOOK WHERE REQ'D.) V) 1 8„ (2) #6 EF s sheet title Schedule SLAB #5 CONT AT SHEAR WALLS 3 1 6 E.F. and Typi 3n EDGE # 2-#4x4'-0" EA. Z COORD. W/ PLANJ (AT SHEAR WALLS SEE SCHEDULEDDetaIIS SIDE (4 PAIRSy FLOOR DRAIN REINFORCING) CONCRETE CC 'ER CONCRETE COVER OR BLOCKOUTS w A = 3/4" CL R A= 1" CLR n TOP OF B = 112" CLR (#5 OR SMALLER) B= 2" CLR M FLOOR SLAB 2" R (#6 OR LARGER) C= 3" CLR SEE ARCH DWGS FOR #5 CONT OR SILL C = 3" R • scale: AS NOTED STEP DIIMENSIONS TYP Ln N SEE PLAN ' S FOOTINGS, PILE CAP drawn: , BTB FLO RLMN OR B CK UT 2'-0" SQ. MAX RE—ENTRANT CORNERXXX -XX � T.o. SLAB DET L SLAB DETAIL VARIESIRV _ _ checked: BTB T.O. SLAB X X---X X/ 1='_ _ w #6 DOWEL E.F. (1) #6 EF K • approved: BTB —"'—" (HOOK WHERE REQ'D.) A N EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL p p 8 B %POSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL date: 06-01-11 (2) #5 CONT (2) #6 x 4'-6 EACH FACE AT SHEAR WALLS C C NCREfE PLACED AGAINST GROUND AT SHEAR WALLS . project no. 821 — O� 8 IYPIC AL SLAB DETAILS -- 50.03CALE: ONE 6 SECTION AT SLAB DEPRESSION 4 TYPICAL CONCRETE WALL OPENING 2 REINFORCING COVER DETAIL -- SO.03 SCALE: 3/4" = V-0" --ISO-03 N.T.S. -- Sb.03 N.T.S. sheet S-0.041 f } 1 2 3 4 5 6 I 8 91 10 11 12 13 14 15 �'.. A g C C. D E_ F G H A � : K 154'- ,, k�\ 5� 100'-0" (REF) j 1'- " 23'-11 I I " „ „ ' FLOORSLABROUN 21 -8 15'-9 8'-8” 7 -7 11'-5' 3 -7' 15 -0' 15 -0 5'-9 9'-3 15'-0" ABOVE. r\� ACT. ELEV = 9.50' 62'-4" 16'-3" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 101, PER DWG "C6" 100'-0" (REF) Oe \ 13'-7" 11'--�4" 71 14'-8" 13'-14" 9'-5" i ', T.O. GROUND �� T.O. GRADE BEAM FLOOR LAB LOO S ELEV = 94'-0 (8) SPA ES AT 6'-0" = 48'-0° t. I T.O. PIL AP T.O. PI ECAP T.O. PIL CAP T.O. PIL CAP T.O. P1j ECAP T 0. PIL ABOVE. G�O� " 10" 5 -10" 3'-6" ELEV = 04'-0" (ELEV = 93'-0" ELEV = 93'-0" ELEV = 2'-0" I ELEV 92'-p' '-p" ACT. ELEV = 9.50' �7 (ACT.ELEV = 3.5') GB1 (CONT) (ACT.ELE = 3.5') (ACT.EL = 2.5') (ACT.EL = 2.5') (ACT.EL = 1.5') (ACT.E = 1.5')! ( CT E = 1.5') PER DWG "C6" B Architects and Planners 1 — CW2 CW2 �� �� l�C 5�� �"1 5 "1 I.S.K. Reeves V, F.A.I.A. CC6 _ LSC 5�..� OC 50 Kevin Ratigan, A.I.A. Ian A. Reeves, A.I.A. �� `- L l� `� �"1 �� L� �� �"1 �� 333 N. Knowles Ave. = I Winter Park, Florida 32789 C14T.O. GRADE BEAM PC4 PC4 PC4 PC4 PC4 PC (407) 647-1706 ELEV = 94'-0" 1518 Hendry Street (ACT.ELEV = 3.5', Ft. Myers, Florida 33901 STE T.O. PIL AP T 0. PIL AP T.O. PIL CAP T.O. PIL CAP T.O. P1 239-461-3944 STEP STEP GRA E G ECAP T.O. PILECAP GRADE ,i - GRADE o ELEV = �5'-0° LEV = 5'-O" ELEV = 95'-0" ELEV = 95'-0" ELEV " Corporate Registration ti o BEA � � _ 95'-0 ELEV = 95 -0 _ P 9 BEAM v o No. AAC001197 BEAM m (ACT.ELEW = 4.5') (ACT.ELEV = 4.5') (ACT.ELEV = 4.5') (ACT.EL = 4.5') (ACT.EtLE = 4.5') (ACT.ELEV = 4.5 ) C) �� 1L� O 10 L� 1 �� �� CD P1 �� "11 � � � � PC" CN C 1 _ — M t00 ca i c� m 5 "1 1 1• � P1 �, L- l l L. L 1 T.O. 0. GRADE BEAM PC4 PC4 PC4 PC4 I PC3 PC3 PC3 5 PC3 PC3 04 i' °D ELEV 96'- " 0 c� I13'-5" v (ACT.ELEV - .5') — T.O. PILECAP T.O. PILECAP 2 ELEV = 96'-6" EL = 96'-6" T.O. GRADE B AT _ _ — �► N C .ELEV 6.0' �- S301 ELEV 96 AC .E / I = STEP ( ) ( LEV 6.0') CW1 T 0. P o _ IL AP T.O. PIL CAP T.O. PI CAP _ T.O. Pt' "�--' (ACT.ELEV :�) ECAP i GRADE STEP ELEV = 6 -6 ELEV = 96'-6" ELEV = 96'-6 ELEV gg'_g" PC 00 BEAM I I GRADE I 2 o ( CT.EL = 6.0') (ACT.EL = 6.0') (ACT.EL = 6.0') (ACT.E = 6.0') T.O. G DE BEAM L, �= G81 (CONT) I BEAM Oelevator I i i _ U ( ELEV = 96'-6" CC2 CW1 o I y' I ��1 y� �� I �� I (ACT.ELEV = 6.0') p C 7 CC1 CW2 CW2 <. -Pil �. -1 ,. — I `� 3L�10 (7) SPACES AT -0" = 42'-0" t1„ — — — T.O. PILE AP PC3 TT.O. PILECAP PC3 PC3 1 PC3 PC3 I c� o ELEV = 96 -6 S301 STEP i INDICATES CONCRETE C -1 C� FL C,5 1 " I 3 ELEV = 6'-0" ((ACT.ELEV = 6.0') GLADE i PAD FOR ROLLING �' `- S301 \ 5301 (ACT.ELEVI = 5.5') I I I I I BEAM T = GATE SUPPORT LO PC4 3 30"w x 6'-0" LONG — — — C = _ w -D.C. — — — EACH WAY_T&B `� �"1 `� 64 \ \ C3 CW2 p� CW2 \ 1 CW2 i T.O. PAD - T.O. GRADE PC4 P 3 /y / �\ \\\ GB1 (CONT) \ T.O. GRADE BEAM ELEV = 97'-6 E 6'-11 1/2''.\j5j 1\\.q'_6" 9'-6 1%�'� 9'-6 1/2° / 3'-6" 5'-9" 5'-9" 3'-6" 8'-7 1/2" 8;�7 1 -6" 8'-g" 3'-6" 7'-2„ 13, „ (ACT.ELEV = 7.0') 24'-10" 14'-11" 6'-2"/ -8/1//2' \ \\\ \ \ / ec L/ T.O. PILE CAP / " / \ T.O. GRADE BEAM / ELEV = 97 -6 / ELEV = 97'-6" / (ACT.ELEV = 7.0') / (ACT.ELEV = 7.0) BISHOP ENGINEERING COMPANY Consulting Structural Engineering 219 Laurel Pack Winter Park Florida32792 Z Phone 407-622-2477 Fax 407-622-2479 Certificate of Authorization#8175 E;IO.R.Bradford T.Bishop,P.E.#5129! SHT S-1.01 FOR FOUNDATIONS ABOVE, AT GROUND FLOOR, TYP. F 100'-0" (REF) A anti c T 4 L \ \ / / T.O. GROUND / L / / \ \ / A / 1 / FLOOR SLAB Beach ABOVE. ACT. ELEV = 9.50' T \ \y P (0 C e PER DWG "C6" Department \ p \ City of ,5 � Mantic At Beach 90% Construction B1 Documents / 6 Architect hereby expressly C1 / reserves his common law (copyright and other property rights in these drawings. These dr-Owings shall not be reproduced P G E PLA NOTES without written permission and H thePy to be assigned to any party ** READ GENERAL NO ON SHEET S-0.01 / coxnsent of the architect, nor are 5IEE SHEE S-0.6FOR PILE CAP DIMENSIONS AND D1 ��EINFORCI G AND' ILE NOTES, TYP. without first obtaining written permission and consent. Mill 0 2 PILE CAP AT BAS OF'I!ELEVATOR: SEE PLAN FOR 6 rcevisions DIMESNIO x 3' DEEP REINFORCED WITH (12) E LONG WAY T8 (INNER LAYERS) AND (16) #6 HORT WAY T&B ' 'OUTER LAYERS(, TYP. O,C. COO DINATE' UMP PIT REQUIREMENTS, TYP. E1 OP'IILES ARE 16" DI AUGER CAST PILES; SEE NOTES ON SHEETS-0.0?, TYP. 4O CONTINUO S CONC ETE'I GRDE BEAM FOOTING; sheet title Pile a n d SLEE SECTIONS SHF S-3.01 AND FOOTING SCHEDULE Foundatic (SHT S-0.)1). Plan T.-O. GRAD BEAM' FOOLING ELEV = SEE PLAN �� A Pile and Grade Beam FramingPlan NOTE: T.O. PILE /GRADE BEAM ELEVATIONS ARE SHOWN S-1.00 SCALE: 1/8" = 1'-0" BASED ON (MINIM41 ) 12" SOIL COVERAGE. GAC. SHALLCOORD ATE GRADES WITH CIVIL DRAWINGS , AMID SITE ONDITIO S, TO ACHIEVE MINIMUM COVERAGE 0 4 8 16 • scale: AS NOTED PRIOR TO ORMING PILE CAPS/GRADE BEAMS, TYPICAL. . dirrawn: BTB 5O THIS AREA TO REC IVE CLEAN, SUITABLE FILL AFTER THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND a cthecked: BTB FOUNDATIO WORK S IN PLACE - MAINTAIN MINIMUM COVERAGE AS NOT ABOVE, TYP. DEAD LOADS IN ACCORDANCE WITH THE FLORIDA K l BUILDING CODE, 2007 ED (W/2009 REV'S), INCLUDING LOADS aiipproved: BTB FOR A 3-SECOND WIND VELOCITY OF 130 MPH: . d±cate: 06-01-11 I = 1.15, EXPOSURE C. . p�rroject no. 821 - 09 . Sfheet S - 1 . 00 id, ,A111(icI dfe xt I Iled rl, „, ",.. SutW, AV. 1 2 3 4 5 6 7 8 10 11 12 3 14 15 Nil F A _ B C C. .I D LE F G H � K A N1.�1 154'- 152'- .. 23'-11S 21'-8° 1 15-9" 8 -8 7'-7" 11 -5 S-7- 15'-0" 15'-0" 5'-9" 9'-3" 15'-0" G� e 62'-4" \� 16'-3" 15'-0" 15'-0" 15'-0° 15'-0„ 15'-0" �G\` 1 - 12'-10 1/2" 99'-10 1/2" „ 99'-11 1/2" CANTILEVERED S 02 T.O. SLAB '-1 10 oeCJ `� T.O. SLAB 10C.I.P. SLAB 8 " THICK C.LP. SLAB xC14 DOTE: BEAM G 4 OFF SET s3.o2 B co FROM GRID Architects and Planners 11 I.S.K. Reeves V, F.A.LA. MW1 (CW2) 12" C.I.P. S EMWALL BEL(W MW4 CB1 CC5 CB1 CC5 C61 C5 Kevin Ratigan, A.I.A. Ian A. Reeves, A.I.A. 300 MW1 I MW1 MW1 19 333 N. Knowles Ave. 3.02 Winter Park, Florida 32789 (407) 647-1706 4 N 110'-0" 18 1518 Hendry Street T.O. WALmL Ft. Myers, Florida 33901 3� S3.02 a 1.0239-461-3944 }� o _04 Corporate Registration vi w -7" Y b No. AAC001197 - _ m I 3 s 1I J 7 J- I°. — N _ t C N I,' M W � Y W w 8 cn J O J Co D_ O Q S3.01 K) N03 x �� N 5 S3. ci 3 3 N U m I U 00 QQ 1 Lil N (/7 d / N 3: (cwt) C J = Y 8" C.I.P m �- STEM W L XXXX BELOW 5 D 2w S3.02 CC7 CC1 (C 2) 12STEMWALL I �- �_ I - n: m � _ 7 L= __ F4 r cn CC5 .01 99'-111 112" - x 11 I LO T.O. SAAB "' in DRAIN, TYP. 3 Y U � 21 CC - — CC5 �lu (CW2) 12 C.I.P. STEMWALL BEIl_OW / /c, \ CC3J I (CW2) 12 :ILP. STEMWAI�L BELOW C2 P1 C1 4' — \ J \ o / C2 // CC2 MW1 I 7 CD O /� I 2# ` /� / �lyj \ ��/ /gam°` o S3.02 0 2 F2 8 0 / \ 4 / m N o 02 ml 3 S3011 E / 24'-10° 14'-11„ 6,-2„ _ /2„ 9 / 110',a S3.03 98, tc 1 (./ T.O. FOOTING 4 CC1 23 y'Fj 3 BVSHOP ENGINEERING COMPANY Fl � 1 M�l'�`� Consulting Structural Engineering \ A 219 I.aucel Park J Cb \ Winter Park,Florida 32792 1 Fax 407-622-2479 \ Phone 407-622-2477 Certificate of Authorization#8175 S3.01 / 6 S3.03 \ �� S3.01 / E.LO•R.Bradford T.Bishop,P.E.051295 98'-0" / / g / T.O. FOOTING EMERG. GENERATOR F2` F `•� O 11 /`7 22 I an tic F11 4 A,3 17 110 / /� �3j. 14 T.O. ALL '� A meg" CC5F2 0 Police WA SFFq TDS1 Dee artme nt 18 6 3 3 �O / T.O. FOOTING X S3.01 O S,�JS301 / 4 :5) G City of Atlantic Beach �. 91r�, F1 '2 try 1311 � ''� / / 3 �� 9G% Construction 110'-0" / �\ / OU 0 P D o�;c u m e n t s NO ES T.O. WALL 'o ** READ GENERAL (NOTES CN SHE 0 S- .01 F2�S 6 Architect hereby expressly reserves his common law 1 4" CONCRETE SLAB, REINFORCE WITH O INDICATES 8" REINFORCED MASONRY 12 C1 copyright and other property OVER 10 MIL VAPOR WALL. SEE NOTE 2 FOR REINFORCING. SLOPE SLAB TO DRAINS, TYP. MAINTAIN MIN SLAB THICKENESSES ri6op in these drawings. These 6X6/W1.4XW1.4 WWF, INDICATED. SEE ARCH'L AND PLUMBING DRAWINGS FOR DRAIN / BARRIER, OVER COMPACTED SU GRADE SEE LINTEL SCHEDULE ON S-3.01 FOR LINTELS OVER OPENINGS. DETAILS TYP. drawings shall not be reproduced 17 PAIR OF STEEL COLUMNS — TS6x2x1/4 TO SUPPORT wii-thout written permission and T.O. SLAB ELEVATION 100'- (U;N.O.) L-# INDICATES LINTEL; (L-8 IS TYPICAL U.N.O.) 13 SLAB REINFORCING AS FOLLOWS: (REF: S-0.02) STOREFRONT AND ROOF EDGE. `,3 PROVIDE EMBED PLATE IN SLAB EDGE AND WETLD PLUMB / consent of the architect, nor are THESE ELEVATIONS ARE FOR H they to be assigned to any party GROUT ALL CELLS SOLID AT EXTERIOR WALS, TYP. IMPACT PROTECTION O " IN FIELD, SEE DETAIL, TYP. D1 W/jithout first obtaining written DESIGN REFERENCE; SEE CIVIL ( ) A #6 AT 8 O.C. TOP AND BOTTOM (OUTER LAYERS) DRAWINGS FOR! ACTUAL "SEAL EL" INDICATES 8" MASONRY WALL AT SECURITY 1 permission and consent. ELEVATIONS TYPICAL. AREA — SEE S-0.03 FOR REINFORCING BO #5 AT 11" O.C. TOP AND BOTTOM (INNER LAYERS) 18 SYSTEMS HAND IMPACT RESISTING OSYSTEMS,FTYPICAL�ZING SLOPE SLABS WHERE HOWN � D WHERE TYP. REQUIRED TO (PROVIDE POSITIVE GROUT ALL CELLS SOLID, . r@visions DRAINAGE, AND) FOR THICK SET TILE OR INDICATES 8" MASONRY PARTITION WALL - SEE S-0,03 O #6 AT 9" O.C. TOP / #5 AT 9" O.C. BOT (0.L) 19 TS5x5x1/4 STEEL COLUMN TO SUPPORT LINTELS; SEE 6 QUARRY TILE; SEE ARC ITECTU lL FOR REINFORCING; EXTEND WALL TO 8" (MIN) ABV CLG, TYP. DETAIL FOR "L" SHAPED CAP PLATE; PROVIDE EMBED DRAWINGS FOR FLOOR INISHETYPICAL' INDICATES CAST-IN-PLACE (C.LP.) CONCRETE WALL O #6 AT 10" O.C. TOP AND BOTTOM (O.L.) AT SLAB AND WELD SIM TO NOTE WALL, TYP. SEE OTHER NOTES O E1 2O STEEL STAIRS - SEE NOTES ON S-0.01, TYP. E 20 TS6x6x3/8 STEEL COLUMN TO SUPPORT STEELL BEAM AT i SEE ARCHITECI�IURAL DR WINGS OR ALL STEEL O #6 AT 9" O.C. TOP AND BOTTOM (OUTER LAYERS) O SECOND FLOOR; PROVIDE EMBED IN SLAB ANDS WELD STAIR AND HANDRAIL DI ENSION , AND O TERMITE TREAT SOILS UNDER SLAB IN ACCORDANCE WITH SIM TO NOTE REQUIREMENTS, TYP. THE FLORIDA BLDG CODE, 2007 EDITION, (W/2009 REV'S) REQUIREMENTS FO #4 AT 12" O.C. TOP AND BOTTOM (INNER LAYERS) SEE ARCH DRAWINGS OR SPECIFICATIONS, TYP. SEE L DRAWINGS A 21 T STRUCTURA D TION S 10x6x AL 3 8 LLV STAIR STAIR SUPPORTS (WHERE OCCU TYP. G „ O T LANDING SUPPORT STEE U . sh)eet title Grou n d ), O #6 AT 7 O.C. TOP / #6 AT 8 O.C. BOT (O.L) ATTACHED TO CMU WALL; CANTILEVER OVER STIEL 24 TS8x6x3/8 STEEL COLUMN; PROVIDE EMBED IN SLAB NOTE: SEE SHEET S-1.00 FOR FOUNDATIONS, GRADE BEAMS, <&> (2)#4x5 -0 LONG BARS ((1) TOP & (1) BOT) TYPICAL AT CANTILEVERED SLAB COLUMN FOR WELD ATTACHMENT (SEE SECTION); ATTACHED PILECAPS, AND PILE LAYOUT, TYP. Level WHERE SHOWN. (AT ALL REENTRY CORNERS) T.O. COLUMN TO B.O. CONCRETE BEAM WITH CLIP O CONTINUOUS WNCRETE WALL F OTING; (USE SUPPORTS TO PLACE BARS AT MID-DEPTH OF SLAB) 14 8" CMU MASONRY KNEE WALL - SEE SECTION FOR 22 8" MASONRY KNEE WALL ON THICKENED SLAB (FOOTING L4x4x1/4, w/(2) 5/8" DIA x 4" EMBED (OVER HEAD Plan SEE SECTIONS SHT S-3.01 AN FOOTING SCHEDULE TO SUPPORT BALLISTIC GLASS; REINFORCE WALLL WITH REINFORCING; GROUT ALL CELLS SOLID, TYP. APPLICATION) EPDXY ANCHORS. �� (SHT S-0.01). O STEEL COLUMN AND FOOTING; SEE SCHEDULE ON S-0.01, TYP. #5 VERT 16" O.C. - GROPUT ALL CELLS; PROtWIDE SEE ARCH'L DWG's FOR TS COL DIMENSIONS, TYP. A Ground Level Slab and Framing Plan T.O. WALL FOOTING EL = 981E 0", TYP UNO T.O. STL COL FTG ELEV = 99'-0", TYP. 15 CONCRETE PAD FOR GENERATOR: CONT K.O. COURSE AT T.O. WALL REINFORCED *ITH S-1.01 SCALE: 1/8" = 1'-0" (1)#5 CONT, TYP. 16" THICK (4" ABV GRADE) REINFORCED WITH 0 4' 8' 16' <&> SAWCUT CONT90L JOIN , SEE I PICAL 10 FORMED, SUPPORTED ONE-WAY SLAB THICKNESS AS FOLLOWS: #6 BARS SPACED AT 12" O.C. TOP AND BOTTOM SEE ARCH'L FOR WALL DIMENSIONS, TYP. CONTROL JOINT DETAIL ON SH I . seal e: AS NOTED ® 8" THICK EACH WAY, TYP. S-0.01. 10" THICK 23 TS4x4x1/4 STEEL COLUMN - EXTEND TO UNDERSIDE OF ROOF STRUCTURE AND WELD WITH 1_441/� TO B.O. 1/8"=1'-0" drawn: BTB ® 9" THICK 16 SECURITY WALL: 12" MASONRY REINFORCED WITH BEAM; ON F3 FOOTING (MAKE FOOTING THICKETED SLAB 5O SEE ARCHITECTURAL DR)WINGS R (2) #5 VERT BARS AT 16" O.C. - 'GROUT ALL CELLS AND AND PROVIDE EMBED FOR COLUMN ATTACHWENT) - THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND • chiecked: BTB DIMENSIONS ANT@ ELEVATIONS OF 11 CC# INDICATES FORMED, REINFORCED CONCRETE SOLID, TYP. SEE SECTION FOR HORIZONTAL REINFORCING. SIMILAR TO NOTE DEAD LOADS IN ACCORDANCE WITH THE FLORIDA K roved: BTB ALL DOOR AND WINDOW OPENINGS, COLUMN; SEE SCHEDULE, TYP. T.O. WALL ELEV = 110'-0", TYP. BUILDING CODE, 2007 ED (W/2009 REV'S), INCLUDING LOADS approved:TYPICAL. SEE AVRCHITECT RAL D WINGS NOTE: ALL EXPOSED CONCRETE COLUMNS SHALL HAVE AT TOP OF DOOR INSTALL TS6x4x1/4 LLV HEADER BEAM; FORA 3-SECOND WIND VELOCITY OF 130 MPH: te: 06— - FOR DIMENSIONS NOT GVEN. A SMOOTH, RUBBED FINISH. NO FORM LINES SHALL SEE ARCHITECTURAL DRAWINGS FOR SECURITY WALL PLAN WELD TO SIDE OF COLUMN AND ATTACH TO EKOED PLATE EXPOSURE C. • do 01 11 SHOW, TYPICAL. I = 1.15, DIMENSIONS, TYP. IN CONIC COL (PL 1/2 x 6"w x 8'h w/(4) 1//2 DIA x HSA). SEE ARCH'L RCOLUMN DIMENSION' ,AND HEADERTUBE ELEVATION, Tproject no. 821 - 09 • sheet S - 1 . 01 j �ik, a-�. ' r'�` IN I � �Ii�I�if l�l a;"��.I�(I i�9flfa f f' .. �: ,�P ' I • r., � 1 2 3 4 5 6 7 g 9) 10 11 12 13 14 15 j E F G H K a z4 1. r 154'- 152'- 54'- 152 - F- 23'-11" 1 1 >, " " �CJ 21 -8 15'-9 8'-8 7'-7' 11'-5 13'-7" 15'-0 15'-0" 5 -9 9 -3 : 15'-0" � � NZ -1 r 62'-4" 16'-3" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" �G• G _ P S�1 � e W LINE OF HIGH 1 10 O�PP LINE OF HIGH ROOF; REF: S-1.03, 1 ROOF; REF: S-1.03, ('„'� TYP. S X L-8 LINTEL, X TYP. v ------------------------------ --------------------------- - -- - - TYP._UNO --- ------------------- ---------- --------- --- -- S30X ------------------------------------------------------ B Architects and PlannersW12x22 O 9 LS.K. Reeves V, F.A.LA. MW1 TB7O MW1 CC6 CB11 CC5 C811 CC5 C811 CC5 CB11 CC5 CB11 CC5 CB11 C $ Kevin Ratigan, A.I.A. 1 — — — — — Ian A. Reeves, A.I.A. -MW1 MW1 1 oo z i 333 N. Knowles Ave. I - C' Winter Park, Florida 32789 2 W1 x30 _ — W14 30 W1 x30 14 30 1 ' (407) 647-1706 1518 Hendry Street S30X X Ft. Myers, Florida 33901 1 2 1 1 S30X `o 239-461-3944 2 1 I I g 3 i N Corporate Registration o No. AAC001197 M 12 X 16 X 1 16 1 11-0' S30X o S30X I ! o 20LHO6 (23) SPS AT 2'-6" = 57'-6" ^ 0 1 1 N C M N o 0 0 0 1 , — — — — — — — Ln L0 — _ — LO Lr)�n Ln Ln in in in in �n �n �n �n �n u7 L0 Ln �n � in !, orn M o 0 0 0 o N o 0 0 0 o N o 0 0 0 o N o o O o o N o 0 0 0 0 �. 2 S = = J J J J J J J J J J J J J J J J J J J J e Q OO o 0 0 o O O o 0 0 0 0 0 0 0 0 00 00 00 00 00 0 0 0 0 0 0 o f o O r7 00 3 N g N N N N N N N N N N N N N N N N N N N N N j N N 3 I I 00 8'-3 12 I i � I X ao � W1 x40 I S30X = W21 68 T67 N Y.X S30X 19' 0 1 2" 16'-10 1/2 2 6'_ _ X _ C1 COLUMNS STOP AT 2 S30X THIS LEVEL (5 PLACES) d TS x5x 4 N M 1 '� Y ;;N Y I X M elev for m I TS 5x3 8 00 00 00 O ^ / W 8 4 NGER W 8 40 W12 30 W18x40 118 40 m i S3OX D MW1 MIN MW1 T67 W18 40 ~ _ 2 W 18 40 C CB1 C T 7 tC1 C1 h 1 C1 Cd M O 10K1DIN 5" 110K '� 17 0 C1 - i 10 — — —I X 2 6 4 la; 9' 9 1OKI (18) SPS AT 2'-6" = 45'-0 1 0 �'� O N lOK1 (10) SPS 7 2'-6" - 5'-0" �r 01 A X CC5 in F X I }O eF 8 ��2a 1 W12 50 oM I S30X 1 181<11 �J ooF S30X `�ooh ��J p�� C�2S W12x30 - - - - - - -- - I c,o — - MW1 4CC5 CC2 ' CC5 W 4 5 CC3 W24 5 2 W24 5 - C1 h W24x55 , C2 24 55 CC21,, TB7 CANTILEVER 7 UP O C 4 J`� N FULL FUL �`?V I BELOW z CB9 O B8 10 HT HT NOTE: B.O. CB8 X X X o� X .� 14 = B.O. CB9 S30X S30X S30X 3 2" 2 ^ S30X X E (CB9 IS 16" ------------- ---- -- - ----------------------- /�_-- --- -- ------\�--- ^� - 13 - g becDEEPER) -- ------------------- ------ -- - ------ ------- ----- ------ -- -- - 3S30X �0\ LINE OF HIGH 33'-1" /15'-6" 15'-0" O X15'- 15'-0" '-0" 15'- 14 15' CC1 0 15'-0" to ROOF; REF: S-1.03, 14'-11" /� 116'-8" 6X TTP. ISHOPConsultang Structural Engineerint 24'-10 11'-10 1 2' CC1 13 12 \cod` T.O. PARAPET X 219�lPark X �o� 0 13 S30X Winter 2477Park, Fax 4 2792 S30X � Phone 40%-622-2477 Fax 407-622-7A79 ^� �} �� Certificate of Authorization#8175 116'-8" P,.O.R. Bradford T.Bishop,P.E.#5125 / T.O. PARAPET \ 15 lyj¢k3 X F Atlantic C5 13 30X 99 �`� O C CC 1 4 Al Beach 3' T113'-5 1/2° X ` ��o ��// 116'-8" h a T I � Police 1T.0. STEEL & / W Y99 FOIST BEARING S30X CC — — T.O. PARAP 1T:0. JOIST = 113'-8" Department -T,O. "3N" DECK 113'-11" CANT 6 i 4x4 8 c 11 t y of 0 4 G 5 Attlantic Beach 9�- 's'� F1 s3ox B 1 '�z• 3 90% Construction / /0 , Documents F2 6 Architect hereby expressly 0 reserves his common law C1 / copyright and other property / [ rrights in these drawings. These drawings shall not be reproduced �Y\ .without written permission and �nsent of the architect, nor are G TE `� / H e to be assigned to an art ** tf�i Y 9 Y party R'�A D GEN RAL NQ ES ON SHEETS 0.01 without first obtaining written 1 4" (TOTAL THICKNESS) CONCRETE SLAB, REINFORCED O SEE ARCHITECTURAL DRAWINGS FOR D1 permission and consent. O WITH 6x /W2.9 W2.9 WWF OVER 1 1/2", 22 GAGE DIMENSIONS AND ELEVATIONS OF O CC# INDICATES FORMED, REINFORCED CONCRETE GALVANI ED STE DECK (VULCRAFT TYPE 1.5C22 OR ALL DOOR AND WINDOW OPENINGS, COLUMN; SEE SCHEDULE, TYP. . revisions EQUIVALENT APPROVED EQUAL) DECK PROPERTIES: TYPICAL. SEE ARCHITECTURAL DRAWINGS EXPOSED CONCRETE COLUMNS SHALL HAVE SMOOTH FINISH SP - 0.192 IN /ft;'Sn = 0.186 IN 3/ft. FOR DIMENSIONS NOT GIVEN. (NO "FORM" LINES)M T(P. 6 Ip = 0. 83 IN ft; In = 0.155 IN 4/FT. O INDICATES 8" REINFORCED MASONJRY 10 REF: ARCH'L DETAILS - CONT 8"x8" CONCRETE CURB SUPPORTING 15 CONT L5x5 3/8 BELOW SUPPORTING T.O. THICKNE S = 0, 295 IN. WALL. SEE NOTE 2 FOR REINFORCING. AN 8" MASONRY STEM WALL REINF'D WITH #5 VERT AT 32" O.C. GLAZING SYSTEMS; REF: S-1.01 AND SEE SECTIONS SEE NOTES ON 101 FOR DECK INSTALLATION, TYP. SEE LINTEL SCHEDULE ON S-3.01 FOR LINTELS OVER OPENINGS. GROUT ALL CELLS SOLID; PROVIDE CONT 8'x8" K.O. COURSE E1 TOP OF SLAB E 14' 0" L-# INDICATES LINTEL; (L-8 IS TYPICAL U.N.O.) AT T.O. STEM WALL REINF'D WITH (1) #5 CONT, TYP. 16 8" MASONR)y WALL BELOW; REF: S-1.01 TOP OF STEEL EV = 13'-8'0 SEE SECTIONS :JOIST B RING EV = 13'-3" GROUT ALL CELLS SOLID AT EXTERIOR WALS, TYP. (IMPACT PROTECTION) T.O. MASONRY STEM WALL = 116'-8" 17 TS5x5x1/4 J101STS AT 30" O.C. J Second " 11 O INSTALL METAL CK WITH 5/8 DIA PUDDLE AT INDICATES 8" MASONRY WALL AT SECURITY O (2)#4x5 0" LONG BARS ((1) TOP & (1) BOT) TYPICAL . sheet title 6" O.C. ALL SUIS ORTS AND EDGES, TTP. AREA - SEE S-0.03 FOR REINFOI�ING WHERE SHOWN. (AT ALL. REENTRY CORNERS) Level PROVIDE (2) #1 TEKS STITCH SCREWS AT ALL GROUT ALL CELLS SOLID, TTP. 12 STEEL JOISTS SPACED AS INDICATED ON THE PLANS. INSTALL Framing 51DELAP TTP. INDICATES 8" MASONRY PARTITION *ALL - SEE S-0,03 JOISTS AND JOIST BRIDLING IN ACCORDANCE WITH SJI A Second Level Framing Plan Plan FOR REINFORCING; EXTEND WALL TZ 8" (MIN) ABV CLG, TYP. STEEL JOIST INSTITUTE) REQUIREMENTS, TYPICAL, O CONT EDGE ANG,E TO SUPPORT METAL DECK; K JOISTS HAVE A 2 1/2" DEEP BEARING SEAT. S-1.02 SCALE: 1/8" = 1'-0" SEE SECTIONS, PICAL. INDICATES CAST-IN-PLACE (C.I.P.) (CONCRETE WALL ** EXCEPT AT FLOOR SYSTEM - "K' JOISTS TO HAVE 5" SEAT, TTP. WALL, TTP. SEE OTHER NOTES 0 4 8 16 kale: AS NOTED "LH" JOISTS HAVE A 5" DEEP BEARING SEAT. 3OELEVATOR SHAFT SEE SECTIONS AND COORDINATE WITH 7O CB# INDICATES CONCRETE BEAM; TB# INDICATES COWRETE TIE SEE SECTIONS FOR JOIST BEARING CONNECTIONS, TYP. 1/8"=1'-O" . raven: BTB ARCHITECTURAL AWINGS AND ELEVATOR MANUFACTURER. BEAM- SEE SCHEDULE ON SHEET S-0.02, TYP. �{ 13 ROOFING (SEE ARCHITECTURAL) OVER 3", 20 GAGE, GALV, TYPE N METAL DECK (VULCRAFT TYPE 3N20 OR ENGINEER cehecked: BTB 4O 5TEEL STAIRS; S ARCHITECTURAL DRAWINGS FOR STEEL STAIR O TYPICAL STEEL STAIR LANDING FRAMING: APPROVED EQUAL). OVER STEEL JOISTS (BEAMS) SPACED AT THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND (DESIGN EQUIRE ENTS, TYP. AND NOTE E.8 ON S1.0. 4" CONCRETE SLAB REINFORCED WITH 6x6 W1.441. DEAD LOADS IN ACCORDANCE WITH THE FLORIDA WWF OVER 1 1 2", 22 GAGE FORM DECK OVER 5'-0" (MAX) O.C., TTP. BUILDING CODE, 2007 ED (W/2009 REV'S), INCLUDING LOADS K approved: BTB f INSTALL METAL DECK WITH 5/8" DIA PUDDLE WELDS AT 6" 5OMW# IN ICATES 'I ASOMRY WALL - SEE SCHEDULE ON L4x4x1/4 AT 2 -0" (MAX) O.C., TTP. O.C. ALL SUPPORTS ANND EDGES, TYP. FOR A 3-SECOND WIND VELOCITY OF 130 MPH: , cdate: 06-01-11 SHT S- .02 FO REINFORCING. SEE ARCHITECTURAL INSTALL METAL DECK PER NOTE O INSTALL (3) #12 TEKS STITCH SCREWS AT ALL SIDE LAPS, TYP. I = 1.15, EXPOSURE C. DRAWING FOR L WALL DIMENSONS, TYP. project n o. 821 - 09 14 STEEL COLUMNS BELOW; REF: S-1.01, TYP. . sheet S - 1 . 02 I i 1 2' 3 4 5 6 7 g 10 11 12 13 14 15 R F C H J K A 154'- 152'- 23'- 54 - 1 - L . 52' I 4 CJ ,— " r n r " r " r " r— v ,— n , " r n r n , » I,,.� r " 23 11 _ - - - 11 - - 21 8 - 5 3 7 15 0 I 15 0 5 9 9 3 15 9 8 8 7 -7 - 15 0 I G 11 62'-4" 16'-3 15 -0 15'-0" 15'-0 15 -0 15'-0" ��• l,_ " x4\ W S30X 1'-9'3'-3" X 10' O �'Qt 2 1' 7"4,-O" 7 S30X 7 3 B Architects and Planners 123'-10 1/4" A — — T612 — CC5 CC5 CC5 CC5 CC5; C 'S CANT W21 Kevin R Rati eeves VanF.A.LA. — — — _ W14x 0 W1 x30 W1 x30 W1 x30 W 4x30 W1 x30 / r, Ian A. Reeves, A.I.A. T.O. STEEL AND MW1 BELOW OIL 123 -10 1 4 JOIST BEARING T.O. STEEL AND JOIST BEARING Winter Park Knowles 32789 X (407) 647-1706 I S30X 1518 Hendry Street 04 Ft. Myers, Florida 33901 _X 239-461-3944 ?i N C) I I I3 Corporate Registration m to No. AAC001197 I I I 10 1 -o" I � o o < I 20LH06 m M X J S30X �. J qM �°D �' I 24LH06 17 SPS At 5'-0" = 85'-0" I mm ( ) N N T614 mI 10 m II elev for 1',27'-8 3/4" TB13 �— L6x6x L6x6; 8 L6x6x 8 L6x6x 8 L6x6x L6x 2 — _ — L — — — 6x L8 _ I _ 127'-8 3/4" T.O. STEEL AND d T.O. STEEL AND JOIST BEARING 4MW1 (13-10W) TB X 1 S30X I� a, JOIST BEARING 9'-9 N �t —0' 3 X — d- 0 0 I N N O O O O N = N �}- N N N N N C�— \ \ _ = X TYP. J J -j \ \ \ S30X J J J Cn X a0 00 X Co 000 X 00 00 y\ 2 — O I� x F— O CD J S30X x x x X X X co S30X ca cX CX c?� 00 o cX cX cXco to cX co co 3 — L — — _ 129 -0 1/2 129'-0 1/2 �� Mlgy (BELOW) F- °_° i- � F r " T.O. STEEL AND TS 6x8x3 8 LV 1 3 8 V % TS16x8 3 8 LLV TS16x8 3 8 LLV TS16x 3 8 LLV JOIST BEARING \ TB15 / / / / / -`T�[S 3/8 LLV TS16x8 3/8 LLV T 16x x3 8 LL T.O. STEEL AND \ \ \ w C1 \y< / \ C1 / CZ \ _ C1 \ G \ 'C1 / S JOIST BEARING CANT W21 E ec 7 LOW END OF DIAG HIGH END OF DIAG \ \\ / (CONT) TS6x6x5/16 8 TYP X X BRACE CONNX BRACE CONNX �(\ 8 TYP 5" DIA X-STRONG (CONT) TS6x6x5/16 X \ / 8 P 2 AT EDGE, TYP. S30X (x6) / (x5) S30X \ STEEL PIPE, TYP. AT EDGE, TYP. S30X \\\ �ISHOP ENGINEERING COMPANS \ \ \ Consulting Structural Engineering 15'-0" 15'-0" \\ \\ 219 Laurel Pak \\ \\ winw Park,Ronda 32792 „ \\ Phone 407-622-2477 Fax 407-622-2479 33'-1 15'-6" 15'-0" 15'-0" " 15'-0" 15'-0" 15'-0" 1 '-O° 0' Certificate of Authorization#8175 \ 1E.O.R.Bradford T. Bishop,P.E.#512, \ \ \ F Atlantic \ \ beach Al / / Police / \ I \ Department \ P City of Atlantic Beach / 9 (0% Construction B1 / D'(ocu m en is / Architect herebyexpressly 6 P Y reserves his common law C1 copyright and other property / rights in these drawings. These drawings shall not be reproduces without written permission and FRAMING PLAN NOTES 6onsent of the architect, nor or( 12' WIDTH ** READ GENERAL NOTES ON SHEET S-0.01 / H they to be assigned to any Parti TYP D1 / without first obtaining written �>TYPE RO FI SEE ARCHITECTURAL DRAWINI,S FOR / permission and consent. 0 NG SEE ARCHITECTURAL OVER 3 20 GAGE GALV 6 N METAL DECK (VULCRAFT TYPE 3N20 OR ENGINEER O DIMENSIONS AND ELEVATION§ OF / APPROVED EQUAL). OVER STEEL JOISTS (BEAMS) SPACED AT ALL DOOR AND WINDOW OPL�NINGS, / revisions r » I 5 -0 .C., TYP. TYPICAL. SEE ARCHITECTURALL DRAWINGS / c (MAX)( ) 6 © © INSTALL METAL DECK WITH 5/8" DIA PUDDLE WELDS AT " FOR DIMENSIONS NOT GIVEN- / 6O.C. ALL SUPPORTS ANND EDGES, TYP. INSTALL (3) #12 TEKS STITCH SCREWS AT ALL SIDE LAPS, TYP. O R7 EXTENDED JOISTS ENDS;. TYP. I © A SEE PLAN FOR JOIST BEARING ELEVATIONS. E1 0 OA OB NOTE: WORK-PONIT DIMENSION OF JOIST 13EARING TO 8O R12 EXTENDED JOISTS END§, TYP. T.O. JOIST = 7 1/2', TYP. 2 CONT EDGE ANGLE TO SUPPORT METAL DECK; O MW# INDICATES MASONRY W*LL - SEE SCHEDULE ON c O SHT - G. SEE ARCHITECTURAL . :sheet title Main O QB © © SEE SECTIONS, TYPICAL S 0.02 FOR REINFORCING. DRAWINGS FOR ALL WALL NWENSONS, TYP. Roof 3O ELEVATOR SHAFT; SEE SECTIONS AND COORDINATE WITH AO ARCHITECTURAL DRAWINGS AND ELEVATOR MANUFACTURER. 10 MASONRY WALL BELOW - �E S-1.02 AND SEE Framing O SECTIONS FOR BRACING AT 1T•0. WALL, TYP. A Main Roof FramingPlan Plan © <&> STEEL ROOF JOISTS SPACED AT 5'-0" O.C. (UNO). INSTALL S-1.03 SCALE: 1/8" = 1'-0" NET JOIST UPLIFT PLAN JOISTS AND JOIST BRIDGING IN ACCORDANCE WITH SJI (STEEL JOIST INSTITUTE) REQUIREMENTS, TYPICAL, 0 4' 8' 16' A _ " " . :scale: AS NOTED O 42 PSF INTERIOR ZONE LH JOISTS HAVE A 7 1/2 DEEP BEARING SEAT AT SLOPED JOISTS . ( ) © -62 PSF EDGE ZONE SEE SECTIONS FOR JOIST BEARING CONNECTIONS, TYP. 1/8"=1'-O" drawn: BTB © -73 PSF CORNER ZONE 5O CB# INDICATES CONCRETE BEAM; TB# INDICATES CONCRETE TIE THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND . ,checked: BTB BEAM- SEE SCHEDULE ON SHEET S-0.02, TYP. DEAD LOADS IN ACCORDANCE WITH THE FLORIDA K . approved: BTB BUILDING CODE, 2007 ED (W/2009 REV'S), INCLUDING LOADS FOR A 3-SECOND WIND VELOCITY OF 130 MPH: date: 06-01-11 I = 1.15, EXPOSURE C. . ;,project no. 82.1 — 09 1 . <sheetS - 1 . 03 i i 2, 1 3 4 5 6 7 8 Q 10 11 12 13 14 15 h SEE PLAN '. .p T.O. SECURIT" WALL ;. A MR D \\ VY (2) #5 CONT IN SOLID GROUTED SEE OTHER SECTIONS K.O. COJRSE AT T.O. WALL FOR T.O. WALL CONDITION, TYP. °aELEV PIT SLAB, z AND 24" O.C. VERT (EVERY THIRD SEE PLAN CONT 2x6 KEYWAYS C, :. COURSE), TYP. o- WITH RD( WTRSTP, TYG N CONC WALL (SEE PLAN) �•\\�e D'; m CONC COL CAGE EMBEDDED Gr SECURITY WALL TYP REINFORCING. WHERE OCCURS, TYP. \ G. 10" SLAB (2) #5 'VERT AY 16" O.C., TYP. e W PER MFR SEE PLAN, TYP. GROUT ALL CELLS SOLID — — — — — — SEE PLAN 12" x 8" x 16" CMU, RUNNING BOND T.O. GRADE BEAM GB1 v INSTALL No. 9 GAGE LADDER REINFORCING • • ' • • E3 Architects and Planners SEE PLAN AT 16" D.C. (EVERY 2nd COURSE), TYP. GRADE; i I.S.K. Reeves V, F.A.I.A. - - - - - - - - - - - j Kevin Ratigan, A.I.A. T.O. SLAB Ian A. Reeves, A.I.A. ARCH'Lj/CIVIL, TYP. o I z o 333 N. Knowles Ave. Winter Park, Florida 32789 �� 7\7 • • o (407) 647-1706 \\�\\�\\�\\ \\�\\�\\� \�\\� T 12" OC EACH F . M Hendry Street 33901 PRE-FORME #5 /A t. Myers, TRENCH DRAIN OF) DRAIN&0 EACH \\�\\�\\�\\�\ �\\�\\�\\/\ / SEE- PT DRAWINGS o 239-461-3944 w/RATING, PY. SUPPORT, TYP. ��j��j��/��j ��j��j��.� • • • • i \i �\ �\ \ \ �\ �\\� SEE PLAN — —I Corporate Registration BACKFILL THIS OILT.O. FOOTING GC COORDINATE 10" No. AAC001197 UNDER H S AREA; BUILD FORMS FOR ELEVATED 2' x2' x2' BEAMS AND SLABS (FORMS TYP, UNO SHALL BE "SACRIFICIAL", TYP.) SEE PLAN AND SCHEDULE 3' 6" FOR FOOTING SIZE AND REINF'G, TYP. • CENER FOOTING UNDER WALL PILE SEE PLAN, TYP. rq,�� RNCH DRAIN SECTION 6 TYPICAL SECURITY WALL SECTION 4 TYPICAL SUMP PIT DETAIL 1 ECTION -- 3.01 CAFE: 3/4" = 1 '-0" -- S3.01 SCALE: 3/4" = 1 '-0" -- S3.01 SCALE: NONE --N.0, /4"=1 '-0" D I SEE OTHER SECTIONS FOR T.O. WALL CONDITION, TYP. MASONRY WALL MASONRY WALL OR OLSEE PLAN CONCRE SEE PLAN AND SCHEDTE COLUMN T.O. SECURITY WALL \ (GROUT ALL CELLS SOLID EXTERIOR BEYONEXTERIOR AT SECURITY WALLS), TYP. SLAB; „ SLABD I 12" CMU SECURITY WALL I I o � REF: CIVIL SEE PLAN, TYP. \�j\�j \�j\�j, SEE PLAN FOR REINFORCING E le 10 SLAB (2)(2) #5 CONT IN SOLID GROUTED SEE PLAN, TYP. i I K.O. COURSE AT T.O. WALL SEE PLAN SEE PLAN AND 24" O.C. VERT (EVERY THIRD OIL COURSE), TYP. T.O. GRADE BEAM GB1 BISHOP ENGINEERING CowAN T.O. SLAB • • • 41 • • Consulting Structural Engineering ' D 219 L ml Fmk i wInuaPmk SEE PLAN ,F►oriaa32792 • . SECURITY WALL TYP REINFORCING: Phone ao7-622-2477 Fax 407-622-2479 • T.O. SECURITY WALL (2) #5 VERT AY 16" O.C., TYP. GROUT ALL CELLS SOLID ]VIO. CD ■ , I Certificate of Authorization#8175 • # I R.Bradford T.Bishop,P.E.#51: • 12" x 8" x 16" CMU, RUNNING BOND ' BACKFILL UNDER THIS AREA; F t a n t I C CONT 2x� KEYWAY INSTALL No. 9 GAGE LADDER REINFORCING • WITH RX *TRSTP, TYP. BUILD FORMS FOR ELEVATED AT 16" O.C. (EVERY 2nd COURSE), TYP. BEAMS AND SLABS (FORMS SHALL BE "SACRIFICIAL", TYP.) • • • • of . . . each D• I CONCRETE WALL i i SEE ARCH' SEE PLAN AND SCHEDULE 1L FOR ANY F o ice MOISTURE iBARRIER TYP. d CLC REQUIREMENTS, TYP. 3, 6" Department CONC BEAM SEE PLAN AND SCHED I PILE SEE PLAN, TYP. I ty O f G Atlantic Beach 1 LAB BEAM WALL SECTION 7 SECTION 5 SECTION L 2 -- -- S3.01 SCALE: 3/4 1'-0" ECTION S 3.01 GALE: 3/4" 1 '-0" 90% C o n s t r u c t i o r/ . Documents SEE EE Architect hereby expressly PLAN SEE PLAN ION reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduce without written permission and onset en of the architect, nor at 8" OR 12" WIDE CLP. CONC WALL H +#he to be assigned ,to anpar- MASONRY WALL SEE ARCH'L FOR � y 9 Y SEE PLAN AND WALL � without first obtaining written MOISTURE BARRIER STEEL TUBE COLUMN TYP. SCHED ON 5-0.02, TYP. • ermission and consent. (PER PLAN AND SCHEDULE) 5/16 TYP. p CUT BOTTOM SQUARE FOR I I PLUMB FIT, TYP- I EXTERIOR 1G SLAB ! � revisions SEE PLAN, TYP. I GRADE: CONT 2x4 KEYWAY #5 10" O.C. REF: CIVIL T&B, TYP. STEEL EMBED PLAT WITH RX WTRSTP, TYP. T.O. ELEV PIT = CONCRETE SLAB o AT EACH (;COLUMN PER -3 PLAN AND SCHEDULE -� T.O. GRADE BEAM SCHED) - INSTALL LEVEL, I FOR REINFORCING REQUIREMENTS, SEE PLAN t TYP. I TYPICAL. OIL SEE PLAN T.O. SLAB T.O. GRADE BEAM I I ' • SEE PLAN • • I I J . sheet title Sections OL• T.O. SLAB EL I I ■ B.O. CONC BEAM (WHERE • • • • • ♦ . • and Detai • • OCCURS) SEE PLAN - - - - - - �- - - o CONT 26 IKEYWAY WITH RX WTTRSTP, TYP. BACKFILL UNDER THIS AREA; BUILD FORMS FOR ELEVATED SUMP PIT• scale: AS NOTED — — — —CONCRETE PIER, OR. BEAMS AND SLABS (FORMS � ' ' ' ' ' ' ' REF: 4/S3.01 ' ' ' • • ' � SHALL BE "SACRIFICIAL", TYP.) CONCRETE BEAM SEE ARCHLTYP. � . drawn. BTB , FOR ANY MOISTURE E}`ARRIER • checked: BTB REQUIREMENl`[TS, Typ. CONCRETE WALL I I SEE PLAN AND SCHEDULEBEAM _ K TYP. I GRADE I .� approved: BTB I 3'-6° SEE PLAN date. 06-01-11 I Q PILE BEYOND project.� 'ect n O. 8 2 1 — 0c 1 ECTION AT STEEL COLUMN BASE 8 SECTIONSECTION AT ELEVATOR 3 PIT o sheet S-3.o1 -- 3.01 CALE: 3/4" = 1 '-0" -- S3.01 SCALE: 3/4" = 1 '-0" -- S3.01 SCALE: 3/4"=1 '-0" i 1 2 3 4 5 6 7 8 10 1 1 12 13 14 s, z 2,AW ' t 01 ' �m ts CROWN T.O. BEAM 1/2", TYP. SEE PLAN l #5 x 2'-0" — FORM OR DRILL/EPDXY AT 18" . SLAB p 't 1 "fir 1�it4f NI s' s +� HIGH STA GTH PRECAST AND PRESTRESSED A DIVISION OF FLORIDA ENGINEERED O.C., TYP. 8" Sl.n6 U" MASONRY ! o �' CONSTRUCTION PRODUCTS CORPORATION SEE ARCHITECTURAL SEE PLAN AN a + CON hETE LINTELS AND SILLS IIL J I , P.O. Box 24567 Tampa, Florida 33623 SEE PLAN TYP. I� Phone: 613-62;-464, 8" MASONRY WALL; DRAWINGS �OR CONIC SCHED ON S ISI I I TOPPING AND/OR 6' SEE PLAN AND WALL / 8 PRECAST & PRESTRESSED U—LINTELS SCHED ON S-0.02, TYP. SLAB INSULATION, TYP. 10' 4^xrelGRAVITYSEE SEE PLAN AI T.O.�.,d , �' '�I —�T.O. SLAB 4° I� Ifx{ �' +E I •in w rr X X X p l l 4 HOOK SLAB TOP i 81`8—OB 81`12-0881`16—OB8F20—OB 1`24—OB 1`28—OB 1`32—OB ` t � 9 SLAB, SEE PLAN TYf?E BARS 16" MIN �NGTH SL)8 8F8-1881`12-1 F16-1 SF20-1B F24-188F28-18 F32-18 • • TYP 7s1 �l _ 3166 4473 6039 7526 9004 10472 11936 2'— 10(34') PRE ST 2302 3166 4473 6039 7526 9004 10472 11936 E PLAN C% ' j I ' — ars 1 3138 3377 4689 6001 7315 8630 9947 • • T.O. SLAB EL t� 6" 42 ' PRE ST 2302 I lv ��¢tpn� 4 ro 3 ( ) 3166 4473 6039 7526 9004 10472 11936 li 2325 2496 3467 4438 5410 6384 7358 • • " 4'—0"( PRE 48 ') ST 2029 2646 4473 6039 7526 9004 10472 11936 4'—6"(54' PRE SLAB—ON—GRADE I 1787 1913 2657 3403 4149 4896 5644 • • • — — — III l I ) ST 1651 SEES PLAN NOTES, — — — �' 2170 4027 6039 7526 9004 10472 9668 Typ COMPACTED BACKFILL • CONT 2�6 KEYWAY 1223 1301 1809 2317 2826 3336 3846 THIS AREA, TYP. • • • ! 11 5``-4"(64') PRE ST 1 184 WITH R* WTRSTP, TY . 1665 2889 5057 6096 5400 6424 7450 SEE PLAN FOR VAPOR _ 1000 1059 1474 1889 2304 2721 3137 BARRIER INFO, TYP. BACKFILL UI 5''- 10(70') PRE ST 972 • BUILD FORM 1459 2464 4144 5458 4437 5280 6122 BEAMS AND g 1255 2101 3263 2746 3358 3971 4585 NO BACKFILL THIS Fa�1 IIII I, q�l, `�a� l;{ I( 6''-6"(78') PRE ST 937 1255 2101 3396 5260 7134 8995 6890 SIDE, TYP.F NO BACKFILL THIS SHALL BE " � SIDE, TYP. Iil °` lay psi sd 427 726 1028 1331 1635 1224 1418 CONCRETE BEAM; SEE PLAN 3'-4(1 6 ") PR AST 362 CONCRETE V 485 748 1076 1438 1855 2343 2920 AND SCHED, TYP. SEE PLAN A 381 648 919 1 190 1462 1087 1260 SEE ARCHITECTURAL DRAWINGS FOR CONIC �'p j P 14'-0(16 ") PR AST 338 F ri l 455 700 1003 1335 1714 2153 2sss CC5 CONCRETE COLUMN, TYP. SEE AROH'L FOR ANY g TOPPING AND/OR �klI` , I1+ NR NR NR NR NR NR NR SEE SCHEDULE AND OTHER DETAILS MOISTURE BARRIER I t l 14''-8"(176")PRES ESSED N.R. SLAB INSULATION, TYP. +I _ ' 465 765 1370 2045 2610 3185 3765 FOR TYPICAL REINFORCING PLACEMENT REQUIREMENTS, TYP. NR NR NR NR NR NR NR F '1a x 15"-4"(184")PREST ESSED N.R. 420 695 1250 1855 2370 2890 3410 7 SECTION AT SLAB 4 SECTION 1 ECTION L17 �-4"(208")PREST ESSEp N R NR NR NR NR NR NR NR P1ry Ill { I 310 530 950 1400 1800 2200 2600 , l IFS �i�� , 1 t1 ' ; + -- S3.02 3/4$1=1 —0 -- S3.0, /4"=1 '-0" — — — -- S3.02 SCALE: 3/4„ — 1 ,-0„ NOTE L-8 8FS 1 B; L-16 — 8F16-1B/1T; L-24 — 8F24-1 B 1 T II . a IIdIIII rI �I � till **NOTE** I �l SEE PLAN FOR SHEAR WALL STEEL TS COL 8" OR 12" WIDE 'MW3", TYP. SEE PLAN TYPICAL MASONRY WALL; � I I SEE PLAN AND WALL { sr r1 Jill " I I SCHED ON S-0.02, TYP. 1q: 1/2" EJ ALL AROUND LAB ^II � `i � " 4 I ` (1) #5 VERT TO I BLOCKOUT TYPICAL 10 S / CMU KO (KNOCK—OUT) BASE PLATE W/ ANCH SEE PLAN, TYP. �'; ` T WALL 2'-0" BOLTS PER SCHEDULE I 1 1 2" NON—SHRINK , OC, TYP UNO BLOCK COURSE REINF W/ / jl �I ' I GROUT TYPICAL (1) #5 CONT EACH, _ TYP I SEE PLAN of �� Irl�ii 1 I # I PRECAST LINTEL x x x T.O. SLAB SEE PLAN f i i� ' REINF W/(1) #5 . ot r f I R PY CONT & FILLED T.O. SLAB f fA SOLID W CONC, TYP o EL REI :' ii.,� ' 9 I B.O. CONIC BEAM WHERE W 8» SLAB • OCCURS) SEE PLAN 1 SEE PLAN, TYP. — — — -— — — — � I T 2x6 KEYWAY z o SLAB COIN m L-16 SEE PLAN NOTES, c, v� • III CONT CONIC WALL HORIZ WIfi�H RX WTRSTP, TYP. w TYP. ( • REINF'G THROUGH PIER, TYP. LO SELF ARCH'L FOR ANY • • w �+ `! MOIt$TURE BARRIER W 8 (OR 12 ) SEE PLAN RE41UIREMENTS, TYP. ' NO BACKFILL THIS EXTERIOR I SIDE TYP. CONCRETE WALL j NOTES: 11. PRECAST LINT S SHALL BEAR A 2. BREAK OUT BOTTOM OF LINTEL GR3ADE: CONIC BEAM I I , MINIMOM OF EACH END. AT BEARING TO ADMIT VERTICAL CIVIL SEE PLAN AND SCHEDULE, [I ' REINFORCING. CONCRETE REQ TYP. SEE PLAN PROVI E NOTA ED LINTELS WHERE WALL AND SCHED If SEE ARCHITECTURAL NEEDED — Cb RDINATE W/DOOR BEYOND DRAWINGS FOR CONICSCHE ULE. CONCRETE PIER TOPPING AND/OR SLAB INSULATION, TYP. SEE SCHED 10 � 'ICAL PRECAST LINTEL DETAILr8_"'� 5 SLAB BEAM WALL SECTION 2 LAB BEAM SECTION � SECTION AT COLUMN PER — s3.o2 — S3 2 CAL E: 3/4" — 1 '-0„ -- S3.02 SCALE: 3/4„ = 1 ,-0,7 — SCALE: 3/4" = 1 '-0" -- S3. 2 JCALE: 3/4„ = 17-077 Yr gyM,k `'I Ia S f , 4 1 I I� ' I7 Ir rIr I 111 0 l SEE PLAN I a � i 12" MASONRY L4 x 4 x 1/4 W/ 3/4' , WALL OPENING EPDXY I ��. ANCHOR AT 2'-0" OC I SEE PLAN —�—�--1— (GROUT ALL CELLS %LID EN { AT SECURITY WALLS I I ), TYP. I I 8" MASONRY WALL; II SEE PLAN AND WALL 1 ' I I 8" CMU WALL I SCHED ON S-0.02, TYP. RIFF W/ SII , 17 SEE PLAN FOR Ir Ir ; EV IMFR IREINF, TYPICAL ( #5 AT 12',' O.C. 1 � I il � I SEE PLAN I i `�l EACH WAYj TYP. T.O. SLAB z SEE PLANI II � I; � I' +1, Ir' l _ � • . I #4 NOSING 9SLAB, SEE PLAN 7tBAR TYP. l , . IIII00 SEE ARCH'L X X II I 1"I sl —III cV - • • SLOPE I T.O. SLAB DOWN SEE PLAN • !d � I �iIIII OIL ;, ll i�� IIIIII111111 N z T.o. SLAB EL l {� �1i—IIII THICKENED 3LAB r AT ELEVATO OPIl BACKFILL UNDER THIS AREA; I I �• • — 1f I BUILD FORMS FOR ELEVATED SEE • 6' 6" SLAB PLAN FOR REINF r, Ell BEAMS AND SLABS QTFORMS I I SHALL BE SACRIFICI I " • • CLEAN, CO PACTED 1 I I I • CONCRETE WALLS III SAN i GILL I � SEE PLAN, TYP. I I CONCRETE BEAW; SEE PLAN 0 • I I I I d I r I AND SCHED, TY�• I� — — — — — — — - — — — — — — — — — — CC5 CONCRETE COLUMN BEYOND SEE ARCHITECTURAL Al DRAWINGS FOR CONC ' TOPPING AND/OR I SLAB INSULATION TYP. r I SECTION AT ELEVATOR 6 CANTILEVERED SLAB SECTION 3 $ ECTION ,T STAIRS x _ — 02'S3. 7 ,7 c [ SCALE: 3/47, = 1 —0 — �I IT t�� li} i — — IG f1 ' ' Igal 'I t, — S3.02 SCALE: 3/4" = 1 ,-0,1 — S3.02 SALE: 3/4 1 '-0" II r ll{ i ISI r 77 4{ IIII I IIF p . P , M fl r i , I ! 3 4 5 1 , 6 7 g 9 10 11 12 113 14 t :d fk k i f E t BOLT SCHEDULE STL COL 4 is pp i l WF SIZE # ROWS/ CAP 8 CMU, SEE PLAN e Q J O O NEW STOREFROINT CURTAIN WALL / BOLTS N REINF, TYPICAL SYSTEM — SEE PLAN AND ARCHITECTURAL DRAWINGS, TYP,. w'8, W10 2 12.0 K NSTL COL — SEE PLAN I I , , 3 19.8 K R: 1i '�'t�'�� t � CONIC COL W12W14C15 I I I `1 AND SHED�ULE ( ( W16, W18 4 26.5 K NOTA: ° ki I t I W21 5 33.1 KSLA[�—ON—GRADE MAY W24 6 43.5 K BE POURED AFTER COLUMN COLUMN CONTINUES 2 1/2' 1/4 W27 7 54.0 K I,LLED, IF SO, SLAB UP' WHERE INDICATED INSfA� ON! THE PLAN gLpK—OUT NOT REQUIRED. TYPICAL I OR GRI�DES Bit 1 2" SLAB REINF 4" SEEPLANTYPICAL / SEE PLAN w NO WELD W IN / I REF: ARCH IVIL �� ? � ,`�¢ ; I I m 1/4.. 1/2„ T&B PL (I EJ TYP I � TYPICAL I I2 1/2" II U) x x x I _ II 1/2 EJ ALL AROUND g AP I BASE PLATE W/ ANcH BLOCKOUT, TYPICAL BOLTS PER SCHEDULE1/2� C I _T a- PLTYP1/2" I I ; � 1 �," 1 1/2 NON—SHRINK 1 I' �. TYP _ ! / F 1I11j I z �, I w GROUT ALL CELL LOW _ SEE PLAN COLUMN BLOCK OUT I GROUT TYPICAL T.O. STL I T.O. SLAB GRADE SOLID, Ott+ 1 t o II — SEE PLAN T/FTC x X x x x X xX I I + 3TYP lz z �,.�.. SEE I T.O. FOOTING _ I U � `n SEE PLAN + WF BEAM QUI SEE PLAN '�` SEE z w FORSEE SCHEUDLE FOR I REINFORCING, TYP gEAIv1 WHERE I I I t INDICATED ON PLAN E FTG SCHED 1/2" PL (*) W/ SHORT SLOTED Ii HCLES & W/ 3/4"0 SEE FTG SCHED TS ,A325N BOLTS AS FOLLOWS: SEE FTG SCHED IIII 1 �� "' 7 I < <; FOR SIZE�E EE PLAN 1/2 I � 1SECTION 7 TYPICAL BEAM TO TUBE PIPE COLUMN DETAIL 4 SECTION AT STL COL BASE 1 ECTION I i — 3/4))= _ n e » S3.0� 1 ,-0" — S3.03 — 503 SCALE: NONE 3/4"=V-10" -- S3.0 I I 1 I 11 4 3 { 4 BOLT SCHEDULE it it i If $I 41p a r to � WF .SIZE # ROWS ANGLE BOLTS (CAP) THICKNESS 1 I CONCRETE COL CONT DOVETAIL SLOT W8, C8, C10, W10 2 (26.5 K) 1/4" 8" OR 12 MASONRY W LL BEYOND W/ 16 GAGE ANCHORS ISEE PLAN W12, C12, W14 3 (39.8 K) 1/4 I I SAW CUT CC j AT 16 O.C., TYPICAL W16 W18 4 53 K1/4" I I HAND TOOL 11 " f " u ( ) I TYP. II i 3 W21 5 (66.5 K) 5/16" 1/2„ - I I 1 6 79. W24 ( 8 K 5 16 STEEL PAN STAIR t` I GAGE BY OTHERS EJ, TYP i EX RI YIR SLAB I 1 , I �1,' l ' I 11F V RE A CH OR CIVIL -1I TYP COPE AS REQ'D AT BEAM ATTACH TO SLAB .,... AT CONCRETE COLUMN FLANGE, TOP OR BOT W/(2)3/4" EXP BOLTS I I (4„ EMBED) ` - ; ` '� 1 a1 1 1/2" TYP x—x x 'SEE PLAN — F I �.0. STL i I 1 5 CONT 3 T.O. SLAB I ( ) # + SEE CIVIL jr I I I �� I NOTE: D CORNER BARS { 3 TYP x x x X X x x x lt, 114 TYP FILLED CELL DOWEL TO T/PARAPET Ir Capt ? I, I tl AS SHO N OR BEND + • • — I WHERE COL INTERRUPTS TYP FILLED CELL SPC G o� tl1 COL VBURS AT — i�; �'I HIGHES TB ELEV 1 —p" TIE BEAM + WHERE 1 (2)#5 CONT I � GREAT[ 1'-4" W PROVIE A k l l " V) AT 3'— I° 3/4 DIA BOLTS A325N IN SHORT SLOTTED It I I � BEAM I�yEB OR HOLES, TYP W/DBL L4x3 1/2 I 1/2" AS FOLLOWS: COLUMTN WEB SEE FTG SCHED CID OR FLANGE, TYP SEE ABV 8 TYPICAL FRAMED BEAM CONNECTION DETAIL r5 SECTION AT STL STAIR BASE i 11! I I I2 CTION _ 11s I — X303 SCALE: NONE — S3.03 3/411=11-011 S3.03 " CMU WALL / ;-- 4 BARS SAE SIZE S COL VERT BA S, H00 INTO TB PI AT Edi LEVEL WHERE T OCCURS, TYPICAL TURN 1/2 BLO K ON VERY OT ER COSSE C NC COL SEE PLAN NUMBER OF ROWS OF BOLTS SIDE EU (EXCEPT WHERE FILLED] OCCURS) TYPICAL'. AND EXPANSION ANCHORS: CELL EDGE ANGLE/DIAPHRAGM CHORD SPLICES W10, W12 2 I ': ,,tflisW14, W16 3 j I li FOR ROOF AND FLOOR DIAPHRAGMS W18 4 NEW STOREFROINT/CURTAII` 8 { , NEW OR EXISTING MASONRY I I SYSTEM — SEE PLAN AND SHOP OFFSET BEND VERT W21 5 I I ARCHITECTURAL DRAWINGS, br OR CLAY TILE WALL, TYP. BARS, TYPICAL TYPE 1 CAP W24 6 d ANGLE PLATE DIM ((KIPS \ ) �r _ (1)#5 CONT �I L3x3x 1/4 1/2 x 2 1/2 x 0'-9" 22.0 k ala 7 " m�ik "' L4x4x1/ /4 1/ x 3-1 2 2 x 1'—O" 31.0 fr LI X1, 1 't r SEE PLAN SEE PLAN SLAB REINF, SLAB OR PAWING T.O. STEEL CTYPICAL FPEF: IVIL I . I o WF BEAM o SEE PLAN I; r :I •' §a l. ' I . x x x x x x EQ EQ NOTE: WHERE ANCHORSit ARE TO BE PLACED N IF- COLUMN FTG — SEE PLAN DOWELS W /(2) w I i t 'I� k I Ij ' #3 TEMPORARY 70XX SPLICE PLATE WITHIN 6" OF P I 1 ?" f MASONRY EDGE USE L4x4x3 8 EACH SIDE E B MTL DECK SAME SIZE EPDXYTp— SEE WITH 3/4 DIA x 4 (EMBED) IIS, TIES, TYP 1/4 / „ „ ANHORS, TYP. EXP ANCHORS TO CMU FOUNDP / FOR REINF01 � I 8" AND 3/4" DIA A325 BOLTS B I � s I / SLOT IH O NBEAM/WEB. INSTALL EDGE ANGLE STALL r DIAPHRAGM TDS1 SEE SCHED BB=B NUTS ON A325 BOLTS FINGERTIGHT III .I;r rI,I II' TYPE 1 CHORD AND UPSET THREADS, TYP. rt,I it P CONIC COL CMU WALL DETAIL 9 TYP CHORD SPLICE DETAIL -- s .03 „_ , 6 TYP STEEL BEAM TO CMU WALL 11 SII E t /4 =1 -0 — s303 „ _ 3 SECTION I SCALE: 3/4" =1 `l S303 SCALE: 3/4 1 —0 S303 __ SALE: 3/4» 1 ,_0» Ihlit., tr, 1 � IIS I:Ir I " III '„�:. 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RECO S 1-1 EIS I I (1 i k 1 il� 1 EXta � WALL 3 1-143 WORK AREA 1-1 N r�l t p INTERIOR OF o AEON I WALL U U -350 1-145 Y 103 (r s 11 2INCH CMU LL,TOP OF WALL o YL y- s t 10-0 A60 PINISHED GR4DE, k bus L DRAUaNGS FO1-10 R REINFOR NO,FINISH-ripaC T ° ° FI6ER Car ' s SHAKE TNG AT EXTERIOR,PAI TED CMU AT o OR t1'Pi LOBBY " 1 ` .` 1 EMERGENCY GENERAtOR ��FliQ // 1-101 ' '` � ,i ENCL08Ula'�,SEEELEGTIRIGAL Pti r kt' is i:. 1ST FLR. • 4 C2 �i' / 10 s ; 1'ftANSFOR PAD Ii: DOUARM, IL " ,1, ; k . • CNL NGS 60 04 IQ 6PEGFK..A110uS ° A-2.01 i �//�''i � li w Is�� OVERALL ---- �a 4 -- < / F1 s ( B1 i o ENLA PLAN 1 PLAN r 1 i vl� ' s NEW CONCRM POLE AND WS. — -tOB f k i I LIGHT PX1U�,SEE GVL C1 I ( DRAWINGS POR LOCATION t = I n t Ni 1. ita r I' j t • ° ,�x ' -i I x •y`.� ! FIRST FLOOR PLAN I � - k g1 SCAL.E. 1/8' - T--p' It y 1� mom t � , F r X 4 5 6 78 ® 10 1 1 12 13 I 14 GENERAL PL iAS yi ,, l DO NOT SCALE DRAIUNGS. I Ipi,r II 2.REAR t0 WALI.SECTIONS i g 3` ii. 4 4 at j t I. � � � ; A B C ESI i 4 t i f ' i 1 11 d c PLUMBNNG 4 6 �� SE ACCESS -5�0 I jl � , I Co FIR ( I I PLO — $ � ".NCRM OWN E - UP 1-1 RISER ( I ) DRAIN — I 1-1 PROP. E D. i , I 33 O ELEC. 'f OFFIQER I, I II< b ROOM STO OR 1-13 1-131 R' MALE — W6 t I 1 2 3 4 0 1- CELL 13 W5 W5 W5 c 1` { W5 W5 W5 j o TACTICAL 1-12 FLOOR 1-12 v Is. "t 21 -0-v o DRAIN I �I ' � $TI�fICTURAL I W4 TUBE STEEL REFER t0 W6 iia 0 MA CL W6 STRUCTURAL DWGS. {I aI 1-1212 BOOKING BKG. MSI Ia D 1-124 i I. ggOyE JANITOR C-12 r W11 ' SALLY DORT F 1-135 p V5 1111.100 t l �k3 1- 34 1-130 W3 I I I W6 I( , FLOOR SECURE 1, . °tx a,, L1 W5 DRAININTERVIEW VEST. 4 1-1381 1-125 f-ill 31.01 21 411 1 W6 6{ I , W5 W6 1-12 21 I , co 1-136 1-1 FLOOR � � 1 + ' / FEMAL$ 6 CELL I •r 3 W W5 -137 SW1 m F OOR - I r -- DRYING p 1 1 I = ROOM I 2 Ir - --- - - - - - - - - - - - - - - - - - - _ � 14 0 12 1 0 _ � � II �{ I I I -� �"u4i�ITGAGE c� 1-148 CONMETALG WMN ,4p4 CRETE 5,�„ I I wltla�I/�j 6 CO RIGID BO RD TYP. LLA cul-Oou 2 0 1 0 7-0" 2'1 1 Imo'r 7.2 17.21/7' 4. A-2.02 .� g = UPI `� a o Q I M4 I M4/��yol SPO i C-111 1 1 3 4 6 6 1 8 I I a — 'i I 7�V2" C2 O - - - -- - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - CONCI eALGL�4RDRAIL81'STEM ARMORY � COLUMN BA813 OF D1:SIG1�MctJICNOLB a 1-139 RECTANGULAR BAR GRATING i AS ep5c ED".U-K0. \ Q h� , BO RD tYP. . ' LLA / �1 ,VE ; I y 6 �I F II 1 i I ENLARGED PARTIAL ry'' FIRST FLOOR PLAN EL fi �I SCALE. 1/4' - T-V GRAPIaIC SCALE: 21 41 �l I1 P� k al y Cly f fi 3 , i ! , it E I =I � ' �` 3 4 , 1 2 , I'�k 1 r 5 6 7 8 10 lit 11 12 ltrk �� 13 14 id, D D.5 E E.$ F H H H•4 � L DO NOT GENE SOA LPL D j gyc kla I� '� LE It MASONRY,FAQ OF GONCR it gh —, l - 4 � 2.REFER TO WALL SEO110NS i r 1 Jiff; , ` I , f i� ff s ) C3 _— 1 { I f r'x1, ) EXTERIOR F_-A - - - - — — BgE9K�REA— — C4 C4 5B Xxxxxx 1.3 — — - - )R 1ir 1 124 i t, III� N _ I W2 f p 1 12 (9 3'BENCH TII CD I' CLOSET BREAK RA. I 1-119 2 ABOvE tl �; FLOOR A �� _ 1-12 9 DOOR !F DIR1IN — W4 MECH. RM. FILE FILE aO 1-118 1-111 1-114 I 5q I MAL W6 I 3'BENCFI CE _� 2 I 1 ,. b i 126 Pda" `* LOCKER 6 11 6'-10 l :91-123 6 = W4 W2 W2 , �u n — W6 fi I I 16 I LT. LT. I I LOCKER I , W2 r. 4 1-116 � 1-11 I BRIEFING 1 120 r 1-12 W2 R SECURE 1-110 M- ' 4 3 2 1 4 W4 STO . � I� , ♦ � � A-5.01 I i 1-1 3 X . wi Tom. „ r-r' W2 w2 -r 24 DR. r-T W4 4W8 1-11 -530 FTT A. (CLST A. WOMEN 1 l A 1-11 �—110 W WOMEN _ T MEN II 1 12 241' 1-122 1-121 r-7 4'-im° Rt; 48 4 ME 6' tt-0 1-110 6-fY / W6R .fir 1 1 I `<_ - 1-121 24"DR 10 ITT it OR FLOOR h-0 4 r-6 ° F 5-f �-- W6 W2 vz f - 3 - PATROL SGT. of NI_SEX .1 `A HUB � � W41 A. 4B 0 ��'. 6" ® b.. 1-11 1-111 1-10 T-0I/2.. W2 34V? T'-7' 3' 77q 7 SAY. .1 Z, C4B a'' Tm A.7 '9° :o ��'. °° 6" " �, COMM. ci 1-12 1-12 rA 1.01ROOM. 1 x :�► J 1-108 WIle � `1P I � _ - r E is N �s, `i retie ° e ` � ,##, �i' iqua � ��� l( E' -t' - 4'-T' -520 5'-S, S'--�' ¢, 9 / / 1-11 STEELCOLUMN 1-109 2 j W:STRUCTUR41. NI � ;.I °`° '� CORRIDOR 2 — �{ FS I pp Ufa+ h4 � , � - w2 - v I I_j `. k D PATCH J 1-10 I 1-140 1-14 O O 1-106 / � j 2.4 � / BREAK RM. W1 0 1-139 " I � � f 1 �;, a I I ELEV. EQUP. _ �i'aa , 1 144 IJ / 2 � � � I J 1-141 3M 2B 8 1-107 r 'ICER - - - � E ARMOFY JL �, -8 1—; 3 — 3 t.�, . A /� QTR. MASTER I I J / 1-140 / / � \ � UP CORRIDOR .RECSUPPLY � / �� / / 1-1 10 A-0 F:E�OOR � 1-1 W 7 / 1-14 I I 146 ty2 A-52I VEST. I �g 1_ li JUV. FILE ,p / / / 1-105 STOR. / 1-143 M�a�lha�r ro,6 SAFE ROOM F5 71 �� 15 M. A-501 RECORDS WORK AREA -530 OMEN [ 1-145 1-t 103 1 1{ N ` .. TA. E 4 I (py@ 6 f& A.1 i I L {� E � W1 MEN TO o ' 1l' � 1-102 ' �f Ii, � If 7r I�,`,,yb W LOBBY' �T' �111 (E C 20 F3 / i � A-5�01 F C1 A 14 / it ENLARGED PARTIAL FIRST FLOOR PLAN SCALZ 11,C - 1'-0' cSCALE CJ / R r ¢' � s 1 i f � 1 ' I � r i • ', f r -.Y ada..d5ylinn ... •R w � ➢ I v`II ti II � tttt { II; I "1. 10 11 12 I .i 1 2 3 4 5 6 7 8 9 14 dk A3 w; GENERAL PLA ENLARGED PLAN 1 1 ENLARGED PLAN t-DO NOT SCALE DRAWINGS.A _ 1U� MASONRY,FACE OF CONCRET —1.02B " I s 2.-REFER TO ENLARGED PLAN! ➢ I ' U � INFORMATION NOT INCLUDED IN 3-REFER To WALL sEctlouS Pc i 1 „ ,f ➢ f I L. 4-SEEPLANFORALLI�RERAT o ' I I j`• b I 24-6n-e I S-m I -�� S.m -m 15-m S-7'LJGHT GAUGE METAL FURRn oe, 10 „ „ �, „ „ „ „ „ „ II „ ,� II , „ ,.I 'a�k �k 11 13 I '�� 47 T-4 Q-8 5- 1/2 f-11 T-4 2- 2.8 -4 T-4 7- 2-8 -4 T-4 2 7.8 - 29-4 7 -4 2 RIGID NSULATION,UNLESS NC IE I, I f ' � g ,' i 'I i;;➢ I, I s I PLANS POR DETAILS. 17I K9 A/M I j —3.01 A .OtA 02 OPENING I I I - -- „ ----SECOND FLOO SLAB22,xI8 — --- -- ------- — ------ — --- -- -- -------------------------------------_-- i ._._—.. I I K VID NCE C4 I ( C11 C4 C11 C4 C11 IEl ST RA I ( I I I MECH. _ -12 I 2 119 ELEC. I.T. SERVER ... 11;e I {. Iz �� € i�I I'I� I I I I I I I I I I 2-11 -105 SGT. C1 1 i I 2-118 CHIEF i f ➢+ it I L -1 L � _L _L _L _L _L _L _L _L _L _L � 2-104 r. 2-113 0 I — � SUPP T 8 � rMOi 2-12 2-12 C-12SERV. LT. I 'S 1ti NARC. I I � ..., j...., I 2-1 8 I E.O.C. 1fR0 104 2-12 2-1 - 2 11 2 11 2 108 TRAININ I - 1�. "''➢ 2-123 k I I EVID. 1 �REAK 2-10 SECURE —{— — �5 WEAPON TOR. TRO STOR. C8 ( WORK 2-1 �n i I, I Q 2-111 STOR. „ I ! � . � 2-121 -120 2-109 2-10 'I I !'v I 2-126 — — 1 Cdr P IXX f� o BREAK COMM. 2-103 ' f-0 I � o I 2-111 — I;i,, LAB O 0 ROOM 2 1 J I I , O� 2-11 11 I 2-106 I ( — � / —iI A01EQU 2-12 IRPL1 2-11 A V STO . 2-110, 2-102EVD. � - '� ------ ---- RETRVL a W14 XX EVID. STAJLR ti .. ..... .. I i K-7 12-10 2-106 — — — — i 2 2-0 1 'I CONF. M. i ADMIN. 1 NQl.2 2-1 5 AST. klJ I , DROP ' E i i S 2-13 1 i i I 2-11 I 1 I I hIIS — a . I _ u v a a A r r s w o a ➢ .r I I e » a a n u S1R-1 STAIR N '� m ,I Ir'➢ ' b� I �, , - I 2-12 �------- ----� 15 DN � jV15 5 2-115 02 NO.1 INVESTIGATION A_ f 1� l I L3 r r ;� i 2-12 YAA ANIMAL 2 101 I CC NTROL 12 � • k L�IsJ — I ' 4 L5 I STOR. I STOR. 2-12 -130 I CO RIDOR C I 12 ' i 2-128 2-129 2-130 -131 ,OW I ➢ { — -- — — — — — r i, Ifk , IIP 3 t , C9 C9 d d C9 ((9 9 C9 c) 0Cy ORD I1�� L— \5.— --------- AIM / -- --- ------ — -- -------- -- ---- — — --------- -- --- -----� — ------=J ---------------------- ----- —Aa7— ----------- \----- --------- — I, -------------- RO IN TYP A-aot � a / vvv I I I I I,7 I CC}yGio 0 ROOFDR4N, 1 1kf �1 I I � l +�C / i�� , " �f ii':. � ➢, �►,� € I , !:I°sI _ A-3.01 �` , � n " �,• w �1 lil � � 113 10 C' ll• f >� i� ENLARGED PLAN 1 � 1 ENLARGED PLAN / ~ �A)w —t0 ORD 1 I GI C 1 ST FLIP. I 1,t � =IMI, � ➢ I € s I I � \ / li I � ' ` � 1 u,, �II �; ,• I' � � \ 202 I WALL TYPE W-11 '( � 1 II ( i I '� ➢ I, �l I. 1 HOUR FIRE RATED SE s it I I d I fid, F1 " 1 7 C1 F2 , I , s' t Ij , :�.� � � 4�1 •h d I - SECOND FLOOR PLAN tiC 1 1f ' SCALE.1/8' - 1'-0' , E1 f WALL TYPE W-10 SOUND WALL I , l l i i l lI i .1 4 AL L TYPES TO DEGC AS REQUIRED , I I METAL DECK U�THt 20 GAUGE METAL STUDS CE TO DECK AS REI p NSULA110N AT RESTROOM �; r �'• a.l � I�I ' _ . , : ' � A STUD TO MINA AT 8AT'R L TERMINATE . . WITH MIN.20 GAUGE METALATUDS FUS STOMSING TYPICAL ALL TYPICAL BOTTOM OP STRUCTUI BOTCO O 7RUCTURUi I ; ` METAL DECK,TYPICAL CEL + ( � 1" ' �I 1 CEILING SYSTEM AS PER REFLECtED ING SYSTEM AS PER RlEFLECTED CEILING n iN PENETRATIONS I, CELNG PLAN -" 3 5/�"OR b"METAL STUDS®16"O.C.lT0 WALLFOR �Ifi` V ➢ i I i 4➢ 'k'' + I, I SEE PNNISH SCHEDULE POR WALL FINISH cE�NGaYSTEMASPERREFLECTs� I 3 5/8"OR b",18 GAUGE,METAL SPUDS 6 CEILNG PLAN 5/�"TURF RESISTANT GYPSUM I RLL ALL , , S�S DWG.S �, „ WAwAoARD FDR NG 3 6/8",b 01@ 8 METAL STUDS,SEE PLAN 8"RENPORCED G.M U. 1 U CUREt ® 3 6/8",b"OR 8"METAL STUI?iS g Ib"O.C. POR SIXE, B"O.C. YPSUM WALLBOARD WAI�XtBNDBD MINIMUM b INCHES = Agr - . 5/8 6' IHOUR TED DECK BOTH SIDES �TO EACH SIDE „ SGHPLE all C.M.U. 5/8"GYPSUM WALLBOARD TO METAL !TO DEGC? $/8"TYPE X GYPSUM BO 5/8 TYPE)C,GYPSUM WALLBOARD NON-TH14T CHANNELS TERMINATED V ABOVE FLOOR 0 ABOVE OF STEEL STUDS BA�NSULA110N,TYPICAL 6/S GYPSUM WALLBOARD ON 1/S HAt I WALL PROMs �Itil SECURITYMESH-9GA EXPANDED DRYSic WETSIDE Iwo 911L DIAMOND MESH BATT INSULATION AS RECp SEE 0 HIGHEST POINT OF CEILING PLAN BAS*M CISH SCHEDULE I CEM�s 'f EM AS PER REF �s,� : I, ! �' BATT NSULAtION AS REGIUIRED,SEE BASE PER FINISH SCHEDULE FLOORICINISH PER � GELNG I I Wri,E BASE SH V.+NE ULE BASE PER FliVISN SCHED ji BASE PER PNISH SCHEDULE PLAN FOR LOCA110N a BASE PER FINISH°aCFiEpULE FLOOR FINISH PER F1NBf-I p FLOOR FIIJISN PER FNISH SCHEDULE ' §' W-4=MOISTURE RESISTANt Wl:1 SIDE; FLOOR FINISHPOR FINISH SCHEDULE FLOOR F LUSH SG�lDULE FLOOR FINISH PER FINISH SCHEDULE X GWB DRY SIDE � I, f I y UJ-4A=MOISTURE RESISTANT GWB BC9�H 8� UJ-2A=GYPSUM BOARD AND BATT INSULATION UP t0 S1'Rll� OT °E I, ' W-2B-GYPSUM BOARD ONE SIDE UP TO STAJR,NO BATT. W-48=WET WALL ONE SIDE ONLY,NOOw� HeRSIDE I W LL W-1 NOTATED SEE PLAN WALL TYPE W-2 WALL TYPE W-3 �•�•�•� WALL TYPE W-4, W-4A, W-� WALL TYPE W-5 WALL TYPE VV-6 I WALL TYPE W-9 ECURITY WALL - METAL STUD WALL TYPICAL METAL STUD WALL1 HOUR FIRE RATED STUD WALL - UL DESIGN NO. U 465 WET WALL - METAL S D WALL CMU WALL REINF CED - CMU WALL IRALLISTIC STUD <1 , �� , ', r➢ « 6u � I I , ➢I I��I i I� I J I �I➢ �I� £�Ail illw e, v i i t Il I I&J"111Magi E! 1111 I . 13 I 14 2 3 4 5 6 7 8 9 10 11 12 L GENERAL �' � fi s �'a - � I i DO NOT SGALE DRAIU i fi; t k I MA90NR'f,FACS OF CC 2.F01 TO WALL$WTI k ' 1 r I k 1 V I III l,,ar i i A B C C.3 D W w [¢ J J I Ii I p ( I N 'rll � t' � � � � li� I• Q Q j � I I � P NIN fN i — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - F— — I LINE L2 I I k, I4 , z I r w2 Kfv -C-1=9- I BULKI EVIDENQE I I I I I I MECH. 1 I s k f � S 0 RAGE I 2-119 I —12 2 ,3d 11 � 1 I I I I I I I I � I of t W1 ELEC. I 2-118 2-11 l J LLI 1 p I i I � -kl 1 Illi I 5 I a r i 1 II�II 2-12 2-11 b ,RESTROOM IG13 Ii 2 W2 2 4 NARC. C V 2-123 W2 2-12 2-11 I � .i ' 1.5 WEAPON STOR. W3 ) 7 EVIDENCE 2-121 2-120 — I, I WORK W3 II i II { 5 I 2-126 2-12 II II c 33 5 1. k II W1 I1 G I I . I 4 1 d I W2 W4 W1 A. I 1 � III LAB W1 W3 2-11 I� k t I W1 12 2-12 TR00 00 � I l EVID. I.R � 'FI�i i I � w1 w2 � � I I RETRVL W1 STAIR 2-126 EVID. N0.2 I I ' tk 1 I $ 9 A U DROP ran 2-13 F 64, 3i ik 18'-3" I I �- sSi it a I I - 2 ALIGN q I CR- 24 23 22 21 20 19 9ib 6 4i 4 I lip9 W5 o w1 2-12 = I3 — kn 15 rt I _ DN I I fi >tD u i ; 9 I L3 JAN. SII ani ';I II 2-1 - - - - - - - - - - - - - - - -- — 3 1 I ANIMAL — II1 �fi 2.4 — a CONTROL 1I1/T W2 Ik a .III I � �, � r I• I� I W2 °° 17-nVT �.4" W2 2-130 k o ;1 I AOR. X STOR. -501 2-130A-501 ABOVEI N12 2-12 gI R I , „ 1133 1 I I I i y ig II gni I I LINE OF ROOF OVERHANG I I 31 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I lI '1 L_ - - - - - - - — — — r l f3 w w U U nl c I�1 �I I F— F— s I 1 I k l l IC , II Y j{ All s Irl r i I a�� k , iM ENLARGED PARTIAL SECOND FLOOR PLAN i sc t.,-VIC - 11-w V,aPRC;sc". 2 '' II 9, f r I 1 2 3 4 5 6 7 8 91 10 11 12 13 14 15 I.DO NOT SCALE DRAWINGS.ALL DIMENSIONS ARE MADE TO TIDE FACE OF MASONRI',FACE OF CONCRETE,FACE OF FINISH STUDS OR GRID UNES U.N.O. 2.REFER TO WALL SECTIONS FOR EXTERIOR WALL CONTRUCTIONa A G�� 'C G •���\'CSG 5 D D.5 E E.8 F G H H.4 J G�o ' B Architects and Planner. r I.S.K. Reeves V, F.A.I.A Kevin Ratigan, A.I. W w Ian A. Reeves, A.I./ z z J J owles Ave. M v Winter Pa k,333 N. ,l Florida 32789 f- Q ¢ (407) 647-1706 I I ( I I I I 1518 Hendry Street Ft. Myers, Florida 33901 - - - - +- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - _ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 239-461-3944 i Corporate Registration No. AAC001197 12 X20 C ._._..-_..-_ _. _. _.__._...__ _.__ __..... ---_..._._.__.___--____-v. �...._ -----.-._------ _-- r F— I _ I _.__ -` C4 C11 C4 C11 C4 C11 C4 W2 O O O I E O O O O I ELEC. I.T. SERVER 2-11 2-118 W2 2-105 0 SGT. CHIEF W2 2-104 C11 I D I� _ 0 I 2 11 r. I i � I � I i 5 Y4 7-5" 1-2" 740, -�d 4'-3.. �� W4 CIL i 2_11 SUPPORT I ,RESTROOM SERV. LT. 2 W2 2 W4 I 2-108 I I W2 iE.O.C. / I W2 I W1 I W1 1oa ( 1 5'-3" P-6" 8" 2-11 2-11 2-11 ITRAINING W2 2-105 I 2-11 i; 2-1� j 2-107 :o T . W1 ' I � / 2-11 A BREAK 1 2-109 STOR. URE �' 15 I E SECURE x.20 = 7 A. W2 O 2 109 STOR. 2-1 o - — A.1 2-103 G ;° o BREAK W4 2-111 1 I 4 o I �Q W2 COMM. VV2 W4 I 0 Ila ROOM 2 2-11 I � •-- � 0 ' W' EQUIP. I - I I I 2-11 TROO / W2 gyp A/V STOR. ,•� -1 — - - - - - - - - - - -i / 2-110 2-102 2-10 W24 W2 W2 2 = I F - - - - O 1 I I _ J r Atlantic W2 ADMIN. 2-10 2-106 � I I ASST. b" I beach I I CONF. R I 2-11 I 2-11 I 2-101 8-9 6.3 5-9V7 2-IPJU16 T IOC 4.7 3'�N Police w3 Ir- I Department --t w2 I — s>R-1 = AUG .� AUGN i c10It Of I 15 ,o W3 O � 1N STIGATION IO G Y L - - - - - - - - - , 5 Atlantic Beach STAIR r� W3 NO.1 I 2-, 2 1 F _ X90/ Construction - - - - - - - - - - - - - 1 —I W2 12 -aa1 Documents L — I _ Architect hereby exp RRIDOR - I . 2-131 I \ I I 30 I iiQ I X \ I reserves his common �2 +I copyright and other pr( Frights in these drawings. 3 drawings shall not be reprc without written permission H consent of the architect, nc �'� + + �� -� I tthey to be assigned to any 1, �- _�. --- _ t -- • r6,V�I�on and consent C9 . C9 9 - `\ - - - - - - - - - - - - � - - - - -- - - f--f-' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - � - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - -�- _ - '�-'. -+ - LJ LLJ • sheet title Z i ", ENLARGED PAF SECOND a FLOOR PLAN • scale: AS NOTED • drawn: DRAWN BY: • checked: CHECKED BY. K • ROVED B approved: APP PP • date: 06—02-11 ENLARGED PARTIAL SECOND FLOOR PLAN pro no.8 -09 SCALE: ' �'—Q' GRAF�NCSCAL}•S T 4' 8' I6' P J i i • sheet A-1.028 1 2' 3 4 5 6 7 8 9 10 11 12 13 14 15 A G�5 S2 S2 S1 G . _ --------- 1'7 Architects and Plannf F_ B CD O �rll I.S.K. Reeves V, F.A.1 vin RatigP�l Ian A. Reeves, A.I CDI � i.. 1 333 N. Knowles Ave. 2L I r �_ lr' L ,_� -� Winter Park, Florida 32789 I _ (407) 647-1706 - 1518 Hendry Street Ft. Myers, Florida 33901 j E`� 239-461-3944 �� T—� -- — --_-_—� 1 Corporate Registration t 9 No. AAC0011 7 c; �- C I _....W4 3 IDR _..._....... -� 2 }._........_._4 _ _ _ - - -- — - TT I" =� 11 14 13 ------------------ LE ---- ----------- - a 20 22 2 20 24 20 i - - r --- II �, 6 I_J 6 ( _ .. �� i � p - -- - 0-----------------0---- NO SHADE AT THIS LOCATION'` 1 11 Oil�5 // j / f/ t `�; j 'IST <1> / / S2 12 �. ., < �, 1 / ` 1 f r 18 f l 1 1 10 15 21 �� % 22 ✓I .�/ NQ SUNSHADE A T JS LOCATION 20 19 11 S2 25 RE QNSIBILITY MATRIX LEGEND F • S2 �� /'� NIG.. 0 IN CONTRACT Atlantic `\ F.B.0. BY OWNER Beach pf F.B.C. BY CONTRACTOR INSTALLED BY ----- ------� IB.c. OR . NO SHADE AT THIS LOCATION IB.O. BY OTHERS Police Department p City of G EQUIPMENT NOT SMJWN IN AN Atlantic Beach S1 IUNDOW BLACKOUT SHADING DEVICE with MECHQ�•SHA DE tOTAL BLACK DEVICE AND BLACK OUT SIDE CHANNELS OVER ENTIRE ° BLACKOUTCHANNELS OWA,Np -M,ANUALI.YOPIRRATED 90/ Construction S2 UJINDOWSHADINGDEVICE MEG-04HADE AOFFICE M 0OU -UNLE88 NOW OtM�IUBE-NOT SNOWNINPLAN- F.B.G./I.B.G. Documents MANUALLY Architect hereby ex reserves his common FIRST FLOOR EQUIPMENT PLAN copyright and other p rights in these drawings. SCALE. 8 T-0 ' g g u GRAPHIC SCALE 4 8 3r drawings shall not be repr 9 P without written permissioi H consent of the architect, r i they to be assigned to ani H — NT [MULE SEE SHEETS A 1.07 ANDA 1. 8 NOTE: � p �to M ,cH,awic,a�sc Dur. FOR A�.i.r� cls, uIc,�i. auiPM Nt. ���P�.uMeING FIxfiUs SHOWN ON P�uMsING sc am. , r8wg&f' Dn and consen EGLNpMENTNAI"E MANUFACTURER MODEL NO. ADDITIONAL INFORMATION / LOCATION RESPONSIBILITY NO. EQUIPMENTNAME MANUFACTURER MODEL NO. ADDITIONAL INFORMATION / LOCATION RESPONSIBILITY NO. EQUIPMENTNAME MANUFFACTURER MODEL NO. ADDITIONAL INFORMATION RESPONSIBILITY S INCH WIDE,LOUVERED DOOR,16 GA CLOTHES 96 X 241NGH-18 GAUGE STAINLESS STEEL X Ol LOCKER %NNSCO QUITE LOCKER SINGLE TER BAR,HAT SHELF,SHOE SHELF F.B.(2•/I.B.G. 15 WORKBENCH W/BAGKSPLASH - - mo(O I*1-139 G CORM rrm 71111???1???7719 VOICE AND DATA CONNECTION F.B.0.✓1.B.0. 16 TACTICAL.LOCKERS TENNSGO QUITE LOGGER SINGLE TIER 2A I}�W1,LOUVRED DOOR,16 GA,CLOTFES BAR, O SHOE SHELF(6 TOTA ROOM 1.130 Alunn�rr i�wsr+-neonrc Acaee ONLY-?a ane°WAD/,ee v�°►�+-� HA'I' LF, L) FIr ORENCE 4 1ANiAL MAL60XF6-COMPARTMiNT61N VARlouB GOt�164RA710N8.6� O ( TITY 2)-STAGGER HMrsHT ON WALL PER MANUF. 31 J 3G MAIL I60XES MFG.Co. 160m S6TEE8 ,�„� F.B. ;/I.B.c. 17 BIKE HOOK WJFAR10NG.COM WALLHOOK R MMENDATIONS • sheet title ® REFRIGERATOR WITH XER E 24 6CU FT,NR O PTS2SLHSBB BULK EVID.RLEGk.IIRE3 TEMP.MONITOR/ALARM F.B.C;/I.B.C. ,8 24 X 601NCH WIR1 SHELF BUYRACK AH"024-84W ROPE s F.B.G./I.B.G. 32 FIRST FLOOR W/ice tOP INTERFACE,SECURITY CONTRACTOR TO PROVIDE O - UNDERCASNOT MIGRO"YO F B :/I B.C. 19 24X 48INCH SFEt.F BUYRACK A4 4824.84W Rod�M$1-� F.B.o./I.e.c. 33 EQUIPMENT I�OVIDE IN ROOM s 77 RG�A1s 1-77 PLMN © UNDERCGUNTEF WWAIRAT - F.B.C,;/I.B.G. 20 24 X 361NCH WRR SHW-F BUYRACK AHS-3624-84W "amw BAR 48 INCHES A.F.F. STD.EVD.LOC.KER-01,03,06,0�,ANDntQT1'OF2) 24X481NGHURESHEt.F-UTHCLOTHES'BARe48 ROOM n O7 EVOENt:E LOCKERS•LASS T �JPACL:SAVER DSM -REF�ICiERATOR MODEL-R:+D�4-4 F B ./I.B.G. 21 BUYRACK AHS-4824-84W F.B.0./I.B.C. 35 WCHFROMBOTTOM "014HESBAR e481NCHES A.F.F. • scale: scal e ® HCH Y EV1DENc ST DIRECT LINE SPACE PRO MANUAL SYSTEM,CONFIGURE WITH WT SHELVING- 22 12X36 INCH URN SHELF BUYRACK AHS-364$4W F.B.0./I B.G. 36 • drawn: DRAWN B Y: s PING LIFETIME WARRANTY-CITY TO SELF PERFORM T p,g. 9G STS DMT LINE SPACE PRO PROCU NT PROCESS AS PART OF" 23 2 X 481NGH LURESHELF BUYRACK AH6.4812-84W F.B.0./I.B.C. 37 K • checked: CHECKED B TWO-"y1=TgONy(''=N -TOP ELECTRCALREQLNREMENT$-16VAC • approved: APPROVED I 10 C.R LAURENGE GRL-TTU3 F.B.C;;/I.B.C. 24 2 X 60 INCH TURF SHELF BUYRACK AHS�6012-84W 38 COMMUNICATOR SATIN ANODIZED IP,LISH d St�nbsa Non-Ricochet Leval 3 Bulbs • date: 06-02-11 11 42 X I1 INCH A WORM SJ0QAG1 UW g M4 UWR YSTEM M1 SPACE SAVER OR APPROvED EQUAL F.B.�./I.S.O. 25 NON-RICOCHET-DEAL TRAY G.R I.AURENCE B RT312 Re W x D x 7'H Drop-In Deal tri UIIR STORAGE UWR BY SPACE SAVER OR APPROVED EQUAL-WITH • project n o.821-09 12 4�X M INCH ARMORY ST''�RAGE SYSTEM M4 U1TH STORAGE SHELVES ROOM s I-139 F B�:/I.B.0. 26 DISPATCH OONSOLE - E NG EENT P.B.O./1,115.0. 40 13 LJWR STORAGE Slow ROOM s 1-139 FSYSTEM .B.O�•/L B.O. 27 41 • s h e et A-1.07 14 SHELVE6 WITH STORAGE UW g M4 WITH SHELVES ROOM s 1-139 F•B.0./I.B.0. 28 1 2 3 4 5 6 7 8 91 10 11 12 13 14 15 A Opo"IN ------------------------------- ---------------_.--------------------------------------------------------------------------- --------------------------------------- -- -------------------- ---------- B --- -------- - ----� r - ---------$ECONDFi.00R - - SL4B 2Tx18" L6 I B K VIDJCE ST RA I I I I I I I MECH. — I 0-rp _12 I I I ( ( I I 2-119 1 ELEC. I.T. SERVER i � I I I I I I I I I I I I I I I 2-11 2_105 I LJ L_ _L_. � � � 2-118 CHIEF SGT.r- -T- 2-11 2-1041�e I I \ SUPPORT ��O — 2-1q� 2-12 2-12 2-11!� SERV. LT. 2-126 NARC. 2-108 TRAINING W13 i B Architects and Planner; 2-12 2-12 2-1 f0 - 2-11 -113 2-108 2-105 -1 I I.S.K. Reeves V, F.A.I.A STOR. O SECURE I A.I. � EVID. � WEAPON STOR. 1 � REAK 2-107 I Kevin R a t i g a n, 2-111 STOR. I Ian A. Reeves, TR00 2-1 A.I./ 2-109 I ` 2-0126 i � - - - 2-121 2-120 O - 1 REAK � 2-10 I 2_125 r I EB 2-103 i 333 N. Knowles Ave. ROOM 2 i Winter Park, Florida 32789 LAS 0� 2-11 I' J 2-11 2-106 (407) 647-1706 -126 r- - 7 LL-E25 2-11 - I EQUIP. I 1518 Hendry Street EVID. r �- — J I �� r------------ 2--110 STOR. 2-10 Ft. Myers, Florida 33901 b 2-102 239-461-3944 RETRVL i 2-126 2-125 2-12 i i 2_10 2-106Corporate Registration No. AACO011 7 EVID. STAIR I CONF. RM. i ADMIN. JAN. DROP N0.2 II ASST. 2-12 2-13 -- i 2-11 i 2-11 12 i C • STR-2 u a a �m y r r n r r K D Q l m t i i 15 STAIR r r rD a a v u S1R-1 -------------------- � 2-12 DN -----------� DN I 12 15 ANIMAL15 2-115 - N0.1 INVESTt ATION 2-12 CONTROL _ _..._. — 2 1 12 'e a � 1101 L5 I STOR. STOR. 2-130 CORRIDOR ADM i 2-1282-129 2-1 2-130 OPGNtO d , e 2 I 2-131 BLOW I O e I I I _ I I _ 0 --v-=�,�--------- RO tYP. A ------------- ---------i-- --- -------- ------------ -- *�, j OV�.OWROOFDRAIN, \ a O ORD \ 0 8C 1ST FLR. ��4a, J REPOENBILITY MATRIX LEGEND F Atlantic beach N. I. C.. NOT IN 0IS !TRACT F. B. C. FURNISHED BY OWNER PoliceF. B. FURNISHED BY CONTRACTOR I. B. C. INSTALLE Y CONTRACTOR I. B. 0. INSTALLE Y OTHERS Department City of G EQUIPMENT NOT SHOWN IN P N ►tlantic Beach S1 DEVICE with BLACKOUT MECHCl SHAD OTAL BLACKOU S ADE DEVICE AND BLACK OUT SIDE CHANNELS OVER ENTIRE F. B. C. / I. B. c. 90/ Construction GI IANNELS INDOW AND DOR + MANUALLY OPERATED S2 WINDOW SHADING DEVICE MECHOr=SHAD ALL OFFICE WINOWS, TYPICAL - UNLESS NOTED OTHERWISE - F. B. C. / I. B. Documents T SHOWN N LAN - MANUALLY OPERATED SECOND FLOOR EOUIPMENT PLAN r-cese itect hereby expr n reserves his common copyright and other pro sCALE� 1/8' ■ T-0' GRAPHIGSc". rlights in these drawings. &awings shall not be repro( without written permission H consent of the architect, no 1h e to be assigned to an t Y 9 Y • rg�fg&1Wn and consent. I sheet title SECOND FLOOI EQUIPMENT PLAN SCCI scale • drawn: DRAWN BY: • checked: CHECKED BY: K approved: APPROVED BY • date: 06-02-11 • project no.821-09 • sheet A-1.08 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 A I X13: „ �eG A B C C. D d' .5 E E.8 F G H HA Ja JG�\ ,(� G . 1E ' B Architects and Pla I.S.K. Reeves V, F. Kevin Ratigan, Ian A. Reeves, I I I 333 N. Knowles Ave i OPENINGIN � I � I I ,q:1 SECONDFLO R CONtROLJ0INT CLOSET Winter Park, Florida 327SLAB22W” NP, 1-119 (407) 647-1706 L1518 Hendry Stree 1 — — — FIRE 133 ELEC. PROP. EVID. � ` g�6 - _ — — — — Corporate Registration i No. AAC001197 1.3 1-13 131 1�1. ` Ea Ea 1 2 M L �I EXPOSED � EXPOM11ML I 1 : MECH. RM L E FI C 1 30 EXP 9 LOCKS �r 5�6. 800 . B �.. LOOK* I I G 1 �/� 1: 16.01 E -11 S 1- A E . 5 JANITOR EQ.SALLY T E 1-1 5 N-T' u� SE E ST: 1.5 EXPOSED VEST. 1 1 . r r-� a:: E _ _ 11. 1-121 I EQ us. D t'�„ WODA Ea Ea '' 1 2 =121 H 1 111 _ fid+ :` RGx: , �0 2=9 .fin; DR NG MAS 4: it I ROOM. 1 2 — — - — — �- c -1 4 _ ------------ A 10 - 5 4 — — — -- -_ -__ ' / _ 2:' 6 2.4 5.10 I , tio: EV. EQ P .: $ 3 ° E FF __ -- -- ---------- ---- �O � 3 Ea E 3'-t' �, t--- =-� OR EXPOSED E ® S . VES Q 6 R P / �� ' ILE 1 4 5 W R. FORpR6SNUTtERINCEWNG. - A `b 1_ O� FO MANUFACTURER DETAILS POR Atlantic F tALGa17oN 4 Beach ,® g M Police 88Y~ De artmeni ? � City of / G - E x 5 � w Atlantic Beach - 90/ Constructic F1 B1 / Documents 1 6 Architect hereby reserves his comm F2 F3 copyright and other rights in these drawinc drawings shall not be r without written permis / H consent of the architect D1 they to be assigned to wi+hru I+ r@� ib�an and con / I 6 E1 FIR53T FLOOR REFLECTED CEILING PLAN SCALE- 1/8' T-0' GRAPHIC SCALE a' e' • sheet title FIRST FLOOF REFLECTED CEILING PLAT II CEILING PD!,1N LEGEND . scale: sale q • drawn: DRAWN I t U, T LIGHT �--Q--� WALL MOUNTED LIGHT FIxl%ms WWR FLUORESCENT WW MXTM- SIC R11 Y GRADE CEILJ 4 SURFACE MOUNTED �R�cE MDUNTEp FLUORESCENT LJC�t pXTURE-WITH 1N C4 WASH-��.�T''"'�-" ? - checked: CH E C K EE L'� o D LIs1�8 ® M CEILING PER MANUF.SPS,!RESTROOM) o GYPSUM BOARD GEEING CLUNG MOUNTED LJGHt FIXTURE • approved: APPROVE COvEFLU0Ri6�.iN1��•IG�I-IT- .� • date: 06-02- F- C 1WNG REMSED DOWNlGHT FIXTURE ® UNDER CABINET FIXTURE � WALL MOUNTS INDFACT/==T LIGHT � PL.UOR NT HIGH BAY FIXTURE lSuepsnd�cU ® INSUI.ATiED METAL PANEL SOFFR • project no.821—( if"�GiNCY iXIT L1 INDRECtlGRECt LIGHt FfXTURE t Sl48PENDED) RE's URN AIR SUPPLY AIR ® EXHAUST PAN ® 211 ACOUSTICAL.cpIJNG GRID • sheet A—1.51 I II _ e I 1 2 3 4 5 6 7 89 10 11 12 13 14 15 A �I cJ A B C D E E.8 F G H H.4 J J, 0 10 G - cJ��j \� CDe�� i B Architects and Planners B. tt B.Att t0 I.S.K. Reeves V, F.A.I.A. GW A A t0 Kevin Ratigan, A.I.A UNDERSIDE F UNDERE3IDE Ian A. Reeves, A.I.A a STRUCTURE 333 N. Knowles Ave. Vinter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 — 1 239-461-3944 76-01LKr7ENC,:- T b'-0" RaL i EXPOSEDis Corporate Re istration o-MECH. gI �'� 2- 'I� I EGI, 6Q. EQ. - +�. b'-2� 6'=f�: 6Qp No. AA 2- _ . E 1 `* $ - F--o--� �Ci SGT . C 05 B B WO -11 EQ. T� T-m" Ea f f f ;� CP43 1 _ . .. . 3 w P $: IQ 0 ® NA C. l f At TAR A. 4 RE . a:. 2 11: ,t A5 1 1� S Oil ROM Axit116 D ETR d -0" _ EUL ti o .0 M �� � C2 _ � I 2 C TRUL. . $ GFiA ..... . .... A-5 _ C R DOR 0. r. I _ 4 L r ,. . [ E — 3 G.WB.ATTACHED t0 - I ' G.WB.ATTACHED t0 / =11110=OF \ UNDERSIDE OF StRUCfL I STRUCTURE F W Z Z FAtlantic d .4 4 beach Police Department City of / 5 Atlantic Beach F 9�0% Construction � , F1 [documents / / 6 Architect hereby expre re§erves his common F2 F3 colpyright and other prop rights in these drawings. TE• / drawings shall not be reprodL / H without written permission coansent of the architect, nor they to be assigned to any p, D1 r@w�&F�Dn and consent. / I SEC CEILING E' SECOND FLOOR REFLECTED NG PLAN BcALE- 1/8' - 'P-0' GRAPFNc SCALE �' 8' . sheet title SECOND FLOOR REFLECTED I CEILING PLAN CELIIVG PLAN LEGEND , scale: sale • drawn: DRAWN BY: NXPOSND I�UORN MT LIGHI� �-0-- WALL MOUNTED UC04T pXT'URE LINUR FWORESCENT RECESSED LIGFdt FIXTURE- SECURITY GRADE COWNG SURFACE MOUNTED DACE MOUNTED FLUOFASCENT WGHT FIXTURE-UNTH WADI.WARN-FL.UOt�ESCENT LIGHT M-� gEp MOUNTED �-3 LIGHT FIXTURE LIENS ENS � IN=WJNG PER MANX SPEC.(R1�TROOM) GYPSUM SOARD Cd1JNG . checked: CHECKED B Y: • approved: APPROVED BY: CO4 PLUORNSCESNT WCPHT- . d ate: 06-02-11 PARr�DOLIC RllL.NCTOR F- 0 C5104 RECESSED DOWNLJGHT FIXTURE 0 UNC CAE'W Rx%ft � WALT.MOUNTED INDIRECT/DIRECT LIGHT FLUoia�SMT 4GH BAY NXTIM Muepsndsd) INSUL W METAL PANEL.SOW . project no.821-09 NM�4NNGY NXIt LIGHt INDIRECt/DIRreCtLlGHT FIXTURE l SUSPENDED) ' IJRN AIR SUPPLY AIR ® EXHAUST FAN ® 1x1 ACOUSTICAL CEILING GRD /� r� . sheet A-1.52 i 1 2 3 4 5 6 7 8 10 11 12 13 14 15 GFNFRY NOTES t DO NOT SCALE DRAWINGS.ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY,FACE OF CONCRETE,FACE OF FINISH STUDS OR GRD WNES U.N.O. 2.REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT INCLUDED IN THIS DRAUJNG. A 3.REFER TO WALLSECTIONS FOR W(MOR WALL CONTRUCTIONL 4.RE R;R TO SHEET A402 FOR CLEAR VIEW OF ROOF 9PIM COLUMN WN6S AITHRUgANDCOLUMNLINES�THRU6 �C) G •\fie G�o B Architects and Planner m U1 I.S.K. Reeves V, F.A.I.) Z'Z Kevin Ratigan, A.I. Ian A. Reeves, A.I. A U U 333 N. Knowles Ave. B C C. D �' E E.8 F G H .4 .J� 8 KK Winter Park, Florida32789 (407) 647-1706 ' 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 II I ( I I I I I I Corporate Reggistration No. AAC001197 i 'STANDING SE M METAL R � I C DOWN DOWN GONTINlJO — DO ON 4"RGD I TION OVER DOWN SPOILIT , SPOUT CONTNOUS DOWNSPOUT". DOWNW TTS SPOUT E , PA GUTTER SPOUT SPOUT FJ (D I .3 — I D I I I I I I D-5 E 3 F I Atlantic l I Beach / Police 0 Department �F�)S City of G UU MODp=BITUMEN / �I� ROOFING ONLIGHTU 7GHT Atlantic Beach INSULATING CONGR^ETE 4 �) OVr:R METAL ROOF DECK ° 90/ Construction Documents Ayrchitect hereby expr �y reserves his common `r copyright and other prol riights in these drawings. 1 5 R OWTO64V Ill FOR drawings shall not be re roc JLUAII Y=R' I Mithout written permission MN LINl�AI BAND H consent of the architect, nor GLUMNLIt�SS4 IS they to be assigned to any I firczf 131 / F1rb "i'b °n and consent. 6 Cl F2 F3 / sheet title D1 ROOF / PLAN s • scale: scale ROOF PLAN E' • drawn: DRAWN BY: SCA"E. 1/W ' T-O' GRAPHICSCA" 4' 8' 32'won checked: CHECKED BY: K • approved: APPROVED BY: • date: 06-02-11 I project no.821-09 sheet A- 1.71 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 G10 `n� —PAINTED STRUCTURAL STEIL TUBE STANDING SEAM META.ROOF PANELS OVER 5/8"EXTERIOR SHUT"BOARD ON 4' � A-301 A-301NAI.ABLI BASE INSULATION ON METAL ROOF D= A-3.o1 ALUMINUM SUNSHAD�IG DEVICE r0 MIATCH ALUMINUM cuRr -L ASSEMBLY IKYNAR FIMSN WITH CUSTOM COLOW INSULATED MIETAL PANEL FASIGA AND SOFFIT,TYP. PAINTT�STRUCTURAL STEEL TUBI FBER GEMENT-SHAK> SIDING AI.,UMINUM CURTAINWALL TYP."KYNAR'FIMSH- A CUSTOM COLOR U.N.O. PREFIMSHID MITAL COPING __._. - __. ._ _._.. - ---- --- -- - .. .. _ 0.MAS I Ay fillH1EGHr .\�e C- I IT11 11 [111 11 IT 11 1111 11111 11 IT III Lu 1 111111 ITI '�' 4C1.151RINCs HEIGHTIII 111] 11 HH11 [11111 HILTII Till 1 11 IT 11 11 If 11 1 1111 IIITII HITII HI O e Q 11 11 IT 11 If IT 11 11 IT 11 1:1 if if 111111111 1111 C9 C9 C9 C9 C9 C9 C9 C9 0\) O O 0 0 11 IT 11 11 IT 11 11 IT] -1 IT III - IT11 H IT 111 11 11 IT HII 1111 111111 IIITII IIITII 111111 HHII 11111 HH1111 till 111 11 H[111 11 IT 11 11 IT IIIII Mill 111111 1" 4 B Architects and Planner; B. OW I.S.K. Reeves1111111111 11 if If 11 IT 11 11 I14' EL I !'� anvlA. RReeves, A.I. CONDI R S{AB 01 FLR SLAB I U LI 11 1111 11 1111 IT If 111111 1 _TM 333 N. Knowles Ave. V.&I Winter Park, Florida 32789 407) 647-1706 IT II II IT II I I HIT I-MIGHT 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 IIAIC6DITIT gi,A® Corporate Registration fill IL. -6.. No. AAC001197 TO o .BANK C OVERHEAD COILING TORbTILCOWMN C� '*^ COLDM L CONGA —FIBER CEMENT-SK40 SIDN IS BOLLARD tYP. AT STAIR LANDING —ALUMINUM CURTAIN WALL WI 0 SYSTEM WITH BY SPIC141 Y ENGINEER ALUMINUM SUNSHADING DIYIGE r0 MATCH ALUMINUM KYNAR _ � AN�3H EST ELEVATION a, , 4 ops. �o EXTT:IRORELIVATION VIEUJ GJafAJNWpJ�•A,SSEMBLYlK1'N,gRpMSHWtHCUSTOM C COLOR). SPL4Gp® oDIZED INIAMES AS A-3.01 DOWNSPOUT-t0 RUN B04ND COLUMN- A�� "KYNAR'FINISH-CUSTOM COLOR A-3 01 FIBER GEMIENt-SHAD S1D�G D CONNECT TO STORM PPE BELOW GRADE CONTINUOUS"MINUM GUTTER OVER IXTIRIOR 4THING BOAgD CMU K J.8 .4 H G F E.8 E D�� MrrA�LLouvER B A , STANDING MIETAL ROOF PANELS 01 0/61ILI J ROR lo 129 " RING GHt I� SHEAT RD ON 4"NAILABLI BANINNA ON M 4 ROOF DECK 124 OP OF M SONRY IIIIIIIIIIIII fill ]Lei 111] 11 Ilifil HITII I Lill TILL 11 111111 111111 111] 11INSUI.AtED 'AL PANEL AWMA E 111 fill 11 ..11. ]FITIJIFIT11 HII IT[111 11 LI 11 111111111111111 If H C11 C4 C11 C4 C11 C4 AND SO ,. 0.WI NO till IIIIIIIIII I III IIIIIIII I HHII I B.1 11 IT 11 11 IT 11 HI 111 111111 111 11 IT 11_4111-41 fill IIIIII I L VER T4' if 11 11 1 11 If 11 IT if I III IIITII III If If I ',� ONO R SLAB 11 111111111111 IJITI1 111111 11 11 If it fill [I I Ill IIIIII Till0 PLR1 111111 11 IT 11 I Ill H 11 111111 1111 11 1111 1111111 11111 ITT 1 111111 Hill IT 11 1111 11 11 Ill IIITII IIITI1 IT 11 SLAB I IIIII Hli 11 lifill [Ill' 1 111111111111 [fill 111111 111111 H 11 11 11 111111 IIHII 111 11 1111 11 H H 11 H IT I IT 11 111111 11 IT-11 1 11 till 11 [111 11[111 111111 Till 11 IT 11 11 IT 11 IT 11 11 IT 1111117 111111 111111 1 IT-11 Ill O.IU W 101 Im' C5B CC, C4 IIIIIII IlU IIIIII I Till IIIIII Ill 11 111111 111111 Ill I U1111 H111 fill 111111 11 Hli 11 roP of i B 11 111] 11 H 11 ILLL1 I IT IT 11 H IT 11 1 IT 11 11 IT it 11 IT 11 IT If H Lill H I if 11 ] IT 11 HI-111 111111 Ill I OPFIT 1ITT 11 11 LM I== OPB, INK : F atlantic .,.� Ill h 11 I.o.IBeach X DITCH '� Police Department STAINLESS STEEL METAL GRAPE INP9LL PANEL, DOWNSPOUT PAINT5D,SECURtY ACCESS DOWNSPOUT t "KYNAR'FIMSH C - USTOM —STRUCTURAJ.CONCRETE COLUMN PAINT UD MIITAL TUBI RAILING 4 CONVICT t0', COLOR ALUMINUM CURTAInWA LL P.U.N.O. DOOR-16 X 4PJ I7\ICNES STORM,SIE GN1�,pig, TY SHADED AREA=FORESHORTENED pMgoR YA11ON VIEW City of AST ELEVATION G � , - Atlantic Beach • 1�8 T-0 "KYNAR'pMSH-CUSTOM 4' 8' w' 37 o . CZ C2 G2 G2 0040RALUMMMWTM C2 C2 Construction a-3.01 -a a-ao a-a AND DOWNSPOUT a-ao A- KYNAR FIMSH-CUSTOM Documents COLOR ALUMINUM CURTAINWALL T1'P.U.N.O. STA M METAL ROOF PANELS OYER 5/8"EXTERIOR SHEATHING BOARD ON 4" ' STANDING SEAM METAL ROOF PANICS NAILABI 5 2 45111111 INSULATION ON MAL ROOF DECK Alf-c h i t e c t hereby exp r OVER 5/8"EX1'ERIOR"At"BOARD 3 2.4 2 ALUMINUMSUNSHADING 1.3 1 1 1.3 1.5 2 .4 3 r&9serves his common %YNAR'FIMSH-CUSTOM COLOR INSUILA A.PANEL FASIGA AND SOFFIT, r i h t and other prof ON 4"MAILABLE BASE INSULATION ON ALUMINUM CURTAINWALL CONTINUOUS ALUMINUM GUTTER TYP, c P Y 9 P ME7ALROOFDICK "KYNAR'FIMSH-CUSTOM riights in these drawings. 1 OIL IL >Z9'-4" COLORU.N.O. drawings shall not be reprod P 8 RRAJ.8ITI:ELII,�E wjithout written permission H cBnsent of the architect, nor PAINTS STRUGTIJRAL STEEL 1UBE ALUMIM is DEVICE,BEYOND. t ii e y to be assigned to any E ill 11 ITINSUI-ATED METAL PANEL M&CIA AND SO IL. 124'-0" udLihiaLLf tYP. TOP OF WALL — 4111 IT 11 1111 11 FIBER -SHAKE SIDING. n and consent. Ill Till 11 111111 111111 IIITII HIT I LIH I 111 11 111111 11111 [fit 111111 till 111 11 PAIN STAR IUtH St S AL A►NLE88- TEEL PREFINSHED METAL COPING Cl INSULArID METAL PANELLIU ILL- . �LL FIBERCEMENT-SHAKE SIDINCs Cl l OVER STRUCTURAL STEEL BEAM U-11 1 1111 11 If 11 11 IT 11 11 11 IT 11 111111 IT 11 11 T 101111 11 Ill IIIII o,L11TH IHIIIIIIITIIIIII11 STRUCTURAL CONCRETE COLUMN C8 Pl MSTA L COPING. ALUMIINUM SUNSHADING DEVICE \AV1'OP OR MASONIRY LIJI. 1.11111 LI_ 1i EL tn-4° 11 HII 11 111 LA. 11 111111 HIT 11 Hull fill HIT I Fit 11 TOP OF MASONRY 111111 HIT Ill Ill 11 fill 11 Ill] If IIII If Hll 11 1111 11 fill 11 a I if III OIL EL. 114'-0 SECOND FLR SLAB B.O. 11 111111 Ill IIIIII Hit 11 Ll 1111 H H 11 11.11 oF�r �' � I IT 11 It 11 11 111111 IIITII Ill U111 HITI B�E4RNGHEIGHt OL 0- _1'-m" sheet title Y B.O.SOFFIT 111111111 Hli Till STAINLESS SII ML.METAL GRATE INFILL PANEL,, EXTERIOR 11 fill ill HITII IIITII Ill Till [[fill IIIIII IO L I'� 11 111111 fill 111111 ` I - ELEVATIONS A L1034 TOPOF SLAB :: 1111111 8.0.WINDOW OL IL. 1001-0" 1 -till. 1 111111 11111 EL. 99'-6" HAIL OIL IL. 100'.011 TOP OF SLAB TOP OF BANKTDP OF SLAB Jim JIM J REFER TO KO/A-2.02oL L. '/"�-6 • scale: scale FOR THIS ELEVATION. B.O.EXISTING DITCH SHID EXHAUST LOUY� %Nft L • drawn: DRAWN BY: F F O G2/A-D PAINTTED HOLLOW METAL DOOR ° ExtEROR RLEYATTON VIEW • checked: CHECKED BY: t0 C21A-2.02 FOR TNS ELEVATION EXISTING GRADI LINT PAINtID MIItAL BALING WITH ST S CONCROTS COLUMN K SITLGRAI'EINFlu- • approved: APPROVED BY: V V DOWNSPOUT TO CONNECT ro STORM,SEE CML DWGS. SHADID AREA a FORESHORTENED WWORELFYAIION VIEW • date: 06-02-11 RIFER TO C2/A-2.0 FOR THIS ELEVATION. • project no.821-09 J OUTH ELEVATION NORTH ELEVATION • Or - T-0' a' e' �' 32 J 10 SCAM 11W - T-0' s h eet A-2.01 I r�r •-� r- '� �.a Jr- r=r •- r �: i- - r fir- r ® ® ® ® 1 �.: y a■���.■ ���.����.��r�•■���•�I�a�•■���.����.��� .�you���■ ni ■ ■ ■ ■ ■ u ■ ■ ■ � ---------------- 40 Lo 17,41 <; :'_ .' .''. - ,:. `I. f ■ � ■ � r , 1 I 1 1 t 1 I I 1 ■ 1 1 ■ice ■ I• ■ ■It • ■It ■ �1� ■ ■1•■ ■It 11 ■It ■ �I� ■. --_. --� -- ;< ,.: ,: - � IA■ ■1� ■ ■ice■ ■I��u�1�H•�1���•�I�q•�i�� OIL i •:• - d1n�11111�111f1�11f11■11111�11111i�in11�11i11�inn�llifl■ililglllin�ll In■IIIII�IIIIIn1111■1111■1111�In1■1111■ IfI�In11�1111111111/I1111111�IIIn�111n1111111 I I 1 I IArchitects IIIIII1fI1111�111/I�In/I�In11�11111■11111�11111�i1111�11111�111111�i11n�I i111�111n�11111nIWII11nn�I1111�1111�In11! and Plam IIIIsIIIf1�11111n111nn11lnnlnn�11f11n11111 1 /IIInI111l1I�i11n�in11�1111U!Inn\III/I�Ilin�illn�in/I�IIIII�IIIlIIl111n�1111■II111�1111 ■1111■Inl X1111 illll Reeves 111111�IIIIIni11n�11111�11111�In11�11111�i1 11/11111�11111�I1111�81n�111/1111111■1111�Illn/1111 IIII 11111■IIII ■III/�IIl1/1111 X11111■1111�Illl/111111■il _ II�IIIf1�a111�11111■In11�1111■111111111■I I 1 I I ( 1 I 1 1 ( 1 I IKevin 111n�11�n�nln�I1111nInnNlnnl�Inflnmm�111fI�111flnnlnu111n�11111/Infl�nlffninll�llifl�inn�lu1■11111 i • I 1 1 1 I ' 11�; IIn�Inn�11111/11111/Inn�IIl11ni11f1�11111�111/I�Inlli�llin�l IIfl�llif■1111■1111 Ipll/I�In/■111/�Inf I • 1 I n11 nnallln nn/1nn�1111I�111/I�III/1 I I I I I 1 ������L�un��il����� uur�u�-���r•�>t�.rui��r•���u.-�r�r.-n■�.r����r���r..■-��ura�r�r•r���rr��rurrr�.r�rn inIn1I�HUMID 11L��111111l111n/innllll11n111 I�IIIIIIMINI�In11n11111�11111/�. - 11 IIII nl i 1 l 1 1 fi 1 1 1 I i i 111�11111� INIMI111l�IIln�11111!II Ilill�ll - - i I 1 11■I n/I lilt 1 11/ 1 n� Illl�lllll■1 Iinlll Park, Florida 3278!" Ill Hill/nI111 nI111�llll lllnf 1 l 1 1 1 1 1 1 WI�II f1l�llln�lll/1ltlnn�inl l Illifl�l , �. 1 1 1 1 1 ■ Ilnllnl /� Iln ,._ . IIMII■1111/1111 111111■1111 i - ---- ___ --------� ---__ --- ---- _ II�III/11 � _. .. -� 647-1706 Iilif 1111nI1111/IllfIn111fIn11111nin11nIn11�I1f11n11111� I 1 1 1 It M1 1�11��1/Inn11111nllln011l/In1111■Inf nlnt n1111 nin Illllilll llilll�llin�lnn�inn■II Inmilli .,., ., _ I I I i ,I�I�I!'.71 I�Iliil�lHendry Il t ►>r1111 n1111 Holl■Illlf I 1 1 1 t l I l 1 Ilq�llil Inllin■Inn�Illnnnln Illlnn . TOP SLABMyers, . 239-461-3944 I� I 1 I 1� i 11■ I n� l lln 1 n■ ® Florida 1111 nnlllnnlilll�nin■11111�11111nN1nn11111�In11n11111�11 III�II1n�lI111/IIIII�01111�������I 1��1������I I I Ifs - - 11 i 1 1 1 1 1 1 1 11�111f11 ; - �•, Illll Ill nnl ■1111■111/■111 i l i 1 1 l I l In 111■ 1 11■ 1 lln 1 n11 null ll■���.�■i��.�■���.�■11�■I■11�I ul•�I■lion■n�■I■���■�■n��il n 1 I fl/ I /It 1 ll■ I n■ 1 fl -- 11 It 11 1111 n■ II _ i 1 I 1 1 1 Ill 111111 n■ I nn 1 /1■ M n■111■ 117■1111■1111■1111 11 1111 ,Illi 111111111111■1111 i 1111 1 1■ n1■ Il/■11111 BIW■In1 Ill ■1 1 SIN I I I I It It II 1 1 I 1 I I I I I■ n InRegistration f r IilliliiTOPOPSANK .. . i ��I� I 11■1111 Inlll/I/1111 IIII■1111 !1111 nI111 nllll■IIII IIII■ I ■1111 nlll ■III IIII I Iin �IllfIn11111n111n�11111�11111n111/In111nnNinnl ( I I 1 � 1 I It I n _�_� >n�r�n��rr����ru���rr�i�rr•���urr��uu����•����tiri�r�.ar�����r ��r�rr��rurr��nuir�rn���u����rm�mr�m�uun rrn�ir�n��ulm�u.�r��o�r�l /11111 ■� I. rr _ ' r r 6 No. AAC001197 W 321 M -w • r i ! " J W 1.. w it p t t t a( o1�111�1 If11n�111n�111�1�1U�1�i11�1�111 n1111�1111/I�IIII Inn11nI1111�I11111rlllnn111n�i1 •• �'"''-' .�., Il�ilin11111n�11 III�IIl11�11111�111/I�IIIII�IIIIII n.•■■■L•■■■L•■■�n.�■■■i.�■■■:i� , I/I�IIII;�III/1�1 IIUIII�InInn�11111n11111�I11111IInIIfIIn111IIn111111/IIIIIn111!1 • - � , - _ ' Iln�lnn/11111 Illlnn1111I�111fIM111/In11111n1n!IInn1111inI11m111/Inlllflnlll1 '1111111f1111n�111/ulllnnilin�nlnnlnnnlnn�1111111mlillnlllnnlllflnilinn1l! 11�111111111111�11 II�mllnllinnlnn�Inn�lullf Im11fI�111m111111■IIim111n1� • - Iq III�IIllU11111�I1111n111n�1n11 — it � =_ . 1 !i� !nnnn111nnin�n111nllinnm ��� �111 , ,, �, ! IIIIn�nln�Inllnlll/In11111�I) - 11 • _. Atlantic I; � i 11�Illfln1li11nlnllnlnn�illnl III � ,,,, „ 1. II IfU111/Ini1NI�I11nni1111�11111 ® � � �1 �` �_� _ Beach 1 ilk ® III/I�iWi/111/I�IIlI1�11111�111 111 11 1111111/ilifl�illnnlll/In1111U11 ►_ 11 I! f II/lii/Inllinoilln�11111�il l til Ifin'IIHIn11111�111nn11111�11111■ � I.—M-111111 11. •-•In /Innmtllfl�al/1�111�1�111 ----__-_._ Police- Department •r�r r.�_ ♦- .� ,ter �i- • City of Atlantic Beach Irl r• - ��== __ r r r ter ; - r ♦r �r �: 90% • • Documents Architect hereby copyright37 reserves his commo - rights in these . . . - be -I writtenwithout permissi© consent- architect,y to be assigned to a. • - �. and• t. - UT"al-VIOU OL- sheet title 111I�111�1■1�I�MINI1■111�I■111 1■Illn■111 1■111 1■111 1■111�1�111�1■111 � TOP _. - EXTERIOR mn�imrlfmmml■lmlmlmmm----- mml.l.nmmm■n1.1■1 • IIIIII�IIInII111I , X. ,r Illnlin:��c11II�111I11 �/I�III�fm11 n11�11 � _. :. - nmr.����mnlmnl Ilmllmm�lm mlm�:�n►mm■nl ml�mml�mll mnm�mmmm� m nnm1 • - scale Im,IIIImI nmm1Im11Im111 nl IIIIIIII . . DRAWN OIL checked: CHECKED mnlmnlm11l1�1 1�1 1111111 mmmmlmnlm Im,nlml • 11m111mmman� 111 .!_11111 TOP' date: • project • • • . . • eetAsh -2.02 Aa 1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 STANDING SEAM METAL POOP PANELS OAR 6/8"OMWR SHEATHING BOARD ON 4" NAdLABLE BASE INSULATION ON METAL R0�DBCIC 3 A B C C. D E E.8 F G H .4 J J.8 K 2 A TOP OP BOOP II T MRx=PRAMS I IL ALL G\`\(�`� G CONF. RM. / GLAxING ( I STAIR ANIMAL E2-115 - D I ST IR \ I e' \ 11 N0.2 CONTROL / \ I C RRI OR I \ \ C RIDO 0.1 \ INVE TIGA ON > r-a�� I 2 12 / I / - I 12-1 o I I ei >rr-�" ��O •L5LOUYBR j 0 130 2 131 L - - ( 2 -1 / \ \ / ) I 'B.O.WINDOW , ,�, \ I I L. W-01 B Architects and Planr 0 PLRBLAB 1 - - - - - - - + SECONDFLRSL4B I.S.K. Reeves V, F.A. 1 I BL. DI-Y, o nKevin A. Reeves, A I BBARNGH�GHT 333 N. Knowles Ave. �1 116L. 1m3'-PJ Winter Park, CORRIDOR 2 CORRIDOR 1 DISPATCH \ Bft K RM. I Florida 32789 \ / I (407) 647-1706 -107 I ( TOP SL4B endry Street Ft. MyeFrs, Florida 33901 EL 239-461-3944 TOP OF� I Corporate Registration — — — 777 o. AAC001197 I N - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- I I I I I I I I I I I I I { 4 ' ' �- - - - - � - - � �-- _ � F - - � F r - I I I I I I I I I I I I I I I I I Li i 4 - --1 --1 1- � `� � ter' `� � r-"�r `ice � � � � rr `� � r- � I I I I I I I I I I I II 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 it I I I I I I I I I I I I I I II j — LONGITUDINAL BUILDING SECTION 2 SCAL S 1/8' - T-0' 'I D i 3 2 STANDING SEAM METAL ROOP PA mm An OYER 5/8"R<BROR SHBAT4W BOARD 3 2.4 2 A"MINUM CURTIAN WALL SYSTEM WTH 1 3 .4 2 ON 4"NAILABLE BASE INSULATION ON -I-- SW1N SHADE DEVICE-%YNAR PINSW' METAL ROOF DGCIC �- 2 ( I TOP OF WALL PAINM STRUCTURAL STEEL TUBE j j i I �— BL. B o DECK � I AP1���INSU!-ATED METAL PANEL PASO I i I I TOP OF CMU WALL I ° PRBFINSHBD METAL COPING I I PREPNSHED,INSULATED METAL PANEL- E I ( I ( OA R STRUCnPAL STILL BBAM \ I I AW CBMBNT-SHAKE SIDING \ �'-¢" I I G TI / \ SGT. i I PM FCOLUORM ROUND STRUCTURAL CONCRETE TOP OFM� 6ONR1' I 2-Y:,CQ1 \ / 2-104 L. 1141.011 AP -- SEcoNDPLRSLAB I I _ II IT 11 1111 11 1 Elul I IL WI-01 I i I EL BEARNG HBIGHt D.O.50PPIT I ( PREFINISHBD METAL GRATE WALL PANEL, 111 11 ( COMMI. I I PREPINSHEDMETALTUBERAILING IBR R 0 ROOM `1• \ BRIEFING I 1 �0,�„ 1 1 1 i 1-10�� \ 1-110 1 TOP OF �" I , , I ' j ' I I IF Atlantic TOP OFSLAS I I / I / ( I TOP OP BANK y j I x t Beach ALUMINUM CURTAIN WALL SYSTEM-PAINTED 1 F 1 4(rB.O.DITCH t , 1 _ Police - - - - - - - De artment � I— r' L] 7 FF � � r � p BUILDING SECTION BUILDING SECTION ' � I I I I I I I I I I I I I I I G2 SCAL S Vir - T-0' a' 8' I6' �r G 1 SCAUD 1/8' - T-0' City Of Atlantic Beach 90% Constructior 6 5 4 STANDNG SRAM MII�TAL ROOP PANB6 Documents 3 OYBR 6/8"EXTERN SHEATHING BOARD _ ON 4'NAILABLE SAW INSULATION ON 4 MBTALROOFDBCI� A350 3 .4 2 1 Architect hereby reserves his commo -- copyright and other r-- - �- rights in these drawings OL OL ag-o" 1 _ _ _ - -� - ! RL VT4, drawings shall not be rel 1 —�- TOP OFWALL without written permissi H consent of the architect, I I I ALUMNINUM GUTTBR AND DOWNSPOUT SYSTEM. ® the to be assigned to a S TUBE Y 9 IN STRUCTU� Tl�l. PA TED INSUI.ATBD�,p,I-,}mANBL FASCIA AND SOFFIT, I ( � ° � R" 2'�'�' . nn TOP OFWALL • rg�g �,on and cons( 2 I I \ ALUMINUM CURTAIL iWALL SYSTEM WI TH i 1 I I 10 INU A=METAL.PANEL K4=AND SOFFIT, -8 I SUNSHADING DWAa-KYNAR FINISH - � TOP OF MASONRY STAINLESS STEEL. MR OVI NT-SHAKB&DW ON I I EL, W.0 1 y \ / /i I "IR RESISTANT BARRER ON 8" kT[( Y SI:GOND PLR SLAB EL. 11?-4" 1 (\ \ / / ( I O OL FL i � � TOP OF MASONRI"' ---�— I SECOND PLR SLAB B.O. OIL S 1 - ARUG HBIGNT PEER CEMENT-SH SD G oN WATER I I I ECORDS RECORDS I �' �$� d StauTBA • sheet title RE81 RRA I 1 W RK � - STORAGE- - CORRIDOR 1 I I BaRnvGHaGHT BUILDING 1-146 1-147 8 REINFORCED� I I I RE STRUCTURAL \ I \ TOP OPSLaB SECTIONS OP OF SLAB I I // \\ I I I I I I / ! EL9v I TOP OP BANK - l-- ----- -- -_ 1 L scale: scale 17- B.O.DITCH I • drawn: DRAWN 81 _ checked: CHECKED I I I Ll F I i K • approved: APPROVEC BUILDING SECTION BUILDING SECTION K 2 K 9 " • date: 06-02-11 37 SCALE 1/8' - T-0' �' • project no. 821-0 • sheet A-3.01 I_ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C C. D E E.8 F G H H.4 J J.8 K — �� A - k I �5 I sot w.IRAKFJ •���G CONE. RNI. 2-115 EVID. I \ RETRVI DROP CORRIDOR / \ \ Rt Old SET. \\ // INV TIGA ON ( \ I O Q 2-1 2-131 2-131 / -'-3 1 2 112-10' / \ I I B. OW ILUI / �_ WL. BW. Architects and Planne I / \ I ( I I \ / I I I I — PLR SLAB 01� RSLAB I I R' I.S.K. Reeves V, F.A.I. I � �► � Kevin Ratigan, A.I Ian A. Reeves, A.I I i�l9rsFIT 333 N. Knowles Ave. -----; ( DRY JLI / FEMALE ; LAummNr Florida 32789 NAI if 1 11- T\\ // \\ 00 LL \\ ' '� j 1D W MEN MIEN H B \ / S NI-SEX R00 1 I TO 1518 Hendry Street - 1-1 6 11-137 I 1-1 8 -12 11-12 1 11 1 11 1-109 1-1 8 Ft. Myers, Florida 33901 11 L � / \ / \ \ I F1 -s 239-461-3944 �- — — — / \ I I TO 0 SANK Corporate Registration ------ 1. ----- --------- -----------J I I _ ` _ "` J L II I I I I I -------- 11------- ----- _; 1-- � .1-- ''� is I I I I I I I I I I 1 I I —J 1 I I I I 1 I I I II I I I 1 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 I I I I I I I I I I I 1 1 I I II I I I I I I I I I I I I I I I I I I I I II 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 LONGITUDINAL BUILDING SECTION 2 - 1/8' r-�, 4 B >b 7 D A B C C. D .5 E E.8 F G H .4 J J.8 K — to :R00F 1', 1 �r 1 i JL i► To 0 I I I I FT TTS TTT f TT I- TT f ( 1 1 1 1 1 1 BULB EyIDEgC I I I I I I SUPPO TO AG ELECT. CHIEF SERV. E.O.C. A IN IT SERVER SG I I I I I I IS I I I I I I 2_105 - I s" I I I 1 2 119 I I I I I I 2-118 2-1131 - I - 1I I I I I I I 1 1 1 1 1 1 1 I I I I B ow E I r 0 1�.R SLAB :► E B R 0ilt MALE REAK ROOM / LOCKER L E \ /ME H�\ I LT. ILE FI LT. I BR FING I I I I TC ,SLAB 1-1 1-126 1-12 12 1 118 11 1 1 / I — t BANK V 11 UL I Atlantic .. . . .. ..... F ----------------L------- ---------------------------- I I I I I I Beac L —r �--�J .. r—r-----r—r-----r—r-----r—r— ---r—r-----r—r----- =r-----r—r-----r— 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 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 I I I I I I I I I I I I I I I I I I I I t 1 I I I I I Police I I I 1 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 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I 1 I Department LONGITUDINAL BUILDING SECTION 2 scA�: �/8• - r-o� �' City of Atlantic Beach ° Construction 90/ Documents Architect hereby e: reserves his common copyright and other F rights in these drawings. drawings shall not be rep without written permissic H consent of the architect, I they to be assigned to an I rbVFl on and consel • sheet title BUILDING SECTIONS I i • scale: scale • drawn: DRAWN BY: • checked: CHECKED E K • approved: APPROVED • date: 06-02-11 • project n o.821-0( P J • sheet A-3.02 1 2 ' 3 4 5 6 7 8 9 10 11 12 13 14 15 A G� FMANO, 'C Gr p G 3 G B Architects and Planne ©g I.S.K. Reeves V, F.A.I. Kevin Ratigan, A.l Ian A. Reeves, A.1 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 C F�k#'1>KcPlt49L�"FId I � 1 ' L I ; D I � I I 3 ' �� �®� GREEN ROOF GREEN ROOF ROOFPAVER ROOF PAVER E GREEN ROOF f�b" AN, OL EL W-8" EL. IIS'-8° Ofd TOP OF CMU ° TOP OF PARAPET(STUD) TOP OF PARAPET CStUD) \ PR*-SVJINEMW 8"GALVANIZED- -�� :� METAL STUDS®Ib"O.C. TO R M CEMENT- ROOF SYSTEM SHAKE SIDING p6ER GENdeNt- PRErENGINEERED 8"GALVANIZED- GALVANfZI!mMETAL DECK — SNAKE SIDING METAL SCUDS s 16 O.C. "' � .�' EL X4'-2" Y TOP OF" SECOND FLOOR LSY. EL Ih4.0 SECOND FLOOR ElEV. C 94 ZNBUILDING % F AtlantlC OF LDINGWRAPON 6/8"0MOR GYPSUM SH ATHING + 6/8'GYPSUM SNEATI-NNIS + Beach PVZE-taNl - + STILSAM --- METAL�S®w"O.C, 19ATtINSUL4110N Police RE:STRUCTURAL.DRAWINGS 8/8 EXTEROR I3ATtINSU1.A110N G1'IrnSUMSHEATHNG Department RW BOARD tV. _ n�� -- City of As SPI11CM. SOFRPP ELEV. CD GYPSUM80ARD,PAINT�. N =METAL Atlantic Beach PANELSOFpT PA���AL- 90% Construction ALUMINUM SUN SHADE DEVICE WPM"KYNAa'FINISHASSPEGpED. Documents OL EL. 10'P-0 DOOR 4GHT Architect hereby exp rreserves his common Cf (copyright and other pr nights in these drawings. (drawings shall not be reprc ' ALUMINUMCURTAINWALL ALUMINUM CURTAIN WALL H without written permission SYSTEM WITHXYNAR"FINISH SYSTEMUaTH'4CYWA,R"RMSH (consent of the architect, n 8 REINFORCED CMU PLATES AND ANODIZED tt h e t b e assigned s i n e d t o any RE:SSC UUL DR,�g PRESSURE PLATES AND DOORS. Y o 9 Y ALUI"NPWM FRAMES AS SPECN .D. ANODI=AWMINUM FRAMES ASSPECNR:D. • r&ffg,16W n and consent PRPNSHND METAL- ALUMINUM t HRESHOLD COLUMN COVER TYP.U.N.O. AS SPECKED. CAST4N-PLACE PNSH GRADE CONCRETE WALKWAY. RE:CML DRAWINGS • sheet title OIL I��' F1 100'-0" OL EL. 100-0° EL 100.0" J OL COP OR�' "� FNZSt FLOOR ELEV. ° ' FN@STFLOORL'eLEV. a ° i 4 a WALL SECTIONS • scale: scale a® • drawn: DRAWN BY: I a ; as ,, a ° • checked: CHECKED BY: K • approved: APPROVED B' d • date: 06-02-11 W� sEcunON- SEC110Nproject no.821-09 � WALL WALL SECTION ffiCTM- lirseas Vr-t-or y� .f+".pr • sheet A-3.50 i I 1 2 3 4 5 6 7 g c9 10 11 12 ' 13 14 15 I A G�5 o 02.4 � c STANDING SEAM MIUL ROOF SYSTEM ON ICE ANDA4,Lp,�g�D ON B Architects and Planner 5/8 EXTEIRORRO�SHAT}�ON I.S.K. Reeves V, F.A.I. STANP14 HAM METAL ROOF SYSTEM 4 I INSULA110N ON Kevin Ratigan, A.I. Ian A. Reeves, A.I. ON KM AND"TO°•+I#LD ON GALVANIZM METAL DECK ON $/B"Rt�TElIA!1!O'0>RTHlM1Y�i 01�V GALVANI�Ep STEEL JOISTS. 4°N�ILL.ae�sa�euLATioNoi»W __� 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street T Ft. Myers, Florida 33901 -----_ TQP OF SW MAKry 239-461-3944 AL �. vARIES ro�oFCrlu ' - Corporate Registration --...., No. AAC001197 �. VARIES C OL e;, F1Ev,fRAK� !i- YAM INSULATEDMETAL- OPEN WEB STEEL JOISTS PANEL.SOFFIT RE S1RUC1 URAL DRAWINGS �e O ING"TED METAL PANiL SOFW Y cBILING I•EGHT 0 OgL IL Q3'-0" p CLJ 44WT �IJNGHEGHr FIBER CEMENT- — SHAKE SIDING FIBER CEMENT- SCHEDULED CEILJNIs SHAKESIDING o ❑ ❑ o ❑ ❑ o BLNL.DING WRAP PRE-ENGINEEIR 8"GALVANXED- PRE-ENOINOW,GALYANIXED o ME14L STUDS a w,O.C. 8"METAL STUDSe L6"O.C. I o 0 O \ FDER Cil"IENf� BATT INSULATION BATT INSULATION — ❑ E 6114 DIDIN6 CAST-IN-PLACE CONCRETE ❑ ❑ CAST�NLACE CONCRETE TUBE STEL BEAM — ❑ RE:STRUCTURAL DRAU NGB I j CA$t-IN PLACA CONCiQE1 IE GALYANIM METAL DECK GALVANIXED METAL DECK — O GALVANIZiD METAL DECK STEEL BEAM RE:STRUIURAL DRAWINGS L— -,--J L OL 4.7liC70NDOFL00R Y• a SECOND FLOOR E.EV. -- SECOND FLOOR LSY. F d Atlantic TOP OF STiL `r TQJP OF STEEL OP OF STEEL d, ` Beach oOL >n.a' I Police Department I 'I City of G 1 ' Atlantic Beach IMSULAT®METAL• INSULATED METAL- — I 8" GMI� PANEL SOFFIT PANEL SOFFIt o ' S� I =90/ Construction I I Documents METAL PAN STAIR I JILWRHGONGRETETREADS j I� i /Architect hereby exp I ,reserves his common !I I (copyright and other pr III i i nights in these drawings. - CO16.UMNGOVER i ► I (drawings shall not be repro BOLLARD7YP. — i without written permission I H (consent of the architect, ni they to be assigned to any cAsr-IN-PL.acE- — I I , r6iffgl °n and consent CONCRETE SIDEWALK I 'I I 'I IiL RE:CML DRAWINGS I I I 'I I '�I I ;I I 'I 'I !I J • sheet title EL. Im0-mEL do-011 " WALL NOT FLOOR N.V. 044 FLOOR N.V. FIRST FLOOR ELEY. -- SECTIONS • scale: scale drawn: DRAWN BY: • checked: CHECKED BY; • PP a roved: APPROVED B I li • date: 06-02-11 • project no.821-09 4 W WALL SECfiI�I r2� WALLS i K)N h �C scAm yr a� sheet A-3.51 �`�AL�Vr•f-a�' !!' •fes' 1 2 3 4 5 6 7 8 ® 10 11 12 13 14 15 A G'`5 e G B Architects and Planne I.S.K. Reeves V F.A.I. 1 O O Kevin Ratigan, A.I. Ian A. Reeves, A.I. 333 N. Knowles Ave. STA SEAMMETALROOP Winter Park, Florida 32789 S ONICEANDWATER (407) 647-1706 STANDING SEAM METAL ROOF 1 518 Hendry Street SYSTEM ON ICE AND WATER STANDING SEAM MET�IL ON 518"EXTERIOR BOOP STANDING SEAM METAL ROOF OF SHEATF#NG ON Ft. Myers, Florida 33901 SHIELD ON 5/8"EXTERIOR SYSTEM ON ICE AND U�'E SYSTEM ON ICE AND WATER 4" INSULATION ON 239-461-3944 ROOFbHEATHNGON SF-NELDONS/8" R BHIELDONS/8"EXTEROR GALY ME1'ALDEGCON Corporate Registration ® 2 4"BASE INSULATION ON 2 ROOF SHEATHING ON: ROOF SNE4tHING ON Y ZED STEEL JOISTS. g GALVANIZED METAL DECK ON 4' TION OKSI p d"BASE INSULATION ON N o. A AC 00119 7 �JSULA CK ON GALVANIZED METAL DECK ON YAM MAKW GALVANIZED STEEL JOISTS. GALVANIZED METAL C GALVANIZED STEEL JOTS, GALVANIZED STEEL JOISTS. TOP OP WALL C EL. TOP OF STEEL M. 1244' _ EL. II7-0" TOP OF STEEL TOP OF WALL V (RAICEJ ICL ARIES r �ALUMINUM GUTTER d PREFINtlSHED ALUMNUM GUTTER OPPRlmLEV. ---- - PRPNISHED ALUMINUM GUTTER -- - AND DOWNPOUT SYSI AND DOWNPOUT SYSTEM AND DOWNPOUT SYSTEM L. 1NIbULATED METAL WNDOW HEAD ELE PANEL SOFRT INSULATED METAL ,I I PANEL SOPPIT D INSULATED METAL PANEL SOPFIT ALUMNUMSYSTEM WTH�"KYNA SH ON PRESSURE PLATES FM CEMENT- I ANODIZED ALUMINUM�� SHAKE SIDING I GEMENT- SHAKE SIDINGINSULATRID AS SPECIFED. 8"REINFORCED- BUILDING WRAP RE STRUCTURALONDRAWINGS MAN L- SOFFIT PANEL OL EL. UUNDOWSILLELEY°. FSR CEMENIT- �•.....,��_ BUILDING WZAP SHAKE SIDING E PRE-ENGIN�RED,b"GALYAN IZED- METAL STUDS®1b"O.C. 5/8"1XTMOR GRADr CAST-IN-PLACE CONCRETE t ' LACECONGRETE PiUM SHEATHING GALVANIZED METAL DECK PREEN I �-VANIZED-OL 1 EL. 14'-0" METAL SCUDS�66" . SECOND FLOOR EL514 EL" IIA'-0" SECOND FLOOR SECOND FLOOR ELEV. i3ECOND FLODR ELEV. EL. 13'-6" TOP OP STEEL �. 13'-6" IIS'-b" TOP OF STEEL TOP OF STEW. ROP OF STEEL NSULA=METAL INSULATED METAL PANEL BEAM COYM PANEL COLUMN COVER -- ,,� NVZED METAL DECK F Atlantic EL. — ' SON�T ELEV. INSULATED METAL Beach OL EL. 100-0" PANEL SOFFIT I; _ 8 REIt�ORCED- WINDOW HEAD ELEV. UdNDOHEAD ELiEY RTRUGIURAL DRAWNGS MASONRY. REINFORCED- Police ice Department ALUMINUM CURTAIN WALL- PRECABt LINTEL SYSTEM lU'N'H"KYNAR"FINISH '' GN PREbbURE PLATES. City of ANODIZED ALUMINUM PRAMES G AS SPEGFED. 10�� Atlantic Beach EL. 10T'.0" _ DOOR HEAD M.W. DOORELEV. 90% Construction UMINUM cURrAIN AL WA�4L- PREfINISHED METAL GUARD RAL SYSTEM LATH KYNAR�W,*H Documents WTH METAL GRATE INK"PANELS PLATO "KYNAIW FINISH. ANODIC�IMINUM�MEb 'DOOR AND FRAME Architect hereby ex reserves his common copyright and other pi EL. 103'-b" GUARDRAIL EL. 103.6" _ rights in these drawings. `r TOP OF tOPOFGUARDRAIIfL drawings shall not be repr '- without written permissior H consent of the architect, n the to be assigned to on) Y 9 CAST-IN-PLACE CONE • n and consen cabt�N-PLACEcoucRErao r� gib " GALVANIZED METAL DECK EL 100'-0" FIRST FLOOR ELEV. EL 100.0 _ pOL a FIRST FLOOR ELEV. d ° FRET FLOOR ELE`r!• [III III d d e III—I�I—I I In I I_I I I—III—I — — — — I-111=1II _III—I I I_I I I—I I I_I I I—I I I_I I _ _ = = = - 11=IIId — I IM I I_I I I—III—I I I_I 10 II I — — — —111-111 — I_I I I—I I —I I —1 I I —III—III—III II I I _ het title _ se EXISTING GRADE I 11-1 I I-1 I —I 11=111=1 11=1 11=1 I I-1 11=1 11=1 I —I III—IIT=III—III—III—III—IIT=111=111=111=111=1T WALL DRA SJ — — — — A RE CMI. LANG — EXISTING GRADS _ — — °a 8e —►I I—III=1 I I=1 I I=1 I I-1 I I=1 I f=1 I I=1 I I-1 I I=1 I I—III-1 RE MLORAWNGb =11�=11�=I1�=11�=I1�=11�=1IElI1=11�=III=111=111=11� SECTIONS I ITi—I I_ITI_I I—I 1_I I—I I—I 1=1 —I d EE 11 I I E �I=III II: I I ISI I III a a °• . scale: scale _III�II I-111,=III, ,III , ° d e ° ° • drawn: DRAWN BY: , e ',d° ..g d .' • checked: CHECKED B1 ° K • approved: APPROVED E �'d e • date: 06-02-11 • project no.821-09 r4� WALL SECTION 3 WALL 'SECT10N z WALL SECTION , .ALL CTM � � go"Vr•1" Y sAL1I'� 'f-Or yr .t+w sheet A-3.52 1 23 4 5 6 7 8 9 10 11 12 13 14 15 A cJ 44 eG� STANDING SEAM METAU-ROOF SYSTEM v�O ON ICE AND WATER 6HILD ON B Architects and Plann 6/3"EMEROR ROOF SHEATHING ON 4"BASEINSULATIOuON ', I.S.K. Reeves V, F.A. GALVANIZED METAL DECK ON Kevin R a t i g a n, A. GA<.vANIT.ED STEEL JOISTS ', Ian A. Reeves, A. i 333 N. Knowles Ave. Winter Park, Florida 32789 --` (407) 647-1706 STANDING SEAM METAL ROOF SYSTEM 1518 Hendry Street ® 2 ON ICE AND UJATER SFNELD ON Ft. Myers, Florida 33901 MERIOR ROOF SHEATHING ON 239-461-3944 6/W 4'BASEINSULATIONON Corporate Registration GALYAN�IZEDMETAL DICK ON No. AAC001197 GALYANJfZED STEEL JOISTS. -_ C EL VARUS OL �. �- TOP OF STUD ELEV.(RAKE) � %I STANDING SEAM METAL ROOF SYSTEM WINDOW ONICEANDWAT06 HELDON E i 4/BBA INSU RR TION OROOF SNNGATHING ON IL EL YAMC 4 vAN�I JOIS ON SOFRT ELEV.fRAKU OL EL. VARUS ALUMINUM CURTAIN WALL TOP OF CMU(RAKE) p ^ SYSTEM WTH%YNAR"RNlSH FgftURE PLATES AND ANODIZED INSULATED MITAL- ALUMINUM FRAMES AS SPECIRED. SOFRT PANEL. PANTED STRUCTURAL STEEL TUBE EL VARES BE1'OND� SOW ELEY.CRAKE) ALUMINUM SUN SHADE DEVICE ins WTH"KYNAR"RPpSH AS SPECIRED. ALUMINUM SUNSHADE DBVICE WITH"K1'NAR"KNISH AS SPEGFIED. WALL `llllt!!1r a b tv E ALUMINUM CURTAIN WALL SYSTEM WTH"KYNAR"KNISH PRESSURE PLATES AND ANODIZED . f'N -ENGINEERED,8"GALYANJIZ�- ALUMINUM FRAMES AS SPECFED. INSUL4TED METAL PA METAL STUDS�Ib O.C. SOFRT NEL s D TROOFSYS MO f31 TEM F®ER CEMENT AS SPEC-M. EL 1R-0 SHAKE SIDING EL. n'P-0 WNDOWSILLELEV. PRE-ENGINEERED,8"GALYANIZED- 8"RENFORCED- METAL STUDS®ib"O.C. PRERNISHED METAL DRIP EDGE CONCI�7E MASONRY UMTS. L11WITH CONTINUOUS CLEAT. CAST-ISI-PLACE CONCIs^ETE F Atlantic GALVANIZED METALDECK Beach M. 141.01t OL 11. -01 OL EL... W TOP OF SLAB T F S TOP OF SLAB ° TOP OF SLAB Police PRE-ENGiNEE1�D,8"GALYANIZ� L- + METALSTUDSeIb"O.C. �' E� '6" — Department TOP OF STEEL TOP OF STEEL + BUILDING WRAP. OF ' + R T i I BAIT INSULA110N 6/SIINXTWOR _ City of GYPSUMSHEATHING. ai—LLLI oR Cf'RE-ENGINEED G GALVAN 1=MIETALSTUDS Atlantic Beach L L i X16"O.C. o L. 0-01E -0" I I ) I I I I I I ( I TAL NG F�ERCEMENT 110.0 90/ Constructior SOFRT ELEV. "OW HEAD SHAKESIDING. i 77 Documents Rd C BO kF INSULATION AL 04SPIC'm. N&. WAL INSULATED METAL- SOFRT PPAANEL - Architect hereby E PANEL SOFRT. reserves his commo copyright and other rights in these drawingE EL 7.4" drawings shall not be rel 49L- OL EL. 107-0" _ DOORH>:1Cal-IT without written permissi 6/8"GYPSUM BOARD PAINTED SYSTEM WTH�"KYNNAI7 RNBH H consent of the architect, PRESSURE PLATES AND ANODIZED they to be assigned to a ALUMINUM CURTAIN WALL RIGID BOARD INSULA?10K AS MINUM FRAMES SPECII�D / SYSTEM WITH%YNAR"KNISHrb1ffgi'b--Vt n and cons( PRESSURE PLATES.ANODIZED ALUMINUM FRAMES AND DOORS AS SPECIRED. M RTAN WALL - SYS WT f7'KNISH Pl2ESSUR1P.AT*Ah0ANO0l= MINUM SPECIRED. ALUMINUM THRESHOLD AS SPVAW. cA'ST �LACE sheet title CONCRETE WALL / GALVANIZED METAL SECTIONS OL EL. 100 " EL. ' EL 100.0" OP SLAB - FIRST FLOOR MSY. TOP OF SLAB r.; TOPOFSLAB ° a • scale: scale T .,. • drawn: DRAWN B' q ' • checked: CHECKED K approved: APPROVE[ • date: 06-02-1• • project no.821_0 z WALL SECT" �-- ffiC 4 WALL SE=CSECTIONWAa" LL SECTIONgo" . sheet A-3.53 i I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i A STANDING SEAM METAL ROOF SYSTEM ON ICE AND WATER SIr I LD ON 6/8"EXTERIORROOF SW&AT4NG ON G 4"BASE INSI I ATION ON .\�e GALVANIZED METAL DECK ON f r GALvANI=bTM JOISTS. \G ,�(�� x � 5 EL VARIES O e \ , x O 5 TOP OF STUD ELEV. c v B Architects and Plann I.S.K. Reeves V, F.A. Kevin Ratigan, A, OL EL YAM Ian A. Reeves, A. SOFFPT ELEv.tRAKE� 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 INSULATED METAL- 239-461-3944 SOFFITPANEL. Corporate Registration No. AAC001197 C FIBER CEMENT SHAKE SIDING. D 1T RENPORCiD- CONMV MASONRY UNITS. EL 114'-0 E TOP OF SLAB a. — CAST-ISI-PLACE CONCRETE SLAB ON GALVANIZED METAL DECK. JLLao GASt-IN-PLACE CONCRETEBEAM j F Atlantic ot EL GEEING HNGHT Beach Police - Department 8/8"GYPSUM BOARD,PAINTED. ', RIGIDBOARDINSULA110N. City of IVTMETALKMNG G Atlantic Beach 907o Constructioll Documents Architect hereby reserves his comm( copyright and other rights in these drawing drawings shall not be re without written permisE H consent of the architect, IL 100. 1 they to be assigned to c " TOP OF SLAB d . n and cons "TING GRADE ', rvER�Y�NFELD� i t J sheet title I WALL — — — SECTIONS — • scale: scale • drawn: DRAWN E • checked: CHECKED Ii I I I K • approved: APPROVE • date: 06-02-1 • project no.821—( WALL SECTM • sheet A-3.54 1 2 3 4 5 6 7 g g1 10 11 12 13 14 15 COERAL PLM NOM t DO NOT SCALE DRAWNGS.ALL DIMENSIONS ARE MADE TO THE DACE OF MASONRY,FACE OF CONCRETE,FACE OF FNSH STUDS OR GRID LINES U.N.O. ACCE SORIES MOUNTING HEIGHTS 2.RM TOENLAR=PLANS POR ADDITIONALDMENSIONSAND hPORMA11ON NOT INC.l.=IN THIS DRAWNG. A 3.11121111101111 TO WALL S!'eCTIONS FOR EXTERf OR WALL CONTRUCTION. CORNER TO CORNER -(Pit �C J. MIN e,G 3'-0"HOLD .... \ 6.. HOLD MAX. I NJ 1r",o '" " ® o 3� 1�N ) % e Z C4 X X X F=9 r All >E E - d Mil E _ - 8"MIN QX = a, ® - 7E = - �- B c 4 r�ooR V 4 4 X �. Z o Architects and Planner. Fi4d, 17,,7� 1 1 iN ��-- I.S.K. Reeves V, F.A.I.A o� I 2'-0� Kevin Ratigan, A.I./ MAX ( � MAX Ian A. Reeves, A.I.A TAu tA.2 tA.3 TA.4 TAS TA.6 TAI TA.8 Ho TAA tA.119 T411 TA.16 TA.1� TA.18 TA.1 w nt r Park,Knowles Florida 32789 tA.12 tA.13 tA.1� tA.15 9 , 'HOLD (407) 647-1706 SPouT HEIGHT AND KNFA CJA pxoR', 518 Hendry street Ft. Myers, Florida 33901 CLEARANCE 239-461-3944 Corporate Registration No. AAC001197 NOTE:INCEF ADAUNIT NG HEIGHTS ONLY.REFER TO ACCESSORIES SCHEDULE FOR CORRECT MODEL NUMBER,DESCRIP'TION,DIMENSIONS,OCT. C ACCESSC;' RIES SCHEDULE TAG pCRIPTI N I TAG DESCRIPTION TA.1 WASE R=11PTAC44ADA SURFACE MOUNTED-BASIS OF DESIGN:BOBRICK 08-219 TA.1 SHOWER CURTAIN ROD-B4&S OF DESIGN:OB201 TAI PALER TO DIS ,SURFACE MOUNTED-BASIS OF DESIGN BOBRRICK 8-2860 TA.122 DOUBLE ROBE HOOK-BANS OF DISIGN:08612 D TA.3 PRAMIRRO ('50 INTERIOR ILIVATIONS FOR WIDTH X HEIGHT-AS INDICATED ON DRAWINGS) TA.13 RRYORSIBLI SOLID PHENOLIC FOLDING SHOWER SEAT ADA-BASIS OF DESIGN:055181 TA.4 ADo&MIRR -18- JX� "H-;BASIS OF DESIGN:BOBRICK oBIbS T414 STAINLESS STEEL SHL it0-'DAN1/SIR SHELVES'-wwu.danver.com/WALL SHELVES WITH MOUNfMNG BRACKET 10"DX60`W TAX; SOAP 069 11%W,1,JRFAC5 MOUNTED-BASIS OF DESIGN:KIMBERLY-CLARK 091180 TA.S STAINLESS STEEL TA5LE-24`WX17L-RESTAURANT MAX INC.WALL MOUNTED WITH MOUNTING ORACKETS 1 TAb SOAP D TR SHOWER,SURFACE MOUNTIE-BASIS OF DESIGN:KMBIRLY CLARK 092194COAT RACKS TWO REQUIR10-SATIN ALUMINUM'NAL HEADCOAT HOOKS ON MATCHING BACK PLATE-MODEL SAP-4202 BY KIRRIYSAN TA.16 800.969-5391ua►w.k sen.com E TA.1 TOIV.rI1' DISPRI&W SURFACE MOUNTED-BASIS OF DESIGN:KMBIRLY-CLARK 009501 TA.11 GRAB BAR-ADA SHOWER ONLY-B6861,16"X30"'L'SHAPR i TA.B SANITARY N APKN SPC>SAL,SURFACE MOUNTED-BASIS OF DESIGN:BOBRICK OB-254 TA.18 TOILET SEAT COVER DISPENSER,SURFACE MOUNTED-BASIS OF DESIGN:KMBERLY-CLARK 06 TA.1 T BAR'L PE-BASIS OF DESIGN BOBRICK X86321.99,36"X54"OR INDIVIDUAL 36"AND 42"BARS-BASIS OF DESIGN BOBRICK TA.19 STAINLESS STEEL W-RICUSED PAPER TOWEL DISPENSER/WASTE RICEPTICAL-BASS®F DESIGN:BOBRICK 08.3942 TA.Im S.S..JM0P OOM H .LDIR 481-BASIS OF DESIGN:OB223 TA.20 k F Atlantic GENERALI NOTES Beach I. GCNi L CON CTO t0 VERIFY AND COORDINATI ALL ACCESSORY COUNTS W/SROAC:ATIONS AND DRAWINGS. PO11Ce 2. AI,.L AcONORINSAR1100 Of INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROC.IDUIES. Department 3. ALL PRODUCT MODEL M KERS ARE BASED ON KIMBERLY-CLARK AND/OR 508RCK AS BASIS OF DESIGN UNLESS NOTED OTHIRUSE. 4. o[mgNWNS At RxTURN ARK TAKEN PROM THE FINISHED FACE OF THE PARTITION. G City of 6. AppLyWATIRFDROOFNI MEMBRANE UNDER TILE FLOORS IN RESTROOMS,SHOWERS,AND LOCKER ARMS. Atlantic Beach 907o Construction Documents Airchitect hereby expr r@serves his common copyright and other prof rights in these drawings. 1 drrawings shall not be reprod wJithout written permission H consent of the architect, nor tKey to be assigned to any R rbKgp1&on and consent. i sheet title TOILET ACCESSORY SCHEDULE • scale: AS NOTED • drawn: DRAWN BY: • checked: CHECKED BY: K • approved: APPROVED BY: • date: 06-02-11 project no.821-09 • sheetA-4.00 -4.00 2 3 4 5 6; 7 8 9 10 11 12 13 14 15 PLM NOTIM 1. 0 NOT SCALE DRAW NW.ALL DIMENSIONS ARE MADE to THE FACE OF NRY,FAC8 OF CONCRM,FACE OF FINISH STUDS OR GRID LINES u.N10. 2. t0 WALL SECTIONS FOR EXTERIOR WALL CONTRUC„ON. 'N A K1 -402 77 ,`Q,G Gr\ � G Ie 5�� Oe G� B Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratiq--<3n, A.I.A. Ian A. Reeves, A.I.A. 333 N. Knowles Ave- SECOND FLOOR Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street 0 STAIR N0.2 Ft. Myers, Florndta 33901 239-461-3944 - Corporate Registr(Ption 4.0 1/a• -r-a No. AAC001197 C i '¢ 1 - .02 D 0 1 UP 1 12 3 4 6 16 11 18 - .02 E FIRST FLOOR F1 STAIR NO.2 ,-4 .0 114• -r-o• it 1 �� Atlantic l i j i IAL J j Beach Police Department ?WM WMW WIMP W-Uw V= ILL Ll G City of lelAtlantic Beach j � 90% Constriction Documents rnar�,oe•r.ea^ I 'I Architect hereby expressly reserves his common law copyright and other property .� rights in these drawings. These drawings shall not be reproduced H without written permission and I I LI I I"I , consent of the architect, nor are they to be assigned to any party —LL • r6wgion and consent. --------------- aunNu ,�' uaacrwe. f� a,°n�enwK sheet title STAIR NO PLANS AND SECTIONS j • scale: AS NOTED j drawn: DR�AWN BY: • checked: CKCKED BY: K • approved: Ap'PROVED BY: STAIR NO.2 STAIR NO.2 . date: -02-11 SECTION -09 K1 K10 SECTION project no. 4.0 -4.0 Vc -r-o• i • sheet A-4..02 1 3 4 5 6 7 8 9 10 11 12 13 14 15 CE L PLM WMES L DO NOT SCALE DRAW WIGS.ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY,FACE OF CONCRETE,FACE OF FINISH STUDS OR GRID LINES U.N.O. 2.REFER TO WALL SECTIONS FOR EXTERIOR WALL CONTR TION. Is M 20 21 22 123 124 SIR-1 A ^K8 DN -4.03 r��Z — RIEFUM �e�� , B�LO�► 8 � G�o 6 B Architects and Planr i I.S.K. Reeves V, F.A I— Kevin Ratigan, A Ian A. Reeves, A SECONDFLOOR 333 N. Knowles Ave. Winter Park, Florida 32789 KC8 STAIR NO.1 - (407) 647-1706 . 1518 Hendry Street Ft. Myers, Florida 33901 1239-461-3944 4.0 Corporate Registration No. AAC001197 C I ®., 6 D j 3 r i UP K1 IRST FLOOR KF8 STAIR NO.1 E —4.0 ' -r-o• ,________ __--___—,,, F Atlantic Beach - - j i I.. Police j -- In u1 I - -- - ��► i Department �I - i City of JL I G Atlantic Beach -- � 90% Constructior - - Documents 1,1 1 i - Architect hereby reserves his----------------- commc rightsyr ght and other in these drawing, drwings shall not be re _—, L-J_, without written permiss H consent of the architect, � they to be assigned to a STEEL PAN STAIR SYSTEM 3 ` L__ I L——�` ,,��i \. n and cons WITH CONCRETE A � � � � FILLEDTREADS "�' � 1 I _ �,,�' ``• • r6vo&?i° —�T METAL GUA tDRAIL WITH / , GRATE PANELS I J sheet title STAIR NO.1 PLANS AND L SECTIONS ON 3.6/S"METAL STUDS f-9 I `�\ ` ` I ' L-_ L-- � • scale: AS NOTEI � I • DRAWN B' j drawn: K • Checked: CHECKED a °, a � �a � � a <, . - -- - - APPROVE[ Q d. °d' e - G p. a d' a, a a a � d o � � �` �° � ° � � ' � �a � a roved. 4 approved: I date: 06-02-1 i STAIR NO.1 -SECTION (UPPER) project no.821—Q STAIR N0.1 SECTION (LOWER) Kg —4.0 VC r-o� • sheet A-4.03 -- ---- 1 2Z 3 4 5 6 7 8 9 10 11 12 13 14 15 A 2L/211 CJ t-m"tOP OF STAIR I V2" �TREAD ���e f-T'BOTTOM OF STAIR(I T PLUS f-01) CLEA G ` G• o + \ X 1�e , _ — a STEEL STAIR �� CN g Architects and Planni StEELStAIRPAN I.S.K. Reeves V, F.A.I \ Kevin Rotigon, A. HANDRAIL BRACKET WITHCONCRETE Ian A. Reeves, A. PER STAIR MPG. FILL 333 N. Knowles Ave. \ PIRSTISERAT 1V7 DIAMETER.STEIi{. \ Florida 32789 \� Winter Park, FLOOR OR LANDING HANDRAIL AT WALL IaNBH FLOOR \ (407) 647-1706 1518 Hendry Street Ilk \ Ft. Myers, Florida 33901 239-461-3944 \ Corporate Registration No. AAC001197 C r7� HAN RAIL DETAIL /`5�---OTAIR TREAD DETAIL A-4.1 T -r-v A—4.1 -r-o• 4'-6"f UNDER StAIR) 114'x%4'PLAT BAR 64"PARALLEL TO STRINGER 57II&TOPRAIL D IV?x a 4"PLAT BAR 1.P—'- STEEL TOP RAIL 23/4" 13 I 3/�'x�'.PICICEtB r AT GUARDRAIL 11/7'x%"FLAT BAR - WELD RAILING SECTIONS E STEEL SIDE SUPPORT t0 BRACKETS AND STINGER 1 VT x;4"PLAT BAR STEEL n - BOTTOM SUPPORT DN �'OD.HANDRAIL I'� a a a a a A a a A a CANE DETECTOR ELIVA110N CANE DETECTOR SECTION F Atlantic 8 CANE DETECTOR DETAIL 6 HANDRAIL CORNER DETAIL A—4.1r -r-o• A—4.1 Beach Police Department 1 V7 OD.S TEFL 1-If MINIMUM I HANDRAIL 1 V7 OD.STEEL i HANDRAIL 3 4-V2 x PLAT BAR Cit of STEEL GUARDRAIL I G Y Atlantic Beach HANDRAILS NOTE:ALL STAIR STEEL TO Bit PRIMED AND PAINTEDConstruction Documents Architect hereby er \ / reserves his common 9 / copyright and other p rights in these drawings. �. drawings shall not be repr � CONTINUOUS HANDRAIL � 9 P `V IN DIRECTION OPEGII:SS -' / without written permissio H 2'-m MIN.RI:TURNtOPLOOR consent of the architect, r `Q they 9 to be assigned to an, RAILING - n and consen CONCRE'�FILLED "' / - BANCUP GALVANIXEDSTEEL a� / f, PAN STAIR TREAD U,TH 1 , f NOSING TYPICAL STEEL STAIR A'. STRIN GER i i STINGER BASE CLIP v /' RE+�RTOam na" J sheet title 4 FOR LANDING SUPPORT — STAIR DETAIL 2„ 6 CONCRE'I�RaLLED GALVANIXED Std / '' ' PAN STA TRW WITH — P NOSING'4��CAL � - — CHANN"NO ANGLE SUPPORT.BICE STRUCTURAL . scale: scale DRAWING0 MEDIA • drawn: DRAWN BY: B9CKETS • checked: CHECKED B' K • approved: APPROVED I • date: 06-02-11 • project no.821-09 STAIR DETAIL 2 STAIR DETAIL 1 STAIR DETAIL A 4.1 r -r-vi—4.1 r -r-o• , A A-4.1 r -r • sheet A-4.04 i i 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 t DO NOT SCALE DRAWINGS.ALL DIMENSIONS ARE MADE TO THE PACs:OP MASONRY,FACE OP CONCRETE,FACE OP PINISN STUDS OR GRID LINES U.N.O. 2.PARR TO ENLARGED PLANS FOR ADDITIONAL.DMENSIONS AND MORMA11ON NOT INCLUDED IN TICS DRAWING. A 3.REPlE2 TO WALL SECTIONS FOR AOR WALL GONTI�ICTION. G�5 1' MPOR,ARY HOIST BEAM r��G G •���\�G D PfV5 e , O o�� B ,Architects and Planners O.S.K. Reeves V, F.A.I.A. ;Kevin Ratigan, A.I.A. flan A. Reeves, A.I.A. 333 N. Knowles Ave. 8� --- Winter Park, Florida 32789 ,(407) 647-1706 C; 1518 Hendry Street Ift. Myers, Florida 33901 s 239-461-3944 (Corporate Registration lNo. AAC001197 2 C ALJGN 2ND F ri"'*N L QQR ELEVATOR D d E 8'-6N m ALIGN F Atlantic Beach Police Department art ent IFM4/SiiEI.VEB SP-sm bL City of Atlantic Beach ri� 1ST FL06R - LEVATOR SUM OF.mar 90710 Construction Documents Architect hereby expressl reserves his common la, copyright and other propert E F rights in these drawings. Thes drawings shall not be reproduce without written permission an H cons*nt of the architect, nor ar to be assigned to they g any part0 10 , 4-f 7.0 3-T ch Fgpon and consent. 4 3 . gfheet title F ELEVATOR PLANS >^ SECTIONS, DETAIL F \ \ • kale: AS NOTED / drawn: DRAWN BY: checked: CHECKED BY: K approved: APPROVED BY: . date: os-o2-11 ELEVATOR SECTION ELEVATOR z EOUIPMENT RM. ,y�, r-or �,y� f • lj)r0 ject no.821-09 • . sheet A-4.05 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 RBER CEMENTLANBACK SOTD1'AP. A MPAAVT RESISTANT, A 361 5/8"GYP BD.ON b"METAL STUDS STL.TUBE SNAKE SIDING 610OLD FORMED - SY .B�� CURTAIN WALL GAMING iXT�UP t0 DECK FIBER CEMENT SNAKE ALUM.CURTAIN WALL SYS. BTRUGTWJRAL WvTEEL TUDE a FRAMING SOF ON 8 REaf$TANT LEVEL E 0. " SHAKE SIDING SYa " WITH1.5/16"IMPACT FULL BATT INSULATION R1�tTOOTIWCTIJRAL CMU NSULATEDGLAZINC. CI'sGOVER b COLDFORM@DaT6EL aPACER a a Q° =4aHAKE SIDING SYS ° a a° EXTEWOR GRADE STEEI.ANGLE SEE BOD:YKK-YHC300 0.0 �, FRAMING.REFER TO METAS W5TlO6 FRAIhNG STAINLESS STEEL SPACER BOARD STRUCT.DWCS. ST�ICIURAL DWCS. FLASHNG DMORGRADE STAINLESS STEEL ° ° St i BOARD M METAL i FIBER CEMENT FLASHING ° eIDNG-f X3°TRIM ° a a INSULATED METAL f' 3y F2 6"xb"STEEL TIB PER $TRUC'NR,4L DUJGs. PA ON METAL T VZ i OOF �- CJ WATERPR MEMBRANE GATING PPUBD TO CMU,tYP. CHANNELS dACRODAND i EL. 8'-8" A.F.F. RCP SHAKESIDNG-fk " EL. 10'- A.F.I€• / NSULATEDMETAL DRAWING BOTTOM OF STL. / PCA�N ONMETALNAt V7 \� NBLSill W'si1LAfi4T,TYP. BOTTOM OF CMU TRIM -. o o \� EL. 10'-0" A.F.F. 14 'C G • � G` BACKER ROD AND o AWMNUM BRAKE TAL Tom, I \� StAINLi688TEEs. I 4 ` CORNER 8"CMU CONCRETEp `� .'r = - - - BOTTOM OF STL. �, Cj ALUMINUM BRAKE MAL TRIM BEAD'" OO - BY INaULAtED PANEL.a M O ® / o QJ` \ , STRUCT. _ SET ON FULL BED OF SEALANT B. OF STL. BEAM o ----- - 2 ROWS FOAM BACKER ROD : .. 2 ROWS FOAM BACKER ROD 2 ROWS FOAM BACKER R� .:.... ....:. .. AND SEALANT,TYP. G AND SEALANT,TYP. AND SEALANT,TYP. p i _ = O p IMPACT RESISTANT,FEMA 361 p OC F!I�RATED MINERAL APPROVED,ALUMINUM a , oc HWJRRICANELARGEMSaId ! HU10WANBLARGEMS,SILS �, Architects and Planner WOOL INOULATION ®O ® CURTAIN WALL SYSTEM.BOD: IMPACT RESISTANT AWMI. ACT RES18TANT ALUM'• '�G� fMPACr RESISTANT ALUM• � ooc I.S.K. Reeves V, F.A.I.F �1Jdl4E 5/8"GYP. '�� CURTAIN WALL SYS.WRH 1.5/16" CURTAIN WALL SYS.WITH 16>w" CURTAIN WALL SYS.WITH F5/I6° A.I. PT BLOCKING/MTL Kevin R a t i g a n, f'ROwiO'IlMCT BOARD DOW CORNNG 195 SILICONE IMPACT RESISTANT LEVEL E IMPACT RESISTANT 4-y0+E TEFLON PAD IMPACT RESS,TANf LEVEL E R>wlb TArNT AiJA 1. EAJ.ANT,PER INSULCARD NSULAI ED GLAZING.BASIS OF INaLLgp FURIElNG AS NEEDED 1 Ian A. Reeves, A.I. J BEAD AND N1M ISOLATOR,TYP. NSULATED GLAZING.BASIS OF CWrIlTM�W�ILL lYS.WITH I ANUF,RECOMENDATIONS DBaGN YKK-YNC300 O.G BOD:YKK-YHC3fd0 O.G STEEL TUBE GOWMNS PER � Hlf/f�ll'IRAG?R�I6T ANT NOTE ALIGN NSIDE FACE OF MUW STRUCTURAL.DI DESKiN YKK•YHC300 O G 333 N. Knowles Ave.WaLL IW11 Winter Park, Florida 32789 Ave. AV LEOVO�I To 1 PT.WD.BLOGKNG NSUtAtION (407) 647-1706 5/8"GYP.BOARD ON 7'RIGID �� �� UP TO MTL ���ISIDE FACE OF CMU At SIMILAR 5/8 GYP.BOARD EXTENDED UP TO 5/8 GYP.BOARD EXTEND (SIM)CONDMON $/8 GYP.BOARD ON b'MET NSULAIION ON METAL PURRING N ON b" 0.f25 ALUMINUM BRAKE CO STNS FRAMING OMIT= 0.4 MTL DECK,ON 7 RK�D INSULATION ON DECK,ON 7 RGID NSULAd1 1 t. Myers,Hendry S t r e e t METALFURRNG STUDSFRAMNG 239613944a 33901 a 0 IL URTA1 A "HEAD - - , RTAIN WALL-HEAD626`� CURTAIN WA -J MB CURTAIN WALL-HEAD Corporate Registration r24 23 CURTAIN WALL HEAD 22 CURTAIN WALL HEADNo. AAC001197 BCAL.� 3' - T-0' YKK YHC 300 O.G. - •01 SCALE: 3' - 1'-0' BOD IN3�.GAFiD - • SCALE: 3" - 1'-0" BOD YKK YHC-300 O.G. �-01 SCALE: 3' • 1'-0' BOD YKK YHC-300 O.G� A- •� SCALE: 3' - 1'-0' BOD YHC�300 O.G. - •01 SCALE: 3' - T-0' BOD YKK YHC-300 0.1 5/8"GYP.BOARD ON T RIGID 5/8"GYP.BOARD ON T RIGID 5/8"GYP.BOARD ON 7'I FOAM BACKER ROD AND GYP W.ON WV GYP.BOARD ON TRI NSUL4TION ON METAL FURRING NSULATION ON METAL FURRING INSULA110N ON META L FUi SEALANT EA SIDE,TYP. 3„ I'J1ET STUDS.BATT INSULA 03.5/8 INSU,q�ON METAL FURRING CORNER BEAD,TVP. CORNER BEAD,7YP. CORNER BEAD,TVP. - PT.WD.BLOCKING 0.065 ALUMNUM PER WALL TYPES HLNI�CANE LAR4E MI66p.E I'1P BACKER ROD AND BACKER ROD AND BACKER ROD AND BRAKE COVER UMNS � ��H ? BACKER ROD AND � STEEL TUBE COL PER I�IOTANI'ALUM.CbNlTA�1 YJALL - DOD:1'IaCrYMif".�0.4 IMPACT RESISTANT,FEMA 361 STRUCTURALDI APPROVED,ALUMINUM HLN2RICANB LARGE MS,SI-E HURRICANE LARGE MISS 1 x 4 CONT I�IJOUS PT.BL CURTAIN WALL SYSTEM.BOD: FRAMB 0 'G l F.0) IMPACT TANT ALUM. IMPACT tANT AWMI.• FOAM BACKER ROD NSULGARD ° CURTAIN WALL SYS.WITH 1.5/16" ° CURTAN WALL SYS.WITH TAM" FRAME G t F.0 f' a ° AND SJ:AL�4NT EA. 1IMPAIIIIIURCTRINSISTANT CANELARGE_ ROUGH G 1R0.) a IMPACT RESISTANT LEYEL.E FRAME NG tF.O o a IMPACT RESISTANT LEVl a �E,TYP. AU CWS 1 WALL SYS.WITH F5/16" a NSULATI D GL.AZNC.BASS,OF INSULATED GLAZING.BA OF RO R>w10'1'iW A)ALE d °, RO F�ENGIR. d °. d „ d .�• IMPACt RBSfStANT LEVEL E 4 � q CONTINUOUS PT.BL DESIGKI'KK-YNG300 O.G ° DESIGN YKK•YHG300 0 INSULATED GLAZING.E�A818 OF 3 ° ° DESIGAIYKK-YHG300 0.0 ' � 1 x 4 CONTINUOUS PT. 8"CMU,CONCRETE a 1 x 4 CON'tNUOUS PT.BL a d ° d 2 ROWS FOAM BACKER RO o oa 8"CMU,CONCRETE q _ _ � AIS SEALANT,11'P. p FOAM BACKER ROD AND 8"CMU,CONCRl:1'E ELL# V4"GAP FILLED WUTH SEALANT BA.SIDS,,TYP. I PPROVED SEALANT ° 2 R M BACKER WATERPROOFMEMBRANE - -- 2 ROWS FOAM BACKER ROD - - - AND SEAT-ANT,7YP. - --- A WATERPROOF MEMBRAt�dE o �' APP{JED TO CMU,TYP. AND SEALANT,TYP. � sFRAME OPEN'G fF.O 3"X 3"GALVANIZED MTU. WATERPROOF MEMBRANE APPLED TO CMU,T1'P. CORNER FLASHING EXTIE DBD APPLIED TO C"J TYP. 1/8"GAP AND ROUGH OPEEN'G lR 1 GAp qNp V8 GAP AND 3 X 3 GALVA�UZ®METS FV7'ABOVE tOP SIDING BD. IiEXT.GRADE EXTEROR GRADE CAULK APPIROVOIXT, L BXt.GRADE CORNER FLASHING 1X1 GRADE CAULK PLL WITFyIN8ULA110 TRIM. CE:MBJT SHAKE SONG-P x 3" TOP Eflp• IMPACT RESISTANT,FEMA 361 1III ABO SONG VE K TYP. ° PT.B o K TYP. GAUL L CAU / 1 h 16' L t1'P. APPROVED,ALUMINUM EKING MTU. � 3"X 3"METAL CORNER CURTAIN WALL SYSTEM.BOD: AS NEEDED WATERPROOF MOMBRAI� I ° 3"x YABER CEMENT C FLASHW I•ff 3"x Y-BER CEMENT TRIM,TYP. ABOVE tOP SIDING BD, TRIM'TI NSULGA� HURRIGly`�LARGE LE IMPACT APPLEED t0 CMI,TVP. � TEFLON PAD ISOLATOR, RESISTA ALUM.CURT WALL SYS.WIT V8 GAP FILLED WITH FBER CEMENT SNAKE SIDING FIBER CEMENT-SHAKE SIDING AND FIBER CEMENT-SHAKE WING AND TYP. 1.5/16"IMI�S W RESISTA LEVEL E APPROM SEALANT 8"CMU,CONCRETE FLLED t X3"1RM. TX3"TRIM.BASIS OF DEBfd NK:�NHA 0.12SALLIMNUM BRAKE COVER COLOR INSULATW GLAZING.BASIS OF NICHIPRODUCTS TO MATCH ALUM,SYSTEM Dft5#,4`,%K.1'HC30I Q.G FIBER CEMBNI$HAKE SE:.E Sf RUCTURAL DWGS WkLl�-IMULLION r17CURTAIN WALL-JAMB CURTAIN 1NALL-JAMB C .IRTAIN WALL-JAMB CURTAIN WALL-J,IAMB 13CURTAIN WALL-JAMB CURTA 16 15 8CK"E: 3' - T-0' YKK YHC-300 O.G. A- .01 SCALE: 3' - 1'-0' BOD MLI) A- .01 SCALE: 3' - 1'-0' BOD YKK YHC-300 O.G. - •01 SCALE: 3' - 1'-0' BOD YKK YHC-300 O.G. - •01 SCALE: 3' - 1'-0' BODS: ��300 O.Q - � SCALE: 3' - 1'-0" BOD YKK YHC-300 O.G. ALUM.CURTAIN WALL SYS.W/SUNSHADE IMPACT RESISTANT,FEMA 361 DEVICIc ATTACHMENT.BASIS OF �( HW RICANS LARGE MISSILE IMPACT LINE OF GONG.SLAB 8!$L APPR0Y=,ALI.MW CURTAIN WALL H OMCANE LARGE MISSILE IMPACT RESISTANTS D YKK-YNC300 O.G `� RESISTANT ALUM.CURTAIN WALL SYS.WITH J-8 V4 TOOLED FIBER CEMENT$HAKE aDl DEVICiE - W/I6"IMPACt REIBTANT LEVEL E W�`At WOOD F-SIGN --, P HOLES®4'-0 I INSULATED CLOSING.BASS,OF TEFLON PAD ISOL.ATOI�,rYP• CONCRETE O M� SYSTEM.BOD:N$ULGARD ATTAOM E1V1.O�MlS,af>7�141�kYKK-YhK.3fAW� SLAB CORNER GAP FILLED WITH OA t7'xl7'STL.TUBS,COLUMN, 2 i k___ DESI�sN YKK-YNC300 O.G 0 J BEAD AND S�I.ANT APPROVED SEALANT, [ O -� 0.125 FORMED AWMINUT�T BACKER ROD AND BRA5/8 GYP BD.ON 3.5/8 METAL066 ' F Atlantic E FILLED W/INSULATION.SEE I--- BACKER ROD AND L' �� BRAKE COVER,PER = TYP. W/ STUDS.AND CHANNELS WATERPROOF 0.0"ALJJr1 NUM MUK�E STRUGT.DWGS. - _� TYP. --- MEMBRANE ON C =*W ON 'f GLIPS 0.065 ALUMINUM �, v h CW,RT'AN WALL SYS.MAIC• 0.125 ALUMINUM BRAKE CO , BACKER ROD AND TYP. f HG n'P.BRABeach aACIVRRooAI�ID J WLONPA ON �`p EL. T-2 1/2' A.F.F. 4-0 ■ Police sWMLAI�t,TYP. 0.125 FORMED - o. 3 8 - BOTTOM OF STL. "' 8"CMJW/CONCRETEp QO' / IL ALJGN� ALUMMBRAKE Department 6"x b"$tt.tWJmR i COVER - - r TALON PAD ISOLATOR, C6�-LS.SEE STRUCTURAL CO�.LN'R�1 REFER TO ALUMINUM 11 I T1'P.BETWFN STEioL AND >DTI�ICTIJIML i LBYBL 3 RATED BACKER ROD AND - ALUMNUM MATT VIALS �• WINDOW SYSTIIM. TEFLON PAD BOD:ARMORTBX ;� ISOLATOR, ANT �'. . City of mum FRAME 3 - 3 t1'P. 6 X b STEEL tuBB o �8 • 1F.0 IN'G t1=. i WOOD SHIM f HOLES FILLED WITHNSULATTONI , 3"X 6"STE:BL tUBB p . p Atlantic Beach - BAGK�ROD AND WITH FOAM NSULATION i G lF. 1/2 0 F.M. �. °°'A�JM. I I °a ° 90% Construction � BRAKE COVER � � ( ( IMPACT RESISTANT,FEMA 361 � C APPROAD,ALUMNUM Documents 6"X 8"STEEL TUBE FI WITH FOAM NU ATTON F IRRCANE LARGO MS,P I 3 5/8" 313/ I V4" N�G RD SYSTEM.BOD: POOR ° ° ' IMPACT RESISTANT AWMI?• TRIM. CEME:N1$HAKE SIDING 1'x 3" 01SALUMINUM CURTAIN WJAI.1 SYS.WITH{kb/ ' I of I I I I BRAKECOV6R B erservest his hereby common `_ i 0.125 FO Mt ALU HNUM IMPACT iIESS,tANt,FEMA 3b1 IMPACT REaISTANT LEVE�i»E ° I �__�wri__i LINE OF SUNSHADE DEVICE APPROVED,ALUMINUM INSULATIi D GLAZING BArI OF p (copyright and other pr rrights in these drawings. �__ _� BACKERRODAND (drawings shall not be reprc nxn--' ��n- VIII ATTACHMENTABOYMBAW�I60F CURTAINWALLSYSTEM.BOD: i DE6IGNYKK-YHC3000 SEALANT,TVP. g 0 ;;°;; �IIIII DBaIGNYKK-YHC3000.pF NSULGARD without written ere rep n CURTAN ALI L 11 CURTAIN WALL- JAMB CURTAIN ALL - JAMB 9 CURTAIN WALL-JAMB 8 CURTAIN - B , CURTAIN WALL- J MB consent of the architect, n to SCALE. 3" - T-0" YUCK YHC-300 O.G. - • SCALE: 3' - 1'-0" BOD YKK YHC-I O.G. - • SCALE: 3' - T-0' - • SCALB 3' - T-0" BOD YKK YHC-300 O.C� - • SCALE: 3' - 1'-0" am. GAAM - • SCALE: 3' - 1'-0' BOD INSULGAF� they to b e assigned to a n y f'HOLBS+s4'-0" D 0.066ALUM 1x4CONTINUOUaPT. • r@�� on and consent f 4-0' HURRICANE LARGE MISSILE BACKOR ROD AND A ALU FORMED 'BRAKE COVER W IMPACT RESISTANT AWMI. StL TTJBE ABOVE AWMNUM BRAKE CLIPS CURTAIN WALL SYS.WITH 4/16" 8"CMU,CONCR l COVER ON TEFLO IMPACT ROB STANT LEVEL N HURRICANE LARGE MISSILE PAD -TALON PAD IMPACT RESISTANT,FE"1A 361 IMPACt RESISTANT AWMI. INSULATED GLAZING.BASS,OF 11SOLAtOR, DEBIGN:YKK-YHC300 O.0 CURtAIN WALL SYS.WITH 1.5/16" i 2 ROWS,FOAM BACKER I� APPROVED,ALUMINUM 17'xp"STL.TUBE 'TYP. AND SEALANT,TVP. CURTAN WALLSYSTEM.BOD: COLUMN,FILLED W i IMPACT REISISTANt LEVEL E INSULATION, -49ACK R ROD 4 1 x 4 CONTINUOUS PT. ! HURRICANE LARGE MS,s DESIGN YKK•YHC300 O G W/CLJr$ DRAKE GO STRUCT.DWG$. BEAI.ANT,TYP I BACKER IIACT RESISTANT ALU1M f CURTAN WALL SYS.WITRO/V BACKER ( ! • sheet title 2RRO Wb P ASIaM BAB CK2R . f ROD 4 NSULAT'BD GLAZA NG BASS OF I R�4 be CONT.PT.BLOCKING o SEALANT, 2ROWSFOAMBACKER EXTERIOR WING t7 xf7 BTL.TUDE COLUMN, I SEALANT, NT' DESICN:YKK-YHC300�'a-�-�`"� ® �` IX,LED WTI/IN1bWJLATION 3 - - - - - 3 - 8 CMu,CONCRETE l'q CORNER ROD AND SEALANT,TYP. DETAILS DAOIcaR ROOD ArND M FRAME i FRAMEBEAD,TYPS.S.CORNER FLASFNNCs. B A 0/OJ OA�IT,'M'' GfF.O. V2° PEN'G 1F.0 1/2" PEN'G tF. S S.FL48F�NG. WATERPROOF J MOLD, CONCRETE SLAB ON VAPI CONT.PT.WOOD WATERPROOF MEMBRANE 7YP. BARROIR ON GRADS,.SEE �� d FIBER CEMENT-SHAKI€ ° d 6, TRUCT.DIWS HURRICANE LA4"MI6IJ IMPACT RlSS,TANI F,BBR GEMENT-}k3 SIDING AND f X3 IRM. a ° DOOR THRESHOLD PER $ f c �j A . SCale: 3"= 1 -0 AWI'1.G�lTIMNWALL 9Y8.W/8�NV6HADi DEVICE TRIM. ° SCHEDULE AND STOREFRONT EXPANSION JONT c A1?AOFIf' IT.Di1bl6 OFDE61Qhl YKK-YHCL� r, ° ' ° MANUFACTURER STANDARDS CONCRE11si 5 MI6" v 3 a a e a + • 0.4 d d d d � drawn: SER checked. DEB 3UN6FIADE U�EVICE ATTAGFdI RNT. I I I I S.S.FLASFNNG ibCtENDED °' S.S.FLA°.+HING EXTENDED REFER TO DOWN TO FRST ROW OF DOWN TO POT ROW 01� ° , a . d j i n I i I H I NAIL S-NO SEALANt ° NAILS-NO aF�4L�4NT LLL 4� a a a . a Q K . approved: T A R I I 111111 II11I �qQ DRAUINCI$ 3/8 SAS PON*=ALU1 M�JUJM BRAKE CO I I i����� 11110 P,4D HURRICANE LARGE MISSILE IMPACT RESISTANT LINE OF SUNSHADE DEVICE F �MENT FIBER CEMENT SHAT- • date: 06-02-11 ALUM.CURTAINWALLSYS.W/SUNSHADE DEVICE ATTACHMENT ABOVE.BASIS Of# ATTACHMENT.BASIS OF DESIGN:YKK-YHC300 DESIGN YKK-YHC300 O.G 5/8 G1?.BOARD ON 7'RIGID 5�/8"GYP.BOARD ON 2°'I � • project n o.821-09 O.G NSULA11ON ON W4 FURRING INSUL4110N ON METAL OM4 - WALL-JAMB - WALL-SILL WALL-SILLCURTAIN WALL-SILL . sheetA-5.01 CIiTA1 A L JAMB 5 CURTAIN 4 CURTAIN WALL SILL 3 CURTAIN z 1 - T-0" YKK YHC-300 O.G� - •01 SCALE: 3' - 1'-0" BOD: YKK YHO-300 O.G. - SCALE: 3' - 1'-0' BOD YKK YHC-300 O.G. - SCALE: 3' - 1'-0' BOD YKK YHC-300 O.G. - • SCALE: 3' - T-0" SOD CARD SCALE: 3' - 1'-0' BOD YKK YHC-300 O.G. 1 2 3 4 5 6 7 g 9 10 11 12 1� 14 15 COUNTER q CMU BELOW $ �X /S StL�ANGLE SES RJMC ANE LARGE MISSILE IMPACT Rl"TANT ALUM.CURTAIN WALL SYS.•SUNSHADE DLMGR DGYPSUM D tRD ON ADYICK-NC30m O.G tln. rxn% f-- SEE WALL TYPE DETAILS UII�IDERWRATI•!T WR DEGC ABO �� T � A OR SIDE SI:R FLO PLANS F I I PO CO ON AB - R NDITI 0 i i �iA'TING PAR1TttN8 I I WkOD SHIM I 3 6/8 BO XIED MIETAL STUDS �— 4WMINUM TIC L6VEL 3 I I %A"um YS SAND — — — — II G�5 IIS � III • �P� 141MOLD I I II r\ I 'tel 11 '� II G IZo Q LING _ IFLANS I I I B Architects and Planners I _ I.S.K. Reeves V, F.A.I.A. PT WOOD BLOCKING I d Kevin R a t i g a n, A.I.A. EL 5/S GYPSUM CELING ON3.5/8 METAL STUDS FRAMING-MM TO ALUMINUM CHANNEL >3IDE THREATS L q- 1 Ian A. Reeves, A.I.A. TSD�GPL,N FIt DE, KLRR 333 N. Knowles Ave. SEALANTONBotHSIDES Z3/4" Winter Park, Florida 32789 PAfA1NL68S S 6'-0"O.C. 3/8"1'GMPEREDGLASS 41/7' f' X4"TOf-m AIIJAYFROM (407) 647-1706 C$k.ASS 1518 Hendry Street Ft. Myers, Florida 33901 20 ALUM. BALLISTIC-HEAD 239-461-3944 r2'2 ALUM. WINDOW-HEAD SUNSHADE ATTACHMENT Corporate Registration YO SCALE: 3' - T-V BOD No. AAC001197 • SCALE: 3' - 1'-0' SCALE: 3' - 1'-0' BOD YKK YHC-300 O.Q I P�iLL BATT fNSUL.44?1oN tOWALL4YPES s 5/8"GYPSUM WALLBOARD. AID PLANS RRL�R TO WALL TYPfiB AND _ BACK6R ROD AND SRA PLANS BOXED 3 5/8"MEAL STUD HARICANELARGEMIISOU 3 5/8"METAL STLmB LMNUM BAW TIC LRVR1,3 IMPACT RESISTANT ALUM. CLEAR ANODIZED ALUM. �4AtED WINDOW YSTRM-JAMB CURTAIN WALL St'S. ITH 14/w, 5ALLI611C LEVEL 3 CHANNEL AND GLAZING. D:ARM IMPACT RESISTANT AIAL R PT WOOD BLOCKING BY ARMORTEX INSULATI®GLARING.BASIS OF SECURE ANODIZED A�M JYM 3 DESIGN:YKK-YHC3W O.G SEALANT ON BOT H SIBS , :: SIDE MIANNRI.At BOD: �MORT6X _ conk.PT.I3LOCICING o 0 CMU OIL.ow ZROWB FOAM BACK1Ea ROD AND SMALANT,TYP. - �OD SHIM 15"STIC LEVEL 3 �y�� � ' POAMBACKERRODAND RATED GLAZING •+rRW.iMNT,tYP. 3/8"fEl'1PRRRD GLASS k*GYPSUM ARD,RA ' THREAT °• E SEE FLOOR PLAN FOR ALUMINUM CHANIOL SIDE RATED PAOTITIONS TOOLOD EDGE FULLBATT INSULATION 1�III LEVEL 3 MTOTOPOP GRADI=VARIES-6" a Q RM TO WALL,A LAMS 1 LAB ft�,.�b„i�TANT PAN L WW 4"BATtEN i S a E F1VI" EACH 8l4M ... " '• a CONCRETE SLAB.RSM TO { S�DWGS. r16-%,,\ALUM. WINDOW JAMBr15-%%\ALUM. BALLISTIC MULLIONr%� ALUM. BALLISTIC-ilAM 13 CURTAIN WALL-SILL — SCALE: 3' - T—W — SCALE: W - 1'-0' BOD ARMOR'TEX — SCALE: 3' -1'—V BOC>. ARL40W X �-O SCALE: 3' - T—V BOD YKK YHC-300 O.Q S COUNT'ER 23/4 �'CMU BELOW �C LR1/Rtr,3 RA1'RD MBAR ANODI ALUM. LINE OP JAMB BE1�ON ftojQr Y NNEL BY 4*MORTEx 3/8"TEMPLr�EDGLASB ft"NTTYP Atlantic F SEALANT ON BOTH SIDES DASHED LINE NA4"6U LARTZ G�OUNT6R tSW COUNTERTRAY SECURE THREAT If�llh'ERORS) Beach 10 W1boD BLOCKING,TYP. IMPACT RESISTANT,W.4 ALUMINUM CHANNEL BlEYOND SOE SIDE i s 361 APPROVED,ALUMR�f'T WOOD BLOCKING -NAV'PT PLYWOOD ' CUZTAINWALL SYSTEM. Police COUNTER TOP.REFER TO 15/8 6 Ah L Y-8"A.P.P.OR � 3 S� BOD INSULGA IR7 INTEIRORDI LGN R-10"A.P.F.gADA BBN4�FLI BA Department DRAWINGS IStANTPANp.W4 'f fEN i COUNTER SftP G EACH S1l AM i 1 INR OP WALL, , �' T-81/16"A.R.F.a ADA - - - - - ' ' TOOLED IgDGR At IJi�OF WALL BRY Its/ Of COUNTER t i CAST�N-P - - - - - - - f*1 f STEEL TUBE RRAOW 16" C ANSION JOINT, I G IaXP ccNCRETE C N 70P OP ;r dD ftLTRD TO CMU' rn'• Atlantic Beach MASONRY ° I 9 ' /8"MIR AL STUDS FRAMIING S•�° Y OVER CMU11 E % Construction 3/4"QUARTZ ° ° WfboD BLOCKN TYP ° . I. D V4" p Documents 8"CMU,CONCRETE °. IPLLkD I ftLSH•IED TILE ONGROUT D VARINS(SUPWORPLANS) re§ervest his hereby pre EXPANSIONJ0INT copyright and other props fAllOTT's SlEEINT'�RORDULGS. rights in these drawings. Tr ALUM. WINDOW SILL ALUM. BALLISTIC-SILL COUNTER R�ORMILL,WORNCDL>l:SIGN CURTAIN WALL- SILL w�-bhout wshall ritten otpermiss pbe ermission 10 8 consent of the architect, nor \A-5.0&1 SCALE: 3' - T-0' — SCALE: 3' - T—W BOD ARMORTEX — • SCALE: 3' - 1'—V BOD NVSLLGARD th @y to be assigned to any pc `r.CiMUBRLOW O1LUSTICL W43RATED • r@�r�gi'b�°n and consent. STRRL.TUBE Z'xb"STEEL TUBE COLUMN �c Z 3/4" r EXTENDED PROM T.O.CMU TO 'I — UMINUM B"S11C LEYEL STRUCTURE ABOVE PRAMIE/C4•IANNIE1_BOD: LINE OP PURRED 42MOR rox BELOW — i TYP Z 1/211 - Z - - - - ALUMINUM BALLISTIC LEVEL 3 ' QUATRTZ COUNTER t S!'.I: HURRICANE LARGE MISSILE IMPA - - - - - - - RATED WINDOW SYSTEM-JAMB BALLISTIC RATED INIh'ERIORS) n - - -- -- AND GLAZING BOD:ARMORTbC Wftz;BLOCKIN i,TYP. RE.°ISTANt ALUM.CURTAIN WALL I I LEVEL 3 DEAL TRAY SECURE HIa�AT SIDE SYS.130D:YKK-YHC300 0.0 I BRCURE ANODIZED ALUMINUM JAL3 WOOD BLOCKING 'N,,4'PT PLYWOIOD J • sheet title F6/�"IMPACT I I (V4" SIDE AARMO AT SILL BOD VKIy" 3 TIC CONCROTR SLAB ON 15/8 6WINDOW RESISTANT LEVEL E u ORTEy( RL 3'-8'A P.P.- -— ' ' INSULATED- Ck CMN _ _ � �, • VkP�AEN4 PB!w 4"BATTEN VAPOR BARR�eR SPANDRELGLAZING. BLOW L,AVEtJFUJALLDETAILS i THtNs4r EL 3'•6 VIS"A.P.P _— +` SIDE LINE OP CMU WALL — - — — Toou�LSDGL:,TYP. ® mow ° i a - - - - f`N<1'x3/16"SfRE�TUBE BRA o CAST-IN-PLACE ' r- - - - - �a�'o.a soLTEDo cMu CONCRETE SLAB I „ _ --_ GONGRETEONTOPOP �r t° ��"" • scale: 3 = 1 -0 - - - - - - 0.065 ALUMINUM BRAKE COYN MASONRY a ° I 3'$/8"METAL STUDs3 McR,AMING i a • drawn: SER COLOR TO MATCH ALUM.SYSTEM LOPE 314"QUARTZ OYER GMU ° ° WfdOD BLOCKJN ,T1'P. S~— • checked: DEB BALLISTIC PANEL LL'sVRL 3 V4" K RATED a , a o. ° • approved: IAR WNR OP COUNTER T FOAM BACKER ROD 8"CMU,CONCRETE °. o �Ivw° PILJ.ED • date: 06-02-11 AND Slr4bANt FA POLISHED TILE ON GROUT YARIES(SRR FLOOR PLANS) r\ Al I • project no.821-09 frltioTE:SLS INT�RIOR DWGS. 5 ALUM. BALLISTIC-JAMB ALUM. BALLISTIC-SILL � COUNTER f�ORMq.LWORkDLLi:SIGN CURTAIN WALL-SILL - 2 1 sheet A 5.02 — SCALE: V - T—V BOD ARMORTEX — SCALE: 3' - 1'—V BOD ARMORTEX — . SCALE: 3' - 1'-0' BOD NVSUJL CARD i 1 3 4 5 6 7 8 9 10 11 12 13 14 15 PRECAST 1 EC PRAST CONCRETECONCRETE P PRECASt CONCRETE C� G FIDER C$MENT ° ° LINTEL SEE e LINTEL SEE STRUCTURAL LINTEL AEE STRUCTURAL 1 SFS 81DM4 a a ° STRUCTURAL d .a a i DRAWINGS 4 a d ° I DRAWINGS Q° ° a Qi DRAWINGS 4 T RIGID INSULATION ° a d I 4, ° a° SHAICi SIDING ° ° V\\//8YPUM ° I. WALLBOARD 5/8"GYPSUM BOARD d . I A d ° ° a ° . 1-1/2"RIGID a° I ° �° ° i 5/8"GYPSUM ° a STAINUM S f�L INSULATION ° ° ° WALLBOARD ° ° a ° PRECAST CONCRETE WNilllU PRECAST CONCRETE LINTEL H/2"LIGHT �— W2"HAT CHANNEL , SEE STRUCTURAL DWGS GAUGE METAL 2'LIGHT GAUGE METAL i I TYP SEE STRUCTURAL DWGS PURRING RJRRNG OR 1-V2"LIGHT CORNER W l INMrA G ■ �eG BEAD rED CORNER BEAD SEALANT BOTH SIDES r\ _ = t. � SEALANtBOTHSIDEB coRNEReEAD J- OG �LL \C ,0 J-BEAD i1, J■BEAD V 1777aEcuRtY PRAMS GROUT44L= aEcuRltY PRA1"B GROut PILLED P� Q AN11"ON HOLLOW SEALANT ON SEALANT ON DOOR AS PER SCHEDULI E+oTH METAL BOTHSIM DOOR HOLLOW METAL DOOR BOTH SIDES HOLLOW ME'T'AL DOOR B Architects and PI a n FRAME MUMS GLAz�G DOOR AS PER SCHEDULE I.S.K. Reeves V, F./ DOOR AS DOOR AS P1�R — DOOR AS PER Kevin R a t i g a n, / :00EQ. EQ. EQ. PER EQ. EQ. �Q. SCHEDULE EQ. EQ. Ian A. Reeves, / SCHEDULE 5-1/8 SCHEDULE EQ. EQ. EQ. EQ. EQ. EQ. 5-1/8 6" „ 333 N. Knowles Ave. Winter Park, Florida 3278 (407) 647-1706 EXTE I F SECURITY SECURITY 1518 Hendry Street Ft. Myers, Florida 3390 r2O"NDCVO EAD DETAIL 19 DOOR HEAD DETAIL DOOR HEAD DETAIL 239-461-3944 18 „ WINDOW HEAD DETAIL , DOOR HEAD DETAIL NCorporate Coro. AAC001197tration -5. 9CAl ° 3" - 1-0" -5.0 SCALE: 3" - 1'-0' -5• SCALE: 3" - 1'-0" iWAt�■tYPEB AND PLANA POR P RAt6D -5• SCALE: 3' - 1'-0' - , - ,_ , LOCATIONS SCALE: 3 1 0 C 2 CORNER BEAD 5/8"GYPSUM 5/8"GYPSUM 1112" T 1.1/2 LIGHT GAUGE 2 WALLBOARD WALLBOARD SECU11M Y CONDUIT S�iCURTT'CONDUIT 5/8" 7' METAL PURRING I-V2 LIGHT GAUGE SYSTEM SYSTEM J-BEAD INSULATION 2.. 5/8 CORNER BEAD METAL PURRING 2" S/8" JAMB ANCHOR JAMB ANCHOR DOOR AS PER CORNER BEAD 5/8"GYPSUM SCHEDULE WALLISO� T LIGHt GAUGE METAL Ft/Z IR141D 43 lG OR H/7'LIGHT I a G a N�OULAT'ION I GAUGE METALKRRNG WHERE INDICATED a L` �-— — PTLD iA ,b - I s n a In �CiMiNT � iu � CMU WALL r. lie I�HrA16i SIDING+ _ w JAMB ANCHOR - -- a v I SECURITYGLAZING - -'-` -" HOLLOW METALJu DOOR A8 PER SCHEDULE DOOR FRAME 1/WT A AD I SEALANT BOTH SIDES SGLAZING STOP SECURE � TY WATERPROOF MEMBRANE IDE DOOR AS PER �-- DOOR AS PIR SECURITY FRAME GROUT SECURITY PRAMS GROUT FELLED APPLIED SCH1DULE ULE MLLED SEALANT BOTH SIDES 3"x 3"MBER TO CMU,TYPICAL JAMB ANCHOR NGHOR 8"CMU GROUT PILLED CST CORNAR TRIM,TYPICAL 3"X 3"GALVANIZED HOLLOW METAL HOLLOW METAL SEALANT BOTH SIDES MTL.CORNER DOOR FRAME 8"GMU GROUT FILLED EX E IOR FI/T ABOVE TE O NDED SEALANT BOTH SIDES DOORFRAME E — SEALANT BOTH SIDES SECURITY SECURITY DOOR SIDING BOARD 8"CMU GROUT MLLT:D. — 8 CMU GROUT PILLED I CAO JAMB DETAIL PAINT AaSCHPsDULPr� 14 DOOR JAMB DETAIL 13 DOOR JAMB DETAIL ,2 WINDOW JAMB DETAIL JAMB DETAIL (CMU) S�C' : 1 -5• SCALE: 3' = 1'-0' -5• SCALE: 3" T-0" u Au.tYPEa AND PLANS POR PRAtED -5• SCALE: 3" - 1'-0" - LOCa�InoNa ��' 3" ` 1'-0' P CAat ?' 11/2" 8" 11/2" all CONCRETE CONDUIT MDrR Cult ° ° LINTEL SEE ° i � SECURITY CONDUIT sEcuRTY CONDUR a SFi�iKi 01DINr� a d STRUCTURAL ° a a d PRECAST CONCRETE SYSTEM SYSTEM tHREAT DRAWINGS a LINTEL SRE STRUCTURAL NCHOR SHA ICi SIDING I\A ° � — I 4 4 �4 7�. Atlantic Beach r 6HA 6C z Police r'�ca°rP®rI ' Department I Q ANT HOLLOW SEALANT ON : . City of DOOR AS PER GLAZING DOOR AS PER FRAME G • DOTH 81Ds� METAL BOTH SIDES CURTY aECURtY G4�.ARING HOLLOW METAL DOOR SCHEDULE SCH>eDULE O :MLLE Atlantic Beach DOOR 8ECURE SIDE FRAME �,FRAME Su AZING STOP SECURITY PRAMS GLARING S r"ld p NY BOTH ��//��c Q. EQ' EQ' DOOR AS DOOR AS PER GROUT PILLED SIDE GROUT111111.1.10 SES° e .7V COnStI'IJCtIO n 6-1/8 PER EQ. EQ. Eft. COVER SPIJCE Pp SCHEDULE COVER SPLICE PLATE 8" GROUT SCHEDULE i LD IVDAME AND pq RIC 95-'I/8 WELD t0 PRAMS�U�lD COMLL AND GRIND COYER PILL AND NO I Documents EXTE SECURITY ExPOJ°�T SECURITY EXPOa>�JOINT SECURITY DOOR Architect hereby e �o H' ,4D DETAIL 9 DOOR HEAD reserves his ommor DETAIL 8 WINDOW/ DOOR JAMB , WINDOW JAMB DETAIL copyright and other _ I JAMB DETAIL (CMU) rights in the - • SCALE: 3' -5.0 SCALE: 3" - 1'-0" \A-5.0, SCALE: 3" - 1'-0" -5 SCALE: 3" - 1'-0" 5 9 se drawings SEE WALL TYPES AND PLANS POR FIRE RATED SCALE: 3 . 1 0 drawings shall not b e rep LOCATIONS without written permissi( 8"CMU GROUt N6/8" H consent of the architect �= DOORASPER T they to be assigned to or SCHEDULE % �k DOOR EQ EQ n and conse o �'� r' i r@i 'ib ° � � 3 ' HOLLOW METAL PRAMS 4-- r - BEYOND - - "� - VT OFFSET SADDLE SECURITY GWZI1 DOOR DAME s SEALANT SEALANT i - FSJB:ROOM PFNISH SCHEDULOR E sheet title _-- __-- _ JAMB ANCHOR T�NISHMATTE AL ,, , SCHEDULE DOOR AND WIN OR FLOOR MNISH ------ - HOLLOWMETAL DooRASPER ' DETAILS DOOR PRAMS MW ONMiNT SEALANT BOTH SIDESSCHEDULE GROUT FILLED a MAtERAL AND SHAMMING JAMB ANCHOR SLOPE ' DOORSILL 1/8 GAh AND WATERPROOP MEMBRANE HOLLOW METAL - L M. foe-m" COVER SPLICE PIk,ATE = Y a a . APPLIED DOOR PRAMS 4 TOP OP WELD TO MRAME� SET IN PULLBED CA"'TYP. 3..X 3"GALVAt\IIZED SEALANT BOTH SIDES 4 4 FLOOR SLAB G LLRXPOSOJp �RND a ICT• TO CMU,TYPICAL Q a oPSEALANt • scale: 3" = 1'-0 M'rL.CORNER PLASHING 8"CMUGROUt PgLLED drawn:EXTEND®I-V2"ABGVE , � " Si«4LANT At BG'r'+�f SIDES PAaTENER 3/�"sEcuRlTYcoT awn: R.w. TOP SIDING BOARD �C°NCRIETE SLA® aYSTEM • checked: CEILING 3"x3"NEER K EXTE 10 CTEMENTCORNERTRIM,TYPICAL EXTERIOR HOLLOW METAL SECURITY . approved: IAR SECURITY 5 DOOR J MB DETAIL 4 DOOR JAMB DETAIL s DOOR SILL D" IL 2 WINDOW SILL DETAIL, . date: 06.02-„ DOOR SILL DETAIL -5.0 , - , , project no.821-0S – SCALE: - 1'– ' –5.0 SCALE: 3' - 1'-0" AEE WAu.tYPEB AND PLANA POR PRERATED V-5-01Y SCALE: 3" - 1'-0" SEE WA}Lkl-1�AND PLANS FOR FII RATED SCALE: 3 1-0 SCALE: 3 - 1_0 P J LOCATIONS LOGATi��+° • sheet A-5.03 1 2 11 3 4 5 6 7 g g 10 11 12 3 14 15 6/e"GYPSWM tEMPERED OR 4�RE WALLBOARD ON DISTANT METAL STUDS AND GLAZING. BATTNSULA11ONP0R COUNTER SUNK A BATT 3}"MItAL SCUD CRIPPLE PARTITION TYPES. INSULA O 6AS PER WALL GLAZING GASKET JGYPSUM WALLBOARD ON 3 6/a' METAL STUDS.f MOISTU� 34/e"MItAL STUDS BOX \,!oHEADER,TYP. HOLLOW METAL FRAME 3 6/e SCUD RESISTANT WHERE APPLICABLicJ • G BOX D#YPICAL CAULK AT BOTH SIDES G� HOLLOW METAL FRAME (� DOOR AS SCHEDULED 1�e d O COUNTER SUNK SCREWS, � g.. TYP HOLLOW METAL DOOR ��O d mum TEMP 19WORFIRERE818 ANT � ,� B Architects and Planners GLARING. I.S.K. Reeves V F.A.I.A. L METAL DOOR Kevin Ratigan, A.I.P FRAME DOOR Ian A. Reeves, A.I.A IQ. IQ. IQ. AS S sk IQ. IQ. 333 N. Knowles Ave. IQ. Winter Park Florida 32789 6 V8" 6/e 7 6/8 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 INTERIOR HOLLOW MTL. INTERIOR HOLLOW MTL , Corporate Registration WINDOW MULLION ! DOOR HEAD DETAIL Na. AAC001197 18 WINDOW HEAD 17 s -5.0 SCALE: 3' - 1'-0' SIE WALL T�' AND PLANS FOR FISRATED -5. SCALE: 3' - 1'-0' SEE WALL TYPES AND PLANS POf� RATED'I -J�� ' SCALE: 39 - 1f-p' 60 WALL'h'P*AND PLANS FOR FIRE RATIO LOCATIONO LOCATIONS LOCATIONS HOLLOW METAL PRAMW -- COUNTER SUNK SCREW%,TYP• HOLLOW METAL EQ. EQ. EQ. TIMPI:Ri:D OR FIRE RESTS ANt BATTTION AS DOOR FRAME GLARING. WALLTY as TEMPERED OR PERI ISTANT JAMB ANCHOR COUNTIR SUNK GLAZING SCREWS,TYP. ;� - udi D HOLLOW MITAL FRAME z d d % DOOR AS '° GLAZING GASKET Ii �. SCHIDULID w � itD WALLBOARD ON 3 r' h4LSW6 1M018 TANT WHIRI APPLJ E CAULK t I PTH DOOR AS SCHEDULED INTERIOR HOLLOW MTL. INTERIOR HOLLOW MTL..,. WINDOW TRANSOMr,2WINDOW MULLION DOOR JAMB DETAIL (eei�3 _ 1 SCALE: 3' - 1'-0' SEE WALL T�'PIS AND PLANS FOR PRI RATED -5. SCALE: 3' - 1'-O' SII WALL TYPIS AND PLANS POi�FIRE RATT=D 5 SCALE: 3' - 1'-0' SEE WALL TYPIS AND PLANS POR PIRI RATED LocATION� LOCATIONS LOCATIONS 6/8"GYPSUM WALLB0Aft ON J Eye,3 BAWSTIC RISIStANt METAL STUDS AND BAT`!} PANEL INSULATION PER PAR11 ftN BATT TYPES. rIS�,,A O bS PER7T1- 3}"MEtAL STUD CRIPPLE F Atlantic 3�/S"METAL STUDS BCS I' W,p,LL i JAMB,". 8"GYPSUM WALLBOARD ON 3 6/8' Beach METAL BTTJDS.IMOIS,'UIa HO OWMETAL FRAME LL 3 6/e" S RESISTANt WHIRI APPLICABLI) COWNTER GUNK SCRIM BOX 1'PIOAL - Police TIMPk'?qW-DORFIRE R STANt i CAULKAtBOtHSIDIB Department GLAZING. B==J � � LIVEL3 BAWSTIC '� ao f RISBTANT HOLLOW METAL City of DOOR FRAME G Atlantic Beach ,. THRIATSIDI 907o Construction d RISES N DOOR to. IQ. Ia Documents Atrchitect hereby expri HOLLOW MTL ;BULLET RESISTANT reserveshis common INTERIOR , c<ppyright and other proF DOOR HEAD DETAIL rights in these drawings. T WINDOW JAMB DETAIL s dtrawiut shall not r rsion � - � � w9'rthout written permission -5• SCALE: 3' - 1'-0' SIEWALLT'YPESANDPLANSPp p 'RATED SCALE: 3 1-0 N cpnsent of the architect, nor LOCATIONS thiey to be assigned to any F 6 V8" PA 3 • TIC REST t t LEVEL 3 NT HOLLC . r6vgl Ao ' RISIStANtHOLLOW n and consent. TIMPERID OR FRE RESTS ANT THREAT SIDE METAL DOOR PRAMS IQ. EQ. EQ. GLAZING. BA TION AS PER 67/e" COUNTER SUNK SCREWS, IQ. I7 Q. \ \ \ \ \ JAMB ANCHOR HOLLOW WAL day FRAME SHEETsheet title RIFE TO lSHTR D SlTl ft DOOR AND WIND APPLY APPROI/ED FLOOR PINSH TRANSII1Cd N j d OFFRAMIASBOTTOM DETAILS DETAILS REQUIRED APPLY APPROVED 8IkLANT At RERER t0 SHEET ID-l62 BOTTOM OP PRAMI A6ftQURRD 7' FOR FLOOR FT�ISH 6/a" WALLBOARD TRANSITION DITAILSON % AL STUDS �, 0-' 10m'-0 _ fM RR818TANT WHIM �'�SIDE scale: 3 = 1 -0 a d d' TOP OF a d v . , � PLOORSLAB • drawn. MR,SER a c LEVEL 3 BAWSTIC d RISIBtANT DOOR • checked: DEB © K tBOTH K • approved: EAR iSm b MTL. INTERIOR HOLLOW MT SISTANT • date: 06-02-11INTERIOR HOLLOWh. BULLET RE • ro'ect n o.821-09 3 WINDOW SILL 2 DOOR SILL DETAIL , DOOR JAMB DETAIL p E -5.0 SCALE: 3' - 1'-0' SII WALL Tim AND PLANS FORPERIRATED -5• SCALE: 3' - 1'-0' SEE WALL TYPES AND PLANS Poi FSI RaTID 5 SCALE: 3' - 1'-0' /� LocATTONs� LocATloNs • sheet /-�-5.04 1 2 3 4 5 6 7 8 6 10 11 12 13 14 15 I A N -0 ` 0 �4\ : o G B Architects and Planner I.S.K. Reeves V, F.A.I.) Kevin Ratigan, A.I. Ian A. Reeves, A.I. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 C i D CONTINUOUS FLOOR PER IFS\IISH ALUMINUM SCI-IEDULE,86E EXTEND TO STRUCTURE CLOSURE INTERIOR DRAWINGS PLATE I PRY RRGL MOLDING AND BRACE AS REQUIRED E FOR C®IJNG MATERIAL 3-6/8"STUDS,EXTEND TO a A FOR COLING MA ND AND HEIGHT,SRR LINE OF CEgJNG FRAMING i i STRUCTURE AND BRACE AS HEIGNt,ISEE REPLE CEILING I?EPLECtED CEIIJNG PLAN SEALANT i i REQUIRED PLAN ---- -- - CONTROL JOINT 0 100 S.P.MAX.OR AS 3/1G"'W'REVEAL,TYP. i POR CEILING MATERIAL AND STRUCTURAL — CONCRETE SLAB OVER "Q INDICATED ON REFLECTED CEILING i i — -- HEIGHT,$EE REPL roTED C 5WNG S.�L � i i MVAL DECK,SEE PLAN i PLANSTRUCTURAL STRUCTURALDRAWINGS EL. 70" e3)COATS PORTLAND GEMENT '� BOTT M OF DRAWINGS PLASTER ON DIAMOND SECURITY i 4 CEILING MESH METAL LATH SUSPENDED _ �E_L. SEE RCP CEILING 11111111111111 %F%N BOTTOM OF CEILING 6/s'GYPOUM BOARD 3}"METAL LINE OF MILLWORK WHERE ° Atlantic STUD FRAMIN END t0 S Aanc 3-6/8"WGHT GAUGE METAL STRUCTURE A D RACK A8 F STUDS QUIRED 6/8"GYPSUMBOARDON3-$/8° Beach STUDS i i CO BEAD,T EL. ABOVE UPPER --------------- CABINET LOCATIONS ----- -- _ L.. -._ CORNER BEAD,TYPICAL ___ Police EL. SEE RCP FFIT HEIGHT A.F.F. i Department PLAS EILING CONTR JOINT DETAIL BULKHEAD DETAIL CEILING AT SLAB OPENINGS— LKHEAD ABOVE CABINETS City Of � s � - W.4-E: 1-1/2" - 1'- " TYPICAL A-5.10 SCALQ-: 1-1/2" - 1'-0' A-5.1 .Atlantic Beach 0 SCALES 1-1/2' - 1'-0' - 10 SC • 1-1/2' - 1'-0' 90% Construction Documents PRY REGLRT"J MOWING, FOR CEILING MATERIAL AND Architect herebyex EL. SEE STRUCT. / F ----- PRYREGLETIV'MOWI TYPICAL HEIGHT,SL'kREPLECTEDG®IJNG eserves his common B.O. STRUCTURE TYPICAL FOR CEILINOMATERIAL AND PLAN REPLECTED CI=ILING HORIZONTAL BRACING SUSPENDED PLAN /s'GYPSUM BOARD ON 3}"METAL copyright i and other g . r� 3}"METAL STUD HEIGHT,SM At 24"O.C.WHEN /—ACOUSTICAL CEILING L rr i h t s g i n these d ra w i n STUD FRAMING, �Irawin s shall not be re rc VERTICAL HEIGHT TILESTRUCTURE AND BRACE AS without written permission Inv— EXGEEDS�B" REQUIRED H consent of the architect, nc they to be assigned to any PRY REGLET V,MOWING, GYPSUM BOARD ------------ ----- t1'PIGAL _ ON 31"METAL STUD �; • r@�rgpon and consent FRAMING,EXTEND TOoL`Q I EL. 10'-0" FOR CEIIJNG MATERIAL EL. 9'-0" STRUCTURE AND BRACE ASRI�QUIRRD EL. 11'-0" = BOTTOM OF CEILING AND HEIGHT,BEE BOTTOM OF LIGHT FIXTURE REFER TO LL38AW9tIG `Q REFLECTED C2WNGPLAN CEILING '� BOTTOM OF ELECTRICALDRAWINGS fStANtPANEL CEILING o// EL. SEE RCP PRY REGLEI"W a"GYPSUM BOARD ON L�w -- - MOLDING,TYP. n 3}"METAL STUD CEILING HEIGHT A.F.F. PRY REGLV LU O O 6 METAlt FRAMING,EXTEND TO STRUCt STUDS AND GYPSUM BOARD ON 3}"METAL "- • sheet title MOWING,TYP. BRACE AS REQUIRED � STUD FRAMING,EXTEND t0 CORNER BRAD, GORNRiR BRAD,TYPICAL 9'-0"n STRUCTURE AND BRACE AS TYPICALn BOTTOM OF SOFFIT CEILING REQUIRED EQ EQ EL. 10'-0 CORNER BEAD, 2�n BOTTOM OF GYP. -------- — -- -Oil TYPICAL I� col�?DS DETAILS KCAL BOARD 1-1�5 31CD L015131'r 1-100 Slop. _ � » EL. SEE RCP SOFFIT HEIGHT A.F.F. ELLBALLISTIC LXyRL3RATW • scale: AS NOTED GLAZING AND ALUMINUM PRAMS"NORSHIELD- • drawn: MR V 'CURITY SRCUASYOFDESI N - checked: CEILING AS BASIS OF DESIGN K O IT D�TAIL TYPICAL SOFFITI I T • approved: IAR 4S F3 DETAIL AT COUNTER 2 LGH COVE DETAIL , S FFIT DETAIL • date. os-o2-11 "lIIfA- SCALE: 1-1/2" - 1'- ' -5.10 SCALA. 1-1/2' - 1'-0' A►- . SCALE. 1-1/2' - 1'-0' - SC : 1-1/2' - 1'-0' • project no.821-09 • sheet A —5.10 1 2 3 4 5 6 7 g g 10 11 12 3 14 15 I 1/81,GAP AND WATER} SISTA t EXT.GRADE 5/8"G BOARD 5/8"GYP.BOARD A ®,4RIEJEIiR'4'IEM NE � CAULK,TYP. APPWEI WITH 2" ON 3-5/8"METAL CMU,TYi� STUDIS WITH FIBER CEMENT- FIBER CEMENT 4'X3" F LI TI ON 2" INSULATION. BATT LIGHT METAL SHAKE SIDING TRIM. 5/8"GYPSUM BOARGI ON 5/8"GYP.BOARDFURRI G kk 3-5/8"METAL STUDS LLNTH ON 3-5/8"ME'fr.AL HOLLOW METAL DOER G\,� BATT INSULATION. STUDS WITH"TT SEE DOOR SCHEDUWK Q� MITERED JOINT BACKER 5/8 GYP.BOARD CORNER ROD AND SEALANT I INSULATION. ON 3-5/8"METAL FOR DETAILS Grp EACH SIDE,TYPICAL t0 WALL TYP :AND INSULATION.ON.BATT � �G PLANS FOR _ \ a DETAILS TO WALL TYPE AND o CORNER BEAD, INTERIOR ALUMNUM e TYPICAL O e Q a. PLANS FOR DETAILS \ STOREFRONT.REFERt a t0 WINDOWS ELI=1/At1�7N I coo SHEET POR DETAILS ARD B 5/8"GYP.Bo Architects and Planners ON1-V2'HAt I.S.K. Reeves V, F.A.I.A. e CHANNELS Kevin Ratigan, A.I.A SI-NM AS REQUIRED 8°CMU -- Ian A. Reeves, A.I.A 333 N. Knowles Ave. CONTINUOUS PT. m.125ALUMIINUMBR Winter Park, Florida 32789 _.. _ _.._...::. _._.:.... _ �K (407) 647-1706 BLOCKING WINDOW FRAME. - COVER 1518 Hendry Street TO WINDOWS ELEVATION Ft. Myers, Florida 33901 5/8"GYP BOA ON 3-5/8" NTAL DOOR PRAM SHEET FOR DETAILS HO I'Mb DOOR SCHEDULE 239-461-3944 MIETAL G N LARGE MI ILS IMPACT Corporate Registration RESISTANT ALUMINUI'+�CURTAIN FOR No. AAC001197 WALL SYSTEM WITH ""ACT CMU,F Y G UTED RESISTANT LEVEL E 4LAZING CXL.LS WI H REIN RCING, BASIS OF DESIGN: C °9"St TI Q!A YKK-YHC3Om O.G. GY BDA WITH 2" {AMID IN TIO ON 7' CORNER WOPHT G Al. BEAD,TYP. 12 PLAN DETAIL 11 PLAIN DETAIL ,o PLAN DETAIL PLAN DETAIL ' 9 -1.2 SCALE: 1-1/2' = 1'-0' - •2 SCALE: 1-1/2' = 1'-0' \A,-5.2(Y SCALE: 1-1/2' - 1'-0' Y-2 SCALE: 1-1/2 - 1'-0' 5/8"GYPSUM BOARD ON 3.5/8"METAL STUDS. 5/8"GYPSUM BOARD ON 5/8"GYPSUM 3-5/8"METAL STUDS. MOISTURE RESISTANT 5/8" BOARD ON 3-5/8" GYPSUM BOARD BOTH 5/8"GYPSUM BOARD WITH 2' SIDES ON 2"METAL STUDS CORNER BEAD, METAL STUDS RIGID INSULATION ON 2"LIGHT TYPICAL I=6 BOTH SIDES. GAUGE METAL PURRING WITH K BATT INSULATION. STRUCTURAL COLUMN,SEE STRUCTURAL DRAWINGS POR FIRE RATED PA OUITION UL HOLLOW METAL DOOR FRAME. 9,11 GROUTED INFORMATION DESIGN NO.UA*S-5/8 TO DOOR SCHEDULE POR DETAILS 8' AMU FULLY f GYPSUM BOARD ON 3-5/8" rte. METAL STUDS BOTH SIDES, CEL,{LS WTH WITH BATT INS�,ATION. ORGN a . REIN�e G, . ...... E i ui CORNER BEAD, " Q TYPICAL STI {C CORNER / TUBAL BEAD,TYP. ut MOIS STANT 5/8" 5/8"GYPSUM BOARD ON FIRE RATED P,�RTITION UL g DESIGN NO.U405-5/8" 3-5/8"METAL STUDS GYPfU ARD ON 3-5/ " 1 HR FIRE RATED GYPSUM BOAOD ON 2" METALS WITH BAT? FIRE TED ARTITION UL DESI .� INTERIOR ALUMINUM METAL STUDS GOTH SIDES, INSULAtI -5/8" PSUM BOARD ON 3-5/8" STOREFRONT I UI 'AMU MET L Stu BOTH SIDES,WITH BATT WITH BAtt 1N8�4TION. PULLY INS ATION. GROUTED . REINFORCING, WITH MOISTURE RESISTANT ♦ o �NIFORCING '', 5/8"GYPSUM BOARD*N 5/8"GYPSUM BOARD WITH 7' SEF 5/8"GYPSUM BOARD ON Atlantic 8"METAL STUDS BOTH (' RIGID INSULATION ON 2"LIGHT 4" St%ICTURAL 3-5/8"METAL F FIRE TECH OLLOW METAL DOOR FRAME NI SULATION. ATt 83 8„ GAUGE METAL FURRING STUDS WITH BATT AND FIRE R ED DOOR.PARTITION UL INSULATION. DESI N NO. 465.REFER TO DOOR Beach ULE R DETAILS Police 8 PLAN DETAIL PLAIN DETAIL PLAN DETAILDETAILs 5 PLAN .2 -5.2 - �- SCALE: 1 1/2 1 0 SCALE: 1-1/2 - 1-0 SCALE: 1-0 2 SCALE: 1-1/2' - 1-0 City of G Atlantic Beach go% Construction oocuments WATER RESISTANT BARRIER MEMBRANE APPLIED TO CMU,TYP. i 8 MU LY MITERED JOINT' Ar`cch tect hereby ex re C PWIL 'D Y P GMIEOUTEID CELL CORNER reserves his common WItN FIBER CEMENT-SHAKE%0ING 5/8 GYPSUM BOARD ON K c i h t and otherprop IO} NG, 8 8i ST t A /i „ 3-5/8 METAL STUDS WITH BATT E 8 Yr 9 . I 8 E INSULATION,REFERTOWALL 6 rights in these drawings. TI c '�N TYPE AND PLANS,BOTH dr`cawings shall not be reprodt q A(p WEER CEMENT 1X3 5/8 GYPSUM BOARD ON 8 Op TRIM. METAL STUDS WITH BATT 4� cQq IDES without written permission r• INSULATION,REFER T'O WALL CORNIER BEAD, 1/8 HAT 5/8 G UM BOARD WITH 2" °p 8"CMU H c o�n s e n t o f the architect, n o r TYPE AND PLANS,BOTH TYPICAL CHANNEL R I SOLATION ON 2'LIGHT CONCRETE t hloDy to be assigned to any p SIDES GA METAL PURRING <° PILLED n and consent. STRUCTURAL COLUMN,SEE 5/8' M BOARD T ° STRUCTURAL DRAWINGS - -, .... .. .....- ' ��META777UL AL STUOS —BACKER ROD AND 5/8"GYPSUM EACH SID W4T INSULATION SEALANT E, uat 5/8"GY OARD ON 2' BOARD ON 2" B TYPICAL PSUM B METAL STUDS 2 METAL STUDS d ° WITH BATT a - - INSULATION ANT,PEM �J IMPACT RE:SISt 361 APPROVED,ALUMINUM QI.URTAIN WALL SYSTEM.BOD:NIL.GARD J \� sheet title a, WOOD BLOCKING AS N °` °. ° PLAN ... . ....... DETAILS CONTINUOUS PT. STRUCTURAL COLUMN,SKIN 1/8"HAt 5/8'GYPSUM BOARD ON WOOD PT.BLOCKING STRUCTURAL DRAWINGS 1/8"HAT CHANNEL CHANNEL 3-5 " =AL STUDS WITH 2" °.. AS NEEDED RIGI I LATION /all GYP.BOARD WITH �. scale: AS INDICATED 2"RIGID INSULATION ON 2"LIGHT GAUGE METAL PURRING drawn: M R 5/8"GYP.BOARD ON ON checked: DB 1-1/2"HAT CHANNELS K approved: IAR PP date: 06-02-11 4 PLAN DETAIL PLAN DETAIL 2 PLAN DETAIL ! PLAN DETAIL _ 2 _3 _ 1 project no.821-09 SCALE: - T-0' -2 - • _ -2 SCALE 1-1 2' = 1'-0' - .2 , SCALE: 1 'I 2 _ 1-0 / - / SCALE: 1 1 2 1-0 sheet A--5.20 i i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A G�5 5 G� B Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A A. Reeves,, A.I.A 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 C BALLISTIC LEvp&3 RATED PIBER GLASS PANEL STEEL.COLUM4IFOR FIRE DOOR GUIDE,SEE STRUCTURAL DRAWINGS POPPOSTA- D 4 FIRE RATED PARTITION UL DISI CORNER BIAd,TYPICAL U466-5/8" GYPSUM BOARD 3-6/8"METAL STUDS BOTH SIDES.REPER TO WALL TYPE FIRE RATED PARTITION UL DESIGrMid AND PLANS FOR DETAILS U465-6/8" v GYPSUM BOARD 3-6/8"METAL l3TUD8 ,\�� \ CORNER BEAD, BOTH WITH BATT INSU TION. SIDES LA TYPE CAL RIPER TO WALL TYPE AND PLANE FOR DETAJLS `. STEEL TUBI ABOVE FOR FIRE DOOR E ATTACHMENT IMPACT Roe*TANT, PEMA 361 AP.30ROvIp, CL ALUMINUM CI AJN / WALL SYSTRIM.BASIS Oi DESIGN:INNLOARD STEEL TUBE ABV VE FOR FIRE DOOR FIBER CEMNNT rX3" TRIM. SUPPORT BALLISTIC LEvo&3 RATED RIDE ` GLASS PANEL PIBER CIM!#NT SNAKE SIDIt{G a F Atlantic 0. CORNER BEAD, Beach TYPICAL Police P• I 2 Department PLAN DETAIL -8, s \ A- •� SCALE: 1-1/2' - 1'-0" DOOR AND / DOOR PRAMS.RISFER TO City of WALL TYPE,PLANE AND G DOOR SCHEDULE POR g 6/8"GYPSUM BOARD WITH 2" ►tlantlC Beach DETAILS RIGID INSULATION ON 2"LIGHT GAUGE METAL FURRINGa0% Construction 8"CMU.SEE LL WATYPE FOR CORNER Documents PIRE RATED PARTITION BEAD,Ti-P. H 6/8"GYP.BOARD WITH TRIGID Architect hereby expr CORN INSULATION ON2"LJGHTGAUGE 1P RA ARTITTONULDESIGN r serves his common 6/8 GYP.BOARD WITH 7 METAL FURRING RIGID INSULATION ON 7' BEAD,TYP. NO.U4 - 8"GYPSUM BOARD copyright and other pro LJGHt GAUGE METAL. all CMU.SEE WALL TYPES ON 3-6/ AL STUDS BOTH I r i kg h t s in these drawings. 1 FURRING POR FIRE RATED SIDES,WI N ATT INSULATION. cl ra w i n g s shall not be rep roc HOLLOW METAL DOOR FPARTITION SEEDOORSCHBDULI REFIRt TYPRANDPLANS without written permission FOR DETAILS PORDE 6/8"GYPSUM BOARD consent of the architect, not 3-6/8"METAL STUDS. ttK►ey to be assigned to any I IaFIR t0 WALL TYPE uZLJbjaUJ firz+ n and consent. AND PLANS POR DETAILS ,- i.., 2 � �� � � — 2 v FIRE RATED PARTITION UL EXTERIOR WALL,FIRE RAT DESIGN NO U466 6/8" PARTITION UL DESIGN NO. MIC:HAf�IGAL �� GYPSUM BOARD ON 3-6/8" U465-6/8"GYPSUM BOARD i METAL STUDS BOTH SIDES, ON 3-5/8"METAL STUDS,WITH ALIGN �SI TO FIRST FLOOR WITH BA*"INSULATION. BATT INSUI.ATION. BACKIR WATER RESISTANCE I REFER TO WALL TYPE AN? ROD AND SEALANT BARRIER MEMBRANE PLANS FOR DETAILS • sheet title EACH SIDE,TYPICAL APPLIED TO CMU.TYP. 6/8"GYPSUM BOARD O PLAN — FIBER CIMINT NY FIBER CEMENT-SHAKE SIDING REFER TO WA"ST I'r DETAILS TRIM. AND PLANS FOR DETAI 1'-1f9" — INSULATED METAL PANIL BASIS OP DESIGN:CENTRIA • scale: AS INDICATE 6/8"IXTTaROR • drawn: MR FIBERG"aS SHEATHING checked: De K approved: IAR • date: 06-02-11 2 PLAN DETAIL , PLAN DETAIL . project no.821-09 LA-5-21J SCALE- 1-1/2" - 1'-0" - SCALE: 1-1/2" ' 1'-0' • sh eet A-5.21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AI. INSTA"ATION NOT=& TtMPORARY cupm Nome: "OF MASONRY WALLWITH WATO IST SHOWER AREA BEFORE INSTALLING TILES. ASA SHOWER CONCRETE FILLIP CIELLS. ° 2. WA TEST:CLOSE DRAIN PIPE WTH TEST PLUG.RLL SHOWER FLOOR L INbTALL TEMPORARY CONCRETE CURB 2'-m V 4"CHAMFER WITH R JUST BELOW THE TOP OF CURB AND LET IT SIT FORA A MINIM OF IVANTY FOUR(24)HOURS.IF NO LEAKS DETECTED 2.IN*TALLNEW WATERPROOF MEMBRANE OXY DOWEL INTO ° lU7H TILE INSTALLATION. Uli3 AND OYER TEMPORARY CURB 3" 1-m" MASONRY WALL f V 03 STEEL. ° CAST-IN-PLACE CONCRETE REBAR X016 INCHES O.C.INTO ° 3•'4k1�TER WATER TEST REMOVE TEMPORARY CURB MASONRY WALL RADIUS CORNER,SMOOTH INStA FIfSER-RE9NFORGED CEMENT BOARD IN SHOWER AND DRYING AREA. MLD DOWN WAT�SRPROOF MEMBRANE ° FINISH �CJ UNIDER TILE a ° CASt�N-PLACE coNCRE1'i': eG 4.INET WALL AND FLOOR TILES LUTH DRY-SET MORTAR BENCH TOP.tROWF.t.FINISH, ° REINFORCEDW/4x4.W4.OxW4.m ORO ALL.WALL AND FLOOR TILE WITH DRY-SET PORTLAND CEMENT GROUT. _° _ _ W.W.F. COL To MATCH GROUT COLOR 3/4"CHAMPNR °� ° LINE OF MASONRY WALL WITH b. CONCRETE PILLED CELLS. O GAUL ALL CORNERS AND EDGES WITH SILICONE CAULK a ° v a 3/8"DRIP 1�GE f O COL TO MATCH GROUT COLOR. ° °° ° @ STYROFOAM aQ G 8 CMI,{,EPDXYPAINTEDWITH - EPDXYDOWRLINTO e Architects and Planne "l0 ° MASONRY WALL!U 03 STEEL 11) 3 S7EEI.ROAR VERtIG4L® I.S.K. Reeves V, F.A.I. 16"O.C.AND CONCRETE FILLED MROARR 16 O.C.INTO Kevin R a t i g a n, A.1 I a a Ian A. Reeves, A.I ° h FINIBHFLOOR CAST-IN-PLACE CONGR 333 N. Knowles Ave. a 1 _ ROUND EDGE SMOOTH FINISH Winter Park, Florida 32789 ° 407 647-1706 J ° EPDXY DOWEL N 03 ° a 1518 Hendrytreet Y REBAR,YINTO CONCRETE Ft. Myers, Florida 33901 SL.AB0 239-461-3944 8INCH O.C. ° L� Corporate Reggistration No. AAC001137 ° C CELL BUNK BENCH FINISH FLOOR - •3 SCALE: 11/2' - T-0' ° EPDXY DOWEL tv 03 O - REBAR,3"INTO CONCRUTE SLAB S 8 INCH O.C. CERAMIC TILE IN THIN SET SETTING BED 4. S. INtALL t};0 MIN.FELT 5 l 4 Y• ON METAL STUDS UNDER CEMENT BOARD. D j 3- '"ORE"METAL StuD 2 CELL BULK PEARAL WALL CEMENT BOARD 1TLEUNDERLAYMENt - SCALE: 11/2' - T-0" ON STUDS.SEE NOTE 40 MIL.WATERPROOF MEMBRANE APPLIED PER MFG.SPECIFICATIONS LINE OF WALL BEYOND PEA GRAVEL TO COYER WEI2P HOLES IN DRAIN -- CURTAIN ROD ABOVE CONCRETE MORTAR PILL — TEMPORARY GONTINLJOUS CONCRETE CURB o W/V2'MN.COVER OVER ft-MOYNAPIVIRWATUR� � ' tSEE tEMPORARY CURB NOtEB) WATERPROOF MEMBRANE BEGIN SLOPE 2-?J'FROM INSIDE FACE OF SHOWER WALL WATERPROOF MEMBRANE E ® SEALANT TYPICAL ADJUSTABLE THREADED APPLIED PER MFG.SPECIFICATIONS DRAIN TOP WITH 4"ROUND CERAMIC TILE IN CHROME POLISHED PLATE CONCRETE MORTAR FILL THiN SET SET"11NG BED WATERPROOF MEMBRANEY.,MIN.SLOPE TO DRAIN FOLD GOWN UNDER TILE 3V2, WATERPROOF MEMBRANE a 4 n ° • AFTER WATER TEST j _ ° d ~° • �' 3PJ MIL IIIN-$ED WA'I I:RPROOF CERAMIC flLE IN CERAMIC FLOOR PILE IN THIN SET SETTING BED MEMBR:�Q►NE APPLIED OYER / SLOPE TO DRAIN CONr,0F rE SLAB CHIN SI`aT SETTING BED I I SEE FINISH SCHEDULE "r PER .SPEG�ICATIONS SLOPE t0 DRAIN FOR SIZE AND COLOR \ SLOpE t0 DRAIN • • a ,° n2 '.�� ° • Atlantl a 4 Q q ° F C ° . 4 ° .. a -4 o p ° . Beach //�� /� ° e ,a .47 a .a. • ° • -a d °.' d °° ° - •°. ° a Police FIRST COAT OF CONCRETE MORTAR FILL DRAIN CONNECTION, a ° a Q Department Y4 MIN.SLOPE t0 DRAIN SEE PLUMBING a p ° a a ° GONC.FLOOR Q a ° • CRY of SHOWER DETAIL "MIN PIRSTCOAT OF Atlantic Beach r7 FIRST FLOOR °GNGRETEMORTAR R4LL OVERLAP AND SEAL Y4'MIN.SLOPE TO DRAIN - 'A °°P 'N Schematic • SCALE: coNGREte SLAB CERAMIC TILE IN Design THIN SET SETTING BED E R THRESHOLDSHOW DETAIL INTALLSit MIN.FELT FIRST FLOOR ,Architect hereby exp ON METAL SIX$UNDER $ rreserves his common CEMENT BOARD. ccopyright and other pr - •3 SCALE: 1:4 frights in these drawings. 3 8'"ORE"METAL STUD 4rawings shall not be reprc CEMENTBOARD LINE OF WALL BEYOND V ,without written permission TILE UNDI=RLAYMENT H on e cc sen o he architect, n ON STUDS.SEE NOTE —__- CURTAIN ROD ABOVE tt h e y t o be assigned to a n y 42 MIL.WATERPROOF MEMBRANE TEMPORARY CONTINUOUS CONCIR'eTE CURB • r&g o n and consent APPLIED PER MFG.SPECIFICATIONS BEGIN SLOPE AT — REMOVE AFTER WATER TEST PEA GRAVEL TO COVER CORNER OF ADJAGI Ttt WAIW- (SEE TEMPORARY CURB NOTES) WEEP HOLES IN DRAIN RAMP TO CREATE — WATERPROOF MEMBRANE YL HIGH POINT APPLIED PER MFG.SPECIFICATIONS SEALANT TYPICAL WATERPROOF MEMBRANE` CERAMIC TILE IN FOLD DOWN UNDER 11LE AFTER WATER TEST CERAMIC TILE IN THIN SET SETTING BED ADJUSTABLE THREADED 3 THIN SET SETTING BED SLOPE t0 DRAIN CERAMIC FLOOR tILE IN J sheet title Y4'MIN DRAIN TOP WITH 4"ROUND THIN SET SETTING BW SLOPE t0 DRAIN CHROME POLISHED PLATE SEE FINISH SCHEDULE Y;' AD,JUS THREADED Z FOR SIZE AND COLOR DRAIN IIUTHWROUND € VERTICAL CHRO �LISHED PLATE °O SLOPE t0 DRAINY�'MIN. SLOPE TO DRAINY4'MIN. DETAILS �� �_� GH POINT y I \ SLOPE TO DRAINY{'MIN OPE t0 ORAINY�'MY�I ° Ll p DDD DDD ° a t ° p a ° a ° a o • scale: AS SHOWN a a D ° a 0 r D dawn: LIN DGT 4 ° Q p ° a o o ° checked: IAR CONCRETE SLAB CONCRETE SLAB K • a P p r O ve d: IAR REF.TO STRUCTURAL 2'-PJ" REF.TO STRUCTURAL D roONNECTTON, so p • date: DATE DRAIN CONNECTION, SHOWER DETAILEPLu' NG SH01llER THRESHOLD DETAIL • project no.821—� 9 SECOND FLOORSECOND FLOOR �o - SCALE 14 — _ •3 sheet A-5.30 SCALE: 14 15 ., 8 � 10 11 12 13 14 1 2 3 4 5 6 A 1!3 G G . G • e , 0 i B Architects and Planner E j I I.S.K. Reeves V, F.A.I.) I Kevin Ratigan, A.I. i Ian A. Reeves, A.I. -�. 333 N.WPa Knowles Ave. in { Florida 32789 { i (407) 647-1706 1518 Hendry Street j Ft. Myers, Florida 33901 239-461-3944 € -- -- Corporate Registration € i No. AAC001197 ---_ Z-1 r - - a D �J i i E L 'I F Atlantic Beach Police Department i City of G i Atlantic Beach 90% Constructior Documents Architect hereby E reserves his commo copyright and other rights in these drawing: drawings shall not be re without written permiss H consent of the architect, they to be assigned to a • rbwAon and cons sheet title ROOF DETAIL . scale: AS NOTE • drawn: DRAWN 8 i • checked: CHECKED K • approved. APPROVE • date: 06-02-1 • project n o.821—t • sheet A-5.40 LMMMMMMM� ua xig, i �" 1 2 3 4 5 6 7 8 9 10 11 12 3 14 15 1 TYPICAL LEADER TYPIGAi.LEADER J TYPICAL LEADER r TYPICAL LEADER TYPICAL LEADI_R 'TYPICAL LEAD TYPICAL LEADER GxCJ TYPICAL LEADIIR YPI TGAL LEADER •��e GrTYPICAL LEADER COL � TYPlcaa.LEAD�eR i � G ` EL. 100'-0" EL. 100'-0" O TOP OF SLAB � TOP OF SLAB C,c �\P TYPl0AL LEADER B Architects and Planner- I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A Ian A. Reeves, A.I.A 333 N. Knowles Ave. ?YPIGALLEADER Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street TYPICAL LEADER Ft. Myers, Florida 33901 239-461-3944 CorporateReistration TYPICALLE+4DER — TYPICAL LEADER No. AAC001137 TYPICAL LEADER C TYPICAL LEADER a a N 0000000 0;; D a 'R'PICAL LEADER a ® + 0 E i F Atlantic Beach Police .Department City of G Atlantic Beach 907o Construction Documents Afrchitect hereby expr reserves his common c(ppyright and other prol nights in these drawings. 1 — 9 �9 drawings shall not be reprod Without written permission H c<pnsent of the architect, nor tIh, ey to be assigned to any I r�4gbA° n and consent. J • sheet title ROOF DETAILS E • scale: AS NOTED • drawn: DRAWN BY: • checked: CHECKED BY: K • approved: APPROVED BY: • date: 06-02-11 • project no.821-09 • sheet A-5.41 1 2 ' 3 4 5 6 7 8 9 10 11 12 113 14 15 ABBREVIATIONS: HM = HOLLOW METAL DOOR or FRAME 1ST FLOOR DOOR SCHEDULE 1ST FLOOR DOOR SCHEDULE SC = SOLID CORE WOOD DOOR - A C# = CURTAINWALL DOOR FRAME DOOR FRAME OC = OVERHEAD COILING DOOR X = INDICATES CLOSER CARD G = METAL GATE DOOR TYPE MATL. SIZE GLASS MAIL. TYPE DETAILS F1IRE CLOSERS NOTES DOOR TYPE MATL. SIZE GLASS MATL. TtYPE DETA S FIRE CLOSERS CARD NOTES CR = ACCESS CONTROL CARD READER NO. WD HGT TYPE HEAD JAMB(S) SILL RgajiiNG READER NO. WD HGT TYPE HEAD JAMB S) SILL RATING READER G�Cj SE = SECURITY CHANNEL DOOR AND SECURITY FRAME - •\�e PR = PAIR 14/ 501 2/A-5.01 LKA L.E-"PACT RATED r RL = REMOTE LOCK _ 1'101 D2 AL PR3'-0 T-0 Al AL C1 8/A�5.01 20/1-501 7/A-5.02 - X CR FRAM/DOOR ,�G . '� G - STL _ STEEL H41 DI SC 4.0' 'r-0 _ HM F 16/A-5.04 11/A-5.04 2/A-5.04 X _ \� W# = INTERIOR GLASS PARTITION FRAME NUMBER H02 DI SC 3'-0" ?�' - HM .. _ � - - X -- PRVACY SW SECURITY GLASS PARTITION FRAME NUMBER � � F1 16 A 5.04 11 A 5.04 2 A-5.04 - F1 16 b-5.04 11 5. 4 2 A-5.04 LOGCSEr � NOTES: 1•�2 SC 3.0 T-0 _ HM / / / O �p 1) ALL DOORS TO BE 1-3/4" UNLESS NOTED OTHERWISE. P143 D1 8C 31-01 7-0" - HM A 16/A-5.04 11/A-5.04 2/A-5.04 r .. -- HI DI SC 3-0" 1-0" - HM R 16/A-5.04 11/ 5. 4 2/A-5.04 X -- PRIVACYLOCKSET �J� 2) FIELD VERIFY ALL DIMENSIONS. B Architects and Planne 3) DOOR AND FRAME FIRE RATING IS AS FOLLOWS: PIRBRAWMAMNAND H04A DI SC 31.01 7.0" - HM F1 JAL3-BALLISTIC RATED 3/4 HOUR - C LABEL D1 SC 3� 1-0 FSM HM 17 16/A-5.04 11/A-5.04 2/A-5.04 X46 X CR DOOR 6/A 5.04 1/A 5. 2/A-5.04 - X -- DOOR I.S.K. Reeves V, F.A.I. Kevin Ratigan, A.I. 4) REFER TO SPECIFICATIONS SECTION 08800 FOR 11/A-5.04 PIRERAr6DPRAMEAND CR Ian A. Reeves, A.I. GLAZING TYPES AND MATERIALS. H415 DI SC 3'-0" 7-0" - HM we 13/A-5.04 17/A-5.04 2/A-5.04 4� x -- DOOR ��'� D1 SC 3'•0 T-0" - HM F 16/p-5.04 11/A 5. 4 2/A-5.04 - j 333 N. Knowles Ave. GLAZING MATERIAL TYPES FIRERATEDFRAMEAND FRA,IEDFRAMEAND Winter Park, Florida 32789 1-148A D1 HM 3'-0" 1'-0" - HM R 20 A-5.03 15 A-5.03 3 A-5.03 40 X CR H04C DI SC 3'-0" 7-01 - HM F1 _ 1 q _ 4b X CR (407) 647-1706 DOOR 16 � 5.04 1 5. '4 2 A 5.04 Al / / DOOR 1518 Hendrytreet 1 TORNADO/BULLET RESISTANT SECURITY REST E GLAZING Y 00-Mlt1RIC THUMB At READER Ft. Myers, Florida 33901 10 5 1 2 A-5.01 LEVSLE-IMPACtRAtED y • 11 A 5.03 / j H06A D2 3.0' 1'-0' Al - - 0 TO AL AL � 239 461 3944 A2 = SAFETY GLASS IMPACT RESISTANT GLAZING H486 �' � Y.01T-0 ,bE SE SWI 16/A-5.03 - 1/A-5.03 X CR EACHD OR UNLOCK � 8/A 5.01 7/A 5. 1 7/A-5.02 - X CR FRAME/DOOR 7 A 5.0 3 j DOOR FROM INSIDE VEST 1•38 Corporate Registration 16 -5.04 111A-5.P4 2/A-5.04 - X CR No. AAC001197 A3 = FULLY TEMPERED GLASS I.10b6 D2 SC 3'-0" T-0" A3 HM /I 17/A 5. 104 A4 = LAMINATED-INSULATED BASIC LEVEL E/ LARGE MISSILE IMPACT GLAZING OVERHEAD FIRS DOOR UDTH DIMENSIONS C E = FIRE RATED GLAZING 2ND FLOOR DOOR SCHEDULE H06C D6 STL b'-10 10-0 - MFR IpZ __ __ __ ARETOROUGH OPENING.DOOR HEIGHt18 H1 = SECURITY GLAZING 3/A 5. 1 CLEAR DIMENSION OF DOOR H2 = BALLISTIC GLAZING _ PR�:RATEDFRAMEAND J = MIRROR GLASS DOOR FRAME HO6 D SC 3-0 1'-0 HM F1 16/A-5.04 11/A-5.),4 2/A-5.04 4b X CR DOOR FERE CARD 1.101 DI SC 3'-0" T-0" - HM F1 16/gyp-5.04 11/A-5.)4 2/A-5.04 - -- DOOR TYPE MATL. SIZE GLASS MAR. TYPE DETAILSRA1N6 CLOSERS READER NOTES NOTE: NO. WD HGT TYPE HEAD JAMB(S) SILL _ PLEASE COORDINATE ALL SEC IRITY HARDWARE LISTED IN THE DOOR HOS DI SC 3'-0" T-0 HM R 16/, -5.04 11/A 5. 4 2/A-5.04 - x -- SCHEDULE wItHDOOR HARDWARE SPEGFICA710N 2-101 D2 SC 3'-0" 1-0 A3 HM F1 16/A-5.04 11/A-5.04 2/A-5.04 x CIR 1.109 D1 $C 3'-0" T-0 - HM F1 16 -5.04 SIMJ S1MA 5. 2 A-5.04 X -- D /, / / 2-102 D1 SC 3'-0" 7-0" - HM a X - 111A-5. 4 16 A-5.04 11 A-5.04 2 A-5.04 �� / F / He D2 3.0 A3 .. -- / / SC 1.0 HM UU6 13/A-5.04 17/A 5.12/A-5.04 x 2.103 01 SC 3'-0 t-0" - HM R 16/A-5.04 11/A-5.04 2/A-5.04 X - Hloa DI SC PR3'-0" 7.0" - HM F2 16 -- /�-5.04 11/A 5. �4 2/A-5.04 - DOOR TYPES 2.104 DI SC 3'-0" 7-0" - HM WI3 13/A-5.04 17/A-5.04 2/A-5.04 �' - H12 D2 SC 3'-0" 1.0 A3 HM 11/+5.64, / W1 13/ -5.04 2/A-5.04 Y� 17/A 5. - PIRK 2.106 DI SC 3'-0 1.0 - HM FI 16/A-5.04 11/A-5.04 2/A-5.04 ' X DOOR TEaFRAMEAND hn3 DI SG 3'-0" 7.0" - HM F1 - X 16/A-5.04 11/A 5. 2/A-5.04 -- ¢ '° S I 2.106 D1 SC 3'-0 1-0 - HM F 16/A-5.04 11/A-5.04 2/A-5.04 x OR HI4 DI SC PR31•0" 7-0" - HM F2 16/A-5.04 11/A 5. 2/A-5.04 -El i E .�.n�...a....,�p. 11/'A-5.04 X CR I I 2.101 D2 SC 3'-0 1.0 1a HM WI4 13/A-5.04 2/A-5.04 _ / 17/A-5.04 / 1•IS D1 SC PR3.0' 1.0' HM °F216/A-5.04 - 11 A 5. D1 2 D3 D4 D5 D6 D7 2-108 DI SC 3'-01 T-0" - HM R 16/A-5.04 11/A-5.04 2/A-5.04 r - 1-* 02 SC 31-dr 1'-0" A3 HM `UJB 13/A-5.04 17/A 5. 4 2/A-5.04 -- �� a 2-109 DI SC 2'-6" 7-0" - HM F 16/A-5.04 11/A-5.04 2/A-5.04 �' x - Hn D1 SC 3'-0" 7.01 - HM UIS 16/�-5.04 17 A -5.044 2/A-5.04 '� X -- ��TED WI AND 2-110 DI SC PO-0" 7.0" - HM F2 16/A-5.04 11/A-5.04 2/A-5.04 - HIS DI HM PR3'-0" T-V' - HM *4 19/,�-5.03 14j 5. '3 3/A-5.03 -- X -- DOOR FIRAME YPES Yow 2.12 D2 SC N-0" 1'-0" A3 HM WiriB 13/A-5.04 17/A-5.04 2/A-5.04 •� x CR H� D1 SC 7$" 7-0" - HM FI _ -- * AM YAW v V * V 16/,Mt-5.04 11/A 5. 2/A-5.04 X D1 SC 3'-0" 11-0" �- HM R 16/A-5.04 11/A-5.04 2/A-5.04 - - Hz D1 SC 31•0" T-0" - HM F _ --AW F Atlantic I� I� 16/A-5.04 11/A 5. ' 2/A-5.04 x Q =�� _ �� 2.1I3B DI SC 2.6" 1'•0" - HM F1 16/A-5.04 11/A-5.04 2/A-5.04 � - - 1.42 D1 SC 3'�J" T-0 - HM FI _ Beach �� II 16/A-5.04 11/A 5. 2/A-5.04 x X - P1RyACYLGCKSET Ponce �} F2 F3 F4 swo wo 2-n4 DI SC 3'-0 T-0 - HM F1 16/A-5.04 11/A-5.04 2/A-5.04 H24A D2 SC 3'-0" T-0 A3 HM WI 13/,A-5.04 17/A 5. r4 2/A-5.04 - x -- n rKAW ,rar YNW-�..W"*A ��°� � � Department raenurtumewu�aw►aiwerowwaeauanaro�noNaan �uurus�auaurtru.�utawWwrn+ayria�rw � 2/A-5.01 LEVELS-IMPACT RATED 2-15A DI SC 3'-01 1.0 - HM R 16/A-5.04 11/A-5.04 2/A-5.04 - •- 1.448 02 AL 31-0" 7.0" Al AL �G3 23/h-5.01 17/A 5. 1 - X CR FRAME/DOOR 1 A-5.02 / 2-65 DI SC 2'-6" 7.0" - HM 1F 16/A-5.04 11/A-5.04 2/A-5.04 =' - hob D6 SE 3'-0" 1-0 � � �E 16/A,-5.03 11/A 5. � _ _ _ CR City of 6/A-5. G 2-1� D1 SC 3'-0 1-0 - HM IF 16/A-5.04 11/A-5.04 2/A-5.04 '' X PRNACYLOCKSEt H26 D6 SE 31-0 1.0 NI SE 6/A 5. _ _ _ REMOTE LOCKING PROM COMM. Atlantic Beach 16/�-5.03 IDISPATCH)WITHMANUALKEYLOGIC SITE DOOR SCHEDULE 8/A 5. 2-m D1 SC 3'•0" 1'-0" •- HM F 16/A-5.04 11 jA-5.04 2 jA-5.04 a X PRIVACYLOCKSET 1.41 � gE 3'-0" •�.0� H1 � � 11/A 5. � - _ -- - REMOTELOCKJNGfROM COMM. `�j Construction 16/A-5.03 7/A 5. - OISPATCH)UTHMANUAL KEY LOCK Documents DOOR FRAME 2-n8 D> SC 3'-0 1.0 - HM F1 16/A-5.04 11/A-5.04 2/A-5.04 x - H28 DI HM 3'-0" T-0" - HM F1 9/A-5.03 4/A 5. 2/A-5.04 - x -- ACYLOCKSET CARD X3'-0 /Architect hereby exr DOOR TYPE MAR. SIZE MATL TYPE DETAILS CLOSERS NOTES 2-M DI SC 1'-0" - HM PI 16/A-5.04 ll/A-5.04 2/A-5.04 � x 11/A 5. `i3 READER }'' / / / 1.49 D6 SE 3-0 7-0 HI SE %W6 16 A-5.03 - - - CR rreserves his common N0. H T HEAD JAMB(S) SILL / 7/A 5. (copyright and other pr 2-40 D1 SC 3'-0" 7.0" - HM Fl 16/A-5.04 11/A-5.04 2/A-5.04 �' - - 11/A 5. 3 810-MEIRCTHUMBREADERATEACH nights in these drawings. 1-1 D4 AWL 3.0" " AL -- _ _ EXTERIOR EXPOSURE KEY H3A D6 SE 3.0 1.0 HI SE to 16/A-5.03 1/A-5.03 - - CR DOOR to UNLOCK DOOR FROMI NSIDE 7/A 5. / drawings shall not be repro LOGO BOTH SIDES VEST 1.49Awithout ROLLER GATE UAtHI REMOTE OPEN/CLOSE MOTORIZED CONTROL.PROM 2-41 DI SC 3.0 7-0 HM F1 16/A-5.04 ll/A-5.04 2/A-5.04 x _ -- (cons n t of then architect,permission i ori 1-130 D1 HM 3.0 7- HM 3 9 A+5.03 4 A 5. 2/A-5.04 46 X FIRE�� `AND DOOR.BASIC H .. / / LEVET.E IMPACT RESSTANt 1-2 D1 41V. ALhe to be assigned to an Y 9 Y DISPATCH ROOM-SEE A-6.03 FOR PLAN/L EL.LEVATIONB-DETAILS BY BASIC LEVEL.E IMPACT RESISTANT.DLLAL. x OR MANI)FACTURER 2.4'1 DI SC 3-0 7-0 - HM F1 16/A-5.04 11/A-5.04 2/A-5.04 - ACCE+SCONTROL,1,E.ACCES2s n and consent I-131 DI FR'1 PR3'�" 7•0 _ HM 9/A';5.03 4/A 5. 3/A-5.03 _ X CR CONTROLCARDANDONIN • r��� 2-23 DI SC 3'•0" t-0" - HM R 16/A-5.04 11/A-5.04 2/A-5.04 X BASIC LEVEL E IMPACt 2.46A D1 SC 3'-0' 7.0" •- HM F1 16/A-5.04 11/A-5.04 2/A-5.04 � x SCR CORRID�OOR�S�ON 1.132 DI HM 31-0" T-0 _ HM *3 9/A+-5.03 4/A 5. 3/A-5.03 - X -- RESISTANT OFFICE LOGO*CR ON BASIC LEVEL E IMPACT RE818TANT KNOX 2.468 01 SC 3'-0 t-0 - HM F 16/A-5.04 11/A-5.04 2/A-5.04 •� x SCR CORRDORSIDE 1.133 D1 HM 3'-0' 1-0 _ 10/A-5.03 5/A 5. 3/A-5.03 - - -- BOXY DUAL ACCESS CONTROL I.E. REMOTE OM/CLOSE MOTORIZED CONTROL FROM 2-26A DI SC 4'-0" 1-0" !e HM FI 16/A-5.04 11/A-5.04 2/A-5.04 40 X CR ppp�ONALSIOMEYRCBCANNER H34A D6 STL 18'-0 17-7' _ STL J CONTROLCARDANDONI DSPATCHROOM-LEVELIIMPACT • sheet title F�RATED FRAME AND DOOR H30 DI HM 3'.0" 7-0" _ HM q� CARD READER®0TH SIDES OF DOOR SC H E D U DOOR.IMPACT WJSSTANT 10/A-5.03 5/A 5.0 3/A-5.03 '� X CR DOOR FIRE RATED PRAM'S AND BIOMErF21C THUMB READER AT EACH DOOR 2.468 D1 SC 4'-0 1'-0 •- HM R 16/A-5.04 11/A-5.04 2/A-5.04 �- X CR tOUNLOCK DOOR PROM INSIDEvESt.x•138. 1.1340 DI HM 3'-0" T-0 - HM IF3 9/A�L5.03 4/A 5.0 3/A-5.03 AS X CR BASIC LEyELFIMPACT RESISTANT.FIRE 2-41 D1 SC 3'-0" T-0" •- HM FI 16/A-5.04 11/A-5.04 2/A-5.04 X - RATEDPRAMEANDDOOR GALVANIZED CHAIN LINK PENCE/GATE • scale: AS NOTED 2.48 D1 SC 3'-m' 7•0" •- HM R 16/A-5.04 11/A-5.04 2/A-5.04 s - H3b D3 G PR3'-0" 7.01 _ STL F03 • drawn: DRAWN BY: DUALACCESSCONTROL,LEACC;ESS • checked: CHECKED BY: 2•M D> 8C 3-0 7.0 •- HM R 16/A-5.04 11/A-5.04 2/A-5.04 �' - - 1.06 04 HM 3.0' T-0 _ HM 1h 9/A' 5.03 4/A .0 3/A-5.03 - CR CONTROL CARD AND ONE ADDI110NAL- >EOMEtRCSCANNERBASICL.MB K • approved: APPROVED B IMPACT TA 2.130 D1 SC 3'-0' 1-0 •- HM R 16/A-5.04 11/A-5.04 2/A-5.04 - -' 11/A 5.( 3 REMOTE LOCKING PROM COMM. • date: 06-02-11 1.131 D5 SE 3'-0" 7.0" HI SE $W 16/4-5.03 _ .. _ __ (DISPATCH)WITH MANUAL KEY LOCK PANICHARDWARE.PI�RATED 6/A-5.03 , • project nO.821-� StR-1 DI SC 3'-0 7.0 .- HM F 16/A-5.04 11/A-5.04 2/A-5.04 x - FRAMEANDDOOR BL-ASTRESISTANTDOOR/FRAME R" p � F D1 3-0 1-0 HM 139 �F3 - SE 18 5.03 13 A 5. . 2 A-5.04 _ /�' / j 46 X CR RATED FRAME AND DOOR 8TR-2 D, HM 3.01T-0 -- HM F3 19/A-5.03 14/A-5.03 3/A-5.03 41+ X **C R HARDWARE Flta RATED FRAME h� DI SC 3'-0 T.0" _ HM i CR • s h e e t A-6.01 DOOR F 16/A-5.04 11/A 5. 4! 2/A-5.04 _ _ i 1 2 3 4 5 6 7 g 9 10 11 12 � 13 14 15 A I! i i NRY WALL.,S10 STRUCTURAL - aINCHMair 5 ! " OR" O , / \ PAINTED 1rc4 MATCH GATE,ALUMINUM ANGLE CLOSUROW"ATTAC+11D TO MASONRY wALLwT�oNCRETEANCHORBOLTS B Architects and Planr ROLLING MOA' I.S.K. Reeves V, F.A. Kevin Ratigan, A Ian A. Reeves, A. 333 N. Knowles Ave. Winter Park, Florida 32789 PAINTVTOMA ¢AMALUMINUMANGLE (407) 647-1706 CLOSURE A CHED TO MASONRY 1 518 Hen dry Street �UALLwtHCO ANGNORBOLtB Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 C ENLARGEDENLARGED P3 PLAN 4 LAIC - SCALE: 1' - 1'-0' \A-6.0y SCALE: 1- - 1,-0' D EXTRL=ALUMINUM LOUVER WALL CONCRETE RIBBON PANTED TO MATCH GATS,ALUMnV�IM ANGLE PANELS,Imo%VISUAL SCREENING CENT CLOSURE PIECE TO RILL.�P�TWEEN LENGTH OF ROLLING DISTUCE OFTHIi KNW END OP GATE AND MASONRY WALL, CURB CUT REQS TO ALLOW GATE TO PASS GATE-CONCRETE CTT F 7 PER GATE MANUFACTURE{g BOTH ENDS OF GATE THROUGH TYPE D CURB MASONRY WALL,SEE STRUCTURAL POR DETAILS ' CONCRETE RIBBON AT GRADE BELOW - - - - - - - - - - - - - - ---- - - -j— s — — — — — — — — — — — — — — — — — — — — —I -6034 E -600 CURB CUT REQUIRED t0 ALLOW PAINTED ALUMINUM ANGLE CONCRETE RIBBON GATE TO PASS THROUGH TYPE D CUNBtYPE D LONGI f E CURB I SLIDING GATE MOTOR j TYPE O CURF-SEE CML L 4INCH POST WITH U-BOLTS FOR DETA.0 TO GUIDE WHEEL BRACKETS EDGE OP BI�LDING F Atlantic 2 SLIDING GATE PLAN Beach -6• SCALE: 1/4' - 1'-0' Police Department City of �-rAtlantic Beach o PANTED,TUBE STEEL GATE FRAME 90% Construction Documents 4INCH POST WITH U-BOLTS TO GUIDE WHIM.BRACKETS Architect hereby e reserves his common copyright and other F rights in these drawings. EXTRUDED ALUMINUM LOUVER INFILL drawings shall not b e rep PANEL6,Imm%ASUALSCRNG I H without written permissic consent of the architect, SLIDING GATE MOTOR they to be assigned to an • n and conser CUA CUT REQUIRED t0 ALLOW GATE t0 PASS r� THROUGH TYPED CURB I, I CONCRETE w'TRACK-RIBBON CURE WHEEL$SOP �'� I 6-0" rr-s"oPENTRA\/ELs— • sheet titl e 7CONCRNTS ETE\/-TRACK-RIBBONS ENTIRE LENGTH TRACK DISTANCE GATE PLANS, SECTIONS + THICKNESSPERGAGEMAM"CIURERDETAILS IIIICOLUMNPOOTINGDESIGN-BYGATEMANUFACTURER-SHAI..I-BEEL AND MOUNTING BRAG L l L l COORDINATED WITH MASONRY WALL FOOTING ACCWROAMWTH scale: SEE DRAW • drawn: DEB SLIDING GATE ELEVATION • checked: IAR K approved: IAR - SCALE: 1/4' - T-0' • date: 06-02-11 • project no.821—OG • sh eet A-6.03 1 3 4 5 6 7 8 9 10 11 12 13 14 15 S GLAZING MATERIAL TYPES Al = TORNADO / BULLET RESISTANT SECURITY GLAZING A A2 = SAFETY GLASS �$ IMPACT RESISTANT GLAZING A3 = FULLY TEMPERED GLASS GL CL. GL. GL G 14'-13/4" A4 = LAMINATED - INSULATED BASIC LEVEL E / EQI EQI EQ11 EQI L G. G C.L. CJ L L. .L EQ FQ � LARGE MISSILE IMPACT GLAZING CLEAR G� ei A5 LAMINATED INSULATED BASIC LEVEL E \�, 24 24 g,A LARGE MISSILE IMPACT GLAZING - TRANSLUCE T G\-` E FIRE RATED GLAZING G ` A5.01 A5.02 H1 = SECURITY GLAZING e H2 = BALLISTIC GLAZING J = MIRROR GLASS 12 5 �� A5.01 = A5 _ .01 ASAI B 19 Architects and Planr r- A4 19 a5.o2 A4 � AA / A4 / A502 I.S.K. Reeves V, F.A. _ 6 — _ _ _ 22 Kevin Ratigan, A 6 — — — _ — C.L. A5.0I Ian A. Reeves, A. A5.01 — — — A5,01 333 N. Knowles Ave. 1' S 11 Winter Park, Florida 32789 r� r� 16 (407) 647-1706 / 1518 Hendry Street A4 co 'Q AA / A4 A5.01 Ft. Myers, Florida 33901 16 16 A4 AA AAs AA AA AA AA `r 239-461-3944 Ab�41 A501 16 Corporate Registration Vol No. AAC001197 4 4 C A5.01 SUNSHADF DEVICE TYP. A5.01 OUNSHADE DEVICE TVP. A501 C11' C10 C9 C8 ALUMINUM TAI FRAME SYSTEM ALUMINUM CURTAINWALLFRA11�SYSTEM ALUMINUM CURTAINWALL FRAME SYSTEM ALUMINUM CURTAINWALL FRAME SY151 DAM MGM KK-YHC 300 OG BASIS OF DESIGN YKK-YID 3mtq OG BASIS OP DESIGN:YK<.-'OHC3W OG BASIS OF DESIGN:YKK-YHO 30 fjCp E LEVEL F LEVEL E LEVEL F D 12'-8 41 ¢���. C.L. �6-3" C.L. ?-�1/4' b 9-t 7-b 410 DOOR YKK STRUCTURAL �.. j � aT�1 nraE � 81 RUCTURAL 22 E STEELCOLUMN 6' A5.01 AS01 i 22 r22 / AA AA / A4 A41 $ A501 Z _ AA AA AA � A4 C 8 S) Ab.01 16 AA% % % 9 Al Al '" $ is A501 a► 9 ASCI / 16 n+ A4 AA Al AA A4 AA A501 Ab01 A4 AA Ab01 A1cB/� F ��M e' 05 f WNL Al AI A4 ,'f, A501 AA 4 F Atlantic Beach Abdd2 ASO) 7A Ab02 INSULA Police YKK-YHC3000GLEVELE C6 (CDMA502 C58 C4 ALUMINUM RT PRAMS SYSTEM ALUMINUM CURTAIN WAL-PRAM6 SY"IM ALUMINUM 0JUAINWALL MUMIll SYSTEM ALU INUM CURTAINWALL PRAMS SYSTEM ALUMINUM C VAINWALI-FRAME SYSTEM Department ISAO�OF DES! •YKK-1 3fdQ!OG®!TRANSOM) BASIS OF DESIGN:YKK-YHC 300 ft BASIS OF DESIGN:YKK-YHC 300 OG BASIS OF DESIGN:YKK-YH0 300 OG BASIS OF DESIGN:YKK-YHC 300 OG ' "e fD0 AND SIDELITES) LEvF1 E LEV1aJ.E LEvEI.E LEVEL E E Cit of G Y . tic Atlan Beach 90% Construction Documents I Architect hereby e: reserves his common copyright and other I: � �� b rights in these drawings. drawings shall not be rep L3'-T 3 EQUAL SPACES -5 I/A" 3 EQUAL without written permissic 3' 3'-0" EQ C.L. EQ H BREAKMETAL BREAK consent of the architect, 19CORNER STRUC they to be assigned to an DOQRI TRANSLUCENT TRANSLUCENT TO MATCH STEEL TO MATCH n and c o n s e r 21-011 e FRAME TUBE FRAME • rb�i glb1 23 22 8 _ ASAI AA AA AA A5 AA A4 AA A6 A4 A4 A4 17 16 ZA 19 18 20 Al / / AI Al / A501 16 / AA AS.01 q,� / 4 / A4 A6 A+i `� A4 AS.o2 44 / , AS.oI A4 �r �' AS.ot Al / \ AI A5.o1 A4/ �. % A5.01 / / / AS.01 J . sheet title 17 A5.01 1.101\ / A501 A50 t2 F A501 f F -. AI � >3'-�' Al < A,� Al � > ; EXTERIOR Al / Al AI A4 � FIXED BLADE ALUMINUM FIXED BLADE ALUMINUM / AlI SEE SEE CURTAIN WALL SUNSHADE DEVICE AS ePECIPBD �{NSHADE DEvrcE AS S / AI / / Cr Gw AA / ELEVATIONS 7 2 1 scale: AS NOTED 2 ! 1 1 1 A5.02 A5.01 C1B � '4502 ASAI C3 C2 MINUM CURTAINWALL FRAME SYSTEM MINUM A O Cl A C1 C drawn: R W, SER ALU CURT INI ALN-FRAMN SYttISM ALUMINUM C IRTAINI ALL FRAME SYSTEM ALUMINUM IMPACT RESISTANT FRAIL ASSEMBLI� ALUMINUM IMPACT RESISTANT FRAME ASSEMBLY • checked: DEB SB 0 •'YNSULGARD"s(DOORS AND SIDELITES) BASIS OF DESIGN:YKC*YHC 3ft OG BASIS OP DESIGN:YKK-YHC 300 OG BASIS OF DESIGN: BASIS OF DESIGN YKK-YHG 300 OG K LEVEL F LME LME 9NSULGARa'®!DOORS AND SIDS; LEVEL E • approved: I AR YKK-YHG300 OG6(HFADERAftygS- • date: 06-02-11 LEVELS 'I project no.821 I P J i • sheet A-6.04 I 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 Ep C.L. DOOR 28'-1 V8" tt-8" GLAZING MATERIAL TYPES Al = TORNADO / BULLET RESISTANT 18 18 j SECURITY GLAZING A5.04 A5.04 .04 A2 = SAFETY GLASS IMPACT RESISTANT GLAZING A3 = FULLY TEMPERED GLASS �A3 4" A3 13/4 A4 = LAMINATED - INSULATED BASIC LEVEL E LARGE MISSLE IMPACT GLAZING / NG A5 / / / � E r7 H1 _ FIRE RATED GLAZINGSECUR \CJ -04 / / / � � � � � � � / / � � / � � I / A5.04 _ H2 = BALLISITIC GLAZTY ING - �eG ] A3 $� A3 A3 A3 43 A5.04 A3 A3 JA3 A3 A3 A3 A5.04 A37� A3 A3 A3 A3 J = MIRROR GLASS I� G�\ G g A3 A3 R+ A3 40.3 A3 A3 A3 A3 A3 A3 143 A3 G� 3 3 3 3 Architects and PIS 3 I.S.K. Reeves V, F A5.04 A5.04 A5.04 A5.04 A504 Kevin Ratigan, W13 W14 15 15 5 Ian A. Reeves, O 333 N. Knowles AN Winter Park, Florida 32 (407) 647-1706 1518 Hendry Stre Ft. Myers, Florida 33! L 0W METAL WINDOW FRAMES _ _� 239 461 3944 A , VW r-W Corporate Reistration No. AAC001137 18 EQ. C.L EQ CL EQ. 18 A5.04 i 04 18 6 1 = A5.04 3'-21/4" 117OOR DOOR 2-6 V4" A�04 A5.04 18 �, Aa04 E E E A3 $ 7 13/4" ] D� 7 A504 � A504 / _ - / / 7 / A5.04 ift� % 12 / IIIII,A504 A3 A5.04 \E.04) A5.04 A3 ] A5.04 / A5.04 E E � � � I 7 0 1.147 0 A5.04 1.116 0 0 1.124 n 3 3 3 3 3 N r3 A5.04A504 ►5.04 A5.04 p,504 E= W8 ' W9 W11 12 12 ®2 5 ROLL METAL WINDOW FRAMES -m. 6'�" 16 18 18 j T.� A5.04 2-2v.4" DOOR DOOR P-8U4" DOOR EQ EQ F Atlantic ] 4'-0 v4° DOOR 4'-2" 18 18 A� 2. A5.o4 1s 1s 1g a5oa a5.o4 Beach Police 16 A3 / $ A3 BUTT p De artmen �. 9PJ I3/4" ] 7 III CORNER ] / A 7 13 / / / A5.04 8 LOBBY 1-Iml :;. A3 .105 A504 / A5.04 A3 A3 A3 +� City Of _ C� a� - E a0 1.110 $ Atlantic Beach 7 A5.o4 ] 907o Constructic �.� A3 A Documents 3 3 3 W16 U•14 A5•04 A5.04 Architect hereby W2 W4 W5 W6 W7 reserves his comr copyright and other 46MINU?EFIRERA'I'EDUaINDOUJ 46MINUTIPWRAID rights in these drawir HOWL METAL WINDOW FRAMES drawings shall not be 4 ermi consent ofwithout thearch t c they to be assigned to tl 3/4" • rgWgp1on and cot OUCH OPENING 4'P i 21/2" EiQ EQ 3'-�1/8" 20 V.- - 7-?J" 6 DOOR T� DOOR 3'�" 6-8 DOOR 8" 11 II A5.02 6'-9 20 EQ EQ D 7.4" " DOOR &I 22 17 16 16 17 16 17 1s 17 15 A5.01 A5.02 A5.03 A503 A503 A5.0�3 A5.0� A03 A5.03 •� Ji . sheet title 14 +42X12 / 1.12 �� 2" � / 12 INTERIOR VA 1YP. / 1s AS�i s \ 12 WINDOW A5.o2 12 F11 A503 ELEVATIONS o=- 01 aLot p�cc pp[[' F ~I1 0 o f A5.03 SII 4 A503 F O C o n 8 0 0 o $ 2 Q 2 $ REC68SEDFRAME '" � A5.09 . scale: AS NO- A5.02 �' A5.02 x•02 10 ALLARouND �, A5.03 � • drawn: DRAWN A5.02 • checked: W3 W10 K W11' O approved:roved: APPRO\O SW1 W3 W4 W6 ALU MBA 871C RATED ALUMINUM B4W5TIC RA= • date: 06-02- 3 LM A WATIcR CUWAIN FORM FIRE p RATED PER LIFE 6M1rr P"N6 project n O.821- ALUMI BALLISTIC FRAMESSECUF31TY STEEL FRAMES 2 . ALUM. WINDOW , _ 81CAL.E 4' - -0" A-s. � - A-6. - sh eet A 6.0. SCALE: T-0' FRAMEUMS SCALE: T- 1 2 3 4 5 6 7 8 9 10 11 12 113 14 15 INTERJOR WALLCOVERINGfI A ® =WALLCOYEIPJNGr DMMBIGNAtI A ORY NOTES: ® - AGI6gBLE 46' OLL-SIZE AND HEIGHT AS YERING I TED IN BELOW. e PR YIDS ALUMINUM J-TRIM t0 FRAME '�G • (�� CJ AC-WALLS,v4"TICK BY I I/2"WIDE. ® I MY ERASE 60 OLL-SIZE AND MCPHT A3 Yl1RING I TED IN SCHEDULE BELOW. G B Architects and Planners PI YIDv4"tHICKBYII/2 WIDE, I.S.K. Reeves V, F.A.I.A. NUM J-tIRM t0 FR4ME ALL DRY Kevin R a t i g a n, A.I.A Ian A. Reeves, A.I.A 333 N. Knowles Ave. PIS YIDE1'THIGC,CON'tINUOUSCLEAR Winter Park, Florida 32789 $A ANODIZED ALU1'tNUM RAIL WItH (407)647-1706 10 TAC-6"INSERT TO BE"82 Ft. Myers, 1518 Hendry Street CLOSET TA ',WAL!-INSERTATALLDRYERASE Florida 33901 ------ 1Ft. 119 Corporate Registration " ` No. AAC001197 PFS YIDS GLLARSATINALUMINUM — — — — � EXTERrOR— — € MAJKERtRAYS At ALL DRY ER48E FIRE I I I I — — — — — — — — BREAK_AREA------------------ ---RBBB-- WAL8. RISER I I I- F ER RBBB- - - Q=om ------BREAK- - --- -- ----- ELEC. JP13�OP. EVID. 1 1 j _ 1-124 -- I C 1-133 ROOM STOR. R. FRSTFLOOR WALLCOYERI�G� ULE• 1-13 1-131 I 1 C_ M ROOM ITX"KS; WIDTH t B OMATX'AFF,TOPATX'APF o TACTICAL 1 1 12 L I BREAK RM. 111 �___� ILE FIL H®6 TW T-1014' B OMAT3'AFR,tOPAT1-4'"AFF ® 1 130 126 1 1-124 \__} 1�1 i MECH. RM. O 1 118 1-115 1-11 Hir TW 7-T' 4' OM At 3'AFF,tOP At T-4'"AFF I L Hlm MvIrw -- 4' OMAT3'Am,TopAt1'-4"AFF I BOOKIN BK 1 LOCKER LOCKER . SECURE � BRIEFI G HR D>E --- 4' B OM AT 3'AFF,TOP AT 7-4"'AFF I I I 12 �- 1-116 1-11 , 4 OMATYA ,TOP AT 7.4 AFF JAN ( I I •- RBBB �--- —�$�-� � --------- 1-11 0 ' 1-129 1 12 ��° + 1-1 }04 TW 5'-m" 4' OMATYAPP,TOPATI'-4"AFF SALLY PORT 1-135 N ECU�EW i I I LST H04W 1W 2.8" 4' 001 OM ATYAM,TOP AT7-4"01111 1- 34 ( 1- 5 1 h-- , 1-110 }H�{S TW 3.01, 4' " OM AtYARP,TOP At1'-4"AFF ( ST. 1 1 --��� — f MENI � $ D 4ihiERAL WALLCOAM,4144TES: I 1 138 I I . .� , 1 121 I I — � t t 6wsHe v-6,ao FOR mAW-FAC A ° WOMEN MEN PATROL SGT. INFORMATION.OW"t0? � EG ON SONS 9120 AND i I ------- 1 I 1-12 1-121 D HUB 1-111 N - 9111 ROR ADDITIONAL INROAlP1ATION. 1 ( I , FE-11 ; I X I C M D JU MAL 1 I 2.RVO TO MAN6pAc%"4 FOR AILS A INSTALLATION r _______ ____ L I j Lt-11 L I p 1 10 i RO M. ?I I IItI0TlltiiCtlONb. -----------------T--RBBB-- _RBBB-I 1-137 I i I J� [ \ II I F-1- I 3.000m INATE ALL EL.iGGTIMIGAL DE AS ELECTRICAL I 1-136 1 RBBB ------- — ---- ----------�-------RBBB-- -, IeCa°TAGL�iS,RIRibTRC>/ES,AND HERMC� ,tOAYOID i `� � � ii' -____-- _ -- GONPL=WITH WAI.,LGOYE��, RBBB- RBBB --RBBB-- ,`` --- `DISt ►ATCH --- I 1 4.R�.DYIRIFYALL DIMEN81i4N6 CATION. � � �-- - 2 RRIDOR � , �` ;� I / �` - --------RBBB-� � � � , ro FA - 1-148 ' b.Wh#lEWALLCOYERINGDNOT TO CORNER, ' I_________-- o___-- K� �-�.�) % v``` 1`� , ` 1 106 ' OWTER ON 64",AS INDI�1'ED ON LAMS. c-' P ---RBBB-- -- - , `.,,��---� - ' �, � EA R I ' -202 --- / 1 8 E 6.TI4Kx4m OF WALLCOYI ON LAN I6 FOR ` ONLY.IlER�'1r0 CATIO FOR ACTUAL I I ; i <, � IL_-J ELEV. EO / ! 11-- :: 1 0 i , L JL JL J I ,-141 OFFICER D-1�) TMlCKNW60FMATERIAL. , A n.\ ARMORY -� WINDOW , RBBB - - - - - ------- L ' / --------------------------------RBBB-- / -------RBBB-�----------------------RBBB-�----------------RBBB-- �` 7i� 1-139 - I r- - 0 I I 1-14 *'I' r-- , ^ I W C DOR 1 rr .�TR. MASTER I ! I / • RECOR9 y�`yrr ST K. i // s �� ` `uEST. // /r 1-10 5 / SUPPLY DAA r / r SAFE ROOM�-, / r JUV. FILE - ! 1 104 D F STOR. RECORDS Atlantic 1-143WORK AREA / `N 1-145 /i // Y.-103 A ; ) Beach l / Police r r � [,department / LABY City of G Atlantic Beach / ' 'rM Construction - , ---RBBB-- -- RBBB--- i [documents Architect hereby expre reserves his common c yright and other prop rigPubs in these drawings. TF drawings shall not be reprodL without writtenP ermission H consent of the architect, nor they to be assigned to any p rBWgp&�pn and consent. J • sheet title 1ST FLOOR PLAN OVERALL 11 . scale: 1/8 = 1 -0 • drawn: PG . checked: K . approved: date: 06-02-11 • project no.821-09 • sheet ID-1.01 13 4 5 6 7 8 9 10 11 12 13 14 . 15 A 1utl�oR�,4,ovl�lN WAL.I..C4*1RIGNAtI N ACCIaSSORY NOM. 48" �cJ AGKA181LE ROLL-SIZE AND HpGHT AS Q�G INDICATED IN SCHEDULE BELOW. G PROVIDE ALUMINUM J-tRIM t0 FRAME ALL TAC-WALLS I/4 THICK BY 11/2'WDE. f CJ O Y IIR 60"ROLL-SIZE AND HEIGHT AS v�O I0AL=VVW4 INDICAM IN SC 15DULE BELOW. I B Architects and Planr PROVIDE I/4"tFNCK BY I I/2 WDE, I.S.K. Reeves V, F.X ALUMNUM J-TRO'1 TO PRAMS ALL DRY Kevin R a t i g a n, A ERASE WALLS. i Ian A. Reeves, A 333 N. Knowles Ave. PROVIDEI'T4CK,CONTINUOUSC4EAR Winter Park, Florida 32789 SA11N ANODIZED ALUMINUM RAIL WITH (407) 647-1706 TAC-WALLINSERT At ALL DRY ERASE OPSTG t.lHendry Street ----------- ------------------- --- ------------------------------------------------------------------ QL4RRY. ----------= ------------------------------------------------------------------------------------------------------------------- - - Ft. Myers, Floridai33901WALLS.TAC-WLLINSERT tO BE"82 ----------------------------- - SECONDFLOOR - 239-461-3944 SLA82Tx8" ----- -- Corporate Registration PROADECLEARSATINALUMINUM No. AAC001197 MARKER TRAYS At ALL DRY ERASE I WALLSI I I I I BUSK gVIDENCEI I I I I I I ri I I I I I I STQIRAGIE I I I I I I I MECH. �- - _. ; C I I I I I I I W.4NDFLOO4WA"rO ERING I. 2-119 ELEC. I.T. SERVER I I I I I I I I 'I I I I 1 I I I I 2-11 2-118 CHIEF 2-105 �, SGI. ROOMS WDt T BOttoMATXAPP,roPAtXAFP i _J L_1_1_1_1_1_1_1_1_1_1_1_1_1_ 2-1 4 Dr ' Q 2-11 ' 2-Iml TW -If'/3'-IP' BOTTOM AT 3'AFF,TOP AT�-4'"APP I I 1.72 C)F SUPPORT p;, 2Hm4 D>E 4-0BOTTOM At YAW,TOP A77-4"AFF - _=J 2-12 2-12 2-12 2-it ------- 1 SERV. LT. ' -126 NAFRC� -` - --- - _ _1Q E.O.C. / Z-I�'1 pi/TW A�/7i BO'I"I'OMAt3 AFF,TOPAtT-4pAPF i � - RO ( _ _ � TRAINING _ _ 2-ft 00 -m' BOTTOM At 3 AFF,TOP At T-4 AFF - 2-12 2-1 2.1 z-11 2 113 2 108 t� 2 10 2 104 2-0 DR j 3'-m 4" BOTTOMATYAPP,TOPAT7-4"'AFF i (^ --- ��-- - --- --- APON STOR. I 1 / I � �REAK TOR. 2-107 SECURE -- 1 ,/I WORK I o / TRO 0 1 2-1 I 2-1b GE 9-4 BOTTOM AT3APP,TOP AT7.44 AFF , I 2-121 2-120 11- 11 1 I 2-111 -109 STOR. 2-10 2H�6 TW ! 7.011 4" BOttOMAt3'AFF,TOPAt�.4"AFF I � -126 2-12 �----I 1 � 1 i � � BREAK r` COMM. 2-10 1+� 1 I 12-111 - - -- I ROOM 2J I D LAB I I E Ot 2-11 I J I 2-11 2-106 ----fie:----- 1.72 *04PAL WALLC4 Y1 RANG 0 1 _ 2-125 ----------- , 11 i \ 1 r-----------------1 1 I 2-110 STOR. 2-10 1.50 SHOT 04.00 FOR M NUFAC AND PINISH i I VI D. r L--J' _ _ ' NPORMATiON.0R TO ON'SOCTIONS 9120 AND ( RETRVL --_ -- - -- I I , 1 1 I ( 2-10 TOPM TIO 11 � 2-12 2-1z t I ' ------------- 2-10 z-106 I 2-126 1 2.ll B TO 1 FOR AILS AND INSTALLATION I I I I EV�/I p, STAIR CON F. R .r , O ----- --- INOTRLIGTION6. I I L 1 JAN. DfROp I NO.2 ; 2-115 ' ASST. 4 2-101 3.COORDINATI A"SLEC CAL D CEJ,SUCH AS ELECTRICAL I I 2-12 C 13 ( -- �-�—I ' � ' 1.72 lgxaw TACL#6, STR A THERMOMETERS,TO AVOID j (` I I 2-11 001VFIJCT WRH WQ,LLCO POSSIBLE ; -- •�•• ' ' --�- ---- -------------=-------- ' II -- _ L_ ___J SIR-1 --------�9".---� 4.FRLO VERIFY Ai.IL NS PI 1 TO FABRICA110N I 2-12 _ STAI R SCiNTl1R ON W4LiL.A$ tED 0 W904 NO �S1JD CORNER TO CORNER, 2-12 --------------------------- ------------ 2-11 N0-1 INNESTIGATION 11 LANS. ANIMAL ---__---- 2-1 r 2-101 b.TN 6 OF AALLCO NG 0 LAN IS DRAWN POR I CONTROL ----------------- 1 I � i——— E RRRRD�ON6`Y- t0 CATIONS POR ACTUAL STOR. STOR. 2-130 CORRIDOR TIOCI NO6OFMATORIAL. I 2-128 2-129 2-12 2-130 2-131 _ I ORC L /b, ,--' ---•----------- -- ---���-��-�����-���------------���----.���--------------- ----- ---���y_� ------- - - ���---����- -�--- -----�� - ------ -- - ------------ ------��- ---- - - - - ----��-- _-- ---- -------- 1 ------------ RO TYP. e O `��, � OVr;Rq.OWR00PORA,IN, 0 F Atlantic 4411 Beach Police RD �-_ ORD Department G 4 City Of G Vr J'J Atlantic Beach o 90% Construction Documents Architect hereby e reserves his commor copyright and other I s. rights in these drawings, 9 drawings shall not be rep F without written permissic H consent of the architect, they to be assigned to ar rgVg,,& an and conse i J • sheet title 2ND FLOOR P OVERALL i • scale: 1/8" = 1' drawn: PG • checked: K • approved: • date: 06-02-11 • project no.821—a • sheet ID i I 1 2 3 4 5 6 7 g g 10 11 12 3 14 15 10-1. 0 kooR PINISH t NSITION GINIR4 NOTIS: A 1. ALL INTERIOR%OL—)R Ama TRANSMO ik"MEET THE MINIMUM RECOMMENDED ADA QUI N RE REME 2. INSTALL ALL T%N6111ON, DIVIDER, ,AND RAMP PIV C116MMANUFACTURIERS 5 CO ND G RE MME �INSt ON PRO 3. REFER t01NTOR DESIG SHEETB ®4 ID4.01 FORINTERIOR FINISH r\ G LEGEND AND PINSH SCHEDULE PER P 4. ALL FLOORING ' P I U t INE 0 5 C HE CENtERL �IN1SH TRA I110NS 'BE ENtEI�D NDER 118 tHI DOOR ' U.N.®. IN OR DESIG SID-1.�1-ID-t52 FOR LOCATIONS OF FLOOR Q PUSH TRANSITI O SNS. G( E. DOOR AND PR Mg SHOWN POR REPS GE ONLY-an ARCHtECTURAL DRAWNGS POR DOOR AND PRAMN 60*WULg. I3 Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.P Ian A. Reeves, A.I.A 333 N. Knowles Ave. DOORANDFRAMEAS DOORANDFRAMEAS Winter Park, Florida 32789 SCHEDULED SCHIEDULED (407) 647-1706 1518 Hendry Street STANL9666TEELSLOPED BTAINLE88STILTRANSITION Ft. Myers, Florida 33901 TRANSmON SECURED IN TFIE SECURED AT THE SUB4LOOR 239-461-3944 EPDXY BOND COAT BENEATH - BENEATHTHECARPa TT1LE Corporate Reggistration T}{E No. AAC001197 CARPET TILE C PORCELAIN TILE CARPET TILE CARPEL T1LI:ADHESIVE CONCRETE COEEAB CARET%SADHEIYITHCKS CONCRETE" FINISH FLOOR R46HO FLOOR a °° a '; 0 ° a ° a ° ro a ° � ' 4 44 ° d °Q .° ° ° ° ° 0 4 °� o ° D 1 TILE/CARPET TILE 2 CADET' TILE / D-1.50 SCALS 7 -r-117 D-1.5)OSCALe.� T� E I AS DOORANDFRAME DOOR AND FRAME AS DOOR AND FRAME AS SCHEID D STAINLESS STEEL DIVIDER SCHEDULED StAINI.E88 STEEL SLOPED — STRIP SECURED IN THE EPDXY TRANSITION SECURED IN THE QUARTZ FLOORING STAINLESS STEEL RAMP EPDXY BOND COAT BENEATH SECURED IN THE EPDXY BOND THE TILE COAT BENEATH THE TILE PI�YSH{ifD CONCRETE IN PO T1 RCELA LE gNISHED CONCRETE PORCELAIN TILE EPDXY QUARTZ FLOORING EPDXY QUARTZ FLOORING CONCRETE SLAB F Atlantic 10 THICKSET CO S THICKSET coNcr�rESLAB NGRETE LAB SEt OOR 1110000 ° Beach FInuSHED FLOOR a ° Fmu ooR ° o SHED PL ° o ° ° Police ° ' a . a o ° ° a ° a ° a ° a d ° °a. ° d 4 a o ° ° a � a ° ° ° Department d a Q a o d o .° ° o ° ° Q ° ° Q ° °Q o ° Q ° o c ° o d ° , Q 0 d a d City of Atlantic Beach K*"3 TILE/COI�ORETE 4 TILE/EPDXY 5 EPDXY/CO RETE 90% Construction D-1.50 scams -r-fl' D-1.50 aca.E -�'-o' D-1.50 ScA:3 -T-o� Documents Ac rchitect hereby expr reserves his common copyright and other pro rikghts in these drawings. drawings shall not be reproc without written permission DOORANDFR4M�AS H cconsent of the architect, not DOOR AND FRAME AS SGHEDUL� they to be assigned to any SCHEDULED STAINLESSS'�LTRANSmON n and consent. StAINLESSStEELDIVIDER • r6V b�° t$tRP SECURED IN tHE _ BECUI�D AT tHE SUBfL00R EPDXY BOND COAT BENEATH BENEATH THE CARPET TILE THE TYLE PORCELAIN TILE PORCELAIN TILE THICKSET CARPET TILE i, THICKSET CONCRETE SLAB epoxy QUARTZ FLOORING CONCRETE SLAB FIi\IS W PLOOR A (SHED FLOOR sheet title ° a a ° FLOOR FINISH Q ° a °',, ; d d ° ° . °a °o a � a TRANSITION ° ° DETAILS ° ° a d ° o ° ° o Q '° o ° 4 ° ° d o ° ° ° ° o ° ° 0 i • scale: 3"= 1'-0" drawn: Pc checked: K approved: 6 TILE/TILE EPDXY/6ARRET TILE • date: 06-02-11 D-1.50 SCS: W -T-®' D-1.50 '' -T-0' • project no.821-09 I sheet ID 1.50 i j 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A FLOOIE�IJG ND• ' G�5 =PO CELA{I TILT ' + =EPDXY QUARTZ Gr\ + FLOM �:+� ; : FLOOR coNCI�EtE, G,� CA PEt TI SEALED B Architects and Planne I.S.K. Reeves V, F.A.I. CA PEt =CONCRETE, Kevin Ratigan, A.I Ian A. Reeves, A.I AN -StAtI LIGHT BROOM FINISH 333 N. Knowles Ave. Winter Park, Florida 32789 --i -� =EXTERIOR �- -14, 1518 (407) 647-1706 � =3T 1518 Hendry Street TIC SLE DI PATIV TILE 239-461- 3944 Florida 33901 Corporate Registration p... y� (D No. AAC001197 + + + + + + + + + + + + + + + C TRANSITION iM+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +> g+ 1-114 ++ + + + NO + + + + + + + + + + + + +`+`+ + + + +' LT SOK}N ++ + + + + + LT ' + + + + + + + + G + + + 1 116 11- + + + + + + + + + + + + + + `# +++'+ +++++'+' + + + p 2. so ID-lea FOR FLOOR FINISH TRANSITION DETAILS. + + + + ++ + + + + + ' 3• AATCH P 00 NOT INDICATE DIRECTIONAL PATTERNS. + + + + ' + + + + ' ' +` ' ` + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + 4. ;�1I'ART P N TILE WHERE INDICATED ON DRAWINGS. BEGIN + + + + INET TION I DIRECTION OF THE ARROW. CENTER TILE IN MA AND/00 LEAVING NO LESS THAN 1/3 TILE SIZE ON ++ +��+ + + �� + + + + + + ANY + +'+ + L++ - o f - - 0 0 a K10 E —202 OFFICER: PC / / / /:.RE OR r" r / / 1 146 REC �IJPPLY .: ./ / . . 142 `�. / SAF£:ROOM!, JUV. FILE 1-104 F1 Atlantic STOR. . RECORpS::;.. ,. 1:. 143 ;WORK AREA i 1-145 Beach I ? Police 3 Department s• p 0 i I Cit of Y G Atlantic Beach 90% Construction Documents -Architect hereby exi rreserves his common oeopyright and other pr 3 nights in these drawings. drawings shall not be repr( 9 P without written ermissior P H consent of the architect, n they to be assigned to any • r6��Aon and consen' : FI FLOOR LOOR FINISH PLAN J SCALE:1/8' 1'-0 �xcscaua: � r � e � • sheet title FIRST FLOOR FINISH PLAN • scale: 1/8"= 1'-0 • drawn: Pc i checked: K approved: i PP • date: 06-02-11 • project no.821-09 • sheet ID 1.51 a 1 2 3 4 5 6 y g 9 10 11 12 13 14 15 A I i PL ORIN ND: I G�5 o �POxY QUART G • G`' t _ z � 1�GELAIN ILE � . le ARM TILE =CONCRETE, SEALED B Architects and Planne I.S.K. Reeves V, F.A.I. Kevin Ratigan, A.I CARPET TILE, =CONCRETE, '' Ian A. Reeves, A.l NTf•STAtIG LIGHTBROOM 333 N. Knowles Ave. ASH Winter Park, Florida 32789 � �� (407) 647-1706 1518 Hendry Street �XT�RIO{� 8l�CONDRLOOR Ft. M 3944 tA'TIC SLA622'4 Ft. Myeersrs,, Florida 33901 TILS- _�-�� 13JIPAtIVE'11LETILS Corporate Registration No. AAC001197 c —IJ I I I�I I—III J I I I=ll_I'I I. ( : L ! — —III—I� I—I 111— �I I I—I I—III— I 11— OORINGPINSH cl�1EF -- _ - - - - - - - - scT. 1111 1I_Ii TIT 1-fi 1_ _I I1 — _ 1 I_I�ll_I II " � � , � — 1 NSITION I, 2 11 l (: . I I I=111111 II I t ILII III II 11111 11111 1111 X11�1 . SUPPORT L ' 11=1 I I-1 I I-III I I 1LI-III-I ISI I I I�I I I-III-I 11=T SERV. LT. VIII-111 I II I I—III-11 111111�I H II I I lel llll l it l l II I r I I II I I-1—I 1-1 11�I I H I—I 11- E.O;C. 111_111 L I I_I I I—III—I I I� I�_I I I—III-111_111 III—III—III—III—III—III=III—III— ' �,_.: ._ _ 1 �T�I I II I—III—I I—I - f TRAINING OTOS: L STOR. BREAK' 2. 107 =111 _=WORK I--IIIL--1IIIlI—=—iIII1—=1ILIII—L—T11i I I—=—I11 1I 11ll--II I 1.7 D-b.Ov=0R SCHEDULED PORCELAIN TILE �11I1 I II ` - - L SIZES. _ _ i +� 11 III IILIIIIIII� 1111 2. SSE ID-1.50 FOR FLOOR FINISH TRANSITION DETAILS. +moi + A Y III II=111 DAA. . . : .: i.;.. 2. .110........ _ 3. HATPATTERNS DO NOT INDICATE DIRECTIONAL PATTERNS - - - - - , . ;RETOW 4. STA PORCELAIN TILE WHERE INDICATED ON DRAIUNGS, BEGIN 27125 '- I 111 II 111 III II I INET LA11ON IN DIRECTION OF THE ARROW. CENTER TILE IN MAI NF. RM ACfMINI �-� � "' . C DR R LEAVING NO LESS THAN 1/3 TILE SIZE ON AND/0 �� i--.—--�. AVY0111VU. r- --iL 7t �AJMA I> _. 1N -40NTROLL- 2 01 11 ILQ T I IL OPEN TO u-. :° `. E ADM ` mow �h I F Atlantic Beach Police Department G City of Atlantic Beach o 90/ Construction Documents Architect hereby exp reserves his common copyright and other pr rights in these drawings. drawings shall not be repr, i without written permissior H consent of the architect, n they to be assigned to any • rB g`ib i-�on and consen � 3 i i S SECOND FLOOR FINISH PLAN BCALB 1/8, 1-0' fGRAP+�C 7 4 8 I6 SO�I.E: J • sheet title SECOND FLOC FINISH PLAN • scale: 1/8"= V-0 • drawn: Pc a checked: K approved: • date: 06-02-11 • ro J'ect n o.821-09 project - shvx eet ID 1.52 1 1 2 3 4 56 7 8 93 10 1 1 i 2 3 14 15 i A CORRIDOR -2 1-148 i 5 m;7� T�-= J G r-3 ei WOMEN'S RESTROOM MEN'S RESTROOM II II 7.411 — = BREAK ROOMC = _ = II I e WOMEN'S TROOM 1 t II 7 DDO : I O 0`�� — \ I 122 s I PATROL Hub B Architects and Planner; 2 � __L I J _ 2 t � MEN RES OOM 0• ° i ° I 1-11 I OFFICER WINDOW �3" I.S.K. Reeves V, F.A.LA 1 �1; D Kevin Ratigan, A.I. j I / Ian A. Reeves, A.I./ —I I 1 o I �t_� g I � I! � 333 N. Knowles Ave. — 4 5 ( \ / / Winter Park, Florida 32789 D I r'-1 -J� I (407) 647-1706 — y ^ i fi 1518 Hendry Street Ft. Myers, Florida 33901 I I / 239-461-3944 � I L_I _J / � / Corporate Registration �\ X Jai / / No. AAC001197 o I i / J IL e — / L- WOMEN'S ST / ROOM I KfiooM 1-124 WOMEN'S zRESTROOM -� HUB 4 OFFICER WINDOW D-1 .7 800 :V -r 1 D-1 .7 WALE :Vc r-o• \ID-1 .7j SCALE :ua• -r� I D- WALE :1/,c -r-W D / O / \ REDS WORK AREA E 4 20 eIlk 6 /�A ROOM 104 .,, •.� 1-101 � — • E/ Atlantic / L - - - O ► Beach MEN'S �REO4/ I Police � - Department FEC S WORK AREA 1-145/ 5 l.P Y COUNTER 1-101r6 *NVSAFER00M '1-104 I G City of -r I D-1 .7 L - Atlantic Beach SCALE :1/4 -r-0' BOOKING G. 9 90% Construction Documents reserves his common ,q�rchitect hereby expr copyright and other prol rikghts in these drawings. 1 drawings shall not be reproc — — _ without written permission ' DISPAT H/ H consent of the architect, nor s WOMEN'S STRO M' - - _ , � , e to be assigned to an 103 � \ � � � 1 6 � tib Y 9 Y I \\ I � I � � ✓`� � i� . n and consent. 8 BREA 001 J � -10 CRIDOR1 i X10 UNI-SEX R J U - sheet title EN'S R 04/ ® o 1 109 1 2 FIRST FLOOR VESTIBULE 9 ENLARGED PLA \ / / _ 'il 1-105 / �� / • scale: 1/491= 1'-0" BREA OOM • drawn: PG / checked: • approved: K E S', RA 1 102/ CELLS 1-126,1-127,1-137 • date: os-o2-„ 8 BREAK ROOM 1-107 g UNI-SEX RR 1-109 ri o BOOKING 1-129 11 DISPATCH 1-106 * project no.s21-09 7 WO '� N'8 RR 1-103 �13 scALe :ua• �. _ • . - eCa.E : a• -r-o� _ _ _1 .7 4 -r I D r-0• I D 1.7 SCALE :U4 r-W 1 D 1 .7 �/ - ----- - - ---------------------- ID17 � u� r-0' • sheet ID 1.71 i 1 2', 3 4 5 6 7 8 9 10 11 12 13 14 15 A Z G B Architects and Plannl I.S.K. Reeves V, F.A.I Kevin Ratigan, A. Ian A. Reeves, A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 i C II '' LCL -- - j- - -- JL -- - - - - J L _1 II iII - — - - - -I / - -`� 2-11 i II II / D I I ' r LAB � C 2-12L-r -I OO� I RE0 C 01 II 6 EVD. DROP 3 I 10 lo 10 I \ I o 2-13 L I _ i E LRE2 - - L J LAB 2-125 EVIDENCE DROP 2-132 K2 RESTROOM 2-117/ 2-116 R ROOM 2-114 D- :u4� .�-� o-�.� �u4� .�-� - Atlantic Beach Police Department _ __ - _- - -- City of -i G Atlantic Beach - - - - -- - - BREAK �- —-� ' 90% Construction 2-111 I I r—— — —-11- -1(- L- - - -JL -- - _JL -- - - Documents Architect hereby e) BREAK II L — J I �_� -J reserves his common r-rt i 2-111 — i copyright and other p II I II _ i rights in these drawings. I —I drawings shall not be repr Ii INVESTIGATIONS 7 i without written permissio T —— — — — ------------ -��a --- ------------J H consent of the architect, r they to be assigned to an I I L - - -- -�— r6W9'ibTY n and conser sheet title 4 BREAK 2-111 5 INVESTIGATION 2-101 SECOND FLOC r, -7 ,,,,.. r- .,.. 41 ow I In 1 -7 r- .I.. a o%v ENLARGED PL , I SII 1 3 4 5 6 7 8 9 10 11 12 13 14 15 A C11U-1 0 4'X17'CERAMICIILE0 GJ es ve. W-I — WALL // 4"X 17'CERAMIC TILE • �eG 4"X 17'CERAMIC DILE P-1 WALL �\ WALL TOILETPARTI110u FRAMED$$ P-1 \G •�(1� G. MIRROR PRAMELE$S TOILET PARTITION S8$ PRAMUL — MIRROR MMlROR \ / COUNTERTOP•SOLID SURFACE WITH f 4"BACKSPLASH AND SIDISPLASH a• G\ ADA SINK — ® $w ADA SINK ® ® ® B H +� ,A Architects and Planners PPlB 'r PIPES %SULATE PIPES — anviatA. RReeves, A.I.A. b TNi dA SE b 11LE BASE t F i L III Winter Pa k,now Flor da 2789 (407) 647-1706 1 518 Hendry Street JJ . Ft. Myers, Florida 33901 239-461-3944 Corporate Registration 2 No. AAC001197 C '1 ri4 1 RESTROOM 1-109 2 WOMEN S RESTROOM 1-122 3 WOMEN S RESTROOM 1-122 EN'S RESTROOM 1-121 .01 A scALe.3/r -r-wD2.01 A wA E.3/r -r-o� D2. A eCAU9 3/r -r-W �01P4, -3/r -r-W D I i PRAML266 OR 4"X 1"CERAMIC TILE 4"X 171'GMMIC 11LE UWAWALL � 4"X>r'GfeR4MIC TILE WALL PRAM@LESS 'I' MIRROR PRAMEL$$S FRAMELESS / MIRROR $ $ COUNTERTOP-SOW SURFACE WITH MIRROR , E ip TOILET PARTITION �, 4"BACK8PLA8H AND$IDE$PLASH '� WP 7r• r ADA SINK o 0 ® WITH NSULATED mom® ® ADA SINK ADA SINK PIPES WITH SULATBD WITH NSULATED O �� PIPES PIPES INSULATE PPES ' • b"11LEBASE ol ®I � b"TILE BASE &,%ABASE F, F—/F- Alantic 2 �e ach Police RESTROOM 1-121MEN'SMEN'S RESTROOM 1-102 WO N'S RESTROOM 1-108 �EN'S6 s department 2.01 31 -p-W' D2.01 A 3/r -r-a' D�01 SCA.3/r -r-W - CRY of Aantic Beach 90% Construction x Documents „ XqQ PAINTED GYPSUM WALLBOARD 7'DIAMETER Arc�i itect hereby expres PL-2 his ra Q Q Q. ADJUbTAISJ OPEN PAINTED CMU WALL- GROMM:TS cos®r i eh t and o t h e mon r o eI ES $HEL ANG-PLASTIC LAMINATE, EPDXY PAINT DATA AND EQ EQ P'�" 9 P P COvNEREDON L. rights in these drawings. The 00% ELECTRICAL OUTLET$ P GYPSUM � dra\wings shall not be reproduc 1-11 PL-2 RSR TO ARCHITECTURAL RD REFERTOARCf H withp�ut written permission a WALLCABNNEI'S- SHEETS POR CORRECT SH NTS FOR C*RRECT 2 consent of the architect, nor c PLASTIC LAMINATE GLAZING?YPE SYSTEMAND SY$ A STS-1 they to be assigned to any pai GL4ZING T'YP�. � 0 VINE HW-I DIMEu$IONS DIMENSIONS � ZZCOUN7ER1'OP-$rAINLEB$ $I• LP "` . r6I�3 0 FEEL. n and consent. $TEFL BAR PULLb \ / WTH INTEGRAL BA=WLA*H ETER = \ \ Sr$-t LJNE OF Ft?AM 7'DIAM _ / AND SIDESPLASN OP. d . �4 w `4 GROMMETS COUNTERTOP gT Ste, 6, = UND CABINET SS-I SrAINLESSSIVI L HW-3 COUNTERTOP- LINE OP SAME-BEYOND STEEL BAR PUVL�-$ STAINLE98$TEFL $ Ur �' SOUD SURFACE WITH 4" PL-1 COUNTER SUPPORT, S R PULL$ r BACICSPLASH AND SIDE EPDXY PAINTED FILE CABrNBT' I"TH L MOUNTED 30'O.C. L,1 COPNIR SPLASH CMU _ DATA AND PLASTIC LAMItVATI PAINTED CMU WALL- WTH LOCKS- 'CU o' �' �' �' ELECTRICALOUTLET$ F g EPDX1'PAINT LAMINATE . sheet title TB-I EPDXY QUARTZ BASE EQB•1 QUARTZ BASE b"?1L.EBASE EPDXY QUARTZ BASE FIRST FLOOR 4 6,.0 INTERIOR MILLWO ELEVATIONS 5 g scale: 3/8"= V-0" x drawn: Pc checked: K approved: 9 PAIR UT 1-117 7 o BOOKING 1-129A 11 BOOKING 1-129A 12 BOOKING 1-129A date: os-o2-„ 2.01 A scAL�:#/8' -r DL- 1�M) SCALE-c 3/11r -r-W D2.01 A MM--B 3/11r -r-o� - D2.01 A ��3/r r-o' project no.821-09 sheet ID-2.01A Ali 1 2 3 4 5 6 7 8 9 10 11 12 13 14 : 15 1 ; 4 x gam, 4 A 8'-10 01 EM= PAINTED GYPSUM WALLBOARD 6',6" P -2 `PAINTID GYPSUM I-9 r Ea Ea Ea Ea Ea EQ. EQ. WALLCABINETS- WALLBOARD PAINTED GYPSUM PAINTED GYPSUM G�cJ - PLASTIC LAMINATE PWALBOARD E Ea EQ. WALLBOARD •\�Q� L. r PL-2 WALL CABINETS- G . PL-2 G` HW-2 0 0 WALL cABINETa- PLASTICLAMINATE WALLCABINETS- STTN eLBARPULLa IPLASriCLAMINATE PLASTICLAMINATE M HW-2 STEEL BAR PULLS �. HW-I O� STEEL BAR PULLS v SS•1 L19 STEEL BAR PULLSZZ COUNTERTOP-souDauRFA - _ B Architects and Plai CE, V1:NDINGMACI-NNE $ UNDER CABINET SS-1 WRH4"BACKSPLASHANDSIDE N.I.C. Q7 6' LIGHTS COUNTERTOP-SOLIDSURiraQ`CE 6' I.S.K. Reeves V, F. COUNTERTOP-SOLID aIIRFAGE, ® Kevin R a t i a n 9 �Q SPLASH 4UTH�"BACKSPLASH AND SIDE�Q F z ,p WRH 4"BAGKSPLASH AND y °° COUNTERTOP-SOLID SURFACE, Ian A. Reeves, `SPLASH °° °° °lk J ° SPLASH WItH 4 BACKSPLA°rI-!AND$IDE 333 N. Knowles Ave PL-I SPLASH Winter Park, Florida 327E BASECABINETS-PLASTIC .r COPRR PL•1 407 647-1706 647-1706 LAMNATE Lr1 fNJ.Ca BASECABINlRS-PLASTIC Ii9ASE CABINETS-PLASTIC EQP.2 7Q LAMINATE 74 PL-I 1 518 Hendry S t r e e 9 BASECABINETS-PLASTIC Ft. Myers, Florida 339( 6� f" 4" BRESILJENT�IYL BASE LATS 239-461-3944 NeQ. E �r' �° EQ E No. AAC001197 Corporate Registration 1 BREAKROOM 1-124 2 BREAKROOM 1-124 3 OFFICER'S WINDOW 1-144 SAFE ROOM 1-104 12.01 �ca�:3/r -r-o• 2.01 B WAUB 3/r -TI D2.01 B :3/r -r-o� D2. 1 ' SCAM 3/r -r-W 000 1 D 4 WA MIt TO AI�NTECTURAL REFER TO ARCHITECTURAL PAINTED GYPSUM FOR GOI�GT 4L4�14 TYPNE, SHEETS FOR coRREcr GL,a,�G WALL80ARD OYOTp'I AAC>7OIONB TYPE,SYSTEM AND DIMENSI¢1Ng ® Ea EQ. EQ. EQ. EQ. PAINT'®GYPSUM C06MTEIlTOP TWO-WAY NUJ-6 WALL CABINI:ra- +� WALLBOARD GOM1 AIhNCr~TOIR BULLET RESISTANT PLASTIC LAMINATE SPEAK-THRU �B�i b R4TiD / , r HW-1 i ai�L TIMI / / COUNTERTOP- \ \ \ aTEEI.BAR PULLS $ SHi�'I S FOR CORRECT ® QUARTZ SURFACE "' GLAZING TYPE,SYSTEM AND E couNTTNRTOP- � �' DIMENSIoua / QWNlTZ OIAC# HW-b O BALLISTIC RATED o U - PL-I COUNTERTOP-SOLS a DEALTTa'AY BASECABINETS-PLA811G W!7H4"BACKSPLASHAND =r OPEN g�. G�ouNTERTOP- OPIN&OT PL-1 MINATE SPLASH °° QUARTZ SURFACE HW-2 :n u, _ BASE CABINETS-PLAS ------------ LAMINATE STEEL BAR PULLS ADA _ _ PAN=GYPSUM :d DD °D PL-I UNDER- WALJ.BOARD - STEEL BAR PULLS t: BASE CABINET$-PLASTID COUNTER% $ $ 2 o LAMINATE •'• .,. � E ; POLISHED T1LE • oil Ilk Sk L_ 4"RESILIENT VINYL BASE E E LI Ea EQ Ea EQ. 11 F Atlantic 3-4 r-r' crNw 2'->p' 2 , x x Beach 3 4 3 �onoot Police Department p L DESK 1-101/ LOBBY _ G City of 5 RB DS WORK AREA 1-145 6 RECORDS WORK AREA, 1-145 7 BREAKROOM 1-107 rl"2 WINDOW 1 - 2.01B •�1' * -o' D�11sc,�l,Z 3/r -r-w • - 13 1 148 Atlantic Beach �11Scw�318 r-o D�11 3/r -r+-o� 2.01B eca.�a/� -r-o' 90% Constructioi �,_Z„ Documents ' Architect hereby _ -- -- reserves his comm( copyright and other rights i in these drawing drawings shall not be re HW-� HW-3 without written permiss 81TC BAW RA?ED TIC SAWS RATED H consent of the architect D TRAY EAL DEALTRAY r� they to be assigned to c �; N 2' 4Y ELECTRONIC N r,. -� QTZ-I E= `X r@on and cons 2•W�1Y iI.iCTRONIC QTZ-1 / COMMUNICATOR JIJICATOR HW-X �- COUNTERroP- 2�uAY ELOnuc COUNTERTOP- 2-WAY t�EcrRowc TOR QUARTz SURFACE = COMMUN&ATOR QUARrz SURFACE COMMUNICATOR o PTF2 PAINTED GYPSUM POUSHEp 11LE WALLBOARD 711 sheet title _ FIRST FLOOR INTERIOR MILL x x ELEVATIONS x ,. , x maa — scale: 3/8 — 1 �000a A000c drawn: Pc C • checked: s RRID;0A 11-147 9 VESTIBULE 1-105 1 o DISPATCH 1-106 PATCH 1-106 K %D2.01 B -3/r -r-o' D2.018 sca.�3/r -r-o• - � 11 approved: 2.01 B 3/r r� .01 B 3/r -r-o� • date: 06-02-1' • project no.821-0 P J • sheet ID-2.011 u,q 1 2 <, 3 4 5 6 7 8 9 10 11 12 13 14 15 i A G WALLCABINETSGr . PL-2 PL•2 � G WITH LOCKS- DSI ��� WALL CABINETS WITH LOCKS- WALL C Q1NM WITH LOCKS- p LAM�L4TE PLASTIC LAMINATE WITH GLASS PANEL WITH GLASS PANELO Pi INSERTS LAMINATE WITH GLASS PANEL = NSERTS 31-41/71 0 ., EQ. Ea le Ea HWIHWSERTS EQ. EQ. STEEL BAR PULLS StEELBARPULA STEELBARPLLS UB Architects and Planne G4®RpINATE ROTATE 90 DEGIES UPPER CAB�ETS ROTATE OUTLETS I.S.K. Reeves V, F.A.I. ROTATE OUTLETS W DEGREES g0 pE Kevin R a t i g a n, A.I. WItHi ORAWIN Ian A. Reeves, A.I. PAINTED GYPSUM WALLBOARD MEC�DRAWINGS � \ � �► PAINTED GYPSUM WALL PAINTED GYPSUM BOAS 333 N. Knowles Ave. JzJ -EPDX'r'PAIN1 90ARD-EPDXYP�JNt � Winter Park, Florida 32789 ° STS-I 8Ta-1 EXYPAdNt (407) 647-1706 = pJDER CABI E� COUNTERTOP- 1518 Hendry 00 °O UNDER CABINET COUNTERTOP-STAINLESSSIEEL COUNTERTOP- UNDER CABINET = 1 Mer Street f LIGHTS atAINLESa9tEELWItHINtEGRAL O LIGHTS o WITHINTEGRALBACKSPLASH oo LIGHTS 'F Myers, FloridaFlo33901 SACKSPLASH AND SIDESPLASH STAINLESS StEE.WITH '4 r- 239-461-3944 AND SIDESPLASH BACKSPLASH pL.lANDSIDESPLASH Corporate Registration PL-I PL.1 No. AAC001197 SASE CABINETS- BASE CABINETS- BASE CABINETS- PLASTIC LAMINATE PLASTIC LAMINATE C EQB-I EQB-1 PLASTIC LAMINATE EPDXY QL4RTX BASE EPDXY QUARTZ BASE EQB•I EQ. a EPDXY QUARTZ BASE Ea EQ. Ea EQ. EQ. EQ. Ea 9 7-8 v ° xaa g s Al 2-1252-1252 LAB 2-1252. A 3/8' -r-� o2A 3/8' -r-a 3 LAB KLO2A SCALE.3/8' -r-W 4 D4.01 EQ EQ. a PAINTED GYPSUM WALL E 4 X Q' TILE 41X17'CERAMIC TILE BOARD ClR4MRG tW I ® PL-I WALL ECERAMIC TILE WALLQAONVS- WAL,L PLASTIC LAMINATE ol 1HW-I MIRIEOR / FRAMELESS FRAMELESS STEEL BAR PULLS ADA SINK MIRROR MIRROR OTH NS"TO ® c� ® o ADA SINK ADA SINK PIPliL°+ .ter Q WITH NSULAT'ED WITH MWLATED uo COUNTERTOP- 'ae� PIPES PIPES ,�•. r- `g °o SOLID SURFACE WITH 4° ® - • • BAGKSPL4aHANDSIDE 6"TILE BA°�E TS-1 SPLASH �3 COPER PL-7 6"TILE SAGE 6"TILE BASE F NS WITH PLASTIC LAMINATE Atlantic I Beach Q. EQ. EQ. EQ. Police 4* 3 Department City of 4 R S OOM 2 116 5 RESTROOM - _ Atlantic B �8� r-0, 2 117 s RESTF�OOM 2 114INVESTIG)MON _ �►► each 2.o2A KLI2A �, :3/� . 12 101 2.02A ScM.F:3/s -rte' 2.02A 3/ir %r-W 90% Construction 4 Documents JXM 6-7' 4 EI 4 P D401 $-THRU 8�4 LOCKRS-PAINTED GYPSUMWALL T PASS-TH RU EV DENCE q��chite ct h er eb y ex r eSANKCOMSI f10BOARD tiLOCKERS-THIS SANK rederves his common PANAGYPSUM COMBNAIION�Pt WTH Q. Ea ccqpyright and other prop . P EQ Ea ANI ED GYPSJMWALLBOARD IRI DERATED UNIT) riots in these drawings. P WALL CABINETS- EQ. Ea EQ. EQ. L. EQ. E�. pL.Z drawings shall not be reprodL PLA8IICLAMINATE WALLC4BI1\ETS- without written permission HW1 PLASTIC L.d'MINATE WALLCABINETS- Hc on s e n t of the architect, n o r STEEL BAR PULLS PLASTIC LAMINATE HW-I PAINTED GYPSUM WALL BOARD they to be assigned to any p o 0 0 ROTATE OUTLETS IO DEGREES Ste-BAR PULLS $ .1 n and consent. .n STEELBARPULLS Q• F0 • r6%gl Sa-I ROTATE OUTLETS W DEGREES o 0 o j D❑ o COUNTERTOP- 80lJD SURFACE WITH 4° -- — SS•I SS-I o 0 0 o BACKSPLASH AND SIDE `fi - COUNTERTOP- COUNTERTOP- 7n o 0 SPLASH F o o SOLJD SURFACE UJRH 4" SOLID SURFACE WITH 41 0 BA 0101.ASH AND SIDE °° BACKSPLASH AND SIDE ❑p SATED UNIT- ADA PL-I SPLASH SPLASH o . 1 BASE CABINETS- COPIER p UNITE L. TER PLASTICLAMINATE N1.C.-COORDINWtE �'.1 BAgECABINETnr BAMCABWS- J gRDGI DIMENSIONS WITH C Q PLASTIC LAMINATE . sheet title PLASTI °° 4"TTLEBASE ® ��� 60 SECOND FLOOR SE EQ. EQ EQ. a..ova 4°tILEBASE ON6"CONC =CLR8 INTERIOR EQ. EQ. Ea 7-f(MIN.) 17-1 ' MILLWORK 3 8 �! ELEVATIONS • scale: 3/8"= 1'-0" • drawn: Pc checked: s A 2-111 K . approved: V2.02AJ , �� - -� 9 BREAKROOM 2-111ri 0EVIDENCE DROP 2-132 _ KLI.2A 3/8' -r-o• � tvID' EN RETRIVAL 2-126 P date: os o2_„ 2.02A 3�V -r-W 2.02A Seca 31 -r-o• project no.821-09 i w sheet ID-2.02A i aa*JI mild 4111, 1 2 ' 3 4 5 6 7 8 9 10 11 12 13 14 15 A CONTI41,101,15 WOOD BLOCKING,TYPICAL G�5 3/4"KILLER AS REQUIRED . �e RINISHED 80RRIT SORRIT � c�u>`iGAa C' CEILING A8 (� SCHEDULED � _ SCHEDULED CJ�"� �� ( � PLABtfCLAMINATE i � 0��� � PLASTIC L AMNAT S ON 34' o o ALL EXPOSED AREAB 0 o PLYWOOD RIIVIBIDWTHPLAs71c B Architects and Plann( � '� I.S.K. Reeves V F.A.I. 0 0 , Kevin Ratigan, A.I i PLASTIC SHELR SI0POI7T8 I' PLASTIC LAMINATE Ian A. Reeves A.1 0 0 I : o 0 333 N. Knowles Ave. Winter Park, Florida 32789 ° ° PLASITCLAMINATESHEL11-3/4" (407) 647-1706 ° WOOD, ERE COHD ON ALL pLA511CLAMINA PLY1518 Hendry Street { : ADr1JBTABLESHELR•3/4" 'o Ft. Myers, Florida 33901 0 0 PLYWOOD,COYER6D ON ALL 239-461-3944 Ste°+. Corporate Registration CONTINUOUS WOOD PLA8IICSFBLRSUPPORT'S No. AAC001197 BLOCKING,TYPICAL o C 0 0 CONTINUOUB WOOD BLOCKING, 81'EEI.BAR PULLS 10 ° 11'PICAL E °aEMI- Xf�OSED ARAB, "OR CABINET WOND ANSHEDWITHPLA811C LAMINATE r.3 j r-3" LI 1 R-CABINET�T UNDI R-CASNIV RI.UOR0C NT I LI4HIING D I, 15" DEEP 16 D I P 1 UPPER CABINET DETAIL, W/LIGHTOP1�7 E HELVING DETAIL D-4.01 90az"Ir E I couTlNuouBwooD coivtlNuoueWooD BLOCKING,TYPICAL BLOCKING,TYPICAL. F Atlantic 3/4"KILLER AB REQUIRED 3/4"KILLER AB� PLASTIC LAMINATE ON3/4" Beach PLYWOOD RIAl18HED8GRRIT RAJI Police =LNGAS A SCH= Department SCHEDULED scHEDULED DOOR BEYOND PLASTIC LAMINATE ON 3/4" ' PLYWOOD City of ° TEMPONDGLASSPAN6L ° ' G Atlantic Beach PLASTIC SHELR SUPPORTS PLA811C BHELR SUPPORTS c 90/ Construction ° ° PLASTIC LAMINATE PL�S,ICLAM�ATE Documents P BTIC MINA o 0 o PLASTIC LAMINATE o LA LA T'E /4 ADJUSTABLE SHELF 3/4 ADJUBTABLESH>:J.R-3 ON Architect hereby ex o PLYWOOD,COVERED ON ALL b PLYWOOD covERED ALL SIDES. SIDES. reserves his common ri n other copyright and of e p CONTINUOUS WOOD CON'flNUOLIS W00D rights in these drawings. 0 0 11'PICA BL CKING, L BL CKING TYPICAL , drawings shall not be repr o ° ALLEXPOSEDAREAS o '' ° ALLEXPOMAREAB without written permissioi R� Hp H consent of the architect, r PINSHID WITH PLASTIC BMED LAS the to be assigned to an) MINA 0 LAMINATE Y 9 0 LA TE STEEL BAR PULLS,CENTERED STEEL BAR PULLS CENTERED n and c o n s e n ON BA86 OR GABINEI'DOOR • r��1ii'b ° a ON BASE OF CABINET DOOR RA RACE CE a3 r-3 uNDERRL.UOREacENT • sheet title LIGHTING MILLWORK DETAILS 15" DEEP GLASS DOOR 15�' DE ' scale: 11'2"- , • drawn: Pc Ko"3 UPPER CABINET DETAIL W/LIGHT 4 U PER ABINET DETAIL - checked: D-4.01 �D-4.Q01WAL6 t-Vr -r K . approved: • date: 06-02-11 • project no.821-09 • sheet ID-4.01 I 1 2 3 4 5 6 7 8 10 11 12 13 14 15 ADA ACCMBLI UNDIRMOUNT SOLD SURFACE ON 3/4' SINK-RPI R"0 PLUMBING AND SOLID SURFACI ON 7 r PLYWOOD I 'X 7'10XPANSION ANCHOR EACH SIDE OF STEEL 7-0 MANUFACTUF',6 'S IN RSTALLATION 7-0" 3/4"PLYWOOD WITH 4"BACKSPLASH SUPPORT INSTRUCTIONS101 0 AND 7'X�'X 3/Ib"CONTINUOUS OR _ SOLID SURFA 2 ON SIDE8PLASH f b"BACKSPLASH G A 1 'X 711'IIL ALLTHRIAD EPDXIED INTO 3/4"PLYW00'D WITN 4" COFFEE BRi eAK 266) STEEL TUBI SUPPORTS NCRIM SLAB WUTH NUT AND WASHER BACKSPLAS�AND SIDE SPLASH411 RETURN,tYPIGAL X r' 3/T6"STRRL TUBISTEEL BAR FULLS SEI'11-EXPOSED Als$r4S/FINISFIED �� a X7'A/11,11C;OUTIuu0u8 WITHPLA811CLAMINAtI , �ec 21 X tlEl. uGLT:BT:ITUIIu FULLMT'RR WELD II II Fu � T dAL a STEEL TUN PLATE URI.DED to EACH SIDE of LL MITER WELD SrE$L,T'lBE SUPPORT'S � ' � � � G . ✓ \ BOLT TO STl D' RETURN SIDES,TYPICAL N PLASTIC SHELF SUPPORTS 7 X 1 X 3/16 STEEL TUBE O PJ WASHER AT EACH SDE BOLT r0 SrIJD ANCHORED TO CONCRETE INSULATE PIPES WASHER AT RAGH SDR FLOOR SLAB®MAX.31.0"D.C. G� o $ V STEEL TJ 7'X I X 3/16"3'I'EEL TUBE o o �`' PLa811Gl.AMNATI ADJUSTABLE SHELF ON 314' Architects and Planner di ANCHORED 1'0 CONCRETE t ` PATE DETAIL 0 FLOOR SLAB 5 MAX.3'.0 D.C. o ° PLYWOOD,cov 0ONALL 4 I. eK. Reeves V, F.A.I..WELDS :-�. . �. . SIDES Kevin Ratigan, A.I. -r PLASTIC LAMNATTI E ON 3/411 REFI t0 ARGNTECTURAL Ian A. Reeves, A.I. 4.O I PLAN FOR CORRICT o o PLYWOOD PARTI'IIONTYPE 333 N. Knowles Ave. CONTINUOUS WOOD Winter Park, Florida 32789 BA P �►ND1/Z 7 ° ° BLO�NG'" 4"VINYLBASI (407) 647-1706 r SI LATE "X ' 1 518 HendryStreet 1 Y Ft. Myers, Florida 33901 EXPANSION SI OF Y RXP EACH DR X402 STERLTUeI 1 OREXPANSION ANCHOR TEACH SDI OR 239-461-3944 'V12 Corporate Registration V7'X7'S1% La1LLtHRIADEPO)= STIB.TUBR No. AAC001197 INTO CONCRERI SLAB WITH NUT AND OR 4"VINYL BASE V7'X 7'STEEL ALL 1I•IRRAD EPDXIED C WASHER _ INTO CONCRITI SLAB WITH NUT AND 311 WASHER -7Q 4 BASE CABIN WITH a OLID SURFACE COUNTER SINK WITH SOLID SURFACE SURFACE COUNTER-SOLID4 ITH STEEL TUBE SUPPORT 2 COUNTER AND STEEL TUBE -4.0 �, :1-u -r-o� �4O 12 GAUGE STAINLESS ST; L ON -4.0 WALL 1-1/r -r-V NI IQ" PLYWOOD,RETURN ENDS TYPICAL D V4"CONTINUOUS STIES.PLATE 12 GAUGE STAINLESS STEEL ON Q 3/411 PLYWOOD WITH INTEGRAL, 12 GAUGE STAINLESS STEEL ON a a BACKSPLASH PLYWOOD/RETURN ENDS COMM.GRADE S�IiC lr1'P) R eI'FRR TO PLUMBING FIXT'URR 1 V7'EDGE IUtH 3/4"RItURN SCHEDULE II V4 CONTINUOUS STRRL PLA'T'E 11 a a SOIJD SURFACE ON 3/4 7�' PLYWOOD WItH 4"BAGCSPLASH a a AND SDI SPLASH f 611 BAGKSPLASH e COFFER BRO AK 266) E SIM-EXPOSID AREAS,FINISHED 12 GAUGE STAINLESS SIVRL ON MITER EDGE WITH V8"RADY = 12 GAUGE STAINLESS STEEL ON 3/4" WITH PLASTIC LAMINATE 3/4"PLYWOOD WITH INT'RGRAL, FALSE DRAtI�R PRONt WITH STlgL ° a ° e SACKSPLASH PLYWOOD BAR PULLS STEEL BAR PULLS a o 1 VT IDCsI WItH 3/4"RETURN INSULATE PPRS. LPIPES ARI RIPISINTATTON ONLY a. a - PL4STICSHRLFSUPPORtS ------IIdll x IL'11 f � SI�-F1�f D�AREAS,I-IIY�✓ REFER TO ARCHITECTURAL PLAN a... a E:1 DINLISS StIIL COUNTER ° ° WITH PLASTIC LAMINATE FOR CORRECT PARTITION 1'YPI 4 SUPPORT o o PLASTIC LAMNATR ON 3/4" SW.L BAR PULLS 4 a ' H � PLYWOOD $ ° CONTINUOUS WOOD BLOCKING, m ° ° PLASTIC LAMINATE ON 3/411 At I an Ic F a TYPICAL o 0 4"RPDXYBASI o o PLYWOOD Beach e a ° PLASTIC LAMNATR r ° ° ° ADJUSTABLE SHELF ON 3/4° Police ° REFER TO ARCHITECTURAL PLAN' o o PLYWOOD,COVERED ON ALL SIDES FOR CORRICIPART1rIONTYPI o 0 CONTINUOUSWOODBLOCKING, Department TYPICAL STAINLESS STEEL COUNTERTOP CONTINUOUS WOOD cABNIrBIYouD o BLOCKINIs,TYPICAi. City of 5 ON C U MALL WITH MILLWORK 4"IPDXYBASIE . ° ° 4"PN G ,Atlantic Beach 8C.1-1Ir -r-o• a 4"IPDXYBASI 90% Construction 7-01' : GAUGE STAINLESS STEEL ON 3/4" 311 Documents PLYWOOD, � STAINLESS STEEL COUNTERTOP 18" DEEP BASE CABINET WITH 114K WITH Architect hereby exp 6 ON CMU WALL STAINLESS STEEL COUNTERTOP i8OLID SURFACE COUNTERTOP ►reserves his common copyright and other rc P • i hts in these drawings. �CAL.EK 1-1/r r-0' g g STEEL BAR PULLS -4.0 4.0 drawings shall not be repro SRM-EXPOSED AREAS,FINISHED �povithout written permission WITH PLASTIC L MINAT S H � consent of the architect, nc rib they to be assigned to any • r@�gi'b�, pn and consent. PLASTIC SHELF SUPPORTS ° � PLASTIC L4MINATE ADJUSTABLE SHELF ON 3/4" 0 o PLYWOOD,COVERED ON ALE. SIDES PLASTIC LAMNAT'E ON 3/411 J • sheet title 0 0 PLYWOOD 0 o CONTINUOUS WOOD BLOCKING,TYPICAL MILLWORK ------------ DETAILS 4111PDXYQUARTZFLOOR • scale: 1 1/2"= 1'- • drawn: Pc 3° • checked: K approve date: 24" DEEP' BASE CABINET WITH . date: 06-02-„ 9 STA` E 8 STEEL COUNTERTOP • project no -09 -4.0 i-1✓r - • sheet ID-4.02 1 3 4 5 6 7 8 9 10 11 12 13 14 15 A /—L eNEL 3 BAWStIG RA1�D C�L14XING LM 3 BALLISTIC RA=GLAZING G I \ /^ BALLISTIC RAW BALLISIICRATBD Cj \\ aBAL TRAY BEYOND DEAL TRAY �* 3/4u POLISHED QUARTZ ON 3/4 �— RETURN r:NDS IN SAME QUARTZ 3/4"POLISHED QUARTZ ON 3/ T'HRUT BIDE SECURE BIDE RETURN ENDS IN SAME QUARTZ ��O PLYWOOD THREAT BIDE + BEGURE SSB MATERIAL AS COUNTERTOP PLYWOOD MATERIAL ASCOUNTBRTOP B Architects and P I an r MITER EDGE WITH v8"RADII 911 MfTBR EDGE WtH US"RADY 911 I.S.K. Reeves V, F.A " 3/4POLISHED QUARTZ ON •, .,-,. .: ... .>, -.,;; , : ,f2,,.. �— 3/4'POLISHRD QUARTZ ON 3/4" Kevin R a t i a n, A T/Ib"LBVBL 3 BAWBTIC _ 3/4"PLYWOOD WITH T " Reeves, A RESISTANT PANEL W 411 BATTEN �► 1/16 LBYEI.3 BALLETIC ,,, PLYWOOD Wtt H 1 'BACKBPLASH _ _ BACKSPLASH RE�STANTPANEL W4"BA'REN 333 N. Knowles Ave. STRIPgBAGHBEAM STRIPISBACHSEAM Winter Park, Florida 32789 ao - (407) 647-1706 RETURN ENDS M SAME QUARTZ ��MITER EDGE WITFI V8"RADII ,RETURN ENDS IN SAME QUARTZ d a ° `- M'rER EDC&IMTH V8"RADn 1 518 Hendry Street MATERIALASGOUNTERtOP P-bl/4 MATERIALASCOUNTWOP Ft. Myers, Florida 33901 ve�e(eatloorplan7 ° ' 239-461-3944 POLISHED TILE ON GROUT d ik Corporate Registration I STEEL BAR PULLS POLISH=T14ONGROUT � d No. AAC001197 1 . 1 d C I GENERAL NOTE GINSUBES DETAIL 8/A6.02 FOR a _ 'O SBM�XPOSED AREAS,FINISHED -NOTE ° a ADDITIONAL INFORMATION d j WITH PLASTIC LAMNATB,TYPICAL ° DETAIL 2/A6.22 FOR ADDMONAL INFORMATION d 1 I MLLWORK BEYOND I cp ° I L I I 6/8"GYPSUM WALLBOARD ON VB" HAT CHANNELS TBRMINATBD d a I d � �,� PYLwooD SiaBStRATE � + '; I d d I d. ° I D ' ° I 6/8"GYPSUM WALLBOARD ON Z/8" PLASTIC LAMINATE DRAWERS ON ' d I 3/4"PLYWOOD HAT CHANNELS TKW1NATBD d � 1 . d ; . PYLWGODSUBSIRATE I CONTINUOUS WOOD I BLOCKING,TYPICAL ° 1 4"VINYL BASE d I 1 : QUARTZ COUNTER QUARTZ COUNTER ON E ON CMU WALL WITH MILLWORK 2 CMU WALL WITH DEAL TRAY V-4.0ySCALE-1-11r -r-o• —4.03 �ca.�1-iIr -r-�• LBVBL 3 BALLISTIC RATED GLI4XNG �—LEVEL 3 BAWSTIC RACED GLAZNG BALLISTIC RACED DEALTRAYBEYOND ALLISTICRATED BDBAL TRAY P/4"POLISHED QUARTZ ON 3/4 THRBAt SIDE SECU1 SIDE RETURN ENDS IN SAME QUARTZ {PLYWOOD MATBRAL AS COUNTERTOP • rBRBDGBWItHVB"RADII 911 F Atlantic 3/4"POLISHED QUARTZ ON 3/4" 3/4"POLISHED QUARTZ ON 3/4" PLYWOOD WITH 7 °BACKSPLASH 11/16"LEVEL 3 BALLISTIC <" ; ITANTPANELW4 BATTEN PLYWOOD WRH'I BACKSPLASH Beach THREATSIDE OTRIP�EAGHSEAM — - Police 3/4"POLISHED QUARTZ ON 3/4 SIDE PLYWOOD e ° - ENDS IN SAME QUARTZ <d <a I MRBR EDGE WITH I/8"RADr -9' �---MtER BDGB U�TH V8 RADII N ° T IATMLASCOUNWOP MTBREDGEWRHVB RADII Department — e Y-6 V4 rtwGwfloorp4W ° < ,' V1b"LEVEL 3 BALLISTIC ,.. ,_ —�t RESISTANT PANEL W 4"BATTEN :nDOLISHED TILE ON GROUT �d STRIP G EACH SEAM _ I I City of I G 6/8"GYPSUMWALLBOARDON7/8" Atlantic Beach HAT CHANN"TBRMNIATBD RETURN ENDS NUMB QUARTZ �� PYLWOOD SUBSTRATE MATERIAL AS COUNTERTOP �6B DETAIL 8/Ab.O2 FOR ; : c v�n«h..floorpsu j �ADDITIONALINPORMATION d I 90/ Constructior POLISHED T1LB ON GROUT MLLWORK BEYOND I .. ' Documents d d ° j a d :: SEM$XPOSED ARL148,PINfSHED ' UN PLASTIC LAMNATB,TYPICAL I j a i Architect hereby e GNNERALNOTE I 1 reserves his commoi SEE DETAIL 2/A6.?J2 FOR ° I I copyright and other ADDITIONAL INFORMATION ° ° Bt�L BAR PULLS rights in these drawings ° I drawings shall not be rer 6/8"GYPSUM WALLBOARD ON 1/6' H without written permissi a 1 ' * PLASTICLAMNATEDRAILMON consent of the architect HAtCHANNELB'1'>:RMNATFD .°..' ° ; .: i I 3/4 P YWOoa L d I PYLWOOD SUBSTRATE I ! they to b e assigned to ai I d I 1 I 1 I � CONT11�IiOUSWOOD ° ! i BLOCKJNG,TYPICAL • r� gln and conse , I ° a I f I . I . I 4 VINYL BASE ° j I 1 ' 1 , , ADA QUARTZ COUNTER ON QUARTZ COUNTER ON J • sheet title 3 CMU WALL WITH DEAL CMU WALL WITH MILLWORK TRAY 4 —4.03 �c :t-1/r -r-o• 4.03 ��1-ur -r-o• MILLWORK DETAILS S cale: 1 1/2"= • drawn: PG • checked: K • approved: • date: 06-02-11 • project no.821-0! • sheet I D-4.03 I 1 2 3 4 5 g 7 g 9 10 11 12 13 14 15 ID-4,01 4----------a- . MILLWORK DETAILS GENERAL NOTES: INTERIOR FINISH LEGEND HARDWARE CHEDULE ArcoNrl 4 I• U A /M NRY M NTYPE$$ CUREMILLWORKt08UB8TRA1TeS. 9.84"overall length, 1/2"diameter, 1-3/8"projection HW-1 Steel Bar Pull House of Knobs OK 32557 length, brushed nickel finish. 2. RiF+1'iR Td1'"►ANUFAC TALLATION PROCEDURE$FOR ALL PLUMBING FIX'I'�S AND FAUCETS SCHEDULED At MILLWORK. PL-1 Laminate lack 1595-90 Wrlsonart Crystal Finish 15.75"overall length, 1/2"diameter, 1-3/8"projection 3. RRFiRTG1MANUFAC 011M6ND�DINatAL1.,4TI0NPROCDUR3FORALL�IARDWARTYPESSC�IEDUL>:DAtMILLWORK PL-2 tLainate Wilsonart Linearity 30K-18 Satin Stainless HW-2 Steel Bar Pull length, brushed nickel finish. �GJ iii:il:i!:il:il:ii;;i:;i;i:ii:;!:;,:;!Ii;;!;;:;!;:iI= House of Knobs 'OK 32548 9 G 4. pwy"JJOOD BL CIGNG 5=5 At ALL LOCATION$SCHEDULED TO RECEIyE MILLWORK,AS REQUIM At GYPSUM BOARD PARTITONS. hiteca 12"x 1-1/2"x 8", stainless steel finish,supports 10"- 16" ei SS-1 rface DuPont Corian P 6. R�RTG�Q� P NFORCORRECTPAR'ttflONTYPI�. HW-3 Work Surface Bracket Hafele !, 87.77.001 deep countertops. �G • '� G• STS-9 Stainless Steel Refer to Specs Type 316 0. 4 Direction 240V AC Standard counter top two-way electronic \� \� b. PROVIDI��ALANt INT M ILIORKMEI:T$PORCMAINTILEBAK HW-4 Two-Way Communicator C.R. La6rence, Co. UTTU3 communicator, satin anodized finish, 6"W x 2-1/2"D x lOe chin White 2CM 2-1/2"H I. gl„Lgprry-1�CPOSED R�4ST' yIPLASITGI.AMINATE QTZ-1 Quartz Hanstone Polished Finish i SEEMHW-5 Bullet Resistant Speak-Thru C.R. Laurence, Co. 666 Heavy Stainless Steel, Level 3 Bullet Resistant PTF-1 Porcelain Tile, Floor Imola Micron G 12 x 24, ins#ailed brick set Speak-Thru, 6"Diameter v 8. PROVIDEA3/4°FI WH PPORCAI3WMIIM MLING. B Architects and Planne PTW-1 Porcelain Tile, Floor-Polished Imola Micron GL 12 x 24, installed brick set on wall Non-ricochet level three bullet resistant drop-in deal tray, g. pWy"',CAMLO SATM ORI�MOM NDICAI'EDONINTERIORELEYATIONS. , HW-6 Drop-in Deal Tray C.R. LacUrence Co. RT312 P- PTB-1 .Porcelain Tile, Base Imola Micron G 6x 12 Facto cutI.S.K. Reeves V, F.A.I. ' brushed stainless steel finish, 12"W x 11"d x 1-3/4"H Kevin R a t i a n A.1 CTW-1 Ceramic Tile, Wall Daltile Modem Dimensions 799 Pearl White 6 x 6 modular 9 V. "COU STH,4 MpETA>� Ck'�ItWALLS SHALL 01CLFA=AtEACHW. CTW-2 Ceramic Tile, Wall Daltile Modem Dimensions 799-Pearl White 4 x 12 modular Ian A. Reeves, A.I i GRT 1 Grout, Porcelain Tile Floor Polyblend 100% Solids Epoxy 35 Winter Gray Use for all Floor Tile 333 N. Knowles Ave. GRT-2 Grout, Ceramic Tile Wall Polyblend 100% Solids Epoxy 1 Bright White Use with CTW-1 & CTW-2 Winter Park, Florida 32789 (407) 647-1706 INTERIOR FINISH ABBREVIATIONS C1- AIR ,RAIL CHEDULE 1518 Hendry Street RVB-1 Resilient in EBase Roppee Recess Wall Base teel Gray Ft. Myers, Florida 33901 ACT = ACOlS11CAL EILING E F = FACTORY FINISH PTF = PORCELAIN TILE, FLOOR 239-461-3944 AF = ACCESS FLO ING FWC = FABRIC WALL COVERING PTW = PORCELAIN TILE, WALL ROOM ROOM Resilient AthleTuflex S artus 16 Ash 2T'x 27" ALLS NOTES IC PANEL - = g P N011 : . NAME Corporate Registration G 00 L - GLASS No. AAC 1197 AP ACR1�'L TZ QUARTZ Q Q CB = CEMENT BOA D GLT = GLASS TILE RP = RESIN PANEL ORTH EAS SOUTH WEST CT-1 Carpet Tile Shaw Contract Diffuse 59575 outes 75500 24"x 24"- 16oz. X X C CONC = CONCRETE GRT = GROUT RLT = RESILIENT TILE, FLOOR rockett 4175 24"x 24" 1-147 CORRIDOR CT-SD Carpet Tile, Static Dissipative Julie Industries Frontier Series CGP = CONCRETE, GROUND POLISHED GWB = GYPSUM WALL BOARD RTF = RUBBER TILE, FLOOR 1-148 CORRIDOR X X I X AND CORRIDOR LEADING TO BREAK ROOM 1-124 CS CONCRETE, SEALED ML = METAL LOCKERS RVB = RESILIENT VINYL BASE DEA Dry Erase Wallcovering lWall Talkers I Erase Rite 1phite Sand 03 60" Roll 2-131 CORRIDOR X X X NOT TO BE INSTALLED ON GLASS WALLS CSS = CONCRETE, STAINED SEA�ED MP = MOVEABLE PARTITION RVT = RESILIENT VINYL THRESHOLD CT = CARPET TILE MR = MOISTURE RESISTIVE SD = STATIC DISSIPATIVE TWA Tackable Wallcovering Wall Talkers Tac-wall tone C250-04 48" Roll PRODUCTINFORMATION- CTF = CERAMIC TILE FLOOR MTL = METAL SG = SEMI-GLOSS MFR:CONSTRUC110N8PEGALTIE3(CS)PRODUt ; BgtRlp HpC�F�t;4�,t�N 06m"COLOR BRUSI D81L1Ii:R$410 CTB = CERAHIC TILE BASE N/A = NOT APPLICABLE STN = SATIN EQF Epoxy-Quartz Flooring Dur-A-Flex Dur-A-Chip lue Smoke CHAIRRAILGENERALNOTES- CTW = CERAMIC TILE WALL P = PAINT STS = STAINLESS STEEL EQB Epoxy-Quartz Base Dur-A-Flex Dur-A-Chip lue Smoke 1. MOUNTEDWITHADHESIVEANDACCORDINQGToMANUFACTURERSRIC 0 DED INSTALLATION INSTRUCTIONS DE = DRY ERASE AALLCOVE ING j PE PAINT, EXTERIOR SS = SOLID SURFACEEM EIREMEM lign 2. WEIR OFRUBStRIPtO8EM0UNtEDAtVA.pptOTHE CENTEROF rH1 ilRUBSTRIP. ESF = EXPDXY SHOF FLOOR I PG = PAINT, GENERAL TP = TOILET PARTITION P-1 Interior Paint Sherwin Williams Satin, U.N.O, Koji White Field Color 3. WHIERR:TAC-WALLISINSTALLRDCONtINURRBgp OW At 6100011=4GHTOF36"A.F.F.TOTHE CENTEROFTHRRUBSTRIP EQF = EPO%Y QUAR Z FLOOR PL = PLASTIC LAMINATE TW = TACKABLE WALLCOVERING P-2 Interior Paint Sherwin Williams Satin, U.N.O. t. Barts'SW7614 Accent Calor 4. W DRY-I:RASEUJALLIINGISIN°./f p p,NO TRIP ISt IStALLED D EQB = EPO%Y QUAR Z BASE PP = POLISHED PLASTER VCT = VINYL COMPOSITION TILE P-3 Interior Paint Sherwin Williams Satin, U.N.O. arvesterSW6373 Accent Color D. AT GLAZING CONTINUE RUBSTRIPSLOW%LLAt HEIGHT OP W F.F.TO THE=NTO OF THIN RUBSTRIP. EXP = EXPOSED PS = PAINT, SPECIAL- EPDXY WD = WOOD DOOR P-4 Interior Paint Sherwin Williams Satin,. U.N.O. ityscape SW7067 Accent Color EXT-T = EXTERIOR, TIL PTB = PORCELAIN TILE, BASE WP = WALL PANEL PS Epoxy Paint, Special Sherwin Williams oderate White SW6140 NS t CTOtHBJOB. PG Interior Paint, General Sherwin Williams Per Specifications oderate White SW6140 GENERAL FINISH NOTESMilToilet Partitions Scranton Products HDPE roY 011 1111 IIIIN EMM EC JIPMENT CHEDULE 311 x 24"D x 82"H, Multi-Configuration Pass-Thru LRXW JrO IN FINIO, SCHEDULES ON°SHWS C6.01 FOR A ROOM BY ROOM SCHEDULE.REFER TO ARCHITECTURAL INTERIORS INC. LK-1 Evidence Lockers, Non-Ref. SSM 01 Evidence Lockers, Non-Refrigerated,with Flat Top FOR A*y ADDITI NAL C4 i RFICATION. 2. R WOTO P NS ON SHEETS I01.11A SERIES FOR EXI IcNTS OF WALL TILE LOCATIONS. 36"W x 24"D x 82"H, Multi-Configuration Pass-Thru 3. 90I�.ACTwC®LINGwI LAN SHEETS,A418�ESFOR C1LINGMATERIAL AND FINISHES. LK-2 Evidence Lockers, Evidence Lockers,with Refrigerated Unit(RSD4-4)and Flat 4, 11x0 ICATIO BION 99�FOR ALL SURFACES t0 Be PAINTED. Refrigerated 4�SM 05/R D ToP E S. INTI 04OLO M WILL NOT OF ONE MAIN FIELD COLOR AND UP t0 SEVEN DIFFERENT ACCENT COLORS. S, INTER! NO,WILL BE PROVIDING ACCENT WALL LOCATION PLANS FOR ALL INTERIOR ACCENT PAINT. NOTE.ADOMONAL EQUNPMENT LISV&IN THE IGJMVNTSCHFX ON SHEET'S A-LO14 A-LOS ARE USED AS A BASIS FOR DESIGN ONLY. 1. ir0 DRAWINGS FOR CORRECT GLAZING TYPES,SYSTEMS,AND DETAILS. EQUIPMENT IS NOT IN THE CONTRACT: j 8. AT ALLIIN I s$ TR M6,START WALL TILT:INSTALLATION WITH A FULL TILE AT CEILING AND WORKDOWN TOWARD BASE. 9 ALL INT'lIIRIOR SH MA AL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURBR'S RECOMMENDED INSTALLATION PROCEDURI�,, 0 WALL f'TiATORI ON ID 1 AS GENERAL.REFER t0 ARCHITECTURAL DRAWINGS FOR SPRCPC MATIt W..ONTEN 1L FILLiRS AM ATo L.MILLWORK LOCATIONS WHERE CABINETS MEET THE WALL AND WHERE CABINETS MEET C,gDINIIIIIIII $III W Alk SLKI DRAWER PULLS MUST CLEAR ADJACENT CABINET WHEN DRAWER IS OPENED. 12. ALL INIPWR LAND, FINISHES SHALL COMPLY WITH TABLE 803.5 OF 2001 F.B.C. 13. ALL INT111111111"FL ORFN SHALL COMPLY WITH SECTIONS 804.2 THROUGH 804.4.1 OF 2001 F.B.0 14. ALL ISL TILE S t Dd NOT TERMINATE INTO A WALL SHALL HAVE A SCHLUTER STRIP INSTALLED.. F Atlantic Beach AIPPLIANCE Police SCH EDULE Department NOTE.AI L API I W TED IN THE APPLANCR SCHRDULR ON SHIRTS A-1.014 A-LOS ARE USED AS A BASIS FOR City Of pgbdiN ONLY APPLIA ARE NOT IN THE CONTRACT. G Atlantic Beach 90/ Construction { Documents a � ;Architect herebyex l rreserves his common and other r (copyright P rrights in these drawings. (drawings shall not be reprc without writtenP ermissior H consent of the architect n I the to be assigned to an Y 9 Y rbc&mon and consent i i I sheet title INTERIOR FINISF LEGEND • scale: 1 1/2"= 1'- drawn: PG checked: K approved: • date: 06-02-11 r • project no.821-09 sheet ID 6.00 �I 1 2 3 4 5 6 7 g t9 10 11 12 13 14 15 A I I a ST FLOOR ROOM FINISH SCHEDULE 1ST FLOOR ROOM FINISH SCHEDULE CONT. 2ND FLOOR ROOM' FINI SCHEDULE �n�\�-� COM R OM FLOG BASE WALLS NOTES G\ `(� ROOM ROOM FL00 BASE WALLS NOTES ROOM ROOM FL00 BASE WALLS NOTES � �G` N0. NAME NORTH EAST SOUTH WEST N0. NAME NORTH EAST SOUTH WEST N0. NAME NTH AST 0 TH WEST O��J MAT MAT MAT FIN MAT FIN MAT FIN MAT FIN MAT MAT MAT FIN MAT FIN MAT FIN M1;AT FIN MAT MAT MAT FIN MATT FIN MA FIN MAT FIN v� B Architects and Planne 12 X 24 PORCELAIN _ PTW I'`4 FLOOR TILE PTF- 1 10 LOBBY PTF PTB CB P GWB P GL F GL F NO PTB AT PTW- SEE ID-2.01A ( ) 2-10 INVESTIGATIONS CT RVB GWB p GW P G B P GL F I.S.K. Reeves V, F.A.I. 1-12 BOOKING EQF EQB CONC PS CONC PS CONC PS CONC PS Kevin Ratigan, A.I. Ian A. Reeves, A.I. 1-10 MEN'S R STRO M PTF PTB Cg/ CB/ CTW CB/ CB/ GWB; P GW P GWB P 333 N. Knowles Ave. GWB PS GWB PS GWB PS GWB PS 1-12 ABOOKING EQF EQB ONC PS ONC PS ONC PS QNC PS 2-10 EQUIPMENT STORAGE CS RVB GWB 'P Winter Park, Florida 32789 1-10 WOMEN' REST 001 PTF PTB CB/ CB/ CB/ CTW CB/ (407) 647-1706 GWB PS GWB PS GWB PS GWB PS 2-10 SECURED STORAGE CS RVB GWB IP GWB P G P GWB P 1-13 TACTICAL CS RVB CONC PS CONC PS CONC PS CONC PS 1518 Hendry Street Ft. Myers, Florida 33901 1-10 SAFER OM CT RVB GWB P GWB P GWB P GWB P 2-10 SERGEANT CT RVB GWB 239-461-3944 1-13 PROPERTY EVIDENCE TICS. RVB CONC PS CONC PS CONC PS CONC PS P GW P GWB iP GWB P Corporate Registration PTW 12 X 24 PORCELAIN FLOOR TILE (PTF- ) VCT- No. AAC001197 1-10 VLESTIBU E PTF PTB GL F GWB P G F GWB P NO PTB AT PTW- SEE ID-2.01A 1-13 ELECTRICAL ROOM CS RVB CONC PS CONC PS CONC PS CONC PS 2-10 I.T.SERVER SD RVB GWB p GW P G Ip GWB P C 1-10 D'pSPATC So RVB GWB P GWB p GWB p GWB p 1-13 FIRE RISER CS RVB CONC PS CONC PS CONC PS CONC PS 2-10 OMMUNICATIONS ROOM CT— SID GWB p GWq P GW p GWB P 1-10 B'REAKR OM PTF PTB GWB P GWB p GWB p GWB p 1-13 SALLY PORT CS RVB ONC PS 'CONC PS CONC PS CONIC PS 2-10 E.O.C./TRAINING CT RVB GWB 'Fp GWBI P GW P GL F -10 COMMUN CATIO ROOM VCT- 1 RVB GWB P GWB P GWB p GWB P SD 1-13 JANITOR CS RVB CONC PS CONC PS CONC PS CONIC PS 2-10 SUPPORT SERV. LT. CT RVB GWB FP GWB'! P GW P GWB p 1-10 UINI-SEX RESTROOM PTF PTB GWB CTW GB PS B PS GWB PS 1-13 DRYING ROOM EQF EQB CONC PS CONC PS CONC PS CONIC PS 2-10 STORAGE CS RVB GWB Ip Gwg! P GW P GWB P 1-11 BRIEFING PTF PTB GWB P GL F G F GWB P 2-11 A/V CT RVB GWB FP GWB; P G P GWB p D 1-13 JUVENILE FEMALE BOO Imo' EQB CONC PS CONC PS CONC PS CONC PS -11 CLLOSET CT RVB GWB P GWB P GWB P GWB P 1-13 VESTIBULE EQF EQB CONC PS CONC PS CONC PS CONC PS 2-111 BREAK CT RVB GWB 'P GWO P G B 'P GWB P 1-11 SERGEA T CT RVB GWB P GWB P GWB P GWB P 1-13 ARMORY EQF EQB CONC PS CONC PS CONC PS CONC PS 2-11 PBREAK PTF PTB GWB p -- -- G B P �B CWT 1-11 LIIEUTEN NT CT RVB GWB P GWB P GWB P G F 1-14 QUARTER MASTER CS RVB CONC PS CONC PS CONC PS CNC PS 2-11 ADMIN. ASSISTANT CT RVB GWB Fp GL F GL F GWB P 1-11 STORAGE CS RVB GWB P GWB P GWB P GWB P P- P- P- P- 1-141 ELEVATOR EQUIPMENT CS RVB CONIC STN CONIC STN CONIC STN CONIC STN 2-11 CHIEF CT RVB GWB Fp GWBI P GW P GWB p 1-11 RILE CT RVB GWB P GWB P GWB P GWB P 1-14 RECORDS SUPPLY CT RVB GWB P GWB P GWB P (AWB P 2-11 RESTROOM PTF PTB GWB IPS GWR PS G 'PS G B CWT E 1-11 FI'LLES CT RVB GWB P GWB P GWB P GWB P 1-14 JUVENILE FILE STORAG CT RVB GWB P GWB P GWB P G*B P 2-11 CONFERENCE ROOM CT RVB GWB P GW P G P GL F 1-11 LIEUTENA T CT RVB GWB P GWB P GWB P G F 1-14 OFFICER WINDOW CT RVB GWB P GWB P GWB P G1WB P 2-11 RESTROOM PTF PTB CB/ CB/' CB PS CB/ PS CWT G GWB P GWB FPS GWBI GWB 1-11 PATROL UB PTB PTB GWB P GWB P GWB P GWB P 1-14 RECORDS WORK AREA CT RVB GWB P GWB P GWB P GSL F 2-11 RESTROOM PTF PTB GWB IPS CB/ PS CB PS CB/ CWT GWB, G GWB P- 1-11 MECHANI ALR OM CS RVB GWB STN GWB STN GWB STN GWB STN 1-14 RECORDS STORAGE CT RVB GWB P GWB P GWB P -- 2-11 ELECTRICAL CS RVB GWB P GWB!; P GW P GWB P 1-11 CLOSET CS RVB GWB STN GWB STN GWB STN GWB STN 1-14 CORRIDOR 1 PTF PTB GWB P GWB P GWB P G-*B P 2-11 MECHANICAL CS RVB GWB P P GW G P R P GWB K R 2 X 12 PORCELAIN FLOOR TILE C E 1-121) L® PTF PTB GWB P-SG GWB P-SG GWB P-SG GWB P-SG 1-14 CORRIDOR 2 PTF PTB GWB P GWB P GWB P G P 2-12 STORAGE CT RVB GWB P GWB' P GW P GWB P F Atlantic CB/ CB/ 12 X 12 PORCELAIN; FLOOR TILE 2-12 WEAPON CS RVB GWB P GWBI P GW P GWB P Beach 1-12 MIEN'S R STRO PTF PTB CB/ PS CB/ PS PS PS GWB GWB GWB GWB 1-12 FEN'S R STRO PTF PTB WB CTW B PS WB CTW GWB PS 12 X 12 PORCELAIN FLOOR TILE 2-12 C/V CS RVB GWB P GWBI P GW P GWB P Police GENERAL NOTE 1-12 WOMAN S RES 001 PTF PTB CB/ CB/ pS CB/ PS CB/ PS 12 X 12 PORCELAIN FLOOR TILE 2-12 NARCOTICS CS RVB GWB P GWB; P GW P GWB P Department GWB PS GWB GWB GWB CB/ CB/ CB/ CB/ L REFER TO INTERIOR FiN15+4 LEGEND ON SI NT ID-6.00 FOR SPECIFIC FINISH MATERIAL SELECTIONS,COLORS,MANUFACTURER'S, 1-12 AWOMAN'S REST OM PTF PTB PS 12 X 12 PORCELAIN FLOOR TILE City of GWB CTW GWB GWB PS GWB PS SIXES,ECT..�RTOARCI�C%RALINTMOR31NC.FORANYA=I IONALCLARIFICATION 2-1 4BULK EVIDENCE STORAGES RVB GWB P GWBj P GW P GWB P 7 12 X 12 PORCELAIN FLOOR TILE G 1-12 LOCKERS PTF PTB GWB P-S GWB P-S GWB P-S GWB P-S 2-12 LAB EQF EQB GWB FP WB PS WBS WB PS Atlantic Beach 1-12 BLEAK ROOM PTF PTB GWB P GL F GWB P GWB P 2-12 EVIDENCE RETRVL. CT RVB GWB 'P GWB! P G ! P GWB P �V% Construction 1-12- SE-CURE NTERW W EQF EQB CONC PS CONC PS CONC PS CONC PS -12 AEVIDENCE WORK CT RVB GWB P GWB, P GW P GWB P Documents 1-12 MALE CEL EQF EQB CONC PS CONC PS CONC PS CONC PS 2-12 JAN. CS RVB GWB PS CON PS GW PS GWB PS Architect hereby exp ,reserves his common 1-12 MALE CEL EQF EQB CONC PS CONC PS CONC PS CONC PS copyright and other pry 2-12 STORAGE CS RVB GWB P GWB! P GW P GWB P rrights in these drawings. drawings shall not be reprc (ICER REST Mi without written permission 1-128 OF R: 0 , EQF EQB CONIC PS CONIC PS CONIC PS CONIC PS 2-12 STORAGE CT RVB GWB p GWg!, P GW P GWB P H consent of the architect, nc 2-13 ANIMAL CONTROL CT RVB GWg Ip p they to be assigned i any GWB GW �P GWB P r��7��lon and consent 2-1 1CORRIDOR PTF PTB GWB I'p GL j F GW p GWB P 2-13 VIDENCE DROP PTF PTB GWB Fp GWB P GW P GWB P to /n PC90 I STAIR 1 PTF PTB ONC PP-S ONCI P-S ON -S ONC P-S STAIR 2 CS ONC �-S ONCI J • sheet title `7 --- ; P-S ON I-S GL F ~ FIRST AND SEC n / Ie -e - ke Ti -7-- I"! `jGc�Ua,D ELEVATOR 1 PTF --- STS IF STS F ST 11� STS F 12 X 12 PORCELAIN FLOOR TILE D� �Q� G�e 5T o`- �� SPECIFICATIONS FLOOR INTERIO `ls FINISH SCHEDU . scale: 1 1/2"= 1'- drawn: PG • checked: K • approved: • date: 06-02-11 • project no.821-09 P 1 • sheet ID-6.01 i z s 4 6 7 8 -9 10 11 12 13 14 15 GENERAL NOTES ] HVAC ABBREVIATIONS HVAC L END A, 1. P OVINE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION, SYMBOL DESCRIPTION ` SYMBOL DESCRIPTION O MPIJETE AND OPERABLE HVAC SYSTEMS. GENERAL PI G AC ALTERNATING CURRENT, AIR COMPRESSOR IN INCHES 100 AIRFLOW (CFM PIPE CONTINUATION 2. C NTR'ACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. AFF ABOVE FINISHED FLOOR IN.W.G. INCHES OF WATER - GAUGE A AIR DEVICE TAG 8x8 SIZE (INAN) AFMS AIRFLOW MONITORING STATION KW KILOWATT PIPE ELBOW DOWN \S 3. T1 E CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS DOORS, BALANCING DAMPERS, FIRE DAMPERS, AH AIR HANDLER L LENGTH DI CT AND PIPE OFFSETS, ETC. WHETHER SOME ARE SHOWN OR NOT. UNDER CUT DOOR rJ- AHU AIR HANDLING UNIT LAT LEAVING AIR 1TEMPERATURE PIPE ELBOW UP ; AMP AMPERE LBS POUNDS 100 AIR FLOW AMOUNT (CFM) 4. IN 3TALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION AND ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LF LINEAR FEET CI ARANCE REQUIREMENTS. AS AIR SEPARATOR LV LOUVER O1 REFERENCE NOTE ( BLIND FLANGE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LVG LEAVINGOe '� 5. T1 E CONTRACTOR SHALL VERIFY INSTALLATION CLEARANCES WILL BE MAINTAINED AND AND AIR CONDITIONING ENGINEERS LWT LEAVING WATEEfR TEMPERATURE CAPPED LINE DI 3CREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE ACQUISITION OF EQUIPMENT. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS MAX MAXIMUM X DETAIL NUMBER U� AWG AMERICAN WIRE GAUGE MBH THOUSAND BAU PER HOUR X-X SHEET DETAIL APPEARS I HOSE END CONNECTION vv 6. r !E CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE SYSTEMS AND NO EXTRAS WILL BE BDD BACKDRAFT DAMPER MCA MAXIMUM CURRENT AMPACITY DIRECTION OF FLOW PIPE ArCf�teCtS CCId Pla�r>E 4LOWED FOR ADDITIONAL FITTINGS OR OFFSETS. BLDG BUILDING MIN MINIMUM � TYPE OF EQUIPMENT BK Reeves V, F.AJA ANCHOR BMS BUILDING MANAGEMENT S"STEM MOCP MAXIMUM OVE-#RCURRENT PROTECTION X EQUIPMENT NUMBER Kevin R A 7. T 'E GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE DIFFERENT TRADES SO THAT BTU BRITISH THERMAL UNITS MSS MANUFACTURERS STANDARDIZATION SOCIETY atigai, li IN ERFERENCE BETWEEN PIPING, EQUIPMENT, STRUCTURAL, AND ELECTRICAL WORK WILL BE AVOIDED. CRAC COMPUTER ROOM AIR CONID11IONER N NORTH - Ian A Reeves, ALS _ PIPE GUIDE AlNECESSARY OFFSETS IN DUCTWORK AND FITTINGS REQUIRED TO INSTALL THE WORK PROPERLY CENT CENTRIFUGAL N/A NOT APPLICA@LE/NONE ASSOCIATED/NONE AVAILABLE X SECTION NUMBER 333 N Knowles Ave. S1 ALL BE PROVIDED COMPLETE IN PLACE AT NO ADDITIONAL COST TO THE OWNER. CFM CUBIC FEET PER MINUTE NC NOISE CRITERIA OR NORMALLY CLOSED ,. Wer Park. Ronda 32789 CH CHILLER NFPA NATIONAL FIRtE PROTECTION ASSOCIATION X-X SHEET SECTION APPEARS PIPE TEE DOWN (407)647_1706 8. AlRFI'S SUBMITTED BY THE CONTRACTOR SHALL INCLUDE A RECOMMENDED SOLUTION. CHWR CHILLED WATER RETURN NIC NOT IN CONTgACT 4PIPE TEE UP -`18Hencky Street CHWS CHILLED WATER SUPPLYNO NUMBER OR INORMALLY OPEN Q POINT OF DISCONNECTION Ft Myers Ronda 33901 9. A DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE THE INTERNAL CLEAR DIMENSIONS. CO CLEAN OUT NTS NOT TO SCALA f- UNION 239-461-3944 CT COMPRESSION TANK OA OUTSIDE AIR 10. A NEW SUPPLY AND RETURN DUCTWORK SHALL BE GALVANIZED STEEL, EXTERNALLY INSULATED CU CONDENSING UNIT P PUMP POINT OF CONNECTION �� BALL VALVE �� W H 2.2 INCH THICK, 3/4 POUND DENSITY FIBERGLASS DUCTWRAP WITH VAPOR BARRIER. INSTALLED D DEPTH PH PHASE R VALUE SHALL BE A MINIMUM OF 6.0. SEAL ALL JOINTS AND SEAMS WITH GLASS FABRIC AND DB DRY BULB PPM PARTS PER WILLION ��- BUTTERFLY VALVE (MANUAL) G M STICK MEETING UL 181. DC DRY COOLER, DIRECT CURRENT PROP PROPELLER SYMBOL DESCRIPTION DDC DIRECT DIGITAL CONTROLS PRV PRESSURE REIDUCING VALVE, PRESSURE REGULATING HVAC y1m, 11. H AC�YSTEM UTILIZES A RETURN AIR PLENUM. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE DEG F DEGREES FAHRENHEIT VALVE, OR P®.WER ROOF VENTILATORBUTTERFLY VALVE MOTORIZED N N-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DIA DIAMETER PSI POUNDS PER 4SQUARE INCH - ABSOLUTE 24x12 RECTANGULAR DUCT, FIRST FIGURA IS DIMENSION (MOTORIZED) a ELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM 84. ALL DWV DRAIN, WASTE, VENT PSIG POUNDS PER SQUARE INCH - GAUGE OF SIDE SHOWN (IN INCHES) E EXISTING PVC POLYVINYL CI_#�LORIDE GATE VALVE N N-COMBUSTIBLE MATERIALS SHALL BE IN COMPLIANCE WITH SECTIONS 602.2.1 THROUGH 602.2.1.3 EA EXHAUST AIR OR EACH 24x12 FLAT OVAL DUCT, FIRST FIGURE I� DIMENSION F M. QTY QUANTITY OF SIDE SHOWN (IN INCHES) EAT ENTERING AIR TEMPERATURE RA RETURN AIR GATE VALVE (SOLENOID) 12. Ai NEW EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL. EFF EFFICIENCY RH RELATIVE HUWIDITY 240 ROUND DUCT, DIAMETER SHOWN (1 INCHES) EWT ENTERING WATER TEMPERATURE RLA RUNNING LOAD AMPS GLOBE VALVE 13. A NEW TRANSFER DUCTWORK SHALL BE GALVANIZED STEEL. EER ENERGY EFFICIENCY RATIO RM ROOM EF EXHAUST FAN RPM REVOLUTIONS [PER MINUTE SUPPLY DUCT RISER TRIPLE DUTY VALVE 14. M XIMUM LENGTH OF FLEX DUCTWORK SHALL BE 8 FEET. ENT ENTERING RPZ REDUCED PRE§SURE ZONE BACKFLOW PREVENTER ESP EXTERNAL STATIC PRESSURE RTU ROOFTOP UNI1T RETURN DUCT RISER �I- PLUG VALVE 15. IN ULAjTE ALL LOUVER PLENUMS AND BLANKOFFS TO PREVENT CONDENSATION. COVER INSULATION ETC ET CETERA SA SUPPLY AIR EXHAUST DUCT RISER WI H AN ALUMINUM JACKET. EXT EXTERNAL SD SMOKE DAMPER, SMOKE DETECTOR FA FIRE ALARM SEER SEASONAL ENERGY EFFICIENCY RATIO SUPPLY DUCT DOWN M 2-WAY AUTOMATIC CONTROL VALVE FBC FLORIDA BUILDING CODE " $` 16. R ER TO ARCHITECTURAL AND STRUCTURAL SHEETS FOR LOUVER MOUNTING HEIGHTS. I SF SQUARE FEET OR SUPPLY FAN FD FIRE DAMPER, FLOOR DRAIN SMACNA SHEET METAL- AND AIR CONDITIONING CONTRACTORS RETURN DUCT DOWN M .M 17. At RESTROOM MAKE-UP AIR SHALL BE BY WAY OF GALVANIZED STEEL TRANSFER DUCTS WITH FLA FULL LOAD AMPS NATIONAL AS§OCIATION SP STATIC PRESSURE 3-WAY AUTOMATIC CONTROL VALVE ZERO LEAKAGE BACKDRAFT DAMPERS AND DOOR UNDERCUTS. FPM FEET PER MINUTE j ,< EXHAUST DUCT DOWN f FPS FEET PER SECOND SQ SQUARE 18. P VIDE SECONDARY DRAIN PAN UNDERNEATH WATER SOURCE HEAT PUMPS LOCATED ABOVE THE FT FEET STD STANDARD DUCT CONTINUES ®� BALANCING VALVE WITH PRESSURE TAPS ` C LING. PROVIDE A FLOAT SWITCH IN THE SECONDARY DRAIN PAN THAT WILL SHUT DOWN THE UNIT. FT-H20 FEET OF WATER T TANK OR THERMOSTATT1 GA GAGE OR GAUGE TYP TYPICAL MVD MANUAL VOLUME DAMPER 19. R TE' CONDENSATE TO FLOOR DRAIN AND TERMINATE INDIRECTLY. PROVIDE CONDENSATE PUMPS AS GAL GALLONS UH UNIT HEATER BDD BACKDRAFT DAMPER S EDUCED. i GPD GALLONS PER DAYPRESSURE REDUCING VALVE UL UNDERWRITER§ LABORATORIES GPH GALLONS PER HOUR UNO UNLESS OTH0WISE NOTED M MOTORIZED DAMPER Sims Wilkerson Cs 20. R RIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE RESPONSIBILITY OF THE ; GPM GALLONS PER MINUTE V VOLTAGE FD Oo FIRE DAMPER (HORIZONTAL) E Engineering, In C TRACTOR. CONTRACTOR SHALL TAKE INTO ACCOUNT LENGTH OF RUN, ELEVATION CHANGES, AND H HEIGHT, HEATER, OR HUMIDIFIER VA VOLT AMPERE- 12124 High Tech Avenue-Sui FIELD OONDITIONS. CONTRACTOR SHALL SUBMIT CALCULATIONS IN ACCORDANCE WITH THE i HB HOSE BIBB VAV VARIABLE AIR' VOLUME FD FIRE DAMPER (VERTICAL) PRESSURE RELIEF VALVE Orlando,Florida 32817 R OMMENDATIONS OF THE MANUFACTURER. I HD HUB DRAIN VFD VARIABLE FREIQUENCY DRIVE (407)380-04M FAX (40 380-59 HP HORSEPOWER OR HEAT PUMP W WATT OR WID1TIH SD SMOKE DAMPER (HORIZONTAL) CERT.OF AUTH.N0.610t 21. PF VIDE 4-INCH THICK, REINFORCED CONCRETE EQUIPMENT PAD WITH 6-INCH BORDER ALL AROUND I HR HOUR WB WET BULB SD 4 SMOKE DAMPER (VERTICAL) FLOW BALANCING VALVE 13 GARY A.WIIKERSON,P.E. FOR ALL GRADE-MOUNTED MECHANICAL EQUIPMENT. I HVAC HEATING, VENTILATING, AND AIR CONDITIONING WSHP WATER SOURGf HEAT PUMP F SD COMBINATION FIRE SMOKE DAMPS 0KYLE ICARTIER,P.E.5326 HX HEAT EXCHANGER WWF WELDED WIRE [FABRIC F/SD (HORIZONTAL) 0 HOWARD J.PAIGE,PX.481 ❑JEFF A.KIRKMAN,P.E.656, 22. T BUILDING WILL HAVE A FIRE ALARM SYSTEM. PROVIDE A DUCT-MOUNTED SMOKE DETECTOR IN I HZ HERTZ YR YEAR F/SD COMBINATION FIRE/SMOKE DAMPEf (VERTICAL) TF SUPPLY OF THE WATER SOURCE HEAT PUMPS AS SCHEDULED. UPON ACTIVATION OF THE s� DUCT-MOUNTED SMOKE DETECTOR MANUAL AIR RELIEF VENT 10050 DE.VICE, THE UNIT SHALL SHUT DOWN. THE DUCT SMOKE DETECTORS SHALL BE INSTALLED BY THE MI,CHANICAL CONTRACTOR. THE DUCT SMOKE DETECTORS SHALL BE PROVIDED, WIRED, AND j ® DUCT ACCESS DOOR - TOP INI ERFACED WITH THE FIRE ALARM SYSTEM BY THE ELECTRICAL CONTRACTOR. i DUCT ACCESS DOOR - BOTTOM 0 C OUTDOOR AIR CALCUILATIONS DUCT ACCESS DOOR - SIDE AUTOMATIC AIR RELIEF VENT Atlantic 23. ,� TEMPERATURE SENSORS/CONTROLS SHALL BE LOCATED TO ALLOW THE PARALLEL APPROACH BY } A ERSON IN A WHEELCHAIR AND MOUNTED 54" AFF. WHERE ONLY FORWARD APPROACH IS i FLEXIBLE CONNECTION P'i SIEgLE, SENSORS/CONTROLS SHALL BE MOUNTED 48" AFF. MARK AREA PEOPLE Ra Rp Vbz Ez Vot SCHEDULED NOTES of j DUCT RISE OR DROP IN DIRECTIONI OF FLOW -+► Beach Voz=Vbz/Ez=Vot OA CFM CHECK VALVE ^ 24. T CONTRACTOR SHALL PERFORM A COMPLETE CERTIFIED TEST AND BALANCE OF EACH WSHP-1 = = 0.06 5 - 0.8 - 400 1 SQUARE TO ROUND DUCT TRANSITrtfON VJ Police MECHANICAL SYSTEM IN ACCORDANCE WITH A NATIONAL STANDARD. SEE SPECIFICATIONS FOR Y-STRAINER DIE TAILS AND PROVIDE THREE (3) WRITTEN COPIES OF THE COMPLETED TEST AND BALANCE REPORT WSHP 2 0.06 5 - 0.$ - 150 1 T C THE OWNER FOR REVIEW. WSHP-3 - - 0.06 5 - 0.8 - 150 1 TERMINAL UNIT PRESSURE/TEMPERATURE TEST PORT Departmen' WSHP-4 - - 0.06 5 - 0.8 - 280 1 25. T CONTRACTOR IS RESPONSIBLE TO REPAIR, AT HIS COST, ANY DAMAGED ITEMS DUE TO WORKWSHP-5 - - 0.06 5 - 0.8 - 1,120 1 CROSS HATCHED AREA 36 INCH 4INIMUM CLEARANCE PRESSURE GAUGE PERFORMED. WSHP-6 - - 0.06 5 - 0.8 - 1,200 1 FOR HEATER ACCESS. MAINTAIN CILEARANCE. 26. D TWORK, PIPING, AND EQUIPMENT LOCATIONS SHOWN ARE SCHEMATIC. PRIOR TO EXCAVATION, WSHP-7 - - 0.06 5 - 0.8 - 1,400 1 THERMOMETER 6 City of L OUT AND CONSTRUCTION OF THE MECHANICAL SYSTEMS, THE CONTRACTOR SHALL SUBMIT WSHP-8 - - 0.06 5 - 0.8 - 450 1 FAN POWERED TERMINAL UNIT Atlantic Beach L OUT AND FABRICATION SHOP DRAWINGS FOR APPROVAL. CONTRACTOR SHALL NOT COMMENCE WSHP-9 - - 0.06 5 - 0.8 - 150 1 PUMP W RK WITHOUT APPROVED SHOP DRAWINGS ON THE CONSTRUCTION SITE. WSHP-10 - - 0.06 5 - 0.8 - 150 1 SINGLE LINE DUCTWORK WSHP-11 - - 0.06 5 - 0.8 - 200 1 BELL MOUTH TAP W/MVD Schematic WSHP-12 - - 0.06 5 - 0.8 - 150 1 BASKET STRAINER W/ CLAMPED COVER MVD HAS REMOTE CONTROL IN RI TOTAL 5,800 CFM dID CEILING n Desi N07111.8 SUCTION g SUCTION DIFFUSER 1. THE REQUIRED OUTSIDE AIR FOR EACH SYSTEM WAS CALCULATED USING THE GUIDELINES SET [� Architect hereby e)gxesdy HVAC DESIGN DATA FORTH IN ASHRAE STANDARD 62.1-2007. THE APPROPRIATE PEOPLE OUTDOOR AIR RATE (Rp) AND FLEXIBLE DUCT THE AREA OUTDOOR AIR RATES Ra WERE SELECTED FROM TTABLE 6-1 BASED ON THE CD CONDENSATE DRAIN PIPING conrrnon law copyright LOCATION JACKSONVILLE, FL OCCUPANCY CATEGORY FOR EACH SPACE. THE BREATHING ZONE OUTSIDE AIRFLOW (Vbz WAS SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) �"' property riots n these da T CALCULATED FOR EACH SPACE USING THESE NUMBERS AND -THE SPACE OCCUPANCY AND SQUARE CF CHEMICAL FEED drawings shd not be OU DOOR AIR DESIGN SUMMER WINTER RETURN INLET SEE AIR DEVICE S (SEE FOOTAGE. ONE OUTSIDE AIRFLOWS WAS TOTALED ) G THE SUM F 0 ALL OF THE SPACE AND BREATHING � without written c CONDITIONS DB WB DB D N EFFI I N AND CORR ECTED USING TH C E CY Ez . DRAIN E APPR PRI , 0 ATE SYSTEM VENTILATII� ( ) of � the architect nor are EXHAUST INLET (SEE AIR DEVICE SCHEDULE I (DEG F) (DEG F) (DEG F) ® ) to Qr1perty 95 78 29 LINEAR DIFFUSER R REFRIGERANT PIPING y obt written pemission C INDOOR AIR DESIGN SUMMER WINTER ELBOW W TURNING VANES CONDITIONS DB RELATIVE DB / CHWS CHILLED WATER SUPPLY (DEG F) HUMIDITY DEG F revi�ons ALL UNITS 75 50% 70 BUILDING PRESSURIZATIOOV CALCULATIONS - ROTATING BEACON LIGHT CHWR CHILLED WATER RETURN CONSTRUCTION MARKAIRFLOW CONTROL EFFElO T ON CONTINUOUS MAXIMUM - WALL U VALUE (BTU/HRxFT"2xDEG F) 0.149 (CFM) BL4DG BLDG BLDG CO CARBON MONOXIDE SENSOR CWS CONDENSER WATER RETURN ROOF VA PRE§SURE EXHAUST EXHAUST U VALUE BTU HRxFT 2xDEG F 0.033 ( / ) WINDOW UVALUE - � -' (CFM) (CFM) CO CARBON DIOXIDE SENSOR CWR CONDENSER WATER RETURN BTU HR FT 2F 0.3 WINDOW SHADING COEFFICIENT 0.43 EF-1 900 BMS CONTINUOUS 900 900 NO NITROGEN OXIDE SENSOR - ----CD------ CONDENSATE DRAIN PIPING - UNDERGROUND z NOTE EF-2 300 BMS CONTINUOUS 300 300 THE HVAC LOAD CALCULATIONS ARE BASED ON THE EF-3 675 SWITCH EMERGENCY - ® SMOKE DETECTOR A/V ANNUNCIATifpR _ ___-R------- REFRIGERANT PIPING - UNDERGROUND • Sheet title DESIGN CRITERIA LISTED ABOVE. THIS IS AN EF-4 1,000 BMS CONT 1,000 1,000 QQ HUMIDISTAT LEGEND 000 SPEED CONTROLLER INTERMITTENT - 1,000 EXISTING BUILDING AND THE VALUES USED ARE EF-5 1, - ---CHWS ----- CHILLED WATER SUPPLY - UNDERGROUND® �+- ESTIMATES BASED ON THE EXISTING CONTSTRUCTION REFRIGERANT SENSOR EF-6 50 SWITCH INTERMITTENT - 50 SCHEDULES AND HAVE NOT BEEN FIELD VERIFIED. 0 EF-7 50 SWITCH INTERMITTENT - 50 s� DUCT SMOKE DETECTOR - ---CHWR ----- CHILLED WATER RETURN - UNDERGROUND EF-8 - BMS CONTINUOUS 1,400 1,400 ------ CONDENSER WATER RETURN - UNDERGROUND QT THERMOSTAT AND DETAILS EF-9 - SPEED CONTROLLER INTERMITTENT 1,000 - ---CWS Ts TEMPERATURE SENSOR MECHANICAL TOTAL CONTINUOUS EXHAUST 3,600 CFM ______ _ • SC�1le, AS SHOV CWR CONDENSER WATER RETURN UNDERGROUND TOTAL INTERMITTENT EXHAUST 1 5,700 CFM !� • C cNvn SWC 5800 CFM TOTAL BLDG OUTSIDE AIR INTAKE , NOTES: BLDG PRESSURIZATION W CONTINUOUS EXHAUST +2,200 CFM 1. THIS IS A GENERAL COMPILATION OF SYMBOLS AND NOT ALL_ SYMBOLS SHOWN MAY B U ED ON THE CONTRACT DRAWINGS. Ched<e' swC BLDG PRESSURIZATION W/INTERMITTENT EXHAUST +100 CFM 2. SCREENED SYMBOLS OR TEXT (EXAMPLE: AH ) INDICATE EXITING EQUIPMENT OR CON ITI NS. � • approved SWC 3 SCREENED AND DASHED AND LINES INDICATE LINES HIDDEN II11.1 VIEW. • dates DATE • project no. 821-1 I • Sheet M-0.01 f K:\10\050\DWGS\10050 - ABPD\ onstru is\Arch\BBA xbdr2436.dwg 4 r. i 5 7 8 9 10 1 � 12 13 14 15 PLAN REFERENCE NOTES ONEATER MOUNTED 18 AFF. �, � ,� 8 - - 2' 0 AND 4 0 BLANKED OFF LINEA O R DIFFUSERS. PROVIDE CORNER PIECE, CONNECTORS, END CAPS AND ALL 2 FULL LOUVERED DOOR BY OTHER OTHER APPURTENANCES O S. REQUIRED FOR THE LINEAR AIR DEVICES TO HAVE A CONTINUOUS ,ql 3 EF-3 EMERGENCY CY EXHAUST SWIT LOOK. O �H. PROVIDE RED PLACARD ABOVE SWITCH WITH 1/2 INCH WHITE! LETTERING I 0 PROVIDE MANUAL LOW-LEAKAGE DAMPERS. DAMPERS SHALL BE MESSAGE: ARMORY EMERGENCY EXHAUSST SWITCH NORMALLY CLOSED AND OPENED ONLY FOR EMERGENCY COOLING OF 4 EF-5 FAN SPEED CONTROLLER THE COMM ROOM. O MOUNTEfp ON WALL ''ABOVE STAT LE ''S STEEL COUNTER. S 10 PRIME AND PAINT EXPOSED O DUCTWORK. COLOR SHALL BE SELECTED G BY THE ARCHITECT. w�e O5 EXHAUST FAN EF-5 MOUNTED ABOVE (HAUST HOOD. 11 SECURE 1"x1"x16 GAUGE WELDED WIRE FABRIC OVER DUCTWORK 6 48"x30"x18" WALL MOUNTED CANOPY H QJ O f�OOD. MOUNT,! HOOD 6'-6 �F. OPENING. REFER TO SPECIFICATION SECTION 1587ib FOR HOOD REQUIREME T . O PROVIDE ALUMINUM JACKET ON ALL EXfiOSED DUCTWORK. Oe V� O7 COORDINATE DUCT ROUTING IN THIS RO(bM SO THAM NO DUCTW RK , B5 PASSES OVER ANY ELECTRICAL PANELS,, ArCind PIQ>rlel I LW R�eevft V FAA Kevh Riaiigm ALA la, A Reeve, AIA A B C sss K IQr�1Aea Avg D E E.8 F %"N H P1aik Raddo 37189 (40 bbl TM WSHP 2,99-�46T N44 H I I � ft LV WS�HP _ G I I 4 t 19 1 i 5 I 1=X11=RtOR - - - - ,5�.._ - - ----- - -��'�----- --._ _ i: ,.,- _ -_ -- V w _ RI51R' 1 0 50 6x12 . F / �2x2x32 ----- -- - _. -- i-133 ic6 7 IxiS}/ID. OFF[G[= : f - - -- BREAK AREA - !\r ": ! 77 7 ROOM 1 O 100 u: ,, p - _. __. .- - ---- ------ - - - - PLENUM - STcJR C 11 ! 1-124a 4x12 -- -- 8x6 - 1 1, i A X x 4x12 _ - % `>.0 __ r, -. 1 Q�0 " L 6x6 - � I� I ' IGA - �.. << 300 2 ! M I � 6 €,! r L 8xc6 e �, 2x -30 F T 50, (- SB i �y rl- 5 Ol 6 B 35 X x x 'I. I Rii I' I F 0370 50 li x F ' a I , i 1 4x14 14x12 6x 12 LOC11 [1�1, x 24EY - 20X12' ! -4 o LV 375 JANITOR : ' _ 1 I-129 l 'O -.y A,d 3 - \i 1�x ) 1`L I, 250 j 30x30x12 PLFILM. _ 6x� T E 8x6 75 1 i2 �� 2 O X D 6 EQ k- E A J 1 __ 0 25 i' 08x6 ; ' '` � � g '� D , , �' il- 1, A 500 \ t F W 6� ---- 5 0 5 - r O 25 � ' n .��_� _ �� -- ` �✓ x6fi !1 - 50. 6,0 1 - X GLBt EF 30x30x12 PLENUM 25 F _ w 1 �9 ", 7 r ' 1 x 10 6x6 v� T. r p 6 20x1 ✓• - - _ ��. - T 1_ 0 _ , o 1138 r _r 110a 2 _ - 14x12 ' WSHa-3 .> 12x30x12 F° ", 6� 200 'CFM � u I '..n' PLENUM r r �': , a �- - 175 4x ,, ; � � � ��- MEN � OA . D 100 �A F 2 8w , �i', ' —121 ✓.`- , -- - - PA 6� ' 10 flRl'[NG ,, MY FEMAL �� f�I �_ � � � �'' _ �� .-.._. - ri r , UNI 9 i:! 0 '- 18x % 8x10 i COMM. " RETURN AIR ' - b 'i �- _ -- 0 E B -- -._-. ----- I i B -- - ,; --- �- t- x� . . r� P - - - _-- - x _ti LENUM I, � ,. > — - - -- E' - - - ---_._ . - r - -- � CFM T fi 1 20O 1�0 - I ---- --`t------ -�T°°°e'.eee,=-,eepeer'fs x__ - < _+ ) - _ + ,- �— is - — - ----- Sims Wilkerson 1 E ! WSHP-14 � C11' 3 " i ' ...._i' ✓! 4� - - �, E '.. 18x12 OPENING ON �`� -- - 121 Engineering,i TOP OF DUCT 24 High Tec rite. 5 b Avenue-S w 067 - - -_18x10 Fu S ---- -- A 16 Orlando,Florida 32817 - a.- - 40 _ _ ' / ` (407)380 0400 FAX (407)380-59001 — _ O f 1 L � T � $�---_ � i'f �� I CERT.OF Atrrx.N0.6106 AK IIHP x - ',. 8 6SY.EGb1P Z60 CFA I l WSHP - ' O100 i t P --- - __.--- --- - ------ — 0 GARY A WII KE Ti f l - / Y , j >"; „ RSON,P.E.431 �t /T I ' C 1 10 1 �w -- .. - ---- - - &x24 - --. - v! 1 2 _ KYLE J.CARTtfi {k I-141 __ I_ 6� i. ... _ � _+__ � 2 1 1 '� ! �ICP.E.53269 fit i X i �, ,,, f I � J � _ � 0 HOWARD J.PAIGE,P.E.48198 PLEN,k,�M ; YP €- ..,-._.� 14A� � i'F < f '��., �k�'�� �. _ _ - _---. o JEFF A.xmxMAN,P.E.65629 -- _. ;14)414x1 � _-..._ 2 100 �.;� � ,. 8x6 ,.- -ter ' ' /PLtNUM ? �i` ► `' ��-� cG1RRIp r9 Lr w ,r S `_.. I-140 i �/ 0 , .� , � :� - - - 25F1-147T / 1005 % sx 1I 0 EF x6 �i ,RE _ 3 EF /1 ' 4 i 150 s I / 1/1:5? >r EF _ . �' ' LV 4 �.� � T 1- I-105 Atlantic6 ©8610 ;� . 64 � Ox6 � 090 �l 1 5 '/ °��, L� Beach , / U TOR i D 90 3 25 J L 031 • Oxy S � Police l A i 5 F / , 2x12 Department co} '1�: 4 il 4x1 t N/SHP _ . �� 13 OA 315 Ml=N City of `� � �\� 150 2 150 G Atlantic Beach h EF - -_ G,'1 J'r f 0 50 L 1' 'S (TYP 4j,, _ Schematic _ I-101 t Sche , i 1 Des ign- �. / res . Ardrtect hereby expressly COrTYT10n 1aW � Cop t an r Property ruts h these d-awi� i , drawings Shall not be rer without written perm�sion and C1 F2 / of the architect, nor are the, �,(� assgned to any party with ` obtamg written permission and f i • reMsl= U.i , I l / i E1' `' � • sheefi title r r 2 _ FIRST FLOOR PL FIRST FLOOR PLAN MECHANICAL— \ M-,.o, 1i8- _ � -o• '—' MECHANICAL GRAPHIC SCALE: 4 81 16, 32 \ W • BoC� AS SHOWN rr^^ • &CP'Vn SWC v, • C�19CIC6CL SWC 12 • q.-;roved swC W • date DATE • proiect no. 821-09 • M-1.01 T , . ,. i� . �1F � d4«i ': I'm tic, .f,. ' 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 PLAN REFERENCE- NOTES: 0 EF-8 FAN SPEED CONTROLLER MOUNTjD ON WAIL ABOVE ST IN ESS ® PROVIDE ALUMINUM JACKET ON ALL EXPOSED REFRIGERANT, STEEL COUNTER. CONDENSATE AND CONDENSER WATER LINES. 2 48"00"x18" WALL MOUNTED CANOPY !HOOD. MOUNT HOOD 6'--6" AFF. AIR DEVICES CENTERED AT 9'-0" AFF. X70 FOR HOOD REQUIRE ENTS. O 9 REFER TO SPECIFICATION SECTION 15 O . PROVIDE ALUMINUM JACKET ON ALL EXPOSED DUCTWORK. 10 CONDENSER WATER PIPES FROM BELOW. O 0 COORDINATE DUCT ROUTING IN THIS DOOM SO THAT NO DUCTNORK 11 REFRIGERANT PIPES DOWN. PASSES OVER ANY ELECTRICAL PANEi-`S. O 12 DYNAMIC FIRE SMOKE DAMPER INTERLOCKED WITH SERVER ROOM FIRE S 04 SECURE 1"x1%16 GAUGE WELDED WIRk FABRIC SECURED OVERSUPPRESSION SYSTEM. RETURN AIR OPENING. G 50 RETURN AIR LINEAR AIR DEVICE OPEN) TO PLENUM. P.J 60 PROVIDE MANUAL LOW-LEAKAGE DAMfPERS. DAMPERS SHALL E O V� NORMALLY CLOSED AND OPENED ONL �' FOR EMERGENCY COOL NG 'OF �j� THECOMM v ROOM. Architects cr)d Plain O7 BOTTOM OF DUCTWORK AT 7'-6° AFF.. PROVIDE RIGID INSULA t0 AND ALUMINUM JACKET ON EXPOSED CDUCTWORK.;PRIME AND AIT 0K. Reeves V, FAIR DUCTWORK AND AIR DEVICES. COLOR `SHALL BE SELECTED BY THEKevan Ratigcn, A ARCHITECT. ICn A Reeves, A 333 Pl Knowles Ave. Witter Pak Raids 32799 05) (407) 647-F06 6D4 1518Hendry Street I ; I Ft Myer&Florida 33901 WSHP WSHP ( 239-461-3944 Cab orate Registratbn 16x12:SUPPLY ,� 1N - -iWSHP LVI WSHP WSHP WSHP 1 CRU DOWN' TO 1ST ' GRU FIRE DAMPER AN19'����. 6 6, 8 9 11 1B 1A ----------- BULK ---- — - - --- ----'- -- -- - - - -- ---- ---- 1 ---. .-- --- __.__._. ---------------- - --- -- SULK EVIDENCE "I --- - -- - ! , -� I ti I I Itl 8 11 _ �- -8 1 / C 350 I - ,`� -.---------- STORAGE (D350 %O ' -- - - -- - rl x F I 0155 0155 x A 155 H H O 20x12 DN CHIEF " _ / �= �� e < � SGT. 5-G�E',Ui'',75 w - 1 € ! - - -L 2-113 _ r 350 1 0 _ ki 1 r' I C 200 200 E i�i 1 01 x1 12x8 3 2 RfURN AIR I i C � �' i 350 I C t ' I ; 0106 0 / (1 25 10x,6` 26x12 x . SUPPORT 1�' I 120 112 (TV 3) P NUM 1 1 rn' a . g "/8x =_ _ . - , 3Q0I RV.ILy.�3p0 ;; T P 3 2 - - Ox 50 € �' 50 12 � 2'�5I E 2 10 /1x6 9' C. ',� ( ) 25 ©1 bx6 ;0155 A /$ X ''` E 12x6 �� r (TY 1,4) F/SDF 12x12 m _ ( 10x1 O i R r T -s r•- _ 'i A 200 � F� �r i � , INI '. 1 x I i ;<i �.��-lzrlydf —i i0 D 1 x1 t 5 A �`� ��T XI - - 11 L 0155 -10'I HO155 F/� 12� �, I {121 2 0I - '' - \ -109 80 i ® E 8 0 �._ - - C --- -- P-tt E 1,625 �.. _ �, E 5 36x12 F. 1 ba 200 A T 150 FN� p v` - - r 25 E 800 ! j ' t =_ - 2 L I - _ 24x1 _ � , ��' x WSHP '2 50 1 � �l 0,; i , �� ��t� -106 300 �; �' 18x6 ' O STD 12 i Y . D B 8x4 80 0 425 , ' - " I 33 � : � ti dl f; .— '�., i 1 v�!1r —L- j',. It - - ; i '�, � �',, i ! t,� ,�. A f i � ! - i - ; � I x I€ _ , � i f 75 O I I E 5 --' -- : ! 010x6 - -- - - — = - 10x6 Ni 16x1 =24 f16x14 X . " €=r, 100 Cts., ADMIN r 3!75 ©10x6 H '1 - RETURN AIR C p 1,_- _.. -- -- --- N -- " --- _ O 2 ilk ' ASST. I PLENUM 018x6 I - 18x12 I ?�VVzA.0 80 CD18x6 yS _d - ..._._. .. . ._. _. }; �� 1,150 TC -t2 I I 50 ---- ---------- ----- -- ----... . . -- - - r - ......... _ - - - ---- ._ _ SI 1 'ms Wilkerson ,.• .,. � ------ x F� 2>� , �� , ;,: I�r�, �its t ;€,1 J H 5 H ' 1 ti 375 i'�r _ � ���� < ;�< z. :�. Z0, IE 1 .b '5 4 13 EF I E 00 C Engineering, ] _ - �_ Q IIE x6 018x8 �; O18 /%STAIR 3 - ,; 420 20 �-f i [� € �,( 12124 High Tech Avenue- 8 j I 16k14 16x1 ii NO.] �L' 18x6 € I LV ! 1 —� r /J �. N Orlando,Florida 328 1_ 1-1 �- I _- sz�— AqI1�550 li ./ -. c :`- i 4{ (407)380-0400 FAX (407)380 _, x_�aeWay GG�JTI OQ8x8 '` '': .�.. + - — � !' ' h 1_�,, .. 11 _ _ CERT.OFAUTH.NO.6 EF ( 150 r �,- 2 � - 1 g r = ' 375 CORRIDOR X75 J L- 2'' O 1 7 �; �i 2 C C o GARY A wII xERsoN,P. �.: 2-129 18x6 ".�1-131 0118x6 ��� 'mow �� i ,i KYLE J.CARTIER,P.E.52 ,�I I O t O H ARD P 5- ..,�, �� v:. OW J.PAIGE,P.E. - -.__ 0 _-_ /% / , O JEFF A.KUWAAN'P.E.6. -- -- _ _.__ i ��._�.- I I i v i !I II If ---- _,::.: i I ----.--. t. ...,:.:: r ,I '.. - .. .. I �:-- .-_---.1 I _.__.-.-- ' - i -_____ I - _- I / �... _.1_.:::. I I: I: .1♦ __i-:_ __..:I. -.:...: • _ = 1 - --- — -- -- ------------------ 10050 i \. ---- Atlantic i Ate t� all C Beach , Police De artmer � p \ w City of I 4 , Atlantic Beach : n ,. >> Schematic I , �. i 't 4 Design / ` J IM ArdYtect hereby expressly , - property rights n thoonTT)on law ud - __ / _ . i ct�awngs shd not be i witha�t written pamMizin O 3 of the arctYtect nor ore F2 as,�gned to any try obt written I 16 J revi�ais D1 i / z E1 sheet title SECOND FL( PLAN �O MECHANICAL • scc1e, As SK 1 SECOND FLOOR PLAN ELECTRI ALJ.J • s ♦^ drawn SWC 1 8 1 —0 IV J � t t t NIG SGA 4 S 16 3 CsRAI' LE 21 I • checked swc III , • cpproved SWC • dates DATE o' t no. 821- 0 . sheet M-1.0; I 1 3 4 5 6 7 8 9 10 11 12 13 14 15 j I A I I r 6 � 3 3 MAIN AIR j I \ _ ° I 7 ° I DUCT 7 -- 2 \ i i C 10 J r� ,r PROVIDE DAMPER \ \ \ / , $ 4 g r - 4 45• 3 AIR DEVICE, _ --- - -- �QJ �✓ i REFER TO SCHEDULE V� CEILIN 1 CEILING Ard teCtS crid Pcmas -I L%< Reeves V, FAIA SQUARE CEILING AIR DEVICE S UARE Q CEILING AIR DEVICE Kevin RcrHgcn, AIA. (ALTERNATE CONNECTION) Ian A. Reeves, AIA. 333 N Knowles Ave. 5 Water Pak Rondo 32789 OPEN WEB METAL ..I. 35 3 - (40(407)647-1706 ! > JOIST (TYPICAL) - 4 1 4 158 He Street Ft Myer& ftda 33901 ° 239-461-3944 �2 2 J ; OL 5 TYPICAL DUCT-MMNTED SIDEWALL AIR DEVICE #100/4" SELF —5.0 NOT TO SCALE Nva AAcoo TAPPING CADMIUM I -- PLATED SHEET � --- - - METAL SCREWS r- r -��— 1 - j „ HANGER•STRAPS � I (?VG 1 CEILING r� , _ CEILING #10x3/4 SELF TAPPING CADMIUM PLATED SHEET ] NOTE: RECTANGULAR SIDEIhtrALL AIR DEj'VICE RECTANGULAR CEILING AIR DEVICE METAL SCREWS TO ANCHOR L= 1/4 W (4 MINIMUM) STRAPS TO DUCTS. ALL DETAIL NOTES: STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMB RS. ,\ L 1. USE INSULATED FLEXIBLE D�IJCTW MAIN AIR 2. MAXIMUM FLEXIBLE DUCT ORK ONLY AS INDI AT !D ON THE CONTRACT DRAWINGS. (TYPICAL) j DUCT \ 3. FLEXIBLE DUCTS SHALL BE BETWEEN SUPPORTS PONTS SHALL BE 1/2" PER FOOT. D ONE-PIECE'; AND SHALL NOT BE SPLICED TOGETHER. \ PROVIDE DAMPER 4. EXTEND FLEXIBLE DUCT INSjULATION TOi, DUCT/AIR I E INSULATION AND SEAL WITH MASTIC. F ,\ DETAIL REFERENCE NOT _S; ' I 4-� AIR BRANCH AIR DEVICE. I O INSULATED, GALVANIZED STEEL AIR DEVICE BOOT AND DUCT i TRANSITION TO ROUND DUCT. '; \%� I (TYPICAL) INSULATED FLEXIBLE DUCT (CONTINUED TO RIGID HANGER DUCTWORK. 6� INSULATED, RIGID METAL ELBOW. SIZES FOR RECTANGULAR DUCT r!� �! I� : J W �3 PROVIDE FULL PERIMETER %UPPORT ON OUTSIDE 0 �7 MINIMUM 1.5 TIMES THE DUCT DIAMETER. ` INSULATION OF ALL ROUND) DUCTWORK) MINIMUM WIT OF w.k. HANGER HORIZONTAL MAXIMUM �� -� / �'ti STRAP SHALL BE 1-1 2 I SIDE SUPPORT ANGLE SPACING / ACHES. ® 2 INCH BATT INSULATION OVERLAPPING EDGES OF CEILING DIFFUSERS BY 2 INCHES. E Sims Wilkerson Cartit 30" 1" x 18 GAGE STRAP NONE REQUIRED g'-0" O4 DRAW-TIGHT OR SCREW-TIGHT BANDS !,OF NONCOR 0 VE MATERIALS TO ATTACH INNER LINER 01, FLEXIBLE D C ; TO O9 AIR DEVICE NECK SIZE TO MATCH FLEXIBLE DUCT SIZE. Engineering, Inc. RIGID DUCTWORK. INNER LIFER OF FLEA DUCT SHA E 12124 High TechAveaue-suite.20 SEALED WITH MASTIC AND Orlando,Florida 32817 NO POP RIVETS ALLOWED I'MECHANICALLY ATTACHE 10 MAXIMUM OFFSET IS 7 DEGREES FROM VERTICAL (407)380-0400 FAX (407)380-5900 FL. RIGID DUCTWORK. SEAL OU CERT.OFAUTH.NO.6106 SER SKIN OF DUCT. 0 GARY A.WH.KERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 6 DUCT STRAP HANGER DETAIL 4 BRANCH DUCT -OFF AN ' o JEFF A.KIRKMAN,P.E.65629 �5.0NOT TO SCALE TAKE D DAMPER 2 AIR D�/ICE I�LEXf � DUCT CONNECTIONS Z -5.0 NOT TO SCALE -5.0 NOT TO SZALE O 10050 j w Atlantic ac Beach cO Police 3 MAX SAG 1/2" PER FOOT 2 1 BETWEEN SUPPORT POINTS 5 DETAIL REFERENCE NOTES: O Department 10 INSULATED FLEXIBLE DUCT CONTINUED TO AIR DEVICE. A 0 O i 2 INSULA O TED SUPPLY DUCT (SIZE AS SHOWN ON PLANS). � Cit Of Y O3 PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF O INSULATION OF ALL ROUND DUCTWORK. MINIMUM WIDTH OF � Atlantic Beach -- V -- ---- - ----- - 1- -- ' ROUND RECTANGULAR ' RECTANGULAR _ DUCT STRAP SHALL BE 1-1/2 INCHES. MAX SUPPORT SPACING DUCT DUCT 4 7 = 5'-0". ' CEILING Z Schematic - - - -- 4 VOLUME DAMPER WITH 2" STAND-OFF FOR INSULATION AND LOCKING QUADRANT PLATE. � Design 1.5 x W DRAW-TIGHT- _ Q r r + r x w 3 2 O W TIGHT OR SCREW TIGHT BANDS OF NONCORROSIVE M y �� r , MATERIALS TO ATTACH INNER LINER OF FLEXIBLE DUCT TO LLI erect hereby a rese TURNING VANES - 1 RIGID DUCTWORK. INNER LINER OF FLEX DUCT SHALL BE �PYt Gild W W W SEE DETAIL ° SEALED WITH MASTIC AND MECHANICALLY ATTACHED TO property rights n these (towing RIGID DUCTWORK. d'awings shall not be repr ' W CC W 11 L B without writt O 6 ADJUSTABLE CLAMP SEALED WITH MASTIC AND and II O MECHANICALLY ATTACHED TO RIGID DUCTWORK. °f � att�ec�t, nor are they 5 W y party wftx ROUND 90' ANGLE obt RECTANGULAR wrfften GULAR 90' ANG and c LE RECTANGULAR X19 ADIUS 90 ANGLE _ SPIN- IN 45 ANG _-.--_.-_.__-------_____-- �_ _ LE RECTANGULAR 45' ANGLE _, O ROUND SPIN IN COLLAR MOUNTED IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE. APPLY DUCT SEALER AT ALL DUCT CONNECTIONS. IF FLEX DUCT IS ' few CONSTRUCTION OF 90' ELBOWS CEILING 4 18 EQUAL TO OR GREATER THAN RECTANGULAR DUCT DEPTH CONSTRUCTION OF 45' ELBOWSO USE METHOD "C". O PROVIDE BELLMOUTH ROUND TAP. APPLY DUCT SEALER AT ! _ MAIN SLOPE NOT TO SLOPE NOT TO ALL DUCT CONNECTIONS. IF FLEX DUCT IS EQUAL TO OR EXCEED 1" IN 4"' EXCEED 1 IN 4 3 2 GREATER THAN RECTANGULAR DUCT DEPTH USE METHOD „C„ O � AIRFLOW , DIRECTION HINGLE 1 . _ O RECTANGULAR TAP WITH 45 DEGREE TRANSITION. J ----- - • - - - �- Sheet title S i i C i O SPLITTER r KI INSULATED FLEXIBLE DUCTWORK. ♦— DETAILS - i i DAMPER II i i 13 11 INSULATED RIGID ROUND DUCTWORK. 0 MECHANICAL - - -_.. -_ --- -_ ------- DUCT -= — FOUND DUCT BRANCH RECTANGULAR 12 INSULATED RECTANGULAR DUCTWORK. — - „ DUCT _ 6 i 1 TYPICAL RECTANGULAR LAR TRANSITION TYPICAL RECTANGULAR TO ROUND TRANSITION CEILING 4 9 13 RECTANGULAR TO ROUND TRANSITION. DAMPER ADJIUSTMENT O ROD AND LOCK SCREW AS g pyy� W DETAIL OF TURNING VANES r^ • �a TYPICAL SPLITTER DAMPER vJ 1 FLEXIBLE CO3CT TAPS • mea SWC —5.0 NOT T SCALE • approved swc 3 TYPICAL DUCT INSTALLATION W . date, DATE -5.0 NOT TO SCALE o' t no, 821-09 sx � O sheet M-5.01 t (•I, ,; J. 1 I. � � i'- 1.1 3`� (I�•�� al li..�x� &t ,1'n .'71 ':18i&l�'d14fmY ] q =1 i I ,! &r - .. .. 1 3 4 5 6 7g 9 10 11 12 I' 13 14 15 A - x/ v 1" MINIMUM OVERLAP 2 O3 �aJ TYP E B - \e STEEL STEEL ROD) W/THREADED DAMPER ONLY �Cj �,,,('� ENDS (TYP'. 4 PLACES) 5 S!( k SUPPORT PIROM STRUCTURE = PJ ABOVE AS (REQUIRED (CORDINATE W/STRUCT.) O8 ACCESS DOOR O , SPRING SIZED TO ACCESS ��o VIBRATION I AND REPLACE DUCT g ISOLATORS Architects and PIcYlers FUSIBLE LINK. _ — LSK Reeves V, F.AIA. 4 Kevin Ratigcm, AIA. SEE PLANS FOR THRUST RESTRAINT kcn A. Reeves, AIA. DUCT SIZES E o 333 N. Knowles Ave. Whter Park Florida W89 (404 647-v06 5 a 1518 I-lendry Sheet �> 6 Ft Myers, Fonda 33901 239-461-3944 6 MAX. EACH SICDE b QOstratbn 7 I Q AIR FLOW AIR FLOW NOTES: C 0TYP►CAL DRYWALL CONfSTRUCTION, O BREAKAWAY CONNECTION MAY CONNECT TO 2O .�MINIMUM 1-1/2 x 1-11;/2 16 GAUGE STEL ETAINING DUCT OR SLEEVE. -"- SLEEVE ONLY, ON 8" CENTERS WITH: - 1. PREFERRED: No. 10 SHEET''METAL SC E O ANNULAR SPACE BETWEEN DAMPER AND WALL OR OPENING SHALL BE 1/8" PER FOOT OF WIDTH TRANSITICN AS FLEXIBLE CONNECTION REQUIRED (TYP. OF SUPPLY & DISCI�ARGE SIDES) 2. 1/4" BOLTS AND) NUTS. OF DAMPER, UNLESS OTHERWISE RECOMMENDED 3. MINIMUM 3/16" STEEL RIVEE BY DAMPER MANUFACTURER. 4. 1/2" LONG WELD); 51D ALL SU P Y TYPICAL MASONRY CONSTRUCTION p O3 NO CAULKING IS REQUIRED ON FIDE DAMPERS IiR 0 S TYPICAL INLINE FAN DETAIL FIRE DAMPER RETAININfG ANGLES.', -5.0 NOT TO SCALE O UL LISTED FIRE DAMPER WITH 16� FUSIBLE IN ', 0 F.D. ACCESS DOOR SIZE SECURE DAMPER TOS DUCT WIDTH DOOR SIZE REEVE ON � CENTER WITH: 6" THRU 18" 6"x12" ��z 1. PREFERRED: No. 10 SHEET METAL SC E . 2. 1/4" BOLTS AND) NUTS. 19" THRU 36" 12"x18" ALL-THREAD SUPPORI�6 ATTACHED 3. MINIMUM 3/16" STEEL RIVETS. 37" AND ABOVE 18"x18" 4. 1/2" LONG WELD),_ TO STRUCTURE ABOVE- (TYPICAL OF 4) Sims Wilkerson Carl? E RUBBER #ND SHEAR Engineering, Inc. VIBRATION( ISOLATORS 2- FIRE DAN MER ASSEMBLY DETAIL 12124 High Tech Avenue-Suite.2 FLEXIBLE CONNECTION (TYPICAL OF 4) -5;•0 NOT TO SCALE �ao�>3al000Fnz�ao>32817 Fl CERT.OF AUTH.NO.6106 0 GARY A.WII,KERSON,P.E.431t EQUIPMENT SUPPORT 0 KYLE J.CARTIER,P.E.53269 AIR E3 HOWARD J.PAIGE,P.E.48198 ATTACHMENT a JEFF A.KIRKMAN,P.E.65629 FLOW (TYPICAL OF 4) DU ,T iCONNECTIONS Z STYLE A 10050 C-STRUT TRAPEZE HANGER E O (TYPICAL OF 2) 1 120V CONDENSATE PUMP - ----- -------------- --- --- ---- ------ Atlantic Z 1 ° ° 1" MIN OVERLAP 1-1/2" DEEP, 24 GAGE, GALVANIZED <, ° (FOUR SIDES) Beach STEEL, AUXILIARY DRAIN PAN W/FLOAT CEILING �� _ 1 Police ° SWITCH FOR UNIT SHUT DOWN ° ° ' n n 1/4„ MIN. Z' ° CLEARANCE O6 NOTES: 0 Department 1. DO NOT BLOCK UNIT ACCESS PANELS WITHI LOCATION OF ALL-THREAD. - 5 ' 2. SIZE AUXILIARY DRAIN PAN MIN 2" LARGER THAN EQUIPMENT IN ALL DIRECTIONS. 4 Citi/ of 2 3 7 WSHP TYPICAL PIPING DETAIL 4 TYPICAL HORIZONTAL WATER SOURCE HEAT PUMP NOTES �� ' Atlantic Beach -5.0 NOT TO SCALE O1 OPENING IN FLOOR SHALE. BE A MINI U 1/8" PER FOOT LARGER THAN OVERALL SIZE OF DAMPER -5.0 NOT TO SCALE AND SLEEVE 4ASSEMBLY f+OR GALVANI 10 STEEL DAMPERS. MAXIMUM OPENING NOT TO EXCEED 1/8" Z Schematic PER FOOT PI IUS ONE INH FOR GAL NI ED STEEL DAMPERS. OPENING SHALL NOT BE LESS THAN 1/4" LARGER; FOR ANY $IZE DAMPER AND SLEEVE ASSEMBLY. Design SLEEVE GAGE SHALL BE IAT LEAST EOUAL TO THE GAGE OF THE DUCT AS DEFINED BY THE O2 APPROPRIATE SMACNA DCT CONSTR C N STANDARD AND DESCRIBED IN NFPA 90A WHEN ONE OR M Architect hereby expressly re, MORE OF THEE FOLLOWING DUCT-SLEEVE PONNECTIONS ARE USED (PLAIN "S" SLIP, HEMMED "S" SLIP, common lave coPyrot a' STANDING "S"' SLIP, REINFORCED STA DI G "S" SLIP, INSIDE SLIP JOINT, AND DOUBLE "S" SLIP.) property ri_rts n these olrawr cc drawings shall not be re N G without written anc REMOVABLE O3 IF ANY OTHEfk DUCT SLE(VE CONNEC IO S ARE USED, SLEEVE SHALL BE MINIMUM OF 16 GAGE FOR pearl ion DAMPERS UP of the ardhitect, nor are the TO 36 W x 24 H AND 1 'AGE IF DAMPER WIDTH EXCEEDS 36 OR HEIGHT EXCEEDS CLEANOUT CAP , „ 24 . j W assg)ed to any party w fl WATER SOURCE obtamg written permission arc HEAT PUMP O MOUNTING AI"4GLES SHALL BE A MINI U 'OF 1-1/2 x 1-1/2 x 14 GAGE AND FASTENED WITH 1/4 - 20 BOLT, 11/2" LONG WELDS, 3/16 VETS, OR NO. 10 SCREWS TO SLEEVE AT A MAXIMUM M • feVISlOIIs SPACING OF V FOR STA NLESS STEE D GALVANIZED WITH A MINIMUM OF TWO CONNECTIONS IN EACH SIDE, TjOp, AND BOTTOM (SEE L STRATION). MOUNTING ANGLES FOR GALVANIZED DAMPERS v E _ 50"W x 60"H{ OR 60"W xl 50"H AND ES CAN BE A MINIMUM OF 1-1/2" x 1-1/2" x 16 GAGE. U. MAXIMUM FASTENER SPACING FOR 16 G GE MOUNTING ANGLES IS 6" CENTER TO CENTER FOR HORIZONTAL INSTALLATION. MOUNTIN GLES SHALL OVERLAP WALL A MINIMUM OF ONE INCH. O5 WHEN MULTIPLE DAMPER!ASSEMBLIES A E JOINED OR FASTENING DAMPER TO SLEEVE, DAMPERS O' SHALL BE FASTENED NTH 1/4" - 20 B LTS, 3/16" RIVETS, OR WITH 1/2" LG. WELDS STAGGERED IN TERMITTENTjtLY AND SPACED 6" MA MIN C-C. J SSfleet fffie O6 THE STEEL PILATE MULLION SHALL BE SANDWICHED BETWEEN DAMPER FRAMES WITH 1/2" LONG WELDS r DETAILS - STAGGERED INTERMITTENTLY SPACED " pN CENTER. THE MULLION PLATE BETWEEN THE DAMPERS EACH DIMENSION EQUAL OR SHALL BE A 114 GAGE x !4-1/2" WIDE S EL PLATE OF THE SAME MATERIAL AS DAMPER. LENGTH r MECHANICAL GREATER THAN THE NEGATIVE O' SHALL BE EQUAL TO LEf�GTH (PERPE DI ULAR TO BLADE) OF TWO OR MORE ADJOINING DAMPERS. STATIC PRESSURE OF THE FAN FOR STAINLESS STEEL Ut ITS EXCEED( G 60" x 60", THE LENGTH OF THE MULLION PLATE SHALL BE EQUAL TO TH{E WIDTH (PARALLEL TO L E) OF TWO OR MORE ADJOINING DAMPERS. MULLIONS ARE NOT REQUIRE END-TO-END FOR ASST MBLIES CON IS NG OF TWO DAMPERS ATTACHED END TO END OR UP TO ROUTE TO FLOOR DRON TERMINATE THREE DAMP : '' scde. AS SHOWN F€RS ATTACHIED SIDE-TO-SIDE. W INDIRECTLY VJ • drawn. swc 6 - • checked SWC 1 PUMP INSTALLATION DETAIL 3 DRAIN AND P TRAP H CONDENSATE CoRIZO TAL F I DAMPER ASSEMBLY DETAIL • approved swc NOT T - 0 0 SCALE 5.0 -5.0 NOT TO SCALE -5.0 NOT TO SCALE W • date. DATE (� • project no. 821-01 0 . sheet M 5.02 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 I A k`J G Oe G 9" LIQUID-IN-GLASS ,C , THERMOMETER WITH CAST " LIQUID-FILLED PRESSURE ALUMINUM CASFE AND GAUGE WITH 304 STAINLESS ADJUSTABLE ANGLE STEM O 0 TEFL CASE (RANGE 0-60 PSI) DUAL TEMPERAfiFURE SCALE I B Ai'ChltectS Cfld PICIY'12C'S SNUBBER (0 DEG F TO 1M DEG F / .� •, -18 DEG C TO 38 DEG C) ISK Reeves V, F.AIA, ALL VALVE WITH EXTENDED Kevh Ratigm, AIA, VALVE STEM AND STAND-OFF Icn A. Reeves, A.IA. OR INSTALLATION OF COUPLING NUT ;AND 304 SS STEM 333 N Knowles Ave. NSULATIONTHERMOWELL Whter Pais Ronda 32789 64J THREADOLET HREADOLET 1518 Hendry Street Ft. Myers, Fbnda 33901 hu 239-461-3944 i, ateOr119�7 IJo Aatbn�ACA C CHILLED WATER PIPE NOTES: 1. ALL CHILLED WATER PIPE IS INSULATED AND JACKETED. INSULATION IS NOT SH ftN FOR CLARITY. 2. ALL GAUGES SHALL BE MOUNTED IN THE VERTICAL POSITION. PROVIDE ELBOWS FFOR PRESSURE GAUGES LOCATED IN VERTICAL PIPES AND ROTATE THERMOMETER STeWS AS REQUIRED SO THAT ALL GAUGES AND THERMOMETERS ARE INSTALLED VERTICALLY REGARDLESS OF THE ORIENTATION OF THE CHILLED WATER PIPE. 3. PROVIDE ULTRAVIOLET PROTECTIVE PLASTIC WINDOW AND WEATHERPROOF CASE FFOR EXTERIOR APPLICATIONS. 4. PRESSURE GAUGE DESIGN BASIS: TRERICE 70OLFSS 5. THERMOMETER DESIGN BASIS: TRERICE BX9 3 — — — D X CHILLED WATER GAUGE DETAILS r-----------, M-1 NOT TO SCALE 7 14 _M' L-----------J 1'-----------J M 1 DP � 6 r-----------, r-----------, SHP i i WSHP i CHILLED WATER DIFFERENTIAL 6 1 13 1 PRESSURE TRANSMITTER L-----------•1 L-----------•1 E Sims Wilkerson Carti( r-----------, ----n Engineering, Inc. 1 SHP 1 WSHP 1 12124 High Tech Avenue-Suite.20 Orlando,Florida 32817 (407)380.0400 FAX (407)380.5900 FL. �_____---_--J 1 1 CERT.OF AUTH.NO.6106 ----------- 0 GARY A.WIIXERSON,P.E.43167 O KYLE J.CARTIER,P.E.53269 r-----------1 O HOWARD J.PAIGE,P.E.48198 1 WSHP 1 1 O JEFF A.KIRKMAN,P.E.65629 I wsHP 1 i 4 i i 11 i Z 10050 -----------J -----------J O I— r----------- ------- -- 1 1 1 1 t.! SHP 1 WSHP Atlantic 1 1 1 1 3 10 1 1 1 1 I --J L--- ------J Beach r --- ------- , r-----------, c Police SHP i i SHP O 1 9 1 Department -----------J 1 , U �'-----------•1 r-----------, City of 0 P � 1A ; SHP ; ISI 1 $ Atlantic Beach L___________J � L----------- j 1 Schematic VFD 0 Design n DP i— P "'y hereby pressly rest 1 a1 corrrr,«, low t 1 B and �PY� i property rights in these dawk,, 1 1 c dawrgs shall not be r LWthout written pwrission and 1 _ 1 VFD I � of the crdhitect, nor are they asscgned to rn with W Y PAY cbt written and DP crn9 perrr>�sion revUcm 4 CHV (TYP) O U.F O z • 4-keet tffle r DETAILS r MECHANICAL O CO E— • scde, As s7--IowN W • drawn SWC 1 . checked. SWC GROUND SOURCE HEAT PUMP CONDENSER LOOP I � • ov c - NOT TO SCALE ec. sw 5.0 W • date, DATE (,� • proiect r)o, 821-0C ' O a. • sheet M-5.03 I 1 21 3 4 5 6 7 g 9 10 11 12 13 14 15 WATER SOURCE HEAT PUMP SCHEDULE MARK WSHP-1 WSHP-2 WSHP-3 WSI-'P-4 WSHP-5 WSHP-6 _ WSHP-7 WSHP-8 WSHP-9 WSHP--10 WSHP-11 WSHP-12WSHP-13 WSHP-14 CRU-1A MANUFACTURER WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURNACE WATER-FURN CE WATER-FURN C WATER-FURNACE WATER-FURNACE WATER-FURNACE A MODEL USH060SR USH070SR USVO30TR USV030TR NLV160TL NLV080TR NLV180TR USV070TR USVO18TR USV024TL USVU241H OSH070SL USH012ER USH036SL USV060TL CONFIGURATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL HORIZONTAL HORIZONTAL HORIZONTAL VERTICAL RIGHT RETURN LEFT RETURN RIGHT RETURN RIGHT RETURN LEFT RETURN RIGHT RETURN RIGHT RETURN RIGHT RETURN RIGHT RETURN LEFT RETURN RIGHT RETURN LEFT RETUR RIGHT RETURN LEFT RETURN LEFT RETURN FAN TOTAL AIR FLOW CFM 1,900 2,100 1,000 1,000 2,000 1,200 2,500 2,100 600 800 800 2,100 400 1,150 2,200 \S OUTSIDE AIR FLOW CFM 200 60 110 110 2,000 1,200 2,500 450 50 150 100 150 ESP IN.W.G. 0.50 0.50 0.40 0.40 0.75 0.75 0.70 0.50 0.50 0.50 0.50 0.50 0.35 0.35 0.30 MOTOR TYPE PSCPSC PSC PSC - PSC PSC PSC PSC PSC PSC PSC PSC PSC PSC MOTOR HP 1.0 1 1.0 1/3 1,/3 1 1.0 1.0 1.5 1 1.0 1 1/6 1 5 1 5 1.0 1 10 1 2 1.0 cJ� EVAPORATOR COIL e O ENT AIR TEMP DB WB DEG F 75.0 62.5 75.0 62.5 75.0/62.5 75.0 62.5 75.0/62.5 75.0 62.5 75.0/62.5 75.0 62.5 75.0/62.5 75.0/62.5 75.0 62.51 75.0/62.5 1 75.0 62.5 75.0 62.5 75.0 62.5 LVG AIR TEMP DB WB DEG F - - _ _ _ _ _ - 55.7 - - - 56.7 55.8 - - - SENSIBLE CAPACITY MBH - - - - 82.6 50.7 106.0 - - - - - - - - B kd#e&s cnd Mets TOTAL CAPACITY (MBH) - - - - 162.4 99.5 206.6 - - - - - - - - ISK Reeves V, FAL4 FACE AREA SQ FT 5.6 6.3 3.3 3.3 22.2 9.7 22.2 6.3 2.4 3.3 3.3 6.3 1.1 3.9 5.6 Kevh Rrrf1L AJA ROWS FINS PER INCH 3/- 3/_ 3 - 3/_ 3/- 31- I 3 - 3/- 3/- 3/- 31- 3/- 3/- 31- 3/- ICn A. Reeves, AIA. CONDENSER COIL 333 Khowin WATER FLOW (GPM) 28.0 16.0 34.0 - - - _ _ _ _ N 3M EWT LWT (DEG F - - _ _ _ _ _ 76.0 89.7 - - - - - - - _ _ _ _ (�64-IM - 76.0 91.0 76.0 90.1 WATER PRESS DROP FT-H20 - _ _ _ _ � Y� ELECTRICAL - - - - - - - - - - �Mvem odda M POWER 208/3 208/3 208 3 203/3 20873 208 3 i 208 3 208 3 208 1 208 3 208 3 289-161-�9�14 208 3 208 1 208 3 208 3 � adlon COMPRESSOR RLA 17.6 17.3 8.9 8.9 44.8 20.9 46.4 17.3 6.7 7.7 7.7 17.3 4.9 12.8 17.6 No► BLOWER MOTOR FLA 5.9 5.9 1.5 1 .5 3.6 3.6 9.6 5.9 1.1 1.5 1.5 5.9 0.6 2.2 5.9 TOTAL UNIT FLA 23.5 23.2 10.4 10.4 52.0 24.5 56.0 23.2 7.8 9.2 9.2 23.2 5.5 15.0 23.5 C TOTAL UNIT MCA 27.9 27.5 12.6 1Z_6 57.6 27.1 -L-61.8 27.5 9.5 11.2 11.2 27.5 6.7 18.2 27.9 MOCIP 45 40 20 2.0 80 35 80 40 15 15 15 40 10 30 45 FILTERS QUANTITY SIZE 1 20x20 1 20x22 1 _0x25 1 20x22 (1)24x24 (1)24x24 2 40x42 (2)28x3 2 40x42 1 36x30 1 22x20 (1)24x24 (1)24x24- 1 2 x25 (1)2()x.,'21 11 x17 1 18x29 1 32x30 TYPE THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY, THROWAWA THROWAWAY THROWAWAY THROWAWAY UNIT REQUIREMENTS OPERATING WEIGHT LBS 360 1 195 VIII 4 380 170 05 240 2��0 1,175 644 230 230 � 405 125 285 335 ACCESSORIES NOTES - - - - - - - - - - - - - - - ACCESSORIES (PROVIDE THE FOLLOWING 1. PLEATED 2 INCH MERV 13 THROWAWAY FILTER 2. MICROPROCESSOR BASED CONTROLLER WITH CONTROL COMMUNICATCON PROTOCOLS: N2 LONWORKS BACNET. 3. MODULATING HOT GAS REHEAT. 4. 120V CONDENSATE PUMP. 5. HANGER KIT. 6. AUXILIARY DRAIN PAN WITH FLOAT SWITCH. ,. 7. DUCT-MOUNTED SUPPLY AIR SMOKE DETECTOR. 4 NOTES 1. SUPPORT UNIT FROM STRUCTURE AND PROVIDE VIBRATION ISOLATION. 2. MOUNT ABOVE THE CEILING. 3. PROVIDE A SUPPLY AIR DUCT MOUNTED SMOKE DETECTOR WITH REMOTE TEST STATION AND LED ALARM. 4. PROVIDE SUPPORT FOR VERTICAL MOUNTING OF UNIT. -- E Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue-Suite.200 Orlando,Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT.OF AUM.NO.6106 FAN SCHEDULE 0 GARY A.WR KERSON,P.E.43167 AIR DEVICE SCHEDI LE 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 MARK E -1 EF-2 EF-3 EF-4 EF-5 - - _ E F 6 E F-7 E F 8 E F 9 MARK A B C D E F G H 0 JEFF A.KIRKMAN,P.E.65629 MANUFACTURER GRE HECK GREENHECK GREENHECK GREENHECK GREENHECK BROAN BROAN GREENHECK GREENHECK MANUFACTURER' TITUS TITUS TITUS TITUS iTITUS TITUS TITUS TITUS Z 10050 MODEL SQ 00-+-A SQ-80-D SQ-95-D SQ-100-A SQ-100-A 670 670 SQ-100-A SQ-140-B MODEL OMNI-AA 250-AA 272RS 355FL55FL SG-PR - O TYPE I INE; INLINE INLINE INLINE INLINE CEILING CEILING INLINE INLINE UNff FAM TYPE CEILING SUPPLY CEILING SUPPLY SIDEWALL SUPPLY CEILING RETURN/ CEILING IOR SIDEWAL SECURITY SUPPLY/ LINEAR SUPPLY/ AIR FLOW (CFM) 0 300 675 1,000 1,000 50 50 1,000 1,400 EXHAUST RETURN/EXHAUST EXHAUST 2 SLOT V STATIC PRESS (IN.W.G.) 0 125 0.25 0.125 0.25 0.25 0.125 0.125 0.25 0.25 BORDER LAY-IN SURFACE SURFACE LAY-IN SURFACE SURFACE SURFACE D Atlantic DRIVE/TYPE DIREC /CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT FDIRECT/CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT AIR PATTERN 4-WAY 1-WAY 2-WAY 1-WAY 1�-WAY 1-WAY 1-WAY Beach HP (WATTS) 4 1/12 1/8 1/4 1/4 55 W 55 W 1/4 1/3 FACE/NECK (INCHES) 24x24/SEE TABLE 1 REFER TO DWGS REFER TO DWGS 24x24/22x22 REFER TO DWGS 8x8/6x6 4'-0"/10"0 ���^^ VOLTS/PH 1h /1i 115/1 115/1 115/1 115/1 115/1 115/1 115/1 115/1 FINISH WHITE WHITE WHITE WHITE WHITE WHITE WHITE v, Police UW " 'GFMENTS MATERIAL ALUMINUM ALUMINUM STEEL ALUMINUM A ''UMINUM STEEL - Z.- OPERATING WEIGHT (LBS) 8 41 41 38 38 4.2 4.2 38 75 ACCESSORIES - - - - - 8 - O Department MAX SONES 1 6.4 8.0 7.9 7.9 3.5 3.5 7.9 6.6 NOTES ACCESSORIES - - - - 6,7 6,7 - - PERFORMANCE NOTES - - - - 1 1 - - MAX NC LEVEL 30 ACCENolts WRovM THE Ld � ) City of MAX PRESS DRmP (IN.W.G.) 0.08 1. FAN SPEED CONTROLLE-1R ACCESSORIES (PI �� TME FOLLOWING) © Atlantic Beach 2. GRAVITY BACKDRAFT DAMPER 1. ALUMINUM SURFACE MOUNT ADAPTER FRAME FOR LAY-IN AIR DEVICES LOCATED IN HARD CEILINGS TABLE 11 V 3. RELAY FOR FAN OPER,4TION CONTROL', ROM BMS 2. OPPOSED BLAME DAMPER ADJUSTABLE FROM FACE OF AIR DEVICE 54.. wANLSSWITCH ON WALL PEED CONTROLLEaRNLOCATED ON OVIDE PLACARD WITH.... CFM RANGE NE SIZE CFM RANGE NECK SIZE Z Schematic AL NEXT TO HOOD. PROVIDE PLACARD WITH......... 3. ROUND NECK ADAPTER (PRICE SR) FOR FULL-LOUVERED FACE AIR DEVICE TO CONNECT TO ROUND DUCT Q AL4 6. PROVIDE BACKDRAFT DAMPER AND PL ; CEILING GRILLE. 4. INSULATED DUtCT BOOT FOR CONNECTION TO ROUND DUCTWORK 07 10 421-550 12"0 Design 7. PROVIDE LIGHT SWITCH WITH TI E DEL RELAY TO ALLOW FAN TO RUN FOR 5 MINUTES AFTER LIGHT HAS BEEN SHUT OFF. 5. MANUFACTURER'S INSULATED PLENUM WITH ROUND DUCT CONNECTION 111-220 " 551-750 14"0 Q NO-M 6. PROVIDE ACCESSORIES REQUIRED FOR SURFACE MOUNTING WITH CONCEALED SCREWS 221-420 10" _ 1. REFER TO SEQUENCE C11F OPERATION II SPECIFICATIONS FOR FAN CONTROL 7. ANGLE END CAPS AND ALIGNING CLIPS AS REQUIRD FOR A FINISHED LOOK m Ardrtect hereby expressly nese 8. FACE OPERATLiD OPPOSED BLADE DAMPER common law copyright aid °property rights n these drawng NOTES dawngs shd not be repr 1. USE NECK SIZE§ LISTED IN TABLE 1 IF THE SIZE IS NOT INDICATED ON THE PLANS without written perrr�on and 2. PAINT DUCTWORK THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK of the ardiltect nor are � they ILII 3. ANEL UNTED AIR CES RE wift 4. FRONT BLOADES PARALLEL WITHALLONGODIMENSIONABLE STATIONARY LONER SCHEDULE to �Y ICY 5. FRONT BLADES PARALLEL TO SHORT DIMENSION obtarYig �� � and � MARK LV-1 LV-2 LV-3 LV-4 LV-5 LV-6 6. SIZE LISTED ONS DRAWING FOR FACE/NECK SIZE REFERS TO THE AIR DEVICE NECK SIZE, REFER TO TABLE 1 FOR DUCT CONNfECTION SIZE • mvwm MA 7. PROVIDE STEEL .CONSTRUCTION FOR SIDEWALL AND CEILING AIR DEVICES LOCATED IN RATED WALLS/CEILINGS. MANUFACTURER RUSKIN RUSKIN RUSKIN RUSKIN RUSKIN RUSKIN O MODEL EME6625D EME6625D EME6625D EME6625D EME6625D EME6625D - EF- - SERVES 1,2 EF 3,4,5 EF-6,7 WSHP-5 EF-8,9 WSHP-6,7 DESIGN AIR FLOW (CFM) 1,200 2,675 100 2,000 2,400 3,700 LOUVER SIZE (WxHxD) 112x3Ox6 60x24x6 24x12x6 72x24x6 52x24x6 88x56x6 O LOUVER FREE AREA S FT 8.97 3. 1 ( Q ) 3 0.25 4.00 2.96 15.09 i z FACE VELOCITY (FPM) - 808 400 500 808 - • s�1�e@t@ UNIT REOUIREMENTS ACCESSORIES 1,2 1,2 1,2 1,2 1,2 1,2 SCHEDULES - NOTES 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 r MECHANICAL ACCESSORIES (PROVIDE THE FOLLOWING) ', O E LUMINUM BIRD SCREENYNAR FINISH, COLOR DESIGNATED BY ARCHITECT NOTES • 90C18r AS SHOWN 1. SEE ARCHITECTURAL ELEVATIONS FOR LOUVER MOUNTING HEIGHTS. �^ 2. LOUVERS SHALL WIND-DRIVEN RAIN RESISTANT AND BE MIAMI-DADE APPROV • C�'CMR1 SWC .,IED, FLORIDA PRODUCT APPROVED, AND HAVE AMIAMI-DADE COUNTY FLORIDA VJ , NOA NUMBER. • dl�(eC� SWC 3. PROVIDE MULLIONS WHERE MULIPLE LOUVER r^ SECTIONS ARE REQUIRED FOR LOJUVER SIZE SPECIFIED. �I J W'�' • CIPP C� SWC W • C�'e► DATE a: 0 • project na 821-09 O . sheet M-6.01 1 2 3 4 5 6 7 8 19 10 11 12 13 14 15 LIGHTINCC , - --� -- - -- POWER — -- I - -- --------- _ - LIGHTNING PROTECTION AND GROUNDING_ -- 2'x2' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTEf�. f SIMPLEX RECEPTACLE, 20 ANaIP, WITH FLUSH WALL OUTLET BOX. ( a, f Q AIRZ -- TERMINAL - --------------- -- ---- --- --- - A -- - - 2'x2' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTE DUPLEX RECEPTACLE, 20 AWP, WITH FLUSH WALL OUTLET BOX. a, f • BOLDING LOCATION �, WITH 1400 LUMEN BATTERY UNIT. f, k -._ ---- -- --- - - - __ — — i DOUBLE DUPLEX RECEPTACLE, 20 AMPS EACH, WITH TWO-GANG FLUSH WALL OUTLET a f -� M I— --------- ----- --- - --------- --- ---- ——_- CONDUCTOR DOWN BOX. MAIN CONDUCT - -- --- ----- ---- -------------------- -DUPLEX RECEPTACLE MOUNTT[ED HORIZONTALLY 2" ABOVE COUNTER BACKSPLASH, --- 2'x4' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTE[�, f WITH FLUSH WALL OUTLET BB X• 20 AMP, f LP\ LIGNTNING PROTECTION SYS E ' MAIN CONDUCTOR, LOCATED ON ROOF, U.O.N. OeO F ------- ------ ------- ----------- -- ---------- --- - _ AMP WITH FLUSH WALL OUTLET BOX U.O.N. f G NTNING PRO �, WITH 1400 LUMEN BATTERY UNIT. f, k GFI DUPLEX RECEPTACLE, 2� I a, �. .� LIG fECTION SYS E COUNTERPOISE. 2'x4' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTE G AMP WITH FLUSH WALL LET BOX. G -- - -- - — - --- G OUIi 20 /� _ -_— - --- m GFI DUPLEX RECEPTACLE Md�UNTED HORIZONTALLY 2 -ABOVE COUNTER BACKSPLASH GR@�UND WI 71 --- ---- ----- ...... j --- f --- - RE CONCEALED IN 1CONDUIT FOR ABOVE GROUND APPLICATIONS) eS� ® 1'x4' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED, RECESSED DUPLEX "CLOCK" TYPE RECEPTACLE 20 AMP, WITH FLUSH WALL OUTLET BOX I - O _____ ----- ---- - ----- --- _---. - - - - --- - --- --------___-- —_-- --___-_f__-� �TV FOR FLAT SCREEN TV. MOUNTED IMMEDIATLY ADJACENT TO CABLE TV OUTLET. a, f --1I, GR@jUND OR GROUND ROD S OTED - �O COORDINATE EXACT ROUGH IIN LOCATION WITH ARCHITECTURAL BACKING DETAIL AND TV -- - - INSTALLATION r7 GR@jUND BUS �AR B Ard�tects rnd Plcmels ® 1x4 FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. f, k _ ----_ N ,INSTRUCTIONS,_ _..____ ___._ WEATHERPROOF GFI DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX AND --- - - - --- - --- --- --- ---- --- -_ ----- - ------_- _---_- ------- ---- ------- ----- - --- ------ —.- -=-- ----- STAINLESS STEEL WEATHERPjROOF COVER. °� f V. FAIA 9WPG -- LE, 2 AMP WITH WA FLUORESCENT LIGHT FIXTURE, WALL MOUNTED. f �EWC GFI DUPLEX RECEPTACLE, 2(9 LL OUTLET BOX FOR ELECTRIC WATER f ,q, ( � , COOLER. COORDINATE CONCEEALMENT WITH EWC INSTALLER FOR MOUNTING REQUIREMENTS. ----- - ---- :- ---------— -- - – ---- – —- - ---- --- .._. - ---- --- ._ - - ---- -- -- - -- - - ---- -- WS KrOyAw Ave WhaerN FbIIdO FLUORESCENT LIGHT FIXTURE WALL MOUNTED WITH Q�T DUPLEX TWIST-LOCK RECEPiTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. I a, f SYMBOL LEGEND, NOTES: � 11400 LUMEN BATTERY UNIT. f, k -- ---- - — - - ---- 1. THE COLOR OF A LL® DUPLEX RECEPTACLE, 20 AWP, WITH FLUSH CEILING OUTLET BOX. e, f UNLESS 0 HEI> WISE NOTES SHALL Y. COVER PLATES SHALL BE # 02 SMOOTH STAINLESS STEEL , IM Mlerld_ Strewt - ---- ------- -------- --- - - - ---- -- 2. SCREENED ELE B MAY. 3 T --- - - Ma ----- --- - - --- _CTRICAL ITEM DENOTES XI :TING. 239-6'1-9944 �---{ FLUORESCENT STRIP LIGHT FIXTURE, SURFACE MOUNVED, f 0 TC DUPLEX TWIST-LOCK RECEPITACLE, 20 AMP, WITH FLUSH CEILING OUTLET BOX. e, f I 3. "R" BY DEVICE€ DENOTES EXISTING TO E REMOVED COMPLETELY. i -- - - 4. "H" BY DEVICFE DENOTES NDEVICE TO PUNTED HORIZONTALLY. ® SPECIAL PURPOSE RECEPTACLE, AS NOTED ON PLANS, WITH FLUSH WALL OUTLET BOX. a, f 5. ALL DIMENSIONSARE TO T E OTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THE �--�-� FLUORESCENT STRIP LIGHT FIXTURE, SURFACE MOUNTjfED, WITH 1400 LUMEN BATTERY UNIT. f, k - ------ ---- ----- - ----- ------ - ----- ------ ----- ----- ------ --- - --- DIMENSIONS U QED UNLESSINDICATED T f RWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS C POWER FURNITURE BASE FEUD WITH JUNCTION BOX ® 18" A.F.F.. FLEX CONNECT TO AND IN THE WECIFICATIOfNS ARE TO E BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED - - ---�---- © FURNITURE SYSTEM WIREWAIK. FIELD VERIFY EXACT CONNECTION POINT WITH FURNITURE OTHERWISE. A AND LOCATION HEIGHTS S A COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE UNDERCABINET LIGHT FIXTURE, SURFACE MOUNTED. f VENDOR. EXACT HEIGHT MOUNTING ION OF ALL FI RES, OUTLETS, AND EQUIPMENT WITH ALL DOCUMENTS AND ---- ---- ---- -- -_.-___-_-_ _ -- -. — ------------_ _ -__------- - _ S (IEE., ARC , RAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, 0 DOWNLIGHT FIXTURE WITH CEILING OUTLET BOX. f CAST IRON FULLY ADJUSTAE�LE FLOOR OUTLET BOX AND (1) 20 AMP DUPLEX ( MILLWORK, ETf ) PRIORI TO ROUGH-IN;SADJUST TO MEET ALL REQUIREMENTS. -- 6. ALL SYMBOLS IINDI ATED I THIS L --- - -- C N EGE DIAY NOT BE USED ON THE PLANS. - -.... ----- --- ---- ❑® RECEPTACLE WITH CARPET � TILE FLANGE PROVIDE SPECIAL RECEPTACLES, I.E. � f ! ( 7. ALL WIRING DEVICES SHAL_ BE PROM D WITH A GROUNDING TERMINAL SCREW. DOWNLIGHT FIXTURE WITH CEILING OUTLET BOX WITH X00 LUMEN EMERGENCY BATTERY ISOLATED GROUND TYPE WHERE NOTED) 8. SEE SPECIFICA�ITIONS FOR i4DDITIONAL E IREMENTS. UNIT. f, k - --- -- - — - 9. U.O.N. = UNLESS OTHERWISE NOTED. ..- ---------------- - 2 HR. FIRE RATED FLUSH PIKE-THRU WITH INTEGRAL 20 AMP DUPLEX RECEPTACLE AND 10. A.H.J. AUTHORITY HAVING JURISDIC 0 --------------- ------- XX FINISHED ;FLOOR - - -- - - ---- ---- ---- ® PT (2) COMMUNICATION PORTS. [DIE CAST BRUSHED ALUMINUM FLANGE. UL514A AND UL514C d f 11. A.F.F. = ABO Q WALL MOUNTED LIGHT FIXTURE WITH WALL OUTLET B©X, f I RATED. ! 12. PLEASE NOTE: ALL SYMBOLS MAY NO B USED IN THIS PROJECT. l ---- - . - - ANS - _ -__.._ _-___-___ _ _ _ ___---. __ 13. REFER TO SECIURITY SYSTEMS PL N 'SPECS. FOR DOOR CONTROL AND CAMERA LOCATIONS AND WALL MOUNTED LIGHT FIXTURE WITH WALL OUTLET B CAST IRON FULLY ADJUSTkkLE TWO-GANG WO GANG FLOOR OANK OUTLET TLETTBOX WITH (1�) 20 AMP DUPLEX i REQUIREMENTS;. D Q BATTERY UNIT. �X AND 900 LUMEN EMERGENCY f, k ®V RECEPTACLE AND (1) TELECOMMUNICATIONS LE WITH (1) 1"C. TO TTB/TTC d f 14. ELECTRICAL CQJNTRACTOR TO PROVIDE U STRINGS IN ALL CONDUIT(S). (UNLESS OTHERWISE NOTED)!• PROVIDE CARPET OR TILE FLANGE. (PROVIDE SPECIAL - - -- J RECEPTACLES, I.E. ISOLATED _:GROUND TYPE WHERE NOTED) _ _.___---- - - BOX AND BLANK PLATE, WALL MTD. OR MTD. ---- - SURFACE MOUNTED JUNCTIO (� WALL WASH LIGHTING FIXTURE WITH CEILING OUTLET FSOX• f e, f, h, i --- ------ --- _-- _ _ ----- CEILING/STRUCTURE AS IND16ATED. ---- h . -- - -- --- ---- REMARKS SURFACE MOUNTED WEATHEI�ROOF JUNCTION BOX AND BLANK PLATE, WALL MTD. OR , N z� WALL WASH LIGHTING FIXTURE WITH CEILING OUTLET ftX AND 900 LUMEN EMERGENCY WP MTD. TO CEILING/STRUCTURE_ AS INDICATED. f, h, i BATTERY UNIT. f, k - - 'ABOVE FINIS a. MOUNTED 16" HED FLOOR 0 THE BOTTOM. k Q JUNCTION BOX AND BLANK ABLATE, ABOVE CEILING. e f b. MOUNTED 44" ABOVE FINISHED FLOOR 0 THE BOTTOM. -- --- -.-..__ 50„ --_--_--, --_— _ c. MOUNTED ABOVE FINISHED FLOOR 0 THE BOTTOM. d. OUTLET BOX S#tiALL BE SIZED PER SY E I INSTALLERS REQUIREMENTS. ! EMERGENCY BATTERY UNIT EQUIPMENT LIGHT FIXTURE_ WITH WALL OUTLET BOX. � + TRIANGLES IDENTIFY NUMBER OF FIXTURE HEADS U.0)iN. (R) = INDICATES REMOTE HEAD I — FLUSH CEILING JUNCTION B0 AND BLANK PLATE. e, f e. SUPPORT OUT M STRUCTURE TH 1 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25" ------- (R) FIXTURES FEED FROM MASTER BATTERY UNIT. CONNEV TO LOCAL LIGHTING CIRCUIT SUPPORTED WI H Sims Wilkerson Cartier AHEAD OF ALL SWITCHES (OR TO LOCAL EMERGENCY CIRCUIT WHEN AVAILABLE Q FLUSH WALL JUNCTION BOX AND BLANK PLATE. f T BOX FR (2) 3/8" ALL THREADS MINIMUM. -- )-- _ ----- - - ----------------------------- -- f. JUQNCTRIONNOUT SHALL B� - --- -- - E --___ , / fLET BOX SHALL BE SIZE REQUIRED FOR CONDUCTOR DEVICES FILL PER N.E.C. --- CONDUCTOR/DEVICESInc. EXIT SIGN LIGHT FIXTURE WITH CEILING OUTLET BOX SND EMERGENCY BATTERY. SHADING 1 FLUSH SHUNT-TRIP BUTTON,, LOCATE AND LABEL INACCORDANCE WITH A.H.J. g THREADED CONDUIT HUBS SHALL BES E , AND CONFIGURED AS REQUIRED FOR APPLICATION. INDICATES NUMBER OF FACES AND ORIENTATION AR �S f 1z12a — —� High Tech Avenue-Suite.200 OWS. CONNECT TO LOCAL LIGHTING MOUNTED 54" TO TOP, UNLE=SS OTHERWISE NOTED. h. PROVIDE KINDQF MOUNTIfG RACK FO FEE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR orlanao,Florida32817 ® CIRCUIT AHEAD OF ALL SWITCHES (OR TO LOCAL EMETRGENCY LIGHTING CIRCUIT WHEN f FLUSH SHUNT-TRIP BUTTON , LOCATE AND LABEL INACCORDANCE WITH A.H.J. EXTERIOR APPiLICATIONS. (407)380-0400 FAX (40')380-5900 FL. AVAILABLE) I REPO MOUNTED 54" TO TOP, UNLE§S OTHERWISE NOTED. f i. WHEN SURFACE€ JUNCTION BOX SYMBOL I !COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE CERT.oFAVTx.NO.6ioe I - ---- ------ --------- -- ----- ----- ..........-- -----. --- - PLATE FOR OUIILET APPLICATION. ---- - I p GARY A.WII KERSON,P.E.43167 XI SIGN LIGHT FIXTURE WITH WALL OUTLET BOX ANCA EMERGENCY-BATTER Y. SHADING MOTOR, AS NOTED. j j f�(ING CLEARANCES INS IC ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF ❑KYLE r.CARTIER,P.E.63269 INDICATES NUMBER OF FACES AND ORIENTATION, AR[�WS. CONNECT TO LOCAL LIGHTING MAINTAIN WOR CIRCUIT AHEAD OF ALL SWITCHES (OR TO LOCAL EMERGENCY LIGHTING CIRCUIT WHEN f DISCONNECT SWITCH. REFER 7T0 EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS EQUIPMENT WITS{ ALL DISCIPLINES (LE. R HITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, p0 HOWARD� 7AEpE 65629 g ---- AVAILABLE) Ej h KITCHEN EQUIP1M1ENT, MILLWORK, ETC.) RI �R TO ROUGH-IN TO MAINTAIN CLEARANCES. _____ - --- (I.E. SIZE,- FUSED, NON-FUSE-V, ETC.) 1 -- -- - - --- - ------ ------ --.----- ---_ -- -...-.. -- k. "NL" INDICATE$ FIXTURE CONNECTED A E OF ALL SWITCHES - --- p CHES FOR 24 HOUR NIGHTLIGHT OPERATION. Z _-__-- - 10050 I POLE WITH MOUNTING ARM AND CUT-OFF LIGHT FIXTURE, BOXES INDICATE NUMBER ® - MAGNETIC MOTOR STARTER OR CONTACTOR AS NOTED. h, ' I. MOUNTED 80" O ------------- J m. ALL STROBES %HALLS BE Ab UDSTAB OR I TO BOTTOM.ITY TYPE SET AT 75cd UNLESS OTHERWISE NOTED. o-� OF FIXTURES AND ORIENTATION. "NL" INDICATES FIXTURE HEAD CONNECTED TO - ------- -------------------- ------ T _ "NIGHT LIGHT" CIRCUIT. (PHOTOCEL ON, PHOTOCELL OfFF) COMBINATION DISCONNECT/Mt9TOR STARTER, AS NOTED. h, j n. MOUNTED 72" gOVE FINISHED FLOOR 0 THE TOP. ------ -- - - -- ----- ---- --.._. --- ---- - -- - --- - -- - -- - .. ---- - o. REFER TO T � SINGLE POLE SWITCH, 20 AMP, WITH FLUSH WALL OUTrLET BOX. { � YP1(�AL LIGHTING CONTROL NG DIAGRAM FOR ADDITIONAL REQUIREMENTS ON THE LIGHTING � Atlantic ° -- ,a" INDICATES SWITCH-LEG - -------- -- - --- ---------I ------ --� -- -- ---- - --- - -. COORDINATE WITH DIVISION 15� ----- h j F€M. -- ------- -- $ b, f VFD VARIABLE FREQUENCY DRIVE,, CONTROL SYST — -- ( ) $ THREE-WAY SWITCH-----------, 20 AMP, WITH FLUSH WALL--------------------------OUTLET BOX. b------------- ---------- ----------------------- --------------------, f M�-+�-+�-�-t 120V CONNECTION TO MOTOR1lZED DAMPER, COORDINATE WITH DIVISION 15. Beach 3 $4 FOUR-WAY SWITCH, 20 AMP, WITH FLUSH WALL OUTLCT BOX. b f T THERMOSTAT CONNECTION. PfROVIDE AND INSTALL WALL OUTLET BOX AND ' Q RACEWAY AS REQUIRED BY DJIVISION 15. -- I c� d v, Police $K SINGLE POLE KEY SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX. � b, f © � CONTROL AND/OR POWER EQIUIPMENT CONNECTION. I j $ SINGLE POLE SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX AND STAINLESS STEEL RELAY. COIL VOLTAGE - 24V\_*C OR 120VAC, TYPE AS INDICATED ON DRAWINGS. 0 WP b f R Department _ WEATHERPROOF COVER. (NO) = NORMALLY OPEN. (Nth) = NORMALLY CLOSED ( V OUTLET BOX WITH 20 AMP, 1 POLE, MANUAL MOTOR CONTROLLER WITHOUT OVERLOADS - $M (MSS). RATED 1 HP Q 120V_REFER TO EQUIPMENT FILEDER SCHEDULE. f =i 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED 1 City of -- - 0 360° SINGLE -----_-- ------ - ------ G OLE OCCUPANCY SENSOR SWITCH WITH (CEILING OUTLET BOX. DUAL , V - _� -� 120/208V BRANCH CIRCUIT FPANELBOARD, SURFACE MOUNTED h J Atlantic Beach OS TECHNOLOGY SENSOR WITH PASSIVE INFRARED/SOUNQJ SENSOR TYPE, MANUFACTURED BY - -.. ' -- -.. ---_- - --- - V LUTRON, INC. MODEL #LOS-CDT OR EQUIVALENT. LOAD RATING = 80OW @ 120VAC, i 277/480V BRANCH CIRCUIT ANELBOARD h, j . 120OW ® 277VAC ---- - Z Schematic PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR 180' SINGLE POLE OCCUPANCY SENSOR SWITCH. DUAL_ TECHNOLOGY SENSOR WITH TRANSFORMER, PAD MOUNTED ( Q ALL INDOOR APPLICATIONS ' Design OS PASSIVE INFRARED/SOUND SENSOR TYPE, MANUFACTUJ}�ED BY LUTRON, INC. MODEL ) ----- — --------- ----PKAT-O — #LOS-CDT OR EQUIVALENT. LOAD RATING = 80OW ® 1120VAC, 120OW ® 277VAC 8 AUTOMATIC TRANSFER SWITCO h, ' J �. 360 SINGLE POLE OCCUPANCY SENSOR SWITCH WITH (CEILING OUTLET BOX. PASSIVE Q ENCLOSED MOLDED CASE CIRCUIT BREAKER IN NEMA 1 ENCLOSURE h, 1 W Architect hereby expressly resew Qorm�on law oopyr�t and OS P! INFRARED TYPE, MANUFACTURED BY LUTRON, INC. OR EQUIVALENT. LOAD RATING = 800W --- -- ----- -- --- - - - --- property riots in these ctawiigs 120VAC, 1200W @ 277VAC - - ----- --- TVSS TRANSIENT VOLTAGE SURGE §UPPRESSION ' _:----- _ e �Ir'awr'�gs shall not be repro �G CEILING MOUNTED OCCUPANCY SENSOR SWITCH WITH ZEILING OUTLET BOX BY CRESTON BRANCH CIRCUIT CONDUIT C(j�NCEALED ABOVE CEILING OR IN WALL. MINIMUM TWO v�Out wrrft cnd OS o en permon a C OR VILAENT. _ — - _� CONDUCTORS PLUS GROUND. IREFER TO SPECIFICATIONS AND EQUIPMENT FEEDER SCHEDULE of the adtitect, nor are they 1 -- ------ ------------ OS PP OCCUPANCY SENSOR SWITCH WITH CEILING OUTLET BOy�( AND POWER PACK MOUNTED FOR CONDUCTOR REQUIREMENTS. ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS W assigied to any party without ABOVE CEILING. REFER TO DETAIL 2 ON SHEET E 5.0�, , TO PANEL AS INDICATED ON FLANS. TYPICAL FOR ALL RACEWAY TYPES, U.O.N. ©btantg written and a I �0 CRESTRON DIMMER SWITCH CLW-DIM/CLS-EXP OR EQllyIVALENT AND WALL OUTLET BOX, M • r � AS NOTED ON PLANS. b, f, o / BRANCH CIRCUIT CONDUIT COMCEALED BELOW SLAB OR UNDERGROUND LL. -- ---- ---------------------------- i --- ---- ----- ---- - - ---- , ---- -- O CRESTRON I-LUX DIMMER CLS-EXP OR EQUIVALENT AtND WALL OUTLET BOX, AS NOTED b, f, o �- BRANCH CIRCUIT CONDUIT EXPOSED I �I ON PLANS. =10 --2 BUTTON "ON","OFF" LOW VOLTAGE SWITCH BY CRESTION CNX-B2-W OR EQUIVALENT b, f, o IG � ISOLATED POWER SYSTEM CO►{�DUIT CONCEALED WITH INSULATED ISOLATED /� GROUNDING CONDUCTOR IN ADDITION TO EQUIPMENT GROUND CONDUCTOR. --;- - ----------- 10 -- - - F--- - ----- --©C2 I 4 BUTTON LOW VOLTAGE SWITCH BY CRESTON CNX B4t-W OR EQUIVALENT b, f, o /'LV\ LOW VOLTAGE CONTROL WIRINtG AND CONDUIT, CONCEALED 0 ---_-___ -_____ -. ._____ _ ---"- ......... _-_-.....-- -__-_-_-_ _........__ ----------------------------------- 6 --i ©C3 6 BUTTON LOW VOLTAGE SWITCH BY CRESTON CNX-BFS-W OR EQUIVALENT b, f, o !, CONDUIT CONTINUED ' � I i - ----- ----- PC PHOTOCELL MATCH COIL VOLTAGE AS REQUIRED i • sf1A@t mI9 ( ) ] CONDUIT CAPPED OFF ---- -- -- _. - --E13 SWITCH, ASTRONOMIC WITH RESERVE BATTERY, 30A CONTACTS AND COIL - -------- LEGEND - TIME ------ ---- r VOLTAGE AS REQUIRED FOR CIRCUITS, UNLESS OTHERI�VISE NOTED. 1 `� CONDUIT RUN UP ELECT�ICA CEILING OUTLET BOX, LIGHTING TRACK, AND FIXTURES. PROVIDE TRACK HEAD FIXTURE QUANTITY AS INDICATED ON PLANS UNLESS OTHERWISE NOTED f I CONDUIT RUN DOWN - - ---- - ------------------------ \ • socia AS SHOWN i W �^ • i vJ CI'CMR1 SWC • CIvcked SWC 93 • CfO�1/6d SWC W • dart's` DATE • project° m 821-09 O E-0.01 1 2 3 4 5 6 7 8 10 11 12 13 14 15 CM- --- - - i - - - SECU FIRE ALRITY AND ACCESS CONTROL -------- - ---- - --C UNICATION AND---- - , -- -- - - - -- ---- - --_ - - ----- - - DATA F❑ MANUAL FIRE ALARM PULL STATION. b VIDEO SURVEILLANCE (COV) CAMERA. CAMERA AND WIRING PROVIDED BY OTHERS. V TfELEPHONE WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM --- --+ ---- _ - _ i PROVIDE CEILING MOUNT „ a,o FIRE ALARM VOICE EVACUATION SPEAKER/STROBE COMBINATION DEVICE. (CANDELA, o0- UNLESS OTHERWISE NOTE, ED JUNCTION BOX AND ROUTE EMPTY ° /4 C TO OILING SPACE U O N. A UO.N.)----- I, m 1"C., WITH PULL STRING, 1T0 NEAREST IDF CLOSET (U.O.N.) 1- ------------------------ a -- --- --- ----- ----------------------------- . �. _-- _ _ TELEPHONE VNALL OUTLET B D( FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM - --- - - - - 4/4 C TO C FIRE ALARM STROBE. (CANDELA, U.O.N.) I m � - - " b,o EXTERIOR VIDEO SURVEILLANCE (CCTV) CAMERA. CAMERA AND WIRING PROVIDED BY (LING SPACE U b.N. -------- - o0- OTHERS. UNLESS OTHERMLSE NOTED, PROVIDE CEILING MOUNTED JUNCTION BOX AND NAY TELEPHONE WALL 0 TL t BOX FLUSH MOUNTED WITH BLANK PLATE. P ❑4 FIRE ALARM VOICE EVACUATION SPEAKER. I o �P PROVIDE b,o ---- I, m WP ROUTE EMPTY 1"C., WITH [PULL STRING, TO NEAREST IDF CLOSET (U.O.N.) WINIMUM 3/4i"C TO NEARS TTB OR TTC, U.O.N. + -- FIRE ALARM VOICE EVACUATION SPEAKER/STROBE COMBINATION DEVICE. CEILING MOUNTED. ! -- -- - -- - i p 4 E`ATA WALL UTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM 1"C TO a ° ( - ------ --- _ ---- ----- - -------- -;- CANDELA, U.O.N.) MONITOR - -- - --- - --- - � E, U.O.N. G VM CLOSED CIRCUIT TV VIDEO M NITOR OUTLET BOX FLUSH MOUNTED b o CEILING SPAS 04 FIRE ALARM VOICE EVACUATION SPEAKER. CEILING MOUNTED. CCN TELEPHONED TA WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. a,° �G - - e - - - --- PfROVIDE (2) - - CLOSED CIRCUIT TV RACEWAY 1 MINIMUM AND CABLE o MBINATION MINIMUM 1" T ; CEILING SPACE, U.O.N. O � ! WATER MOTOR ALARM (WATER MOTOR GONG) F BR BIOMETRIC ACCESS READEjR, FLUSH MOUNTED. PROVIDE CONDUIT AS PER ACCESS b,o - CONTROL CONDUIT DETAILS - ---- :.. ---- - -- ---- --- ---- - _ ----- -----.. ---_ _ ---- - ----- ------ ------ - { . . ---- -- __ ------ ------- ------- - _.--- ------- -----. .- --- + ---; OMBINATI ON T C ELEPHONE D TA OUTLET, MOUNTED HORIZONTALLY 2 ABOVE COUNTER SAGS t-BELL - SINGLE STROKE GONG/STROBE — -- - _T- CR CONDUIT DETAILS CARD ACCESS READER, FLLUSH MOUNTED. PROVIDE CONDUIT AS PER ACCESS CONTROL b,o T WACKSPLASH WITH FLUSH WALL OUTLET BOX WITH BLANK PLATE. PROVIDE (2) MINIMUM o 6 - - r - _-.- ---- _ -- _... -- - - ..... - 1 `'C TO CEILING SPACE, U 0. � AfC�IteCtS CfKI� PICfY12iS �RTS REMOTE ALARM INDICATING AND TEST SWITCH DL ELECTRIC DOOR STRIKE. P tOVIDE CONDUIT AS PER ACCESS CONTROL CONDUIT DETAILS o ` -------- ------ --� lSK Reeves V, FAA. - - -- ---- ----------------- OSOMMUNICATION FURNITU E 'ASE FEED WITH 2-GANG JUNCTION Kevi-1 Rat' an AlA• j ---- - -. - -- ------- ---. _---- _ ----- _.- ----- ---- - --.. ---- -- BOX ® 18 A.F.F.. Ig ® SMOKE DETECTOR. CEILING SURFACE MOUNTED. ME ° © PROVIDE (2) ;1" EMPTY C N WIT TO ABOVE ACCESSIBLE CEILING SPACE. FLEX CONNECT a ° --- - ❑ I ----- ----- --- ----- - -- -- --- --------------------- - -- --- ---- ---- --- MV34 VERIFY EXACT CONNECTION POINT WITH Ian A. Reeves A - ---- --- RELEASE - RNI�TURIEUv SYSTEM WIRE--RTE - 333 N Knowles Ave. ---- - - -" REQUEST TO-EXIT" DOOf E SWITCH.PROVIDE CONDUIT AS PER ACCESS CONTROL - -------------F- Water Park Roda 32789 SMOKE DETECTOR. WALL MOUNTED 12 BELOW CEILIING. 0 b ENDOR.--- '0 BLANK PLATE PROVIDE MINIMUM C - - - - -----. --_.- ----_ ----- ---- ---- ----- ------ ------ ---- -- -- - - --- DIO WALL pUTLET BOX, ED WITH 3 4" (407)647 V06 RES REMOTE EXIT SWITCH PROWIDE CONDUIT PER ACCESS CONTROL CONDUIT DETAILS. pRD _T NEARESTRADIO TERM( , U.O.N. / °'O 1,518 Hen&y Street ®E SMOKE DETECTOR FOR ELEVATOR RECALL SYSTEM. CEILING SURFACE MOUNTED.-- -- -- -- -- -- - - --- --- --- 33901 ___ _ T €LEPHONE-SYSTEM RAC MINIMUM CONCEALED, TO LOCAL TTB OR TTC ° Ft Myers, Fbncla _ ---- -------- -------- ------- ---._ ---- . __ --- - --- - --- _. ---- OTHERWISE NOTED) 239-461-3944 �=- DUCT MOUNTED SMOKE DETECTOR. (S = SUPPLY; R - RETURN) ( LDC - -- -- ----- - -- ----------- - -- --' - - ------ - -----_ - o ( JNLESS 0TH ------ -- --- f" D Coporate DATA SYSTEM RACEWAY, INIMUM CONCEALED ° [� , °"0r' ®CO SMOKE/CARBON MONOXIDE DETECTOR (120VAC) - 1 ------------ TF€LEPHONEtRMINATION 0 RD (OR SYSTEMS TERMINAL BOARD AS NOTED). FIRE ! C HEAT DETECTOR - THERMAL DETECTOR. CEILING SURFACE MOUNTED. Mp DETECTOR (W - WIDE ANGLE N - NARROW ANGLE). PROVIDE MINIMUM ., „--- - 3/4"C. TO CEILING SPACE, U.O.N. ° ANSD PAINT TOTMATCH Y A b, WITH 2HICOAT CK x 8-0 HEIGHT x WIDTH AS SHOWN ON G----- -a - --- --- _.. / -- - - - --- - --- ---- _ ---- --- ----------------------- --- --- -------------------- - _... - - O S OF FIRE RETARDANT PAINT. ----TAMPER DETECTOR/SWITCH --- - t ...... ---- ------ ----- . . ----- --- ---------{ O SECURITY SIREN. PROVIDE NINIMUM 3 4"C. TO CEILING SPACE U.O.N. ! o T TFELEVISION OUTLET, FLUS MOUNT, STUB INTO CEILING SPACE WITH 3/4"C. COORDINATE ---------- / W E (A UGH IN --- (Q TAMPER DETECTOR/SWITCH AT POST INDICATOR VNLVE _----_ - ____ ___ __-_- ____- �_--__- YPIV _. �- ---_.- ____ ___-- INSTALLATION INSTRUCTIONS. 0-,o ' CT ROUGH LOCATI TH ARCHITECT AND TV I ❑ DURESS BUTTON. PROVIDE- MINIMUM 3/4 C. TO DURESS ALARM JUNCTION BOX, U.O.N. ° C TFELEVISION 0 --- ---- ---- ----- p R FLOW DETECTOR/SWITCH �j LET, F S ING MOUNTED OUTLET BOX, STUB INTO ACCESSIBLE CfEILING SPACE 3/4"". IL ° LU --- I- �--- --- - -- ---- -_ ---- - ---- - - - -- _ ------- j Oi LEVEL DETECTOR/SWITCH MT MANTRAP DOOR CONTROL [PANEL n,° TVTC Tt€LEVISION TERMINAL CA NET _ ----------- ------ - --- -_ --- --- n ---- - „ -- -- - - MICROPHONE FLUSH MOUNIED IN WALL WITH 3/4 CONDUIT TO NEAREST 10 FEET. U.O.N. - - ---- -- -- - - ----- ----- -------- -----_ -------- ----- PRESSURE DETECTOR/SWITCH 4 - c,0 FT-VE-C-1 T EQUIPMENT CABINET n ---- -- ---- - -- -- ------ - --- -- -- MICROPHONE FLUSH MOUNDED IN CEILING WITH 3/4" CONDUIT TO NEAREST IDF. U.O.N. --- - ` - -- COORDINATE PRIOR TO R0141GH-IN. F€LEVISION • -OUTPUT CONTROL RELAY--- -- --a -------- - ---- o �TV\ ---- RACEWAY, 3/ INIMUM. ° R COORDINATE PRIOR TO ROUGH-IN. T€LEVISION R AH SQCP SECURITY CONTROL PANEL- n,o -F-'-- - - --- - •R OUTPUT CONTROL RELAY "AIR HANDLING CONTROL"' 0 s P�CESSIBpE SSS LOUD S EA ER. FLUSH IN CEILING. PROVIDE MINIMUM 3/4"C. TO � - -- - - - ---- -- -- ° I 1 SQTC SECURITY TERMINAL CABINET n,o - W�BLIC ADDRESS I- OAIM ADDRESSABLE INPUT MONITOR MODULE ! 0 P rt R FLUSH IN WALL PROVIDE MINIMUM 3 4"C TO -- ......... -----------L- ----- � ---------. - - _._._.. -- ------------------ --- ': SEA �E / ° n SS LOUD --- SQ ---- Y ACCESSIBLEEILING SPACE ; OAOM ADDRESSABLE OUTPUT MODULE RELAY �' SECURITY SYSTEM RACEW#Y WITH WIRING AS REQUIRED o --- ----- — -- --------------- ---�- -- -- ----- ---- - ----- ---- 4 P, - -- OBLIC ADDRESS LOUD S EA 'ER. SURFACE ON WALL. PROVIDE MINIMUM 3/4"C. TO ° ---------------------- ---- A FILING SPAC OAOM ADDRESSABLE OUTPUT MODULE/RELAY "ELEVATOR �'HASE 1 RECALL INDICATOR" - r-- +---- -_ - - - j CESSIBLE SS LOUD S A a ----- - -- --- S P tUBLIC ADDRESS ER - SURFACE EXTERIOR ON WALL o . OAOM ADDRESSABLE OUTPUT MODULE/RELAY "ELEVATOR [PRIMARY RECALL" -------------- TILE --- - - ,. O ADDRESSABLE ---- ❑ REAKERACAN .- FOR AUDIO SY TEM MOUNTED IN CEILING, UNLESS OTHERWISE NOTED S / 1 FURNISHED B CITY'S A/V SYSTEM VENDOR, INSTALLED BY DIVISION 16. ° AOM E OUTPUT MODULE/RELAY ELEVATOR SECONDARY RECALL" -- Sims Wilkerson Cartier O. - --- -- - -------------- ------------- ---- - SSE SQ)UND SYSTEM E Engineering, Inc. ❑ M QUIPMEN R CK _. - AIM ADDRESSABLE INPUT MONITOR MODULE ELEVATOR CONTROL POWER MONITOR" � S 1 SOUND SYSTEM- -- -- -- - - -�" --i--- M RACEWAY, 3 4" MINIMUM, AND CABLE. �° 121 200 24 High Tech Avenue Suite Orlando,Florida 32817 --- - — _ (407)380-0400 FAX (407)380-5900 Ft. OAOM ADDRESSABLE OUTPUT MODULE/RELAY "ELEVATOR SHUNT" – CERT.OFAUTH.N0.6106 AOM -- -- AH Q V CONTROL OUTLET, FLUSH MOUNTED, STUB INTO CEILING SPACE WITH 3/4"C. b,o O GARY A WII KERSON,P.E.43167 ------- - ---- __ ____ __________ —- — -- ——-- O KYLE J.CARTIER,P.E.53269 �LUME � OAOM � ADDRESSABLE OUTPUT MODULE/RELAY "AIR HANDLING" ' Mi M INTT ! y - ERCOM/VIDO MASTER T TION, FLUSH MOUNTED STUB INTO CEILING SPACE W/3/4"C. - - ---- ----- ---- -.... _-- _... --- ------. b,° - D HOWARD J.PAIGE,P.E.48198 OAOM ADDRESSABLE OUTPUT MODULE/RELAY "CARD ACCESS OVERRIDE" '. 0 JEFF A.KIItKMAN,P.E.65629 KH �vS INITTERCOM/VIDEO SUB-ST I FLUSH MOUNTED STUB INTO CEILING SPACE W/3/4"C. b,o Z - - --.- AIM ADDRESSABLE INPUT MODULE KITCHEN HOOD MONIfiLORING -- 10050 �__ --------- _ (CPS INI POWER SUPPLY n,o -.- --.. ELECTRO-MAGNETIC DOOR HOLDER IC ----- - -- 4ERCOM SY$TEM RACEW Y, ; /4" MINIMUM, WITH CABLE o IN� _____ ___ _ �, - Atlantic LB FIRE DEPARTMENT LOCK BOX (KNOX BOX), WEATHER-PROOF. LOCATE PER AHJ. T ---_ - FS AOM - - D40R BELL CHIME WITH L W WOLTAGE TRANSFORMER. ( ) ADDRESSABLE OUTPUT MODULE RELAY FOR FIRES -- -____�__ / / h490KE DAMPER r- --}-- � - - ---- Seach - --- -- -------- ------- ---- • SH BUTTON. b - - -- -------- - r�1 ❑ _DQ�bR BELL PW v J M� D(AOM) ADDRESSABLE OUTPUT MODULE/RELAY FOR MOTORISED DAMPER - Police ---------------— i- - ------------- ---- - — - —— - �_ -- FACP FIRE ALARM CONTROL PANEL n SYMBOL MDOL IGEN NOTE O ------------ I-- - ------------ -------------------------- ---- - -- Department -- - - - --- -- ---I ---- -n-- - 1. THE COLOR U FAA FIRE ALARM ANNUNCIATOR STAINLESS SQ)EEALL DEVICES SHALL E ,ELECTED BY THE ARCHITECT. COVER PLATES SHALL BE #302 SMOOTH --- -------t- SS OTHERWI E NOTED. ------ -------------- - - ------------ n _ - -- FF-TT-C-1 FIRE ALARM TERMINAL CABINET 2. SCREENED ELf£CTRICAL ITEM DENOTE EXISTING. City Of -;- --- - ----- - L�-- 3. "R BY DEVIL DENOTES,EXISTING T B � REMOVED COMPLETELY. Q FAPS FIRE ALARM REMOTE POWER SUPPLY n 4. "H" BY DEVIL DENOTES',DEVICE TO E OUNTED HORIZONTALLY. 1tlantlC Beach --- ------- --:-__ 5. ALL DIMENSIgNS INDICAT D ARE TO E iBOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THE EVAC VOICE EVACUATION PANEL DIMENSIONS WISED UNLES INDICATED 0 ERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS 4 BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED ChematlC ------------ Z_ n AND I N THE MIC REMOTE MIC FOR VOICE EVACUATION SYSTEM OTHERWISE. �PE MIOUNTIf�G HEIGHTS HH L COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE D -- CONTROL PANEL, AS NOTED. n EXACT HEIGH AND LOCATION OF AL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALL DOCUMENTS AND 0 (Design I.Ej ARCHITECTURAL S U TURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, - - - -- -- --- - - -- n MILLWORK,SE -- C. PRIOR 0 ROUGH-I ADJUST TO MEET ALL REQUIREMENTS. 6. ALL SYMBOLS; INDICATED IN THIS LEG N ; MAY NOT BE USED ON THE PLANS. M ,chitect hereby e e resem j FIRE/ SMOKE DAMPER (DAMPER FURNISHED BY DIV 15, POWER AND FIRE ALARM W Air y � ssly �- 7. ALL WIRING DEVICES SHALL BE PROVI E ! WITH A R AIL GROUNDING TERMINAL SCREW. --- CONTROL PROVIDED BY DIV 16). - 8. SEE SPECIFICATIONS FOR'; ADDITIONAL RE UIREMENTS. c�xm'>on law copyrght and - pproperty r>�-lts n these dawings. 9. U.O.N. = UNLESS OTHERWISE NOTED. -� shall dt�awi'�gs not be reproc 10. A.H.J. AUTjl1{ORITY HAVING JURISDI I written P and CC 11. A.F.F. = ABOWE FINISHED FLOOR the archtect, nor are they t. 12. PLEASE NOTE.; ALL SYMBOLS MAY N E USED IN THIS PROJECT. 13. REFER TO SEtCURITY SYSifEMS PLANS A SPECS. FOR DOOR CONTROL AND CAMERA LOCATIONS AND W to any party without REQUIREMENT,+• i o1btaft written pemission and ca 14. ELECTRICAL ftNTRACTORi TO PROVIDEPULL STRINGS IN ALL CONDUIT(S). I L� • revis= REMARKS - - - --- --_-._ O a. MOUNTED 16"' ABOVE FINISHED FLOOR T THE BOTTOM. j b. MOUNTED 44"' ABOVE FIN�SHED FLOG T THE BOTTOM. c. MOUNTED 50"' ABOVE FINISHED FLOG T I THE BOTTOM. O d. OUTLET BOX tHALL BE SIZED PERS T M INSTALLERS REQUIREMENTS. e. SUPPORT OUTtLET BOX FROM STRUCT RE NTH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25" Z SQUARE INCHES SHALL BSE SUPPORTE TH (2) 3/8" ALL THREADS MINIMUM. f. JUNCTION/OUNLET BOX SHALL BE SIZ D AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. • sheet title g. THREADED CD'NDUIT HUB$ SHALL BE IZ b AND CONFIGURED AS REQUIRED FOR APPLICATION. Ir- h. LEGEND - EXTERIOR PROVIDE KIND�ORF MOUNTING RACK F EE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR ,�` EXTERIOR APfRLICATIONS. T ELECTRICAL i. WHEN SURFA(OE JUNCTION BOX SYMB L I COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE 0 PLATE FOR OIUTLET APPLICATION. j. MAINTAIN WORKING CLEARANCES IN S I lT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (LE A CHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH-IN TO MAINTAIN CLEARANCES. � � SCC�� � �� k. "NL" INDICATtS FIXTURE CONNECTED HAD OF ALL SWITCHES FOR 24 HOUR NIGHTLIGHT OPERATION. W I. MOUNTED 80"' ABOVE FINISHED FLOOR T BOTTOM. r^ - C*Cwn �C m. ALL STROBES; `SHALL BE ADJUSTABLE 1N NSITY TYPE SET AT 75cd UNLESS OTHERWISE NOTED. v, n. MOUNTED 72"' ABOVE FINISHED FLOOR T i THE BOTTOM. ^^ checked SWC o. EMPTY CONDU,JIT W/ PULLSTRING ONO EQUIPMENT AND WIRING BY OWNERS VENDOR. C>pprOVeC� SWC -- - --- _ --- cbte, DATE proiect no. 821-09 O sheet E-0.02 'fri i.:o 1 3 4 5 6 7 8 9 10 11 12 13 14 15 ATLANTIC BF-ACH P01 GF= STATION LIGHTING FIXTURE SCi� OENERALEDULE ELECTRICAL NOTES TYPE QTY MANUFACTURER CATALOG NUMBERDESCRIPTION VOLTS MOUNTING REMARKS J LAMPS BALLAST/ INP . FOR A lantic Beach Police Department DATE: 6/1/2011 Qty Type TRANSFORMER WA S 1 A 120V,20A CIRCUIT HOMERUNS OVER 50FT.SHALL BE #10 CU.MINIMUM, A 6"x 48" RECESSED GRID MOUNTED-HIGH EFFICIENCYUI JLESS NOTED OTHERWISE Al DAYFSRITE 6STG128-4-D-UNV-1/1-EB FLUORESCENT LUMINAIRE. FULLY ENCLOSED OPTICA'LL 1 (1) F28T5 3500K RECESSED 1ST &2ND FLOORS CHAMBER. 2) A 120V,20A CIRCUIT HOMERUNS OVE2150FT.SHALL BE #8 CU. MINIMUM, 6"x 48" RECESSED GRID MOUNTED-HIGH EFFICIENCY ui jLEss NOTED OTHERWISE A1E DAYFBRITE 6STG 1 28-4-D-U NV-1/1-E B-E M FLUORESCENT LUMINAIRE. FULLY ENCLOSED OPTICAtL 1 (1) F28T5 3500K RECESSED 1ST &2ND FLOORS 3) plhygTEp�c,�LOCP,TIONOFLIGHTING FIxTURESINMECFi.ROOMS/ PA S s cEs eG� CHAMBER WITH EMERGENCY BATTERY. DUCTWORK INSTALLER PRIOR TO ROUGKIN. LOCATE BELOW DUCTWORK - - - 6"x 48" RECESSED GRID MOUNTED-HIGH EFFICIENCY w A1D DAY�RITE 6STG128 4 D UNV-1/1-EB-DIM FLUORESCENT (8 AFF MINIMUMI)CENTERED IN ROOM AS MUCH AS IBL LUMINAIRE WITH DIMMING BALLAST. 1 (1) F28T5 3500K RECESSED 1ST &2ND FLOORS M) POSSIBLE FULLY ENCLOSED OPTICAL CHAMBER • (C� 6"x48" RECESSED GRID MOUNTED-HIGH EFFICIENCY 4) COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH A ITECTURALDRAWINGS,APPROVEDSHOPDRAW►NGSANDMILLWORKINSTALLER A1DE DAYI�RITE 6STG128-4-D-UNV-1/1-EB-DIM FLUORESCENT LUMINAIRE WITH DIMMING BALLAST. O � FULLY ENCLOSED OPTICAL CHAMBER WITH EMERGEN61Y 1 (1) F28T5 3500K RECESSED 1ST &2ND FLOORS PF jORTO ROUGH IN. �O BATTERY. 5) V IFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL RECESSED PERIMETER FLUORESCENT WALL WASH IN'TALLER PRIOR TO ROUGH-IN. B Ate,* aid PbMW A2 PMC SLC-D-FL-lT5HO-X'-MWA-WHT-UNV `'YSTEM-CONTINOUS WALL TO WALL DIMENSIONS-FIELD 1 (1) F54T5H 3500K SURFACE RESTROOMS ISK ReeVlea V. FAIR MEASURED CONFIRMED WITH FACTORY SHOP DRAWINGS 6) R ;E2TOARCHITECTURALREFLECT DCEILINGPLANSFOREXACTLOCATIONS Kevh AIA, DAMP RATED RCrt�L O ALL LIGHT FD(TURES. lcn A Reeves, AIA, RECESSED PERIMETER FLUORESCENT WALL WASH 333 N Watirie6 A va A2E PMC SLC-D-FL-1T5H0-X'-MWA-WHT-UNV YSTEM-CONTINOUSWALLTOWALLDIMENSIONS-FIELD 1 ! 7) A EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRINGS IN THEM. �Pak ROItld4am MEASURED CONFIRMED WITH FACTORY SHOP DRAWIN(§S (1) F54T5H 3500K SURFACE RESTROOMS DAMP RATED-EMERGENCY8 A 1400 LUMEN B (�NPIJTE�RE�ff'TACLECIRCUfI-S SHALL BE BATTERY PA ) PROVIDED CIS DEDICATED In ftlee NE LFIML FOR EACH PHA SE CONDUCTOR. A3 ELLIPTIPAR F305-1T55-S-00-V-00-0 EXTRUDED ALUMINUM ASYMETRIC ADJUSTABLE COVE 1 (1) F54T5H 3500K SURFACE DISPATCH LIGHTING SYSTEM WITH DIMMING BALLAST 9) NATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT,(I.E A4 DAY RITE T232-UNV-1/2-EB 4' SURFACE MOUNTED FLUORESCENT STRIP 2 2 F32T8 3500K SURFACE MOUNTING PER CONDITIONSTORS, HVAC, KITCHEN EQUIPMENT,SPECIAL I'URPOSEOUTLEfS,ELEVATORS,OWNER Na OX-ft-n1 A4E DAYf RITE T232-UNV-1/2-EB-E5 4' SURFACE MOUNTED FLUORESCENT STRIP WITH 2 (2) F32T8 3500K SURFACE MOUNTING PER CONDITIONS F NISHEDEQUIPMENTETC.)WmIAPPROVEDEQUIPMENITSHOPDRAWINGSAND EMERGENCY BATTERY O ER REPRESENTATIVES PRIOR TOORDERING P ANELBOAR DS BREAKERS SHALL BE C A5 DAYE�,RITE T232-UNV-1/2-EB/CG-4 4' SURFACE MOUNTED FLUORESCENT STRIP W/GUARD) 2 (2) F32T8 3500KSURFACE MOUNTING PER CONDITIONS S PER THE NEC,THE EQUIPMENT NAME PLATEAND MANUFACTURERS RWOMMENDATIONS. A5E DAY%RITE T232-UNV-1/2-EB-E5/CG-4 4' SURFACE MOUNTED FLUORESCENT STRIP WITH 2 (2) F32T8 3500K SURFACE MOUNTING PER CONDITIONS EMERGENCY BATTERY PACK W/GUARD 10) A 'DIMMEDCIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH B2 ALKCO ARTS-11-40-120-PRL LED 11" UNDERCABINET LIGHT WITH WIRING g (6) 1W LED SURFACE DIR IMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. FLUORESCENT COMPARTMENTS AND JUMPER CABLES DIA IMER BALLASTS SHALL BE PROVIDED WITH AN ADDITIONAL DEDICATED CONDUCTOR B4 DAYWRITE TDWAE254T5HO-UNV-1/4-EB B' FLUORESCENT, FIBERGLASS ENCLOSED/GASKETED' 4 (4) F54T5HO 3500K SURFACE SALLY PORT (3 RES TOTAL). HOUSING, WET LOCATION 11) TH USEOF ANY PROCESS INVOLVING ASBESTOS OR PCB,AND THE INSTALLATION OF B4E DAYEITE TDWAE254T5H0-UNV-1/4-EB-EMG 4' FLUORESCENT, FIBERGLASS ENCLOSED/GASKETED 4 (4) F54T5HO 3500K SURFACE SALLY PORT A PRODUCT, INSULATION,COMPOUND OFMATERIAL CONTAINING OR HOUSING WITH EMERGENCY BATTERY, WET LOCATIONI IN( RPORATINGASBESTOS OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS 65 DAYB ITE OWN232-UNV-1/2-EB SURFACE MOUNTED WRAP 2 2 F32T8 3500K SURFACE STORAGE COMM ROOM S FK'ATION FORA COMPLEfEAND PROPERLY OPERATING ELECTRICAL SYSTEM B5E DAY ITE OWN232-UNV-1/2-EB-E5 SURFACE MOUNTED WRAP WITH EMERGENCY 2 2 F32T8 3500KSURFACE STORAGE COMM ROOM S LLBEIVIETWfTIiOUTTHE USE OFASBESTOS ORPCB. D B7 ALS DLC3-1-04-1-(VLTG)-E-0 WALL MOUNTED DIRECT/INDIRECT 1 (1) F54T5HO 3500K WALL 2ND FLOOR CORRIDOR 12) THEIPOWERCOMPANYSHALLBECONTACT®WITHIN 10 DAYS OF THEAWARD OF THE CO OPACT BY THECONTRACTOR TO VERIFY THEACTUAL AVAILABLE SHORT CIRCUIT 137E ALS DLC3-1-04-1-(VLTG)-E-B 'WALL MOUNTED DIRECT/INDIRECT WITH EMERGENCY 1 (1) F54T5HO 3500K WALL 2ND FLOOR CORRIDOR FA TCURRElNT(sCC)AT THE TRANSFORMBRSECONDARY BUSHINGS. THE B7- 7408-H01-Q-N-4-1-1-E-W-DAYLIGHT WALL MOUNTED DIRECT/INDIRECT WITH DAYLIGHT CO ` CTORSHALLPROVIDEELECTRICALDISTRIBUTIONANDUTILIZATION ALT LEDAJLITE RESPONSE 1 (1) F54T5HO 3500K WALL 2ND FLOOR CORRIDOR RESPONSE SYSTEM EQI APM34TAND PANELBOARDS WHICH HAVEAICNMTHSTAND RATINGS GREATER THAN WALUCEILING MOUNTED VANDAL RESISTANT jAVAILABLE SSC ATEACH POINT INTHE ELECTRICALSYSTEM. 21 B11E MORS ITE LPL-2048-R-3-T5H(VLTG)1S-F1_ FLUORESCENT EXTRUDED BODY WITH CAST ENDS, 3 (3) F54T5HO 3500K CEILING SECURITY EMG1-UNV-(VLTG) 13) THE EXISTING FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OF THE POLYCARBONATE LENS SUITABLE FOR HOSEDOWN UI ING AND SITE AFFECTED BYTHIS wr)RKBEFORE suBMm1NGPROPOSALS,SO AS FLUORESCENT DIRECT/INDIRECT WITH MESO OPTIC CONFERENCE ROOM & O C-CDAAEFAMILIAR WITH THE IXISTINGCONDITIONS AND DIFFICULTIES THAT WILL w "" C2 LEDAILITE 7606-HO2-Q-N-XX'-1-(VLTG)-E-W DOWNLIGHT DIFFUSER, AIRCRAFT CABLE HUNG, BEVELED 2 (2) F54T5HO 3500K PENDANT CORRIDORS F IXECUTIONOFTHE WORK. SUBMISSION OFA PROPOSAL WILL BE CONSTRUED AS SIDES AND FLAT BOTTOM PROVIDE RUN LENGTHS EVII FLUORESCENT DIRECT/INDIRECT WITH MESO OPTIC CONFERENCE ROOM & ETHATSUCHEXAMINATIONFASBEENMADEANDLATERCLAIMSFORLABOR, Sims Wilkerson Cts] Mt OWENT OR MATERIALS REQUIRED B6CAUSEOF DIFFICULTIES ENCOUNTERED WILL C2E LEDA,LITE 7606-H02-Q-N-XX'-5-(VLTG)-E-W DOWNLIGHT DIFFUSER, AIRCRAFT CABLE HUNG, BEVELEiD 2 CORRIDORS E Engineering, Inc. SIDES AND FLAT BOTTOM WITH AND WITHOUT (2) F54T5HO 3500K PENDANT BE PROVIDE RUN LENGTHS & RECOGNIZED. 12124 High Tech Avenue-Suite.2 EMERGENCY BATTERIES. EMERGENCY QUANTITIES Orlando,Florida 32817 14) CTOR SHALL INCLUDE IN HIS BID THE TRA NSPORTAND DISPOSAL OR (407)380-0400FAX (407)380-5900FI. D1 BETA ESA-ADR-6-28-25-35K -WF-(VLTG)- 6" RECESSED LED DOWNLIGHT 28 (28) LED RECESSED CONFERENCE ROOM YCLINGOFALLWASTEMATERIALSGENERA TED BYTHIS PROJECT INACCORDANCEMT 4 I C T.OFAUTH.N0.6106 525-35K 6"COMPACT FLUORESCENT RECESSED DOWNLIGHT ALL RULES, REGULATIONS AND GUIDE!INES APPLICABLE o GARY A.WILKERSON,P.E.4316 O KYLE J.CARTIER,P.E.53269 D2 OMEG,q S626/32/42PLTU-T6WH 1 (1)32 PLT RECESSED RESTROOMS 0HOWARDJ.PAIGE,P.E.48198 WITH WHITE REFLECTOR 6" COMPACT FLUORESCENT RECESSED DOWNLIGHT A) CONTRACTOR SHALL COMPLY FULLY WITH FLORIDA STATUTE 403.7186 0 JEFF A.KIRKMAN,P.E.65629 D2E OMEGA S626/32/42PLTIEU-T6WH-IE WITH WHITE REFLECTOR AND EMERGENCY 1 (1)32 PLT RECESSED RESTROOMS REGARIDING MERCURY CONTAININGDEV ICES ANDLAMPS. Z D2L OMEGA10050 OM6LED-39-VLTG- 6" LED RECESSED DOWNLIGHT WITH WHITE REFLECTOF$ 16 (16) LED RECESSED RESTROOMS B) LAMPS, BA LLA STS ANDOTHER MATERIALSSHA LLBETRA NSPORTEDANDDISPOSED 0 R6LED35KMDWHFF OF IN AC OORDANCEWITH ALL DEP AND EPA GUIDELINES. D4 BETA ESA-ADR-8-42- -WF-(VLTG)- 8" LED RECESSED DOWNLIGHT 42 (42) LED 3500K RECESSED STAIR & LOBBY 525-35K25-35K ) THE CONTRACTOR SHALL PROVIDE WRITTEN CEFMFICATION THAT ALL MATERIALS D4W BETA ESA-ADR-8-42-C-WD-W-WF-(VLTG)- 8" LED RECESSED DOWNLIGHT 42 (42) LED 3500K RECESSED EXTERIOR CANOPY WHERE RECYCLED OR DISPOSED OF PROPERLY PER Atlantic 525-35K-WL D D4- OMEGA OM6-21 -P-TR-WH-LP930- 15) O ALL FLUORESCENT LUMINARIES THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN Beach ALT 277V 6 RECESSED DOWNLIGHT WITH WHITE REFLECTOR 1 (1)210T9CMH 277 RECESSED STAIR & LOBBY STS THAT CAN BE SERV ICED IN PLACE SHALL HA V E A DISCONNECTING MEANS LOW PROFILE, THERMOPLASTIC LED EXIT SIGN WITH REQ3TF IIRINTERNALLY OR EXTERNALLY PER NEC.410.73(G). DISCONNECTING MEANS SHALL uJ E1 BEGH,fELLI VA4R-SA LETTERS, SINGLE/DOUBLE WITH CANOPY, CEILING, WALLL LED SURFACE EXITSITANLUSLYDISCONNECTSOURCEOFSUPPLYTOALLCONDICTORSONTHE Police z._ OR END MOUNTED. I SIDE OF THE BA LLA ST, INCLUDING THE GROUNDED CONDUCTOR IF A PPLICA BLE EDGE-LIT LED EXIT SIGN WITH RED LETTERS, MIRRORECI� 0 Department E2 BEGHFELLI OL2-SA-LR-X-MCR SINGLE/DOUBLE FACE, RECESSED CEILING WALL ORE LED N[9 RECESSED EXITS PUBLIC AREA U MOUNTED. LIGHT FIXTURE SC EpULE REFERENCE NOTES. LIGHT FIXTURE GENERA NOTES- 1) PROVIDE LAMPS. 1) MR16 LAMPS SHALL BE G.E.CONSTANTCOLOR,NO EQUAL WILL BE ACCEPTED. Atlantic Beach 2) PROVIDE 2 LAMP 1400 LUMEN MINIMUM EMERGENCY BALLAST. 2) ALL HID BALLASTED FIXTURES SHALL BE FUSED WITH GLR FUSE/FUSE HOLDER. Beach 3) LOCATE ON WALIL PER ARCHITECT/OWNER PRIOR TO ROUGH IN. 3) ALL FLUORESCENT BALLASTS SHALL BE UNIVERSAL VOLTAGE TYPE. 4) MOUNT 6'AFF. 4) SUBSTITUTION MUST MEET OR EXCEED PROJECT REQUIREMENTS ESTABLISHED BY SPECIFIED Schematic 5) PROVIDE CHEVRONS AS SHOWN ON PLANS. DESIGN SELECTION AND ARE SUBJECT TO THE REQUIREMENTS OF SPECIFICATION SECTION 16013. Q 6) PROVIDE TRANSFzORMER AS REQUIRED. 5) LAMPS BASED ON SYLVANIA. Design 7) NUMBER OF HEAD PER PLANS. 6) MATCH BUILDING STANDARD. Q v 8) REFER TO ARCHITECTS DETAIL. 7) FLUORESCENT LAMPS SHALL BE MIN.82 CRI 9) REFER TO FLOORZ-PLANS FOR LENGTH SPECIFIED. 8)PROVIDE ADVANCE MARK 10 BALLASTS FOR ALL FIXTURES REQUIRING A DIMMING BALLAST. m Architect hereby eVe* restG'O<7YYbr1 ICIb1/ Copyright CI'1C 10)PROVIDE 1 LAMP 11400 LUMEN MINIMUM EMERGENCY BALLAST. 9)PROVIDE 750 LUMEN MINIMUM EMERGENCY BALLAST ON ALL COMPACT FLUORESCENTSproperty y rots ts n these ci-awkN DESIGNATED AS HAVING EMERGENCY BALLAST(s). 5 dawrigs SM not be rep ` wt Lout written porn kAon cr-d of the crchitect, nor cre they W =9gned to cnY PQtY with CL , obt written perrrtlssEor� crld • rem" 0 NEED FINAL APPROVAL OF LL_ LIGHT FIXTURE SCHEDULE. �— 0 Z • meet tine N EED EXTERIOR LIGHT FIXTUREI �— r GENERAL NOM SELECTION (POLES, WALLS, AND LIGHT FIXTI LANDSCAPE). O c SCHEDULE - ELECTRICAL I--. W As sHowN Cn dawn swc • checked swc • ggxoved swc W • C&s DATE C� • prc*& nla 821-09 0 . ,eel E-0.03 IF 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 GENERAL NOTES: v 1. REFER TO SYMBOL LEGENDS 0 N SHEETS E-0. 01 \ AN - D E 0.0 _ 2. I , I ,, , [ _. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A , -- - - - �i,�, `w�; 3. REFER TO PROJECT MANUAL. 1 ��, _ �,' -- - - ->>�, �I, " �/ 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON \ \ I �' ', , i v - ADDITIONAL REQUIREMENTS OF ,-. �; `�. EQU PMENT OSHOWN i ! ji<' ■ r., - ,��� , �/, 5. REFER TO ARCHITECTURAL ELEVATIONS FOR { G , __ , / \ EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, '� , ,. - - DEVICES, ETC. PRIOR TO COMMENCEMENT OF S�� �c. '' � l L , WORK AND CONSTRUCTION OF ALL TILT WALLS. O'CJ ` � v t / i _( -._ __ _ \, y `1 s \ \\`' , 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND • !. `l „ SHALL BE BURIED A MINIMUM OF 24" BENEATH , I ^�_ i �vlv���l �> - ,�, '' GRADE TO THE TOP, TYPICAL. B ArdtectS cr)d PIp' er �,� - S o \ / F r� Reeves V, F AlA is „ � �, v__ / i LL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, r r I evin Ratigan, A lA F. A E __ _ .yr DEVICES, RACEWAYS, SUPPORTS, ETC SHALL B _ Iz,j� e Al A - �� SS Icm A R eves STEE UMIN ,,, __ �� __ _;��.- - AL U C COATE RS ETC. PV D G , - - - ._, _... - - ; ' -- -- ---- - 32789 , �w ( 647 VO6 __ I �� ``� � �� �;�1 �� �er Pak. Ronda �. 1� K v vim, �V '/�j�� �5� I f1Cf StT2Et c Ft Myers Y l; / Fbnda 33901 1 /r, vv , �> 239-461-3944 ,i i (,� (� CIfI0f1 1I ° A / ) , 1 - -- - - �� AAAAAA�/� OTES ;, 1 - - - -- �� c>�, - - _- ._._ - „ __ -._. , \ \` � � • 1`RJ. 1177 —,-� ti'-' ,L'ry w v", MEASURE THE EXIS I ' �; ,� -< �� � REMOVE EXISTING LIGHT POLE T �- - -. v,�. ,f�� �- :,�, ;fit �; POLE BASE BOLT PATTERN AND SUBMIT TO NEW POLE v v SUPPLIER FOR MANUFACTURING TO MATCH EXISTING r -" __ ._I t, tit_� " 1d1 BOLT PATTERN. INSTALL NEW POLE ON EXISTING POLE r _ B x ,-i I ASE __- .._ -- I_.. T` \ / \ \ .� ��"" i.!_. _ / r / / \. i �, v�'_ �^ `U/. `� _ O2 PROVIDE (3) 24"X36"X24" ARMOR CAST PULL BOXES H, LOCATED 6'-0" FROM BUILDING. PROVIDE (2) 2" - F'' ) CONDUITS FROM EACH BOX INTO COMM RM 1-108. y - '� c , n 1i� �L v 1 J i ' 0 ) 2" CO p- \ j / \ i M1 \ , q 0 ' HE 2 �, �, / 3 PROVIDE (1 NDUIT FR M NEW PULLBOX TO , i \\\ \ PHONE CLOSET IN CITY HALL, THEN CONTINUE T __-_ - - - -r -r,'� �' CONDUIT TO THE CITY HALL CO ,,, _ _�1 -_ �� vv` MPUTER ROOM. I I vp � I ; 1 - - 1 ��_� ; 1i �- 1 ✓ ` _ D D TE WITH --- RMINATION POINT r <._ p CITY PRIOR TO ROUGH IN ---o k i 9 , -- - <. A / __ I :/h r., z ,., �I ��v �� �. ,� u f_ r, \ - - °I r_ Yy „ - . rTF 1 ., ... p, _ ' -_ - -- - - J -- - h. i ,.d �I p— h'. ,, { p Y i i i J f- ; i - , ._� til, 1 _ -- r" w.. A i, ., "- : _ ,. _. 1 C � -- - Sims Wilkerson Cartier - _ I I y - �.. �� �_� _- - =- — E - __ v \ - _ __ __ - \ ` \ Engineering, Inc. j , ; _, v , :-: i_, ,� 1212 uite.200 3 p-J I`' �� -,, Tech Avenue S _ y rr {_ - y �' - - - �G / v Orlan o , l:.`- , _"_ _�', ___ - --- , , y d ,Florida 32817 ' <. ` I A \ iin, �` (40380.0400 FAX (407)380-5900 FL. 1 r - / `, ; ` - -- - h \. ✓J CERT.OF AUTH.NO.6106 c _ =0.�,. 1 _ - - -- - o ,., - -o--- --o-- o / \ ,. 4-_ -__ __. - o a I <r __ _ p -.-_ _a_ -_. o / l \ ARY A.WQ.KERSON,P.E.43167 -- i, ._. __. ._,. _. .-, ----- ------ _. - - - ... -..--- - - 1 \ KYLE J.CAR P E - o ,.._. ,. -�.,, -,t- - i �- v A A 269 '�' � �`� '� \ �O TIER, 53 -7 � ,�, - � , I �� _ ��� � rs v �, A �� �HOWARD J.PAI(}E,P.E.48198 i , _ _ -, 0 JEFF A.KIRKMAN,P.E.65629 I _ \. - \\ ,. I t} -,=``.; :I ♦ . _ _r- >. ��I I i i I �I,') \� � ��� _ I \\v � \ - _ _ _. 1 - 7 as - _ `� .__....._ / .. - 9 9 - 1 " 10050 L" li Ear\/ I- \ i,,'I�'" i� 1 \I�,\ \ ` C � '\ \ : i i - > , TO - I - MAIN CIRCUIT _ . 4 "llif, I -- i C i _ f G.1 \ \ BREA KER IN -� lz I- `...,., ,a, -'-' - t f � d _ _.. ._- 1 C.) `1 �� a �,f1 r_ i EC t,yr�+. _. "�\' Fri ELECTRICAL ROOM ,/. __ _. , r H`J_`, - -- - -- -._, \v ,_ _ - - - , I as - -- - q r-,�_�� / 1 ' t i „ 1 .. _ _ „ each , , , T.- B I �- ,1� r� -' . . � "� � - � -� `\�` -- - � r' PROPOSED' �� ._1 - — - D��C ,. t__.. it - ---\- --- --- - - - _ 4 _-_ POWER POLE EXACT B J / - _--- - y B 1_: - r, __ 1 p -� E _ - 3 _ - - - T•ORI� . - ---- - - 4 = _ - - E --,- _- , y p + _, - DETERMINED I N TH _- _ �: =� _ t artment , ' , _, p i „ - — _- _ - - FIELD 1 - _ ��� � @ X �. --- j \ , v - - - - TI �.� �--- - _ -- - -- - - .. �- - - --- — -- '- - -. -- - .y ,, -- -- -- -- ?,\ �' y \,: __ _ 4 0 ,_ . v ' , �_ __ -- --- - r ...... ...... 1 1_ _ �. VV s 1 ,, _ I ,_- . is r-1 - II - .k .. , _._,- _ ._....._....--._ -- -�'. .� i , „ ,r _ y --- Beach - _ __ , - - _ _ / - �. I .: - > :i . , o' , I _. -- „ -- - - /� 1 i J -.. _ A f 1 J _ _ . _ -.- - _ �� r - �. � /'y n - i' _ �-- r �� ., i l i, r ':_.r_�.. 11 " l r --1 ..'�. i _ -r . .r / \j. ' � �'-'� ; , l d , 1 .. - / r,� / 1 • i ., _ --- ..r- :a r _ - ___ m t _,_ �. � r. 1 he a is __�__ :,,�.. v ; 'I Sic G LIGHT . , , ., .,,, -� , , <, , ,, -)' _ _ . - /0 p - . -- - . - z _r ,, X E TO BE _ - -. - ,, , a - ----- - _ ^.U �. r / I R VSD v ._ . _ _ -- -" 1/ \ / _ ,r - _ �-. ' A :: r — ,,.. _ , /_. �.- -- '�' -. _ - r see _, , s •._--,-_._,- ". r + .,_- 1 - -` \ /% J �i ,! ---- --. _ �T=rF= p'J?'f ;,,,..... ; L_ „1,>�-�-- I ,., - ! �"- �i. 4 L_ 11r 1 �-- m --- - L U c , L', i - { ) 4 ON WITH _ ' : r ... - - w I -- -:-- _ —-- - r -- - DUETS m expr es r::,, ---_., + 7. - ; PULLSTR D 42 ., - - — i FLAG POLE -- I a -- ---/ ,i� 1 Y�PYr t .. - '- - c C G� �t1RIE PREFF i A ER 10 + � MINIMUM FOR PRIMARY ;I l � / E Pik - , ' t -, _-- - - --- - LI ec resew - i - - _.- ; ;--- a -`., -I ,ice ; , I GHTS ; i I 7.r _ 1_— prc ty rights n these Ctawrlgs TF MOUNTED '' ' i ., _ ___ _ 0 _'_� j, SERVICE. CALL J.E.A. FOR, y= ✓r / L l r?r L , ',,.v [ L �„ I ; / i - (, ; dr shd not be r odu w_._ , - INSP TION EFO , %, , _ �,r - - ti � C B R COVERING. r TRAN �01ER r ,F ,, ! i , r ri l J ,. Y' / / , _ ,� II ! 1 1 ,( 1 (' / ..1 11 1 Gl I /�y��y/�\ /'yy� '-_ `�''_.. -_ ', t L � i I I Nglt�l 1 VLA I ��,. a t r ,�/ �.,,_ , i „ _. _ -_-_ , �t I I' - of the crd�itect, nor ore the to -I-°�! ' �' '� ti.> ___._1_ { __. ._ -- I w .�, €� _5 = I, ww.ww,w ', -�G.' 2G` witha�fi c i-- — �. >-' 4 Ii �,.i ----- �- - ---- ��* _____1__.�a - / .. 1 1 1; _.- i - __. -- , I - :-1'-j 'iw ! •sem —_i :_.. 'www" - %� I ' I 1 to , _ , - _.>- _ Wfltfen ,__._ I - -- '---- Cnlg mow■■.! I _ , - ■.■w.wwl A--- <a_ www _ L�'r■ // \/ r , .-.,o- rt. 1.....-- _-__- 1 .. 1 , x .._..- . �r"l ..._-- -- 'f-_..-_.___ 1 wwwl/wt - _-- �j // 1 f/3 1 --- j --. - - - �.. -_ - . _._..- ._ _ S2G3 i : 1 ,. PREFFERED LOCATiflfV I ...... :; I , ,...,■ 1� yy • revais ,r, i' _ v OF METER , - - S2G3 _�.,__ - `i / /,i" - „ �, - - _-__ ; - i , EMER - � - - -- ' l T. __ GENCY - - - _ _ _ - _�---. - .."y' S f , ✓ - - - _ -- _=-- - - r d f —; , 2G3 � - ;_ „ti �, ; SG4 _ w�..w, ,- r �_ N .... GENE i A.T i �: / �r i j _._..—. ,.,_.. -- .....�■ rtrl�' -'1�"L""R' I, ""�T ','_74!�"'! , 1 �`�. ALTERNATE L4AT10 _.._ _ - _ _ - _ _ i i' _ \ �/ ; . ,. i rw! ' j, / ,. . .-- _ - a ; 1.. arrr■ �i I �� I v 4 r-' 1 OF TRANSFORMER �,, /,,. 1 / \ / '�'*�*�- �\ ,. (� ; .; i ALTERNATE LOCATION / it i'; , ,r,I ;, ,y ` �' / , \. --- , - I OF METER v� , ;, � � I t �/ / / /--� -- _. I -- - _- '\ i '� '�I i ,^ I I -- - ;I \ ..! , / �, /yam. -- 1 __ -_ ,i( Iy' I , �'� I , .. 1 __ _. 1 -.-_ - ; I;' 1 .� }�. -. - - ` - / - \\ / — ,, - - 1 ;` - __- 1 �� A _ ,i [- ,\ __ �' I I i I V ; -. �; I ..._ - - Y i , - i' i L t C l -" - J e l __ y - I JI�c l tl l lc , I/1 .� , 1 1 '` ; __ __ ..___.. .- .. �y'- "V i� i /. \.. l __----_._-- -_- ---- __� .I `/" ''G.- �' t �f, ,. , , ; i �---, n EED _ 1 - r _ - — - - - - - 8 _v._ r. �,._ '� - - -- T` T _ - v -.-- t. - - - - - - � ftTtJ � , \ i CTI O .,r ( •` ■ i i _� , _ L ..ww... , i - ELECTRICA Mo.." �=� i � , -, � _ . � O ; ....■... I i — �.. V`' _ 1 _ -- i -. ,. i r - ��" 1 _ J \ -- _ �1 I .■..�.■. \ C: . I i i '/, �, II 1 y � ,r -.- V� -.-_._- .-_.. -_- , iw. �-.. ,r- �-- �� ! i , __ 1 _.__. - _ i ■, _ ' , _._ �`Y ---- 1 ! mow• i V� i' %�'� `r"� I i-� - l\ mow. i i� '- -- }- -___- J��..flGl '-C:, : it „ -- -- __. __ __ .r AS SHOWN ...+ I i ii, N I .._._ """IPIr ..L... 1 .. d 'j �'i -. j -- �; ....... a., - - - 1 ✓-c-v _:::-_ _:c:.__ -..._ ...,____.. ;;; err. ! ,! r 'i�� _ - I w�rw■ �I—� 1 � -.-.__. . :�_.... �_.-.t_ _._.-__--- Ci'?t_ f�; '�f _ _.__:_.__ 1 . - .ry/ _..__. .. - 1 i / / rr�w— .____.__.._-._._ _ ____ _-_ -_ �� r,r ,i I �K : y _- ._..-.__.i...-- _ ___ L., ' ____._ 1 i� J SWC - _ -- �� .� �� =�� SG4 A - \� � VVrll 7 - - - I i' ---�.....�_ - . ...,...... a- CIIeCIt2C� • SWC .......% I - - — ;` r I I i - -_.__. ; -�. ; r 1 ,1 �., 1 �� _ .� � - ; " � ■ /, , - � r,�� r� � ,�. 1 ;. F,_ •+ OVeCI SWC i I i r (z p✓ _ , i, �� r r �7 < /I ■; i - - -ti � V; . 1C1. ■ ,, MM e DArE _ C L.L.. _. r -' - .,. / r, 1 , 7x.1 I��y ti( _, _ - ,_ ./.ti 1'_,�<r _ ref^fir �• Q ...�` � "_ __J� (3 -, project no. 821-09 1 SITE PLAN — ELECT_ RICAL Q N t I M E L5 , - 20 GRAPHIC SCALE: 10,2' 401 80' M w Sheet E—1.00 a- Ax., ,. .. 4 5 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A� 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. G�S e 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, C DEVICES, ETC. PRIOR TO COMMENCEMENT OF S WORK PJ AND CONSTRUCTION TRUCTION OF ALL TILT WALLS. O 6. CONDUITS AND RACEWAYS ROUTEDN U DERGROUND SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. Ei1 Afd1 ISK Reeves 7. ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, V, FAUN Kevh Ali DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BElcn A Re6Vm AU MARINE GRADE AND BE MADE OF STAINLESS STEEL, ALUMINUM, PVC COATED GRS ETC. 333 14 Ava A E°8 a H J K 6'�`' , , REFERENCE NOTES AAOOO 'b" E-4.01 _ - CLOSET t .... = r I aG _ G u 7—WPc � � XTERIOR U r BREAK AREAELEC. #:Pt OPS EYID.ROOM STC* L _ V _ - -x WPB r- � I T 1-132 G x 1 CZLL - I _ _ q _, rWPG --- WPG - _ M Lam\ € i; ,, _ �.� , ,III t TACTICAL / BREAK „� I�, - r-® n3oVg a � t V 1-l30 rI / i 124 ,E - - - --- 6 , r -114 REFMECH.RM _ a --- _. ------------ PG i I, / / - - �� - 1 115 I -- �, 1 118 , e /; - IrT LUCKS LT. TVI ., E Ili + "; z, LOCKER �' SECURE +� ',WRQ - _ I 1-1 1-412 d, ;� `� ,;! I ,� i 123 I 112 1-129 1,1 g �; #� _i ' ..� JANITOR f� QG t 1=120@ SALLA - ! SECURE STOR �l 3 117 (,f . PORT \ - i� ,i V t >,- .. -„ --,-.. - - ' � � i _ ,._ �. _ :.. r, c.z- zr- rrr,1lyirz ' — 1135 :. �, , , .. � P --- *.,- :r_ r{rr-f ��nnrrr'r zzrl,>r. - --._ WRG ._� - -- 1 "134iN1ERYI1=lU, i � J. __._- '-- -___' _ � G 125, tj ✓... TOAST ��� 0a ' S1. i i �� Fr,�,, � � � � t-�; 1-11 I M IC / Ltvx - r E-4.01 I T �,. WOMEN - N T:- � ��PATRO = - SGT 1 G ME L I r i NUB WPG w ,. / r /.� _. ^ -'Clril- / JU�r;(` €MALE �. �_ > ;� i „ �_ G''_. r fi` COMM. ROOM. I I WPG _ ✓. ,_. .-- __,;, �- I' = , �, a r; s `'I ,: , .------- p! - CELL !' iI I/� '�'.'' tS , ,i' 1 _ - - .- 'i ----a �;%�i ;/ j s -J, \ 1-136 1-131 ✓ : .1 ,,>r.l �cac✓ r i� ,.._ _------- 1 108 Ca _ � !�.._ mss.--- ✓ - ".I - ------ --- - --- i -- :. ----« --- NEED ELEVATION AND '.�r�` __ - -- ------ � �• Sims Wilkerson E --. ..... --- CAB LIGHTS LAYOUT. - EQUIP P L Engineering, Im - H001 - ELEVATOR ,, 1z1zaHigh T�hAv�,e-s,�, ; .. - .r :! r-'`� DIw1PAtCN TV REFRIG Floridaz t f,J,•'T .. - 3 /_. - ,.. ... --_-- _._-__-_-_ / _lam-_ -- �1/ � I:I �` , � 11fLL�, O 7 QI MICRO 1 148 �"� (10) TV S (407)380-0400CERF UTH.N0FAX 86106 r- / (10) COMPUTERS i� 1-101 t - ". �� EV. '�. i O GARY A.WHXERSON,P.E.4 k �� 1 0 MONITORS ; _._..._ G -- G �. �/ gam . " I� _ �G 1 ;, /I �_.— �` x<. �, , � _�..li ' !/ t�% if e� `�:_� t>. !' / � -Y 1 1 OKYLE7.CARTIER,P.E.53269 � � �; `..:, / ,-. �.._"� ..m� 1- IC ,; ;, ,�._.�; � �: . - �` '�, TOASTER 6 _ F>� . /...- / / / A �__ ! eA� � O HOWARD J.PAIGE P.E.4819 3 / -- _.__ ,, oR�' - --tom` ----------- C3- 4 PRINTERS _...- .. --._.. _._-". t. f - r.` - �. -- - - it _ _. --- - ---- -- - -- - -- _> - - - -,I 1ND -, f � z �_yJEFFA.KIItKMAN,�P.E.6562. � � . TE50 t r ! � . %' . T� SHREDDER CORRIDOR 100 , R r / 8 /�/, ! ; VEST. ST '-/ j V Atlantic I �46 4 1 / HOOD ��,�� i .yj s. /' 1� i :'.slUNiib t r i 7; 1-142 Beach /o, . / Police Juv.FILE// CORD A _ r i -4-1 : Departmed A: �/ EW , i City of jf/ I / ca / > 2 Atlantic Beach .. - y Schematic hem /5r J 1� 15T � r f , C5 Design _ Ar hereby NEED VELI TION THAT THIS IS / / i f � / CtCN LLY � property rights n i�t�ese INTERNS WIRED FURNITURE ;/ ct ' shd not be 3 I wit outer written « of the ordYtect nor cre tf twrrtt / en _ a�t�g Q i f revhk)m F— z i i I • M 93e ft ,-: FIRST FLOOR I i FIRST FLOOR PLAN — POWER _ POWER -0" GRAPHIC SCALE: 4' 8' 16' 32' • sccia AS SI-DM LU CO • ckcm ti SWC III • checked swc • QoqoVed SWC • C�e, DATE • project M 821—C • **)et E-1.01 ALL EXTERIOR MOUNTED ELECTRICAL QUIP'. NT DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BE MARINE GRADE AND BE MADE OF' STAINLESS STEEL, ALUMINUM, PVC COATED GRS ETC. 1 3 4 5 3 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL - L NOTES ON SHEET E 0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. �j�Cj 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. PRIOR TO COMMENCEMENT OF CJ\C�� G• WORK AND CONSTRUCTION OF ALL TILT WALLS. PJ 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND SHALL BE BURIED A MINUMUM OF 24" BENEATH `J GRADE TO THE TOP, TYPICAL. g AKNech aid Pbmw MK Ream V, FALA Kevh RatlgC,T1, AIA kr, A Re6VM ALA 333 N WroMw Am Mer(40)�r Pak Roddy am 0 K REFERENCE NOTES: o o .... WE HWX*v Skeet O ��ENiNG o - E-4.-02- 5' 4Z , , �I _- ----- Omit -- -- BALK EV111=NGE -- _ -- — - - - -- - ST 1 ---- _=1 - - - - --. MECH. - - �,,; ..,. .F� ;, ; �j ,�`, -- -, �-- - - - .--- --- - - =- __ -- -- - M , -- - - w � �; I.T.ro� �, ELEC. ' 2-118 I , - - L _� �� r � . 1;4 � " TV ' CHI)=F a2-13SGT. ® : �{ _ '' is : .., .-.-- . -- r L• L._..�.-._L1:..._—_.—_ —_-...._ __... I � I{' �i�:w1 /i\1 —_-...�� ... _-- i; - , - 2 I NO 177 TV \1 ., . ._ ,. TV 04 II u C/VTV w - _- 123 �- - 2-t22 181Rp1 ! TV EVIL. ------ i3:' '" -rrlrrl rr-a7 kr_z w -' -- - — F2-106 E - n=a — _ TRA NIt�ICs u I WEAPON STOR �; � >� tI i' _ p - � HST 2-101, _ - _+;` - , 2-121 ' �t 'i � �-�' \'i { N„ � � rxa� I, }; �,� f ''. - ---' 2-120 r f BEAK 2-126aSTM n; #: , ,.a.; r� �y s, 2-Ill G + �� - ECt1RE -_ F?dJ,4 .. 11(t.j i EW 4 t / ✓ ~� LAB O 1'' - f CC)MM. 2-103 HOD � � ._ i.!, � -- ..' - ��� � V +J �� G , I _- 2-125 _ .. ; �d - ` TV , ROOM 2 ; -1 � �� � � � y - 106 .__.. .. r -E _.. ;:, 2-1102 ' , yl h� �, I TV -- --- _ 1 STAIR � ----_ - NEED F �� — URNITURE �. JAN. DROP - NO2 , I i, ApMIN.! L d 2-12� 2-132r�- -: CONNECTION INFORMATION f' 2 TV AS - -- ., *{ - - -- - T &;,1;6;5 „f 2-112 J ..� ' � Sims Wilkerson ate t ._.-a ! ! J -_--. + - -- // I �L�.' Ql ale. G �; f AIR E C -- - -- --- ---- -- -- " � -___-___ .__ z.__: -_I J __ ,._-_ IMAC :� _ // - Engineering, In • ._.__... —_... _ <x*GOR lAi.L �: -L -.- .. ' i NU.i ( � II. Ci ; --.-1 _ v�� _.,. - - — �_ W 12124 Hi CC?N�20L __...:_ �----_-- �. ._�r_ _.-:-..,_._ �..� � /�/ (NY)}ea'7; A1' � ;, High Tech Avenue-Suite.200 STOR - — _ i �� v T . f' A Qf Orlando,Florida 32817 - OR 2-i30 y [ �, yAi G v' 4 380-0400 FAX (407)380-5900 FL. /i -2: CERT.OF AU1Ti.N0.6106 2 � '! li ;` ij i'', ! ....-_-. "' '' " - �f EN �v �. ;� /J i.Yr JJ � K -- 1 -- _ I31 Jl A ,�\....1 -�� >�/ "�b _.. l; '`' E3 GARY A - 167 - --- i TIER P.E.32693 -__-- - _ = ❑HOW J �; _. __ ..__,, •• � =a -:y-. t t •• - .:.._ � ;: .:.— - - �---- --- _ -a — " -- =i' HOWARD PAIGE P.E.48198 — - P O JEFF A.KIItKMAN P.E.6 �.,._ My 1` ..., 5629 100 50 i� �( j 7 ` Atlantic 'f% OVERFL: 0 f OF 'C4 /v�-:, Lim i JT ., v Beach v � . . .Police : Department l� ORD � � � � amity of y % h ;Atlantic Beach i 1, = J i ,- / G \ 7 i / Schematic i ! / Design ,RAr<hitect hereby e resery rnon lawoopyW and property rights h these aw g, � t d not awF� be repro WIthaA F=1 �' i .4, • 111 len purl ssio 1 c d o /' F2 off the architect, nor are they 1 00 W(� W ds§g1ed to any perty without J �btcinng written pemrAm and « • reVM= LL- I` � JO / E1 • sheet title SECOND FLOOR O LAN POWER ' CU SECOND FLOOR PLAN POWER(EE-1 C �-- Sods As SHOVVN —, �. W CsRAPHIC SCALE: 4' S' 16' 32' '^ • ckcr Vf1'1 swc i VJ &0dced swc 'C'1�t goprovved swc W �* dater DATE I prde& na 821-09 O °C 0 sheet E-1.02 i IIti €; !, a VA t l h, ii! !11[]I • ,,...,_: .,w. ._ , , .: ... 1 3 4 5 6 7 g 9 10 11 12 13 14 15 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. ,k 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. PRIOR TO COMMENCEMENT OF WORK AND CONSTRUCTION OF ALL WALLS. Oe 6. CONDUITS AND RACEWAYS E S ROUTED UNDERGROUND (^'� SHALL BE BURIED A MINIMUM OF 24" BENEATH v GRADE TO THE TOP, TYPICAL. B Ardlltects and Plrnrlers 7. ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, LK. Reeves V, F.AIA, DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BE Kevin Ratigcri, AIA MARINE GRADE AND BE MADE OF STAINLESS l� A Peeves, AIA ! STEEL, ALUMINUM, PVC COATED GRS ETC. 333 N Knowles Ave. Wnter Pak Ronda 32789 8. THE CCTV, DOOR ACCESS AND PUBLIC ADDRESS (�� VO6 SYSTEMS RACEWAY DESIGN IS INTENDED TO SHOW 1518 Hendry Street j THE APPROXIMATE LOCATION AND ROUGH-IN Ft. Myer& Ronda 33901 I I REQUIREMENTS OF THE SYSTEMS. THE EXACT 239-461-3944 WALL/CEILING LOCATION SHALL BE COORDINATED c,«papte Reg&atlon WITH THE CCTV, DOOR ACCESS AND PUBLIC Na AACW1197 ADDRESS SYSTEMS SHOP DRAWINGS PRIOR TO WID3 CL081a ;>b4 THE START OF WALL ROUGH-IN. C > ,.:_ i 1-119 WP E7.06 � • -- - - -------------- , F1RE ! ",.; i u EX tER10R � -�� � - �� ----- ----- { f � .-a }��9�'�(y p�A ,an!�C' }x._._-7 ,.� .._. �.. .,'+F:, ,/ \.,:x.. .-____...._._- _-_ _VISGN//'\AI�G/i__.__. F� d! i ,7 f�rf pp+mp _.. ^.: ELEG i y :. _ _ - - -_ - REFERENCE NOTE 1 -- ! $1'C?R. R(_; I' i .y --------- ! i li iWP ! 1 PROVIDE ALUMINUM CABLE TRAY SYSTEM PER - ) ' � _-- 2, _ , ; Y- , •�; ' I, ._ f , L:._ y. i�:, !': I�!�.� � (��1 '� �7 � ~�� � SPECIFICATIONS. TRAY SHALL BE 6" HIGH BY 24„ ! ' RE Rh'I, - i a ! �c_ 's.__ .._:_ n: I, _ - _ J a xE.. J fiC TACTICAL _- a _-z - - .. -! ( l -- -- r ! g_ ..-FILE !�i' FILA : I ! >, Dc DC ! ;I IDE, DELIVERED IN 12 -0 SECTIONS WITH A MASS !_12 . . .... . - - - ` v....._.. i-130 a !I i '.2 b ' -_ ...s;,.._ ,.';' �T..`IIlT?l ( �GCR. ! r ,, 1 j ! ; cR DL DL E7 � -, -- - -I i-115 i>[::E1114,/)/ : I ' OF 152 LBS. \ ',. 9 BR _ I-IIS µ i ti ,Q, 4 I - z . ! 2 PROVIDE POWER FIRE ALARM AND RACEWAY 1 _ DC - __ LCK - - � ' � , -s ' ! ! CONNECTIONS TO DOOR ACCESS CONTROL SYSTEMS �/ OAH 5E �' l -- ( E '3'C. TO 2 INI"S S - , !1' Y' __' -F': I LOCKER AOM l $RIFF! - ! I; \` E7,07 QL- W D }-! _ 1 AS REQUIRED BY ACCESS CONTROL CONTRACTOR. LT C LET 9 I t ' �@ 1 1 1-123 i-lib StgR :l<—i 1-112 -110 __ - i� i COORDINATE EXACT ROUGH-IN LOCATIONS AND SALLY - �� i" E7.o --- 1-113 \' 1 t * / 7 OR1 \,_% 1-135 DC Y CONNECTION REQUIREMENTS WITH ACCESS CONTROL ," ` ✓� '---, �� �- ---fir' , t�._.�}�. �l _,il- f € TYP. ;� GLST SHOP DRAWINGS. . . E-! } �, � CR `, ALL LOW VOLTAGE SYSTEM RACEWAYS IN THE AREA DL - k _ M > \.._ E ROUTED COMPLETE FROM THE DEVICE 2 C. �r�/, ( '_ / �,; ,. i , OUTLETBOXTO ABOVE HARD CEILING THEN STUBBED BR --=- - _ ^e I is _ r it �, � �,^_ _ .w - 7 I O - _ - ---. .._ ..- .. i s _ TO DISPATCH , Dc DL t,. \ WOMEN -', MEN ,,r ! L - r = _ OUT TO CABLE TRAY IN CORRIDOR 1 148 AND BREAK 1 - : - �% RM 1 124, ..., ' � . ,� , ! i 1 y,l x, Y ,, � � _. .' TYP. „ 2 i DOOR _ � � ��t:r� JU ;> ; � �. °��; O . .,, -, ,.;, � ;S � ,do-;ul ,_, ! 1 E7b5 - _. DL a, �"' % xE ,__ - y. 4 VERIFY EXACT TERMINATION LOCATION IN DISPATCH CTRLJ �, ../'.� ,, , .; ....�.....z/. :^Fi - \ ,- C ^-- r`-;.....-,,� �!i �., ,'I Y dd <-,' O ...r3 _- -__-- .. --rt_ __ _.-. \. .0 . _ , ./ _=:-1 __ ,. „ , --- ,, ./' �; lr-Y. ai , 1, ;. °"•.. ,„Y"' W- r \ G.LL : DC , r! w f _. r : - !�, I- / ROOM WITH ARCHITECT PRIOR TO ROUGH-IN. ' GATE /. C - I p . 1-136 1..13 CR - - Y1,/ .: Tn _ - - - - - a i CTRL _ F - �:, I x:; C ,. _ ✓' { '', 1 -' -- - !I _ _ r._ _ _: - ...: -- -- - 5 12 X12 X4 J/B FOR FUTURE SALLY PORT LOW ------------ CR -- --- -- --- SI ♦ S : ;� 4 t- - X( I --- - OLIAG�CABLES E �;, =,- I]1S W1llC6I'SOII Cai'f' ._ .- a X( Engineering, Inc. E ♦ I i! _ ' .�. i '� DC t, � ..�� — 12124 High Tech Avenue Suite.2 ;r TO DISPATCH ES! ESR PH1 DL �� 1 AdM AIM AOM A �� ��., D(SP T � �� i ' ! Orlando,Florida 32817 _/; / a, ;il � W 2" E7.06 U T _ i iyl / R �I ----tY� \\ J 1 (ao�380 AXUT(407)380-5900 1i407N RO 90o Fl �— :, 0400 FAX 5 CR C t ,•";d C __"- i � � l , ,, x;; _. 'III /' i- - - - -- --- - -- DL _-_ _ - - � ,- CERT.OFA .610ti DL -� ! �r�. , AK RM. 1, . � : n ( ,,. (. ...` , M4 :4rrlc:.r'E5, .aP-> i1 i• _ ,/ \ .i �... - ,. ELEY.EQUP.!� -' ,,- I ;r �_. ':>r,_ I D GARY A.WII.KERSON,P.E.431( R . ,., 1101 \. � . � O KYLE J.CAR P.E.53269 _� I i': 1 I�! o . . ,, T� e / %�, O HOWARD J.PAIGE,P.E.48198 ' ---- --- TYP. 2 ARMORY - -E-- �, -- <__ - <' 1~ %_ ; .. �, � - _ - �--s � - --- 0 JEFF A.ICIRICMAN,P.E.65629 �r � 1 139 � . 1 � / 3, , ;,. :QTR.MASTER \ /" ,;` WP O ON PEDESTAL a ,, WP �e /� \ / / 10050 --_ i- ----�---� ) \ _ / / � f' HARD CEILING SS A CE � ��,� C _y. / � - WPC _._. �'!� � - ��� R PNL COORD s h; ()' 1) 1 1-146 ., Atlantic . 11 " � d E O6 Beach _ Ri RE -142 1 I i Valk /F Police F ' ` ! ;' RECO � � `` , � ��' � v � �� Z A A o�' ; ; ABOVE 0 Department r lk " NEED SOU N D P / UBLIC ADDRESS City Of DRAWINGS FOR POWER AND 0 h W,, RACEWAY COORDINATION THIS IS Atlantic Beach PRELIMINARY LAYOUT Schematic FRG i � �, � �1 Y /Y1 l Design /� L � i f _ i" ,' it TCR , 5 WID Arch tett hereby epressfy res GOrrY non / ! law t an CTf�E SA I ! / C �- ---- - - j l /, w / / property rK#'1tS h these dawn / drawngs shdI not be reE withaft written perrnWon and _ .. of the achttect, nor are the to any perm" assg'�ed party w'rft � obtchng written and , 6 ' L� • revisor I Q,V 1✓5 ,? Oven T ; !i J i LAl FIRST FLOOR PI MS r - SYSTEMS GRAPHIC SCALE: 4' 8' (b' 32' I r— scale. AS 9-DVM csravvrti swc checked. swc • cpproved swc 1.11 • date. DATE (� proiect no. 821-0c O • sheet E-1.11 --- I 1 2 ! 3 4 5 6 7 8 9 1D 11 12 13 14 15 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF `S EQUIPMENT SHOWN. kj 5. REFER TO ARCHITECTURAL ELEVATIONS FOR G EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. PRIOR TO COMMENCEMENT OF � WORK AND CONSTRUCTION OF ALL WALLS. Oe 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND V� SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. B Architects aid PIC1 iffs LSKIA 7. THE CCTV, DOOR ACCESS AND PUBLIC ADDRESS Ke Reeves V, , A SYSTEMS RACEWAY DESIGN IS INTENDED TO SHOW Kevin R Reeve , AIA. I� A. Reeves, AIA. THE APPROXIMATE LOCATION AND ROUGH-IN REQUIREMENTS OF THE SYSTEMS. THE EXACT 333 N. Knowles Ave. Pcrk WALL/CEILING LOCATION SHALL BE COORDINATEDFbncfa 32789 WITH THE CCTV, DOOR ACCESS AND PUBLIC (40n VO6 ADDRESS SYSTEMS SHOP DRAWINGS PRIOR TO 1518 y Street THE START OF WALL ROUGH-IN. Ft Myers ftdo 33901 i 239-461-3944 CaMate Regtrakn 1 Na AA000TW I I --- --. . -- ---- ----- REFERENCE NOTES: O1 PROVIDE ALUMINUM CABLE TRAY SYSTEM PER C I _ _ _- __ _- __ �..-, �- �;. _...... _- SPECIFICATIONS. TRAY SHALL BE 6" HIGH BY 24° - - - ------ -----._. -- ---------------- - - -- ---._ _. . --- --- .. --- -----------_... __-- - N S WI TH A M ASS - -- IVERED IN 12 0 SECTIO -. - - ---- -------- - ) - WIDE DEL T - r. - _ - - OF 152 LBS. #i TYP i �1LK 1~V gEN4E - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF `S EQUIPMENT SHOWN. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES DEVICES, ETC. PRIOR TO COMMENCEMENT OF WORK AND CONSTRUCTION OF ALL TILT WALLS. Oe 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND (^'� SHALL BE BURIED A MINUMUM OF 24" BENEATH v GRADE TO THE TOP, TYPICAL. B Archtects cnd PICfms 7. ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, LSK Reeves V, FAJA, DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BE Kevin Rat' , AIAIcr A. Reeves, A.I.A. MARINE GRADE AND f 333 N, Knowles Ave. Wer Park Ronda 32789 (40n 647--1706 1518Henstreet � ( Ft. Myer rda 33901 239-461-3944 1 _ I - r ENCS NOTES: �C °'ra' Na AAcooTgl --- -- CLOSET I C J I 1 GN SE 1 I ll� x _ I qC 5a i XTERtOR ` ' i ---� ! - -- A ELE Ip. ------ ------ - -------- I- 4E E4 --/ — - Aq - D4W! ` 22 112 � A ' t- -- / �.�� , 1-12rt E; ' ! ❑ v :;,_� - a l ' ' , I �5 I€i� A5 � ���-. �� �,t� � _� I - - '- �Czo - T A�. �• 4 __ �z - x k l -. E I'' _ < 9494 ._� -.,., . ,<. n _ __x... ., a I, 9. __ - YJR r C - /?.:. . �.YI I A � 1 �� !.. _r �.� .�__ >. „ ri3 - Al ! 1-I24 ---I ! A4 A4E l I �, a - E? rzrrr� MECN. -- ---�- L_- ,;_� OS ! ' �� , ODS 1 _ r � I I ; ! ,.. I . ,. �I 1-IIS ,1, OD � �_—. �I L j __ i 6' i- I .__i�A4 ' C, ,, ,• ,: A4 8.11E . --- I 1 Fi IO OS '� f, AlE O - i COCKER - - - E 7 P I 5 ., ,, QD L E_ I I ,, ' I i_}g , 1 'V ! --_"_ i : '� _ ` T - _ I _ - E ', _ it ___.1._._._ I;'I -) !�� ! �i D +�. '�, ,., B4E -� ,�_.. 1 I A _., ,_ ', , +, _ � - 1-!120 � S ! -�--- - -----;---l - -�D-� . Jr - - 1 JA�1�GfR f i ' � i i ! , ->'_, f _ 3 I -11� I! I , r - r _ SAL!"YI �1 1 ,--'�I �� � l �' :` ��++���� � ; � G. . I ` '� tsif � , I I � I I. � r 1 - OS -- - D D5E GL5? .. it r'' — I I X- - — - - -- - L , D� S QDSE I,, i . ;! OS I D5E� YEJT. -,! \ I ! B4E 64. - \ 1_ 64E 13S J, j OSh -- -- `a \ -- r ❑AIIE r AEI OS L... 1 f \ f :. MS '_S8� i AlA1' - 4E B4E % 11 E G A2 / A _ / \ / A2E i r 94999 - _, Q$ i- — : / I ✓ - B4E `Q, Y + SGT, 1 122 —: 121 4aUB >: e:., r - -- - ------------ 4e 1A2 - �� $ 9999994 Al E A2 .;, �. i ' - - i-11 A G Al I X � _� D5E - �,.; �. !' - Al �.� O \ r 35 ,. _ _ OS D5 ` . j , , _.. - - - �. 1- b _ T „� D5E ; , - 1 131 "..r. r D5E D5 �fN h - ❑ - - --_- „r A2 - __ — Tr --- - ---- -- r r - -- ,r,. . >, _ r - — ' -- - Sims Wilkerson Cartier pp E ,, A A3 A3 ; r;, r Al E Al I Al �1 D - _T - _ ! Engineering, Inc. x ( -�._._ Co"GE1 ��_ 1 _ J -- - -.__ _.__-_ - ___--- / -- 12124 Hl Tech Avenue-Suite.200 Orlando Florida; da 32817 - --- - __.. ,. s r , � 1-- ,',',, � a -+--.__ � 1yf (407)380-0400 FAX (40780-5900 FL. 1, iX / ',',; '�, '" ..� 4.. _____— -"t _—_ _ i - i _ _ D 4W D 4W — - _-. --- -- — - CE T.OF AUTH.NO.6106 D4W ( ; 7 w I f ;{ r �_....,. � ' , Ili: --�.._ / �"'.,,.,_: r 4 '"t?;�+:EL ha ��-E.� ( O O ! � " jl 1,, i 1 O i 1 p �_. `�' Y A4 A4 T - — w, O GARY A.W11MRSON,P.E.43167 7 _ _ I Y .. -- ff I. A4 3>� e r KYLE J.CAR � A4 _ / /I / r. TIER,P.E.53269 A4 1141 - - - - ai �` .J - ._ =� � y._. _ � I j`y�p +! �HOWARD J.PAIGE P.E.48198 i ---+ , . : - O JEFF A.KIRKMAN 629 -- 1 I "° w lJ 4A _ p y e�MAS i�R '�., i � r.. T,�. ,i / �` �,�, �/ � Y`� /�� / .' /-' / . !. - rI 10050 B � � i .4/ r f ,/ �� D4W r ,G 1, �.� ; E1 0 1 i / , D ,: 7 v r . / / Af'F bi '� /�`;C i i � l < j.{ � ; I I . , • DW i -� I///' Atlantic tic.� ;��,,�/ �., Y 9 r �( ,hs c � %i�_. i / 142 /A '. f _\ ` `r ,A Beach S f .� r r, D4 } i ,1 POMC � e AE ov� i A � '� � Department A � /j' City of Oi D4 / . _Atlantic Beach , l ..� Q O Z j fio�0�10Schematic _._ �, L � O I. a �.. � � l r 1 i i ; AI r ii I � Design i L: dewArditect hereby epressly reser) / _ i - r ' i I , 6"OrYY'TlOf1 Crld property rights n these atawFlgs, r' shall not be i reprc written and a w�vlthout perrr>isson F2 , C1 _. . ® architect nor are the W assigned to any party withou 6 (obtohhg written perntsion a ' and • rewslons _ ; O L.L_ t z E1 skeet title I r FI RST FLOOR PLS 1 FIRST FLOOR PLAN — LIGHTING T - LIGHTING E-1.21 1/8" = V-0" O , i Cx IC RAl'N SCALE: 4 8 I6 32 • SCCie. AS SHOWN W C�' CiWr1 SW C VJ �^ Checked SiNC IBJ r CiJpl'OVeC� SWC 1 • dates DATE ('3 • project no. 821-09 °C • sheet E-1.21 IL r , 1161 gYno-7�1@ - i dii 'f?¢llf9tl, aR ,d kmoi. 1 I ##(rhtl �'i I. {I l t"1 iC 'I Iwo£ _ — - c, 14 13 s . I 12 i10 4 3 5 6 ;i 8 ` 2 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF _kCJ EQUIPMENT SHOWN. .ke CoMrA ODIY1 5. REFER TO ARCHITECTURAL ELEVATIONS FOR _ .. ___--- --- ---- --- - -- ° _ _ _. _.v �� EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, �G•�(�� ETC. PRIOR TO COMMENCEMENT OF S DEVICES, PJ WORK AND CONSTRUCTION OF ALL TILT WALLS. O `�l SGC _ WAYS ROUTED UNDERGROUND - CONDUITS AND RACE SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. B Architects cr)d Rim-as ( e- S C�T lSK Reeves V, F AIA IP0 S Kevin RatOw, AIA. w- , Z-1 / 6 (-1 IanA. A. Reeves, AI 333 R Knowles Ave. Wnter Pcrk. Raids 32789 REFERENCE NOTES: -15-518�' iob i'-ier>cllry Street Ft. Myer& Ronda 33901 _. 239-461-3944 ' 1 1 j CorporateoWkaibn I _ _ Na AAco C OFENM; IN - — - — _ - - ---- - -- -------- --- _ _- - –' --- ._.. _ --- -- ---- - – –::_ – — -- - -- -- — - I - _ - — — - -- I I I I . j ! A4 -- - 00 " _ - +4GE — - ( ;: A4E �. �� I. B5 CN. - _ ��a aAl - - B5 '/ ._.._. �, i II a•, I ,..t t I. - ! _X' .! �}p k f _ 1- E'- I A42 .2-Ifd4 IMS �.v� �.; S , CHI EF ,,,� - #_ 65E B5 .,;crH_i. 1 B5 x ! _: !I GSE I �I 2) 113 I,; ) - A4 I A4 ;iii C 1 p - I OS - _ I ill AID A _- I 11�Li _ .Irl # , , _.I #-'.i ..'',L i... ,:,I ' \ �--*—� �4EI +1 ; D F AIDE , ' OS 4E -i __ __ lr rrru .ri ry L- _ .. \, `' 2-108 I' --.; ------- .. ._,— . . -'c � ii — . � _ I I�, AIDE �*1- p�,, l.' _ I f Y — --- —_:-- iP: - -- -- it — E - - ; ; i 1.�# ,I l";-. 01 f — II; 1--.-a----- ---- _-- --- - ^ L'{.--i I I I Al , ! K ; , , _- r L ... ;.,. A1. IN`c'''I 1 ;F, , r ..,. .� �, I; , STR ,r,l i�'II :'' ! 1 E- I 1 I';I Al 5To1 I - i� A1D ASD ,. } i �i1 .y -y'::� �OS h{I II/'.-- S e r a i ... I „ Al Al . os A 1 E -_ a - # - t A �. - - 3ra _ €1 § I I: - OS t / 2E : ! . IF D2 _.�_. f O B2 Al f L._-. __._ a - ' d I � £ �. ,� Dl ---; ;. ... -- ----------- ,---,-� - -- -- {{3 -mss._ , : ....__ 'y'-- I --. -. 7 ll, . ---• .----... �.:.$J 1 C... I i f - . –_ --_ :: i ,1 _I Y,.:� , // - e }.-. _ .I'.-:_ � � ', I � I I � � G i .. I 1 _, 1 r - - F II ', s Wilkerson Cart - -_- - t-Eu[1� _- � ----- --- �_--�- ---- �- , I : ,,, __ , Sim b-€ B7. A11 �t . r : 1 ,,Il 67 Al 0 _ . I - -- - — Engineering, Inc. ---- - _ - - - I'' - - .,__ -- € _ - - I �—�----T, I' ,1---,' � — !>� /�- ___ _—_ � , :" ,: : 1 1212x h Avenue-suite - _.i.. y _..L __.-- - I.,--...,_ ; ,. /,�: :IE. ow:a.i1 2.IR�.. , I. Ii gk --------- - -- -- ' , /� 32817 I �_.._ _ - - -- - --. i ��_ � � � _. o Florida �... �. ,_..�._..�.. a 6;, i / ...�..Y� —.__.__'—�..—�- .._-_ �: , 1 ;. � 1 L y :__7 I 'V ' F,_ ,..3 i, ':. !. I .1 is Orlando, .. --`-- ---— —'.--- 1. .. / , �.- - �._�_ -,_. _... ___ - ,� .. I � � L ___ ... - -" � I'' ' StA1R , -44� ' -- '� : 900 E x._. r -i �S h 380 0400 FAX 40 380 5 :„. r- , .4 :2> .< .::,.,, ::g 9�I,�15:.�.,L i'.S:iz:„ 1 L :. I� _.._ .---. ._..._ .___..----- „�. ,. L_. - _.:._ f _.e. , L —'- i I ,, RT.OFAUfH.NO.6L06 2 - --_ __ - ------ -- fi % tJ�a ATIbN CE 1 Y,,, - D5 D4 _;,. { f _ 2 _ C2 C I - P., -- - h, O O t O r -- ,- � 1 { I 1 I SII 1 --._ L �, �) � -, __.A7 I 1 ,r �,. Ems, �w _- D4W I I: : _: _� "I i I I ". ���>?. _�_—� �=—-� B 7 ! / v ��... � I - D GARY A.WILKERSON,P.E.431 ,.B _ 1 - IMt D1 -- - , ,. - y -_ .._ -_,. C2E ��- -- a A.. -- CARTIER, .E.53269 _D4E o xn,E r.c R, .,: v r:;. . HOWARD J.PAIGE,P.E.48198 L ,y - -- 69 I �_.: tom. ) �� A.KuuuvjAN P.E.65629 f.. O LEFFA r _I_ ipC�R / Q, ��� , s f , OS �:� ( 651 r_ 4- t B5 STr _ 617 - - - a 131 - B7 - �� B7i - w 1 - - r I _ f _ __ _ - ��. - b��� ; : I � -- �' � , .._._ - -------- �---�r-_ -_-- ---- _ � - =:.� = I ��_- _ _ _ 10050 O - -' -- I _ „. ----- ............... -- - Atlantic I --- --__.. .- ----------- .---__.— ._._._-__. p I 'J ---------- I _ \ J ` 1 i _ Beach 1\. r 10F Police i41 'v 1 , Depa rtment i r City of Atlantic Beach 0 15T F R. r ti Schematic �( Design Ard�itect hereby e�pressly i � carmon law oopyright 7( % rights n these property crrn _ (rawngs Ma not be :✓ / wffojt witten architect, nor are a of the F1 < F3to my party O � � . . en C F2 obtamg writt perrri&si�on O i C1 � 00 , 00 revisiais i i ' � deet title 00 SECOND FLC PLAN - LIGHT d0 I - scale As W ru c c�aw►� sw } SE:COND FLOOR PLAN - LIGHTING - checked swc GRAPHIC SCALE: 4' 8' 32' lb - �roveCl. SWc tr+ + • dare, DATE t no. 821- �✓ oiec 0 - sheet E-1.212 I , : 3 4 5 6 7 8 9 10 11 12 13 14 15 _ GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET - E 0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, I DEVICES, ETC. PRIOR TO COMMENCEMENT OF WORK AND CONSTRUCTION OF ALL TILT WALLS. QPJ 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. B Archtects and Planers 7. ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, tsK Reeves V, F.AIA. TYP. DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BE Kevin Ratigcn, AIA. MARINE GRADE AND BE MADE OF STAINLESS an A. Reeves, AIA. E-7.03 ( L# J r y STEEL, ALUMINUM, PVC COATED GRS ETC. 333 fel Knowles Ave. E ,$ (� @) H *� Writer Peak. Fbrda 32789 (41% 647-F06 _ _ _ ONSPOU T - —�- - - - s ti I 11518 Street 1 —� — — - — - � � 33901 (TYPICAL) N YRo� � � n� ��: � .�_ �� - i - -rt— - - � . Myer -�-r—- 239-461--3944 Caporate -, - --- - __ _- - -- -- - ---- -- -- --- ------------- - -� ------ REFERENCE NOT Na AAcoo` i °�' 51 L ._. - - - --- --- - -- - _ tit t - --- ----- ---- p - - - - ^v - r { , 11 I - E I l : f 01 t TUB r l : � , . � f , � , E ^ ; t . , : I f i F :: lt ul I � I I € tt � r E L, U Al 3p (� .QF t . I € E i r i i I Y I I a p , E a I I ! f O � AT t i I i �.� N f N t ! i ! I I I € t �, I i i, li I , t i� i l I ¢ ( f i @ E I I € € a t s l s I t to i d i it i I I 3 a I I 1 E 1 i i it E r. pp g{p F I i i I i $ i i E I i i I I I a E P f 3 1 E I i 1 � t I I i ! 3 Y Y i t i t i 3 I E i F t i i i t t i Y f ! I Ip I I I t i I 4 1 t ( i I t 8 i I i pEt � It S E i I 3 1 l i 6 I i i I t I I E 3 � F r I I t € i I I I r 3 1 r I a 3 i t i ! t E I I t I E E t # I E 9 i t I I t ! I i i i t i I I I I f I pI I 4 i E t f I t I t I I i I I I I i i t I R I i , I 1 ; : • rl , : t ; t 1 t I I 3 E E 1 I I it i I , I I € e I I i I t t t i r I E I I t i t I ! I t I � I , ! 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I i I f I I E , I I 9 I z 1 I fi I I I f d 3 t I I ! I r i i � t ,3 i I s I € i i 1 ' I s I € i r ; t : I I , t i it I l , 1 i f t I € I r I i t � i d E' 3 E I E I , p I t i ! E I , i ! t ! E i I t I p t I l i : I { I t ! I I , f i t I t I � i 1 ! E I ; I Y 3 I t t } P t j rr, � t �'I ; I t ¢ S ' IE is t E I , i 3 E r t I i 1 I i t I t 6 l C i � 3 i i i I 1= E E I I i { �� i I I , r ;, � t E , t I I i� € l 1 t t E � I I : . , I ti is ! . I . . . : I „ I l I I I t , t � t , t : i i t , 1 _ I i I I ! 11 q I i {{ f . - = la tl : s € � • i S r 1 E ; i t } ! I 1 ' l , 9 I 1 I I c ! i I s E� y t d f I E i 1 t �I- I 1 �_ I f I Il 3 I I � : I E t }—ffE--. — __ i t i I ! t 3 I � ; f Sim E i 5 x E E Wilk I E � e rson f a ��'� � i ! t I C artiE f r I E € 1 I i I i l� I 9 t t E I' t i t t I I t t i ii i i E i t I , . I E l I l ! I a t i ! I 1 Y 1 t E 4 =1 E I l I I I i I E ! t i I jj t Y I I I 1 s t ii ( I I . l I I Ei Engineering, I . 11 I € � I . I Iri c. i i € E l i ' I t •t • ^ , L. I . e i f �� 1., . E E ', a. EtF ! t , , t t`(E Y ,I E I . , 7 , ; :: i t , I E i I i 1 j3 { I , { 1 t : , � r t . . , . , , I , , , , t „ 1 I = r �„ f , „ 1 I F Orlando,t I i Florida 32817 = F � I t r I I ! € f : t i I I E E i I t P t i I P t f 1 i i 3 I EE 1 I l 1 S � f I (407)380-0400 3 € i II I t i IFAX 3ao t 1 { ',I3aas I IE � I I t i � � t � i t i 3 3 1 ! 3 t jj3 I ' t ' p tt l Y a t t , 4 i a k i t 1 i I I 1 i 1 Y ft i E 3 ! t i L�� R ; T.OF i I AUT'H. N0.6106 S 3 i i E t ; I I i I i f I I I i f i I s� tr ( i d 3 l t I j Elt r Et t 1 I I E t Il I , Dt l' i I i i I , : . I t t �I � {p E � � i 4 ! f i I � I � I l� € i t I E I � t I I p r s ',° i i l i ! I i s ( 3I p I € I ! l 9 t a !: I 'i I ` I I t : i. ! t tI i ', , � : I " ! � F I I E E A , I E , I � ----_ t GARY I L3 ` A. 3 I I� ` i VVILICERSON P E 4 € u I €I; 316 - � t a � t 7 t e E �� i t al: ,' i I i _ 11 t I . I-� I a I I t— � I ! ; I f , , . , 9 : i ° . ,_ _.-. :�I t LJ i i I { �r t ( t � � i cl 7 h f i l KYLE ! 1 t J.CARTIER,I : 1- P.E.I I ' I - - , : I 53269 ! t is R _ l : ti I € i I E :- S { � I 7, I -i-• i i E _-L E il' j a I I e� ! E O HOWARD t - i s € PAIGE,i - 7J. , P.E. 819 t ! t - i8 I �a I I i � I t EI� I _ , E , �� i . � p ! , it , : , f { t i E _� O JEFF E ! F A. t i E l i i o t I KIRICMAN P P.E.65629 t , t l t I � I s : 9 i" , I p zl ' i I € ; I ri it ^ r 4 1 [ i E c E !! i t I E I I t I i t ^ I ! E �� g t f E f EE ; t p = 3 9 � 1i I i II ; F 13 E I E Ei t- 3 �t t I t I i I o i t I i i ( 9 �1z03 . t , ii s s � I � t i•r E i I i I ! i I is iE I w, I i , , , , _ , t , 1 I I 00 t , , , l - l ! is i r � F �r i t I t i , i E I ! 'tl ; It '.. 1 t r ppfE{ is i f E X 4 i I t 1 t 3 O I I t { i E :�, �✓'7 V' J'f I : t 4 t I t t ! i i 1 : I 50 I ( - -- - - - -_ - ---- -- v� v J: v� v —.�✓ A� f f � Atlantic — — — .,� Beach t�_ti BRAN • 1 �✓ " v �✓ W �✓ �41`u'^d! Ji / (� �:. 1 ��. /- Police �.- A1 Al r ------ T. s�� 1 D artment � ' v.� AC�C �� t / �� _ TYf fCAL E-7.0341 I sP Y� A City of +VER. .rilaJ ROOT✓R i.N, Y' Atlantic Beach IBX/vF- .DRAT` , i —__.__.-� f�/ ;\:.`� \\✓ cn(' ".i. w \�-, ,✓ ,L�" �. i y,/ //f Z Schematic Design \ v �� .ao i Architect hereby expressly rese property rights n tthhe a dr yot whg and pct / awngs shd not be repr °witf but written perrrtsion crud cof the achitect, nor are they / tassig�ed to cn witho ^^W obtdmg written perrrson and c %( revisions I LL : E1 sheet tine T ROOF PLAN - r p ELECTRICAL c� • scCder As sHowN W i (f� (JrCW r swc 1 ROOF PLAN — ELECTRICAL • checked swc E-1.71 1/8" 1 —0 I • Oved swc GRAPHIC SCALE: 4' 8' I6' 32' � � I W • ciate, DATE V project n0. 821-09 09 °C • sheet E-1.71 � I _d� 1 il,Eal , . , I9�E e,` a �tB � III t,alF:1';Acl :8011% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF k EQUIPMENT SHOWN. G\S 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. PRIOR TO COMMENCEMENT OF rJ� WORK AND CONSTRUCTION OF ALL TILT WALLS. Oe 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. B Arditects cf1Cf PICfY1ers IS,K Reeves V, FAIA. Kevin Ratigan, AIA. Ian A. Reeves, AIA. 333 R Knowles Ave. Water Pak, Facto 32789 1706 REFERENCE NOTES: 15- �'rx 1518 street O ft. Myers 33901 239-461-3ate f29e4g4�r afion Na AAAACCOO 197 C I NEED VERIFICATION OF NEMA K p PLUG CONFIGURATION. k ✓/ ltd..:� � v I IT I r µ.Vi ------------ j ✓ 208V L14-1130 E Sims Wilkerson Cartie Engineering, Inc. v TTB1—�-�- ` Q O 12124 High Tech Avenue-Suite.201 Orlando,Florida 32817 \ (407)380-0400 FAX (407)380-5900 FL. n CERT.OF AUTH.NO.6106 O GARY A.WILKERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 I 0 HOWARD J.PAIGE,P.E.45198 j k 0 JEFF A.KIRKMAN,P.E.65629 X i �= 10050 ' O i Atlantic 2 ENLARGED FLOOR PLA — Co M. R00 1-108 E 4. 1 4 — 0 1 1' 0" a: Beach cr'Z- Police O Department U City of O Atlantic Beach O Z Schematic 0 Design A a_ m ArcWect hereby expressly res* corn rlon law copyright cm prMxty rights n these draMN drawiigs shd not be rep i y�. 1 f ix they L1 1 4 W m the arcfYtec y n party wrh + --- +-- obtd" written permission and cn d rev 1 --t--,--E: -- -- i�a�s i � r 5 i MDP O L 3 �1' --- �- -- J > sheet tf11e ' T ENLARGED PLA O ELECTRICAL 1 ENLARGED FLOOR PL N — E 'EC. ROOO 1-132 scale, As 940MW E-4.01 1/4" — V-0" • CN'aWrti SWC • Checked sWC qoproved SWC W • Cfate. DATE i (.� • project no. 821-09 O . sheet E-4.01 3 4 5 6 7 $ 19 10 11 12 13 14 15 i GENERAL NOTES: 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 i AND E-0.02. 2. REFER TO GENERAL NOTES ON SHEET E-0.03. A I 3. REFER TO PROJECT MANUAL. i i 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. 7\e 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF OUTLETS, LIGHT FIXTURES, �G DEVICES, ETC. PRIOR TO COMMENCEMENT OF WORK AND CONSTRUCTION OF ALL TILT WALLS. PJ C 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND (� SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. B Architects G1CI PIC7YlefS ISK Reeves V, F.AJA. Kevin Ratigan, AJ.A. Ian A. Reeves, ALA. 333 N Knowles Ave. Wer PQk. Ronda 32799 REFER (404 647-Vo6 REFERENCE NOTES: eet --—1 -� _ _ -` 0 .... Ft Myer 18 YRor d33901 - -� -- ---- ------ --- - - -.___ 1✓~ -- _ — _ _ 239-464-3944 _. - - --- Na ale R l&cfflm z ✓ - - = — _ t 41 f. T FRA IN Ill' I 3; ir 2 —10 2 - 109 Sims Wilkerson GI G \ E e son Cartier Engineering,�� Inc. IG 4 12124 High Tech Avenue-Suite.200 r )AIV Orlando,Florida 32817 (407)380.0400 FAX H.NO.6106 FL. � I CERT.OF AU1TI.N0.6106 G ►� 110 0 GARY A.WRXERSON,P.E.43167 AtI O KYLE J.CARTIER,P E.53269 / O HOWARD J.PAIGE,P.E.48198 ` I 0 JEFF A.KIRKMAN,P.E.65629 © y J#. - --a — 1 10050 O A) 3r� Al" t,� � ►ate- 5(Z Atlantic °C Keach cO Police 2 ENLARGED FLOOR PLAN — E.O.C. TRAINING ` � —10� & A : v 2-110 O department v f ROOM -�� 0 Ai*O ( � �' CA4iNe-r5 o _ _ _ City of - - T= Atlantic Beach ------- ---- ----------- UPS _ Schematic - 0 . gWPS DISC. S _ Design PS BYPASS; C NEED VERIFICATION OF NEMA IEC. SW. - -- - - � -----� PLUG CONFIGURATION. m Architect hereby e e reserve; PNL UPS1 _. cc rrrrlon lCrw copyright cnd c C 1= property rights n these drelwlr>8s, T --- --- drawngs shd not be reprod� 3 3,0 3 30 3 30 3 w xx t wntten and cor TTB2 r1r- �� WORKING CLEARANCE � � u- of the orchitect, nor cre they to W c geed to cny party 4tx& CL o&ci*Q written permssion and cora PER MANUFACTURER CI WillDL revisim -- qw;111111111111111' -- -- -- I_ � 30 }p _ _ _ SEGUIR �_ - ----- I LL 30 { (fom 12o0Z -lam i -- i COMM, I �� - 2 - 1st - - 9`` / 9'�i2 � O ( -- a ii - _ - --li - - --- . - . __ _ _- -� ___ __ _ E L E C • sheet title s� OO 2 - - T 2 101 — — 11 — -- ENLARGED PLANS 30 �..� - --- _ - ELECTRICAL EPS UPS B2A � OR, Ali .3o J4-N'r P �� � r O EP� HVAC (//�)//� _ _. _ � � i w '�■/�)� FAPS £� XC I FATC 30 _ - � - -- � s; i'� �- -- • SCCile� AS SHOWN + DC DL r _ �.. . - CR _ - _` - --Z-7 drawn I;l l' L �j,'/ L1 • C�QWI1i T I I � ? � -_ { • �' _ - � -. _ _ ,\ �-� ,� '; ! � SWC 1-3 i �c e swc - -� �� ch cked approved swc ENLARGED F — _ FLOOR PLAN I.T. SERVER ROOM �OO o,�lt� OM — � � __. � rel/ 2 105 & COMM. ROOM 2 1 15 } LU .► date. 1 ENLARGED FLOOR PLAN ELEC' DATE �0 1/4 = � -o" — ROOM 2-118 -4.0 1/4" = V-0" project no. 821-09 0 °C sheet E-4.02 g {{ m uI�{ ti: �1+ � �{I�t^ori ,=)i;�� Ik. aB� . ki: ik . -. I Ats. i 1 2 3 4 5 6 7 g i9 10 11 12 13 14 15 GENERAL NOTES PLAN REFERENCE NOTES 1 AND REFER TO O�YMBOL LEGENDS ON SHEETS E-0.01 OO VOLOTAGEASERVICEA PM, OF TRANSFORMER, PRIMARY O GENERATOR SHALL HAVE 8,000 GALLON SUB-BASE 17 gYBAUTHORIEL DTYGHAVINOGNJURISDiCTION NECTING NS AS REQUIRED 30 CONNECTGENERATOED ASDSEPARATEMPORARY TE YYGENERATOR DERIVED AC YHt�ALL BE MD AND METER FOR THIS MOUNTED FUEL TANK BY PHOENIX PRODUCTS MODEL %TEMS. A FACILITY WITH POWER - . F CO. PRIOR TO STARTING WORK GSEV' 8000 FUEL TANK SHALL BE DOUBLE WALL AND 2. REFER TO GENERAL NOTES ON SHEET E-0.03. ON SITE. UL142 LISTED "SPECIAL PURPOSE". THE TANK SHALL BE 18 CONNECT TO GENERATOR SHUT DOWN CIRCUIT. 31 PROVIDE KNOX BOX ADJACENT TO DISCONNECT LEAK TESTED ON SITE AND HAVE A COMPLETE REMOTE ENCLOSURE WITH DISCONNECT ENCLOSURE KAY INSIDE. 3. REFER TO PROJECT MANUAL. O2 PROVIDE MAIN BUILDING DISCONNECT SERVICE LEAK MONITORING SYSTEM INCLUDING INTERSTITIAL 19 LOCATE BUILDING DISCONNECT SWITCHES IN LOCKED ENTRANCE 120/208V;, 3PH, 800 AMPS, 65KAIC. SPACE: BETWEEN TANKS TO MEET EPA AND FIRE NEMA 3R HOFFMAN ENCLOSURE AT LOCATION DETERMINED BY AUTHORITY HAVING JURISDICTION. S 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON k PROVIDE WITH SHUNT TRIP. REFER TO X/EX.XX FOR DEPARTMENT REQUIREMENTS. PROVIDE FUEL TANK WITH SHEET 4 FOR ADDITION REQUIREMENTS F EE E 6 0 0 AL0 r SERVICE ENTRANCE �CJ— �}ROUNDING REQUIREMENTS. LOW /HIGH/HIGH- LEVEL MONITORING DEVICES. EQUIPMENT SHOWN. 0 NOT USED. Q FUEL TANK SHALL BE PROVIDED WITH PROPER �O G O3 PROVIDE 120/208V, 4-POLE 800 AMP 65KAIC ATS CONNECTIONS FOR SEPARATE FUEL PUMP. BASIS OF 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT PER SPECIFICATION SECTION 16496. DESIGN IS 9823K SERIES, MANUFACTURED BY GASBOY 21 NOT USED.. cJ� LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, (PROVIDED BY OTHERS). COORDINATE EXACT ,(� Oe ETC. PRIOR TO COMMENCEMENT OF WORK AND � NOT USED. O4 PROVIDE SURGE SUPPRESSION PER SPECIFICATION REQUIREMENTS AND CONNECTIONS WITH PHEONIX CONSTRUCTION OF ALL TILT WALLS. SECTION 16610. Gi\ PRODUCTS AND FUEL PUMP CONTRACTOR/VENDOR 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND PRIOR TO COMMENCEMENT OF WORK. REFER TO DETAIL 1 3 NOT USED.. O PROVIDE FUSED DISCONNECTING MEANS AS REQUIRED ON SHEET E-5.13 FOR ADDITIONAL INFORMATION. ,� B Arditects cnd PiC><Y12fs SHALL BE BURIED A MINIMUM OF 24" BENEATH 5 TO CONNECT SURGE SUPPRESSION TO THE LINE SIDE \'� GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL GRADE TO THE TOP, TYPICAL. OF EQUIPMENT. AND METAL WATER PIPE PER NEC 250.66. LSK. Reeves V, F.AIA. O PROVIDE 120/208V, 4-POLE, 800 AMP, 35K(WSR), MTS Kevin Ratigcn, A.A. 7. ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT, 6 PROVIDE 120 208V, PER SPECIFICATION 16496. NOT USED. DEVICES, RACEWAYS, SUPPORTS, ETC SHALL BE O / SPH, 250KW 312.5 KVA DIESEL \� Lal A Reeves, AIA. GENERATOR BY CATEfRPILLAR WITH 800 AMP CIRCUIT 10 PROVIDE SWITCHBOARD, 120 208V, 3PH, 4W, NEMA 3R, ,(�� 333 K Knowles Ave. MARINE GRADE AND BE MADE OF STAINLESS BREAKER PER SPECIFIICATION SECTION 16622. PROVIDE O / \'� FEEDER TO PORTABLE GENERATOR NOT IN CONTRACT.800 AMP CIRCUIT BREAKER FOR CONNECTION OF FEEDER SHALL BE PROVIDED AT THE TIME OF (40y�}� Pak �� 32789 STEEL, ALUMINUM, PVC COATED GRS ETC. GENERATOR WITH ACOEATION S REQUIRED FOR 7) 647-V06 PORTABLE GENERATOR TO MTS. PROVIDE PLUG-IN CONNECTION TO PORTABLE GENERATOR. 1518 Street MONITORING OF GENETRATOR AND FUEL STATUS BY RECEPTACLES AND LUGS FOR CONNECTION OF INCOMING Ft MyerFbrlda 33901 � 239-461-3944 BUILDING MANAGEMENT SYSTEM (BMS). COORDINATE FEEDER. \'�=/ NOT USED.. WITH DIVISION 15 CONTRACTOR. GENERATOR SHALL ! MEET OR EXCEED LATrEST EPA RATING AT TIME OF 11 PROVIDE A COMPLETE XXKVA UPS SYSTEM, TOSHIBA ,(�� BOND NEUTRAL TO THE EQUIPMENT GROUNDING BUSNa� ° INSTALLATION. REFER' TO DETAIL X ON SHEET E-X.XX MODEL_ XXXX. 120/208V, 3PH 3W INPUT AND 120/208V, WITH MAIN BONDING JUMPER. CONNECT NEUTRAL BUS FOR ADDITIONAL INFORMATION. 3PH, 4W OUTPUT WITH INTERNAL MAINTENANCE DIRECTLY TO THE RESPECTIVE GROUNDING ELECTRODE BY-PASS. CONDUCTOR. NEUTRAL SHALL ONLY BE CONNECTED TO C O7 ENCLOSURE SHALL BFF BY PHOENIX PRODUCTS AND BE THE GROUNDING ELECTRODE CONDUCTOR AT THE MCB, RATED FOR 150 MPH:. WIND LOAD AND BE SOUND 12 NOT USED. GENERATOR AND TEMP GEN BOX. ATTENUATED TO 30DE8A ® 1 METER. PROVIDE INTERNAL O EXHAUST SILENCER. DEFER TO DETAIL X ON SHEET 13 BOND SERVICE TO BUILDING STEEL, FOOTER STEEL. PROVIDE TWO SEPARATE GROUNDING ELECTRODE E-X.XX FOR ADDITIONAL INFORMATION. METAL. WATER PIPE, GROUND RING AND MADE �� SYSTEMS. BOND TO BUILDING STEEL, FOOTER STEEL, ELECTRODES PER NEC 250. METAL WATER PIPE AND GROUND RING AND IN LOCATIONS SEPARATED BY A MINIMUM OF 10 FEET. 14 PROVIDE CONCRETE METER POST PER POWER CO. STANDARDS. 15 PROVIDE 4" HIGH CONCRETE PAD. 16 PROVIDE "EPO" SHUT OFF FOR UPS. D i -.,t- -- --- - - ----- ---------- - - -- ATLANTIC BEACH POLICE DEPT. _ _ - -------- - _ _--- -------- -- - ------------_.____-- Sims Wilkerson Carne: PANEL FEEDER SCHEDULE E Engineering, Inc. I I I 12124 High Tech Avenue-Suite.200 JOB NUMBER: DATE: 06101/11 Orlando,Florida 32817 FEEDER CIRCUIT BREAKER FEEDER FEEDER ______.__-___,_- - M.I.S. WORK ' �_ ------- _� (4m)380-OMFAx tom>380-5900 FL. FEEDER -•�----- IT SERVER RM 2-105 ---------- ""-AREA X-XXX I - ------ -t-- MECH/ELE 2 118 ------ CERT.OF AM.NO.6106 FEEDING AMP SIZE VOLTS PHASE CAPACITY VOLT DROP PARTLI—E7 PHASE NEUTRAL GROUND ISOLATED COPPER/ CONDUIT % RUNS WIRE WIRE WIRE GROUND ALUMINUM SIZE I I 0 GARY A.WI KERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 I 0 JEFF A.KIRK-MAN,P.E.65629 I I I I I I Z 1 O 10050 EPO I I — � U O LIGHTING PNL Atlantic UPS1 RELAY SPD PANEL RP-2 ! SPD SPD Beach cn Police 110A I 150A 250A 250A SPD i Z ® L2 P2 M2 O Department I I U I 2nd I - -- 1-- ----- ----,_ _ .--- ---- ----- - -- 2nd FLOOR I I FLOOR-------------- ------------. .-------------- -- --- ---- ----- -------- ---------- � City of O Atlantic Beach I I V I I I 17 18 Schematic 19 Q Design J 17 L1 I I Architect hereby expressly nese 17 31 I I common law t cnd I -r- - - - ---------- ELEC. RM 1-132 -- - --- {---------- -------- ------ wtytS C�aM?lg - - t n these r KNOX S ES EP01 dawngs shd not be reps I 16 17 wit oit written permission and of the achitect, nor ae the W assigned to cry+ paty wrttx obtaining written pemtsion and I I I I I I I • revLim 2 28 O O 30 6 7 1000A MCB 1000A ATS LIGHTING RELAY 40OKW MDP L1 PANEL RP-1 Pi M1 GENERATOR' L.�. 1 14 1000A 1 METER 208V/3PH JEA O SPD XFMR OOOA SPD ` ' 5 5 SPD SPD SPD • deet T_ O O 1000A POWER RISER O CTD FUEL TA►�NK SPD 1st 1st 4 DIAGRAM GRADE FLOOR - - - --- - -- ---- -- --- -- O -- ---- FLOOR GRADE ELECTRICAL 1-1/2"c. W/ �- • scale, AS SHOWN CTRL WIRING • drCrvvr>, SWC i CU Cu 13 29 #1/0 13 29 #1/o OOOO checked swc x • ved swc EX.XX qDpro EX.XX • date DATE •V o' t no. 821-09 tt ee�� project i� O I I . sheet E-5.01 I I i 12 3 4 5 6 7 8 9 10 11 12 1 14 15 A i S •SPG �t B Architects cnd Planers LOX Reeves V, FAIA. Kevn Rc tigcn, AIA. k n A. Reeves, AJ.A. GENERAL NOTES 333 Iq Knowles Ave. FIRE SUPPRESSION I Wer Pak Parb W89 i i 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND (407)647-706 i --a E-0.02. 1518Street SMOKE DETECT®RS Ft. Myer 33901 FIRE/ SMOKE DAMPER I 2. REFER TO GENERAL NOTES ON SHEET E-0.03. 239-461-3944 i VISUAL DEVICE(`S i TUCT SMO E DETECTOR(S)( ) ) i 3. REFER TO PROJECT MANUAL. �, AA� °� CARD ACCESS I 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET C AUDIO/VISUAL �EVICE(S) i E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT i CA i SHOWN. AOM AOM AOM 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT PULLSTFp,TION(S) LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. AH AH AOM AOM F —� i PRIOR TO COMMENCEMENT OF WORK AND CONSTRUCTION OF ALL TILT WALLS. 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE TO THE TOP, TYPICAL. I i FATC D FAPS (2-106) I I SUPERVISED 24VDC FROM ELEVATOR ELEVATOR PI ELEVATOR FIRE ALARM SYSTEM MACHINE RM. HOISTWAY FIRE ALARM RISER DIAGRAM NOTES FIRE ALARM SYST F (IIIF REQUIRED _?nd FLOOR i —t— 1. PROVIDE SURGE SUPPRESSION TO 120V A/C AND ALL SIGNALING NE CIS CUIT F BY FIRELOW GE PROTECTION �'�, ( THE BUOILDAING( CIRCUITS LEAVING AND/OR ENTERING RED HANDLE C B F F I I l SPRINKLER I i / HEAD i 2. FIELD VERIFY EXACT LOCATION OF FIRE PROTECTION WITH BREAKER LOCK LOCATION— — ) BACKFLOW PREVENTOR AND/OR POST INDICATOR ELECTRICAL PANEL I CONTROL CKT, 120V SMOKE DEBT©OILS) VALVE. REFER TO CIVIL PLAN. Sims Wilkerson Cartier E Engineering,Inc. �I IF F F i AUDIO i 3. PROVIDE 2 DEDICATED TELEPHONE LINES FOR OFF-SITE 12124 High Tech Avenue-Suite.200 L —F F F FIRE ALARM SYSTEM MONITORING OF FIRE ALARM SYSTEM. COORDINATE Orlando,Florida 32g17 TAMPER SWITCH 407)380-0400 FAX (407)380.5900 FL. ELECTRICAL PANEL L — — +- SIGNALING LINE CIRCUIT I AOM WITH TELEPHONE COMPANY PRIOR TO CROSS ( CERT.OFAUTIi.NO.6106 — — — I I I I i i CONNECTION OF TELEPHONE LINES AT TELEPHONE ° ° — — — — — — — — — — — i DUCT SMOKE DETECTOR(S) FLOW SWITCH COMPANY DEMARKATION POINT. PROVIDE SURGE o GARY A.w1LKERsox,P.E.a3167 - --- ------ I z CARD ACCESS I SUPPRESSION RJ 31 X OUTLETS. 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P E.48198 ELEVATOR CIRCUIT i E i �_ i E i li li o JEFF A.KIRKMAN,P.E.65629 BREAKER WITH 120V I I i C O i MM �_CM i O C , I 1 1 1 i 0 i 4. ALL CABLES BELOW GRADE LEVEL SHALL BE RATED SHUNT TRIP COIL. — 10050 — J l i L i , L i t i CA CA VISUAL DEVICES; FOR WET LOCATION USE. Z N _ _- — — — — — — - AOM AOM 5. SECONDARY POWER SUPPLY CAPACITY SHALL BE 24L 0 i AH AH i HOURS, STAND-BY WITH 5 MINUTES OF ALARM. I-- TO ADDITIONAL ELEVA OR SHi NTI TRIP 24VDC CONTROL RELAY WITH N.O. AOM AOM AUDIO/VISUAL DFEVICE(S) BATTERY BACK-UP SHALL NOT BE LOADED MORE ' MACHINE f OM'; SPST CONTACT TO PROVIDE CONTACT ADDRESSABLE FIRE ALARM V Atlantic BRK S FOR SAM11E I TO TTB _ ( THAN 80�. CLOSURE TO ELEVATOR SHUTDOWN HEAT DETECTOR MOUNT 120VAC CONTROL RELAY WIT N.C. ! CONTROL CIRCUIT. WITHIN 2 FEET OF 6. NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE ac beach SPST RELAY TO PROVILDE CONTACT' SPRINKLER HEAD. FIRE LOADED MORE THAN 80% OF ITS LISTED OUTPUT. ''^^ TO ONITO NG, ALARM SYSTEM HEAT PROVIDE AUTO PUIILLSTATIONj(S) SHALL BE NO V, CLOSURE/SIGNAL INPUTDIALER � C}-� 7. VOLTAGE DROP ON ALL CIRCUITS Police PANEL UPON LOSS OF ELEVATOR END OF LINE DEVICE WITH RESISTOR DETECTOR SHALL HAVE A NEW i GREATER THEN 15%. SHUTDOWN CONTROL CIRCUIT POWE AND BLOCKING DIODE LOW TEMPERATURE RATING i FACP/EVAC OF 135'F, TYPICAL. KNOX BOX Z (RELAY SHOWN ENERGIIZED) ADDRESSABLE FIRE ALARM CONTROL/SIGNAL LB (1-108) 8 PROUIND BUS DH EQUIPMENT PANEL 0 Department MODULE FOR ACTIVATION OF ELEVATOR I WITH REMOJTE EVAC j I G U NEMA-1 ENCLOSURE WITH RE UIRE SHUNT TRIP BREAKER. RELAY, MONITOR MODI�iLE AN � B.F.P. FAA FAA MICROPHONE AND � TERMINAL. i CONTROL CONTROL MODULE FOR ELEVATOR ADDRESSABLE FIRE ALARM SPD 9. REFER TO FLOOR PLANS AND SITE PLANS FOR ACTUAL City Of SHUTDOWN CIRCUITS. IVOUNT WITHINMONITOR MODULE FOR 3 FEET OF DISCONNECTING D VICE. SUPERVISION OF ELEVATOR FIRE ALARM DEVICE LOCATION AND QUANTITY. 0 Atlantic Beach i SURGE PROTECTION DEVI_ ' ISE, TYPICAL SHUTDOWN CONTROL POWER i 10. FIRE ALARM SYSTEM SHALL BE INSTALLED IN CONDUIT. PER NFPA-72. END OF LINE DEVICE WITH RESISTOR 1st FLOOR 11. PROVIDE FAPS's AS REQUIRED. Z Schematic 0 [design NOTES: Q... PROVIDE AND INSTALL ADDITIONAL HEAT DETECTORS AS REQUIRED M grdhifiect hereby expressly reserve TO MATCH FIRE PROP" CTION SPRINKLER HEAD COVERAGE. corrrnon law copyright and c praperty riots n these drawings. T WN CONTROL WIRING WITH drawings shd not be reprod� BATOR SHUTDO E CC lT , G y�ir,out written perrrisson and c« 2 A FESSABLE FIRE ALARM SYSTEM DEVICES 1 FIRE ALARM RISER DIAGRAM of the architect, nor 0-e they tc E5.02 TYPICAL FOR EACH ELEVATOR MACHINE ROOM E5.02 NOT TO SCALE W armed to any party wittxo«F NOT 0 SCALE cbtomg written perrr>isson and con revisk ns O U. O Z • teet tHie T_ .r- RISER DIAGRAMS - T' SYSTEMS O to I— + Scde, As SHOWN W co drama swc checked swc • approved swc W date, DATE project no. 821-09 0 sheet E-5.02 I 1 2 3 4 5 6 ;► 8 10 11 12 13 14 15 A GENERAL NOTES Ns eP 1. REFER TO SYMBOL LEGENDS ON SHEETS E-0.01 AND CJ E-0.02. & 2. REFER TO GENERAL NOTES ON SHEET E-0.03. Q/S\ %A& O � 3. REFER TO PROJECT MANUAL. 4. REFER TO EQUIPMENT FEEDER SCHEDULES ON SHEET g AfC1ff2CtS Cf1CJ PIC><YlefS E-6.04 FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT SHOWN. ISK. Reeves V, FAIR. Kevh Ratigan, AIA. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT Ian A. Reeves, AIA. LOCATION OF OUTLETS, LIGHT FIXTURES, DEVICES, ETC. 333 N Knowles Ave. PRIOR TO COMMENCEMENT OF WORK AND Water Pak Roridca 32789 CONSTRUCTION OF ALL TILT WALLS. (407) 647-VO6 1518Street 6. CONDUITS AND RACEWAYS ROUTED UNDERGROUND Ft. Myer 33901 SHALL BE BURIED A MINUMUM OF 24" BENEATH GRADE 239-461-3944 TO THE TOP, TYPICAL. CaporCatOeO&M-10-1 HEX NOTES C O FIRE RATED PLYWOOD BACKBOARD, 3/4" THICK, 8'-0" HIGH BY WIDTH AS SHOWN ON FLOOR PLAN. ® 9 7 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9 8 WALL MOUNT CABINET, CHARTS WORTH MODEL THIN LINE II (26"x36"x12"). ROOF O PROVIDE GROUNDING BUSHING AND CONNECTION TO f SYSTEMS GROUND BUS. USE #6 GROUND WIRE 4 5 6 MINIMUM (TYPICAL). p ..,,. ---- ---- ---- -- ---- ATLANTIC BEACH POLICE DEPT. - -- - - _ - I O4 COORDINATE ROOF PENETRATION WITH ROOFING - - CONTRACTOR. O5 COORDINATE EXACT LOCATION AND CONDUIT N IT SERVER ROOM 2-105 •-�-• COMM2os 2 ' MOUNTING WITH ARCHITECT AND STRUCTURAL I ENGINEER PRIOR TO ROUGH-IN. xl I I 6 CONTRACTOR SHALL PROVIDE AND INSTALL WEATHER I I HEAD. I O7 PROVIDE 2-1/2" CONDUIT FOR ANTENNA FEED TO ,. u u u u 3 I DISPATCH. ' TTB2B ' TrB2A O8 PROVIDE 2" CONDUIT FOR ANTENNA FEED TO' Sims Wilkerson Cartier I HONOR GUARD. E Engineering, Inc. i O O 20 12124 High Tech Avenue-Suite.200 I 20 Sh O (2) 2"C Orlando,Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT.OF AUTH.NO.6106 10 PULL BOX REFER TO SITE PLAN. E3 GARY A.„ D KYLE J.CARTIER,P.E.' 3167 53 69 22 -G r-i n G n n n n n n n-•---03 11 (1) 2"C. 0 HOWARD J.PAIGE,P.E.48198 0 JEFF A.KIRK AAN,P.E.65629 I 9 I 7 19 722 I 12 FLUSH 18"Hx6"Wx4"D BOX WITH COVER. z 8 SECOND , 10050 FLOOR 3 CAN CONDUIT 0 I 15 14 REFER TO SITE PLAN. r 1 15 (3) 4"C. FOR 911 SYSTEM. Atlantic 6 17 16 (2) 2"C. FOR TELEPHONE Co. Beach 18 17 (2) 2"C. FOR ALARM. � Police 18 (2) 4"C. FOR FUTURE USE. _--__----_ ----__ ._.__ COMM' .RM 1 — --_ - - _ CITY HALL_----_. Department 1-11(08 aLDc -- j 19 PROVIDE #3/0 COPPER CONDUCTOR FOR U ' I TELECOMMUNICATIONS BONDING BACKBONE. I I I I I I a:m y 20 TELECOMMUNICATIONS GROUNDING BUS BAR (TGB). �itof REFER TO DETAIL 5 ON SHEET E-5.04. 0 I I I I Atlantic Beach I i I 21 TELECOMMUNICATIONS MAIN GROUNDING BUS BAR uuuuuuuu I (TMGB). REFER TO DETAIL 5 ON SHEET E-5.04. Z Schematic TT81 I I I 22 PROVIDE #6 AWG. COPPER GROUNDING CONDUCTOR Q O Desi TO PANELBOARD GROUND BUS SERVING Design 2' I TELECOMMUNICATION EQUIPMENT WITHIN THIS SPACE. I I I PROVIDE #6 AWG GROUNDING CONDUCTOR TO BUILDING STEEL. M 4rchiteot hereby eVessly resery t cnd I I cOfTYTIOn COEJyTI�I G aria �G 23 PROVIDE #3/0 COPPER GROUND CONDUCTOR TO r property rights nno I be repro MAIN ELECTRICAL GROUND BUS BAR. I I I I vo dolt written permission cnd o 22 23 fP 4 PROVIDE #6 AWG. COPPER CONDUCTOR TO cS!t the adYtect, nor 0-e they 1 >, >, W FIRST NEAREST COMMUNICATIONS ROOM TGB . ?ed to my paty wrthou t written ard oc �b � per�or, --- 25 2" C. FOR TRAFFIC CONTROL. 26 (2) 2" C. (1) 2"C. FOR TRAFFIC CONTROL (1) 2"C. revLS= FOR SPARE. 0 27 COORDINATE EXACT LOCATION OF STUB-UP WITH EQUIPMENT PRIOR TO ROUGH-IN. 28 PROVIDE 2" CONDUIT FOR ANTENNA FEED TO 0 ALERTING E UIPMENT LOCATED IN I.T. ROOM 1 125. Q Z J � • §-eet title T RISER DIAGRAMS O SYSTEMS tU r scC el. AS SHOWN W (n (*cNvn swc 1 COWAUNICATIONS RISER • checked swc 5.0 ) NOT TO SCALE • goprOVed swc W • date. DATE (� • project no, 821-09 0 . sheet E-5.03 i i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A t � , EQUIPMENT, QUANTTITY AND Oe TYPE AS INDICATEIP ON PLANS. , AT ALL P LLBOXES AND POLE BASES, ENDS OF! ONDUIT SHALL BE SEALED 2" GRS CONDUIT MOUNTING RACK AND CONDUITS W TH ELS WITH END CAP.- TRICAL PUTTY AFTER SHALL BE PAINTED WITH TWO B kCNteCtS cnd PIClms � K. Reeves V, FAJA. ENAMEL. (COLOR AS SELECTED Kevin Rc&bm, AIA. BY ARCHITECT). Ian A. Reeves, AIA. ----------- ---------- - j 333 t� Knowles Ave. Whiter Pak. Ronda 32789 (407)641-V06 SIZE OF RACK TO BE 1518 Hendry Street AS REQUIRED FOR 1-1/2 x1-1/2 KINDORF, TYPICAL. EQUIPMENT SIZE. AS REQUIRED FOR EQUIPMENT Ft. Myers Ronda 33901 ' AND CONDUIT SUPPORT. 239- 3 _-__-_- - _ ------ g-- - ---- No orate R9eation 44il97 6 BED 0 PEARROCK OR CF USHED1 TOLE FOR DRAINAGE. C CONDUIT/RACEWAYS AS CALLED FOR ON PLANS USE LONG SWEEPING ELBOWS \-U-BOLTS, (PVC). TYPICAL WEATHERPROOF GFI JE IL DUPLEX RECEPTACLE LZ NOTES: 1) CONDUITS NOT TERMINATING IN OR AT KINDORF PIPE STRAP, SIZE PULLBOXES NEED NOT RUN THROUGH PULLBOXES AS REQUIRED, TYPICAL.— UNLESS REQUIRED FOR PULLING NC. 2 INSIDE DIMENSIONS TO BE: - '- - II I� 1= II lii= 10 1/2" x 17 1/4" I I I I I . I I I li II � 13" x 24° ,� I 1-1 L II Ii II I' II II I I II 1-II II-1 i I I- I ' 17 x 28 24 -1 -I' 3 COVER TO BE PROVIDED: I) CAST IRON TRAFFIC COVER CONCRETE, CONCRETE PEDESTRIAN COVER ' ° TYPICAL. 4) PROVIDE EXTENSIONS AS REQUIRED.' 5 PULLBOX TO BE PRECAST,• BROOKS A.C. �8 CONDUITS MILLER, OR HUGHES SUPPLY 6) PVC BOXES ARE NOT PERMITTED ON SITE. 4 GRADE MOUNTED EQUIPMENT RACK DETAIL ` 6 E7.01 SCALE: NOT TO SCALE Sims Wilkerson Cartie PULL BOX DETAIL E Engineering, Inc. E7.01 SCALE: NOT TO SCALE 12124.High Tech Avenue-Suite.200 Orlando,Florida 32817 (407)380-0400 FAX (407)38x5900 FL. CERT.OF AUTH.NO.6106 0 GARY A.WILKERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 0 JEFF A.KIRKMAN,P.E.65629 Z 10050 O U Atlantic ac Beach cn Police z__ Department GENERAL NOTE U 1) ALL HARDWARE BOLTS, NUM, WASHERS, ETC. SHALL BE SOLID City of COPPER OR BRONZ . COPP;I PLATING IS NOT ACCEPTABLE. TYPICAL DRY Y � 480V DELTA PRIMARY 208Y/120V 2) BUSBAR SHALL BE /4" TH K 2" WIDE FLAT COPPER BAR. TERMINATE MNDUIT 6" ABOVE TOP SECONDARY - S E SPECIFICATIONS. Atlantic Beach OR 6" BELOW] BOTTOM OF BUSBAR. 3) INCREASE LENGTH AS REQIJ ED''FOR NUMBER OF CONNECTIONIS AND TILL P VIDIE 2" SPACING BETWEEN LUGS. PROVIDE AN[� INSTALL GROUNDING H1 X1 Z Schematic � BUSHING FQJR ALL METALLIC Design CY CONDUIT TEWINATIONS. i H2 X2 LINE SIDE LOAD SIDE m Arect hereby e)pre* rese GROUND WIRD I rohrCommon law oopyript cnd CONNECT GROUJIND WIRES TO E3 ISBAR WITH l� BURNDY "QUIKLUG" TWO HOLE', ERI�INAL � � r prCperty rights n these drawi� LUGS. TYP. MIOUNT A 2" SPACING. 12" G dfawngs Shd not be reps 7 H3 X3 L without written perrrisssion card ( QUANTITY AS REQUIRI TO CONNECT G 8' I 8 SIZE PER N N PROVIDE Q (SEE NOTE 3) FOUND WIRES TO BUSBAR CONNECT ALL GROUND CONNE' ION'S WITH BURNDY( "QUIKLUG" TWO HOLE of the ato cn nor ore they 1N SPECS. - --- COAXIAL TABLE 250r-122, to wiltx CALLED FOR OIRI DRAWINGS OR TERMINAL LU1�GS. (TYP.) MOUNT AT 2" TV ___ ___ OUTLET CONTINUOUS GREEN GROUND �y PAY XO CONDUCTOR SIZED PER NEC TABLE obtdit written �'lslbri cnd O O O O SPACING. PRZVIDE QUANTITY AS RECEPTACLE i I 250-66. 2" 1 ~1 REQUIRED TO) CONNECT ALL GROUND i ( O ( O CONNECTIONS CALLED FOR ON • revisions PROVIDE #3/0 :INSULATED COP ER O O O o FURNISH AND INSTALL A COPPER EQUJIPMENT O GROUND COND' \ \ _ DRAWINGS OfR IN SPECS. o UILDING O O O O O o I GROUND BAR KIT WITH INDIVIDUAL TERMINALS G FOR EACH GROUNDING CONDUCTOR. LL ICTOR T MAIN ELECTRICAL SEIRVICE. ROUND FOR # 2" POLYESTETP MOLDED INSULATOR i SECURELY MOUNT IN ACCESSIBLE SP AI�CE AT G ' OTHER LOCATIONS PROVIDE INSULATED COPPER GROU140 COND CTOR ' 0 GROUND STANDOFF (CLASTIC #2015-4C). L- -� �--- BAR IN MAIN E�ELDG EL CTRICA :ROOM. GROUND TYPICAL OF �'VVO. TRANSFORMER TERMINAL SIZE GROUND BAR I TRANSFORMER HOUSING WIRE SHELF BY OTHERS KIT TO COMPARTMENT. ACCOMMODATEIE O BOND METAL CaONDUIT 0 BUS AR I MAXIMUM AND MINIMUM GROUND CONOUCTOR —GROUND SIZE PER NEC TABLE VERIFY EXACT HEIGHT SIZES FOR EACH GROUND TERMINAL - 250-66. Z PROVIDE WHIIFECORE BAKELITE WITH ARCHITECT USE PVC CON[)IUIT UNLESS REQUIRED NAMEPLATE FfASTENED TO WALL/ . Sfleet tltie OTHERWISE BY APPLICABLE CQ ES. I SURFACE BELOW BUSBAR AT EACH WHERE METAL (CONDUIT IS USS GROUND FLOOR WITH � DETAILS - EOESIGNATION ELECTRICAL AS SHOWN. SYSTEMS GROUND BUSBAR" ENGRAVED T ELECTRICAL (PVC CONDUIT SHOWN) THEREON IN1/2" HIGH LETTERS j - 5 1 • Scale, AS SHOWN C�OUND BUSBAR DETAIL AIL � 3 'TRAN RMER C,ROUN�NG DET E7.01 SCALE: NOT TO SCALE TYPICAL TV RECEPTACLE AIS COAXIAL E7.o1 s (CAL W E7.o1 OUTLET INSTALLATION DETA GALE: NOT To scALE drawn swc SCALE: NOT TO SCALE • Checked SWC • approved swc W • date, DATE Q� • project no. 821-09 O suet E-7.01 1 21'', 3 4 5 6 7 8 9 10 11 12 13 14 15 WELL: (SEE NOTE 33) I A INSIDE DIMENSIONS;: 12" MINIMUM 18" MINIMUM STRUCTURAL PLASTIC, CO 4CFETE, OR COMPO$OLITE NOTES: MANUFACTURER: QUAZITE OR BROOKS PR(DU fS S 1. SEE SPECIFICATIONS. 7eO 2. INCREASE DEPTH DIAMETER SIZE ETC IF REQUIRED G. DUE TO INSTALLATION AND ACCESS REQUIREMENTS. cj��� • Oe 3. CONCRETE COVERS ARE NOT ACCEPTABLE. CST IRON COVER WITH LEGEND "GROUND" EMBOSSED A` 0 COVER. CAST IRON COVER TO HAVE EXOTHERMIC ��'ww�(f•''` 4. IF THREE RODS IN A DELTA CONFIGURATION DOES DED GROUND WIRE CONNECTION TO ROD (#6 V NOT PROVIDE SPECIFIED RESISTANCE, CHANGE ROD F - S BANDED COPPER WITH 3'-0" MINIMUM SLACK). B Architects Ill PIC> ws LENGTHS FROM MINIMUM SPECIFIED AS REQUIRED __.; T PICAL. TO PROVIDE SPECIFIED RESISTANCE. _ _ _' ;y - 1I Reeves V, F.AIA. = _ - - Kevh Ratigcn, AIA. _ FINISHED GRADE 5. MEASUREMENTo _ Icr A. Reeves, AIA. OF RESISTANCE VALUES TO PROVIDE - _ COMPLIANCE WITH SPECIFIED RESISTANCE SHALL BE _ _ -= _�=� — 333 NL Knowles Ave. - -_ Winter Pak F ado 32789 WITH GROUND RODS CONNECTED IN DELTA �40�647-�� CONFIGURATION BUT DISCONNECTED FROM EQUIPMENT OR BUSBAR BEING GROUNDED. i ii ---'`==l 1518 HlencFbridaStreet - `' - Ft Myers 33901 239-461-3944 6. DEPTH PER CODES, 1'-0" MINIMUM. _ =_' _ _-_ , _` _�� _ Y �! - Corporate Reg�tration PUSH BUTTON ON PLATE WITH Na AAC00119'l N.O. SPST CONTACT TO P CONTACT CLOSURE/SIGNAL FOR _______ RED HANDLE C/E WITH BREAKER LOCK ~- ��-_ - i _` C ACTIVATION OF UPS SHUNTr TRIP r c �oo-��ELECTRICAL PANEL BREAKER. STI MODEL SS-:2302 EMERGENCY POWER OFF STGATION LFIRE ALARM SUPERVISORY CIRCUIT o y WITH STI-6500 COVER EOL 120VAC CONTROL CIRCUIT Z C ELECTRICAL PANEL w V) WELL WITH OPEN L--I I ----- _J __--NEMA-1 ENCLOSURE WITH REQUIRED RELAY MONITOROTTOM E MODULE B TYPICAL C L S E L___ _JCIRCUITS. CONTROL MOUNT WITHIN 03DFEETULE FOF DISCONNECTIUPS NG N ^���� NOTE 3) DEVICE. ��� BARE COPPER �`��� 6" CRUSHED ROCK ELECTRICAL PANEL 120VAC CONTROL RELAY WITH N.C. SPST CONTACT BARE COPPER GROUND GROUN CONDUCTO �' EXOTHERMIC TO PROVIDE CONTACT CLOSURE/SIGNAL INPUT TO CONDUCTOR TO EQUIPMENT OR SEE SPECIFICATIONS WELD D MONITORING PANEL UPON LOSS OF HVAC SHUTDOWN GROUND BUSBAR BEING SECTIOl 16170 FOR (TYPICAL) 1 CONTROL CIRCUIT POWER. RELAY CONTACT SHOWN GROUNDED, SIZE PER NEC APPLICABLE SIZE C ENERGIZED. 250-66; MINIMUM #3/0. REQUIREMENTS NEMA-1 ENCLOSURE WITH MINIMUM 30'-0" ' REQUIRED RELAY, MONITOR L-------J PRIMARY FEEDER CIRCUIT BREAKER WITH 120VAC MODULE AND CONTROL MOIOULE r--------I SHUNT TRIP COIL, FOR UPS SHUTDOWN CIRCUITS. ! GROUND ROD AS (CALLED MOUNT WITHIN 3 FEET OF 120VAC CONTROL RELAY WITH DPDT CONTACT TO t ! FOR IN SPECIFICA,,jIONS,; DI I PROVIDE PARALLEL UPS LOAD-OFF REMOTE DISCONNECTING DEVICE C I EMERGENCY SHUT-DOWN. SECTION 16170 (_WPICAL) I I (SEE NOTE 5) ` i ! I L- --J UPS E Sims Wilkerson Cartiei DATA R ObM UPS EMERGENCY SHUT DOWN DETAIL 2 MAIN SERVICE ND WALL DIEngineering,, Inc.4 E7.O212124 High Tech Avenue-Suite.200 SCALE: NOT TO SCALE E7.02 SCALE: NOT TO SCALE Orlando,Florida 32817 (407)380.0400 FAX (407)380.5900 FL. CERT.OF AUTH.NO.6106 i 0 GARY A.WILKERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 0 JEFF A.KIRKMAN,P.E.65629 z 10050 j 0 F- U Atlantic oc Beach z_ Police MCB EQUIPMENT ,ONDING JUMPER 0 Department NEC 250 1 �l \J #2 AWG G EN) TO COMMUNICATIONS GROUND BUS (TYP.) NEC City Of 1 800.100( ) , 0 RED HANDLE C/E WITH BREAKER LOCK AWC WALL MCUNrED MAIN GROUND BUS WITH 5 Atlantic Beach - ISOLATO S. E7.01 dam_° ELECTRICAL PANEL N G Z Schematic PUSH BUTTON ON PLATE WFITH L r- --_--o N FIRE ALARM SUPERVISORY CIRCUIT . 3/C AWG _ _ J BLDG. STRUCTURAL Q N.O. SPST CONTACT TO EOL 120VAC CONTROL CIRCUIT MAIN BONDING JUMPER TQC\_.-.__ STEEL BAR JOIST Q Design PROVIDE CONTACT I C NEC 250-28(D)(1) i� // \ NEC 250.52(A)(2) r--- NEMA-1 ENCLOSURE WITH REQUIRED RELAY, MONITOR ;l CLOSURE/SIGNAL FOR I ----- J MODULE AND CONTROL MODULE FOR HVAC SHUTDOWN �� ��- E--._ __.__-.-- - ..._-- m ,kchtect hereby expressly reser ACTIVATION OF HVAC SHUNT( H i CIRCUITS. MOUNT NITHIN 3 FEET OF DISCONNECTINGcorrirriollaw apt U1d TRIP BREAKER. STI MODEL -- _J DEVICE 3/0 AWG is n these dr SS 2301 HVAC SHUTDOWN property 120VAC CONTROL RELAY WITH N.C. SPST CONTACT TO 4C1yVj1gS SI1d rpt be repf< STATION WITH STI-6500 COVER PROVIDE CONTACT CLOSURE/SIGNAL INPUT TO MONITORING METAL COLD 3/0 AWG 3/0) AWG 3/0 AWG LIGHTNING wvittloi�t written permsson cnd i PANEL UPON LOSS OF HVAC SHUTDOWN CONTROL CIRCUIT PROTECTION SYSTEM POWER. RELAY CONTACT SHOWN ENERGIZED. t�� � WATER PINEC W coossbrieed te oto cnty party Wtha -------� GROUND LOOP. NFPA 1 I I 250.52(A)(1) 2 780, 4.14 NEC 250.60 =obtoft written Pte► and c ! HVAC CIRCUIT BREAKER WITH 120VAC SHUNT TRIP GR(�UND RODS,l 0- L- C- - ! COIL E7.02 ELEX fPLEMENRODE.TI r'evlsm AHU-5 25QJ.52(A)(5) INEC 0 ELECTRICAL PANEL FOUNDATION REBAR OR CONCRETE 25 .53(D)(2) ENCASED ELECTRODE. NEC 250.52(A)(3) L.. ! O i Z I . I sheet title 3 DATA ROOM HVAC EMERGENCY SHUT DOWN DETAIL , SERVICE ENTRANC GROU DING �OUIREIVIENTS T DETAILS - E7.02 SCALE: NOT TO SOLE E7.02 \ SCALE: NOT TO SCALE r O ELECTRICAL • sccl AS SI-DVM 'I W (IO drawn swc checked swc ; • approved swc W date. DATE 'I (� • project no. 821-09 ; O —7.02 sheet E 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I A SYSTEM CABLE ; BUILDING CJ 5/'8"x10' COPPER PRESSURE TYPE "TEE" HEAVY DUTY CLAD GROUND ROD SPLICER WITH STAINII[-ESS PARALLEL CLAMP (TYP. OF 3) " STEEL BOLTS. WITH STAINLESS DOWN) LEAD T" SPLICE Oe STEEL BOLTS SEE DETAIL 1/2HEAVY DUTY STRAIIT " x 24" AIR TERMINAL B ArchteCtS cnd PIQ1r12rS SPLICER WITH CABLE END SHALL \ STAINLESS STEEL BOLTS FACE IN DIRECTION OF 10'-0" tSK Reeves V, FAIR NEAREST DOWNLEAD GENERAL NOTES: Kev o in Ratigcn, AIA �p Ian A. Reeves, AIA. O 1. CONDUITS NOT TERMINATING IN OR AT PULLBOXES NEED NOT RUN CONNECT CABLES TO GROUND \ O THROUGH PULLBOXES UNLESS REQUIRED FOR PULLING BY N.E.C.. 333 N Knowles Ave. ® ® ® ROD `WITH 4-BOLT GROUNDRorda 32789 e e ®e ROD CLAMPS BUILDING LOOP CONDUCTOR — I — (40 a Pik 6 — I — 1 2. PROVIDE EXTENSIONS AS REQUIRED. ��� �� CABLE:. RUN UNDERGROUNDI � I — 1518 Hxrt'y erStreet (SAME: SIZE AS MAIN Ft Myers, Fbrlda 33901 239-461-3944 SYSTEM CABLE CONDUCTOR) HEX NOTES: A Ol corporate � ARMOR FRAME AACOOT197 GROUND ROD DETAIL GRND E7.03 SCALE: NOT TO SCALE (PLAN VIEW) ' O2 LIFTING EYE C 10 ICES AND CLAMPS 6° 7.03 SCALE: NOT TO SCALE O3 6" x 9" KNOCKOUT (4 PLACES) OR AS REQUIRED. O4 1" PULL EYE (4 REQUIRED). 4 ' O5 1" THREADED SPIDER INSERT (4) O6 SUMP AS SPECIFIED 10O7 PARKWAY COVER AND FRAME. BEAD WELD LETTERS ON COVER TO 12 READ SYSTEMS . MAIN SIZED LIGHfTNING 13 O O4 CONDUCTOR 3 O APPROVED GROUND CLAMP FOR CONNECTING POLE. BAREBOND WIRE D AND GROUND TO DRIVEN GROUND RODS, RODS SHALL HAVE 1/2" x 18" AIR TERMINAL CONTACT WITH CLAMPS USED TO CONNECT CONDUCTORS TO THE 10" MIN. ABOVE TOP Of GROUND ROD FOR A DISTANCE OF 1-1/2" MEASURED PARALLEL TO 1/2" x 18" MIN. PARAPET SURFACE 10 6 AIR TERMINAL 4" THE ENDS OF THE GROUND ROD. 8 �9 GROUND ROD. 5 5" 10 1-6#AWG CU BARE STRANDED GROUND BOND WIRE CONNECTING ALL e� GROUND RODS TOGETHER. GROUND WIRE TO BE 3" DIRECTLY ABOVE CONDUIT. a ILI D D �u 9 O 11 11 6 BED OF CRUSHED STONE FOR DRAINAGE. OFFSET PARAPET AIR ill TEA S TERMINAL BASE 12 SEAL ALL CONDUIT ENDS. Sims Wilkerson Card( O ® E Engineering, Inc. 13 CONDUITS. 12124 High Tech Avenue-suite.20 Orlando,Florida 32817 14 07)380-5900 . SIZE AS REQUIRED PER N.E.C. 370. (40')'CERTT.00OFAv�NO.6106 FL 0 GARY A.WILKERSON,P.E.4316 1) KYLE J.CARTIER,P.E.53269 E3 HOWARD J.PAIGE,P.E.48198 NOTE: 0 JEFF A.KIRKMAN,P.E.65629 ®� ® WHERE EXHAUST FUMES ARE CORROSIVE, TERMINAL MAIN LIGHTNING ® ' ® SHALL BE LEAD COATED Z 10050 CONDUCTOR ® Q (FULL SIZE) ® ® 4 TAIL PIPE OR HENT r2 PULL BObETAIL — ® �E1.03 UNTED AIR TERMINAL X7.03 SCALA NOT TO S ADHESIVE TYPE AIR a. MAIN UGHTVING CONDUCTORU Atlantic TERMINAL BASE. PROVIDE SCALE: NOT TO SCALE TRAFFIC PAD UNDER (FULL slzE) PLATE. REFER TO ARCH. oc Beach i PLANS FOR ADDITIONAL Looe CABLE CUP WITH i/r INFORMATION. STAINLESS STEEL cf) P ° FASTENER (3'-0" O.C.) Z.-_ 0 Ce DHESI TYPE Department ABLE LDER U City of Atlantic Beach 9 ROOF NE MOUNT AIR TERMINAL - ---_- -- �--- -- -- E7.o3 scLE: NOT TO S 6 OFFSET PARAPET BASE AIR TERMINAL MOUNT ----- -- - -- Z Schematic E7.03 SCALE: NOT TO SCALE j Design i— m Architect hereby expre* res conTrion law copyright arx — property rights n these drcwh ADJUSTABLE CABLE CONNECTOR draw'rlgs shd not be rer COUNTERPOISE FOR CONDUCTOR RUNS EITHER \ without written permission and PARALLEL OR PERPENDICULAR TO --- -- - -------- ---- - --a i of the architect, rxx are they THE SEAM. -- - - ----j TYPICAL EXOTHERMIC WELDS W assigned to any party wittl \, .-- _ obtJ written perrr115son and \ FOR 1/2" ALUMINUM AIR TERMINAL � � � -- revisia�s . I / -- FT. FROM TO IOCOUNTERPOISE NAL GROUND ROD 10 PAIR 1/2%18" TERMINAL i i 'X BOLT -- --' BOLT TO HVAC ERASE PLATE EQUIPMENT 1 I 0 Y IUILDING DOWN WNDUCT R 4SECONDARY , �- , PROVIDE AMPLE SLACK FOR (OR MAIN HOUSING REMOVAL • Sheet title CONDUCTOR T DETAILS CTOR ROOF PENETRATION r— ODUND ALUMINUM CAST LIGHTNING AIR NVI E .03 SCALE: 0 r TO SCALE T ELECTRICAL 1 TERMINAL BASE FOR STANDING PROVIDE BIMETAL CO O r SEAM ROOFING SYSTEMS. ��.�` �- •� BOTTOM GROOVE 1/2" WIDE BY T-CLAMP \1r 3/4 DEEP TO SECURE ON SEAM 71 • sccie, AS SHOWN WITH TWO 2 SET SCREWS. W T CLAMP �^ drCnNn, SWC 3 AIR R TERMINAL DETAIL FOR EXHAUST FAN checked, swc 5 r� $ T TION TO COUNTERPOISE STANDING SEAM ROOF POINT BASE E;7.03 SCALE: NOT TO SCALE FOMETAL IS LESS THAN 3/16- THICK VJ • oved swc E7.03 SCM.E: NOT TO S E7.03 SICALE: NOT TO SCALE / W FULL PROTECTION IS REQUIRED. • date, DATE a 0 • project no. 821-0C 0 • -7.03 sheet E �I d 10 11 12 13', 15 14 1 3 4 5 6 7 8 9 A LocalOff Lo _kCJ rJ- Switch a k Neutral Wht Re I d Power, G Hot Blk ; Pack '' Re �� . O °° FTB Architects cnd Pcmas LSK Reeves V, F.AIA. Control u u t Kevin Ratigan, AIA. An Ian A. Reeves, AIA. Comm 24VDC Ceiling/Wall 333 N Knowles Ave. +24VD Sensor wnte' Perk Fonda W89 (401)6471706 1518 Hendry Street Ft Myers, Fbrida 33901 239-461-3944 Control u u-1 Corporate Redstration Any Na AAC001197 Comm n 24VDC Ceiling/Wall C +24VD Sensor Control Output Any Common 24VDC Ceiling/Wall +24VD Sensor i NOTES: D MAXIMUM NUMBER OF %ENSORS PER POWER P CK "DEPENDS ON THE MODEL OF SENSOR. SEE THE PRODUCT DTA SHEET TO DETERMINE THE SPFECIFIC CURRENT CONSU TIN OF EACH SENSOR. " MULTIPLE OCCUPA SENSES 2 SING -ONE PMR F 1ACK 1 �� E7.04 SCALE: NOTr TO SCALE E Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech AvMW-Suite.200 2 3/8" TE N —'; (407)38410400 FAXo(407)da 380-5900 FL. / 4 CERT.OF AUTH.NO.6106 ❑GARY A.WILKERSON,P.E.43167 O KYLE J.CARTIER,P.E.53269 O HOWARD J.PAIGE,P.E.48198 O JEFF A.KIRKMAN,P.E.65629 z 10050 O Atlantic o�c �. Beach Police 20'-0" Z_ O Department U City of O Atlantic Beach ' U 2 1/2"x5" z Schematic JUNCTION BOX HANDHOLE WITH ELECTRICAL DOOR D [design METALLIC •- MEXIBLE CONDUIT. MAXIMUM LENGTH Q_ TUBING g'°-0" (TYPICAL) W MM Alfd tett hereby e)pressly reserve n 12" �rrrT= lowcopyrght and �-- pope rty riots In these drawings c awngs shd not be relorod I_ -- (_' ' ,about written perrnisson cnd cc �4 ( =1 I ( -- CC off the architect, nor are they t( _ tCODUIT AS o any party withaA i—I I i I III NDNCA ED ON PLANS (:I tohhg fie' � and ca TYPICAL LIGHTING FIXTURE (TYPES VARY) CONDUIT ACCESS HOLES • revisions 5-0" ' 2 AT 180' 0 LL-- NOTES: 5/8"x20' ` FLEXIBLE CONDUIT IS NOT TO BE USED TO RUN WIRING FROM FIXTURE TO GROUND RODS \_AUGARED HOLE FIXTURE. WIRING SHALL BE RUN IN FLEXIBLE CONDUIT FROM JUNCTION BOX 0 LOCATED ABOVE ACCESSIBLE CEILING TO INDIVIDUALL FIXTURES OR CONTINUOUS j CLASS II CU ; LIGHTNING CONDUCTOR UP TO Z W OF FIXTURES. LUMINAIRE AND ROW TO L MINAIRE. BOND TO POLE EQUIPME T ROUNDING CONDUCTOR. SilE;et tffle 3 LIGHTING FIXTURE WIRING C-TAIL 1 20H MOWN HEIGHT POLE DETAIL -T DETAILS - E7.04 SCALE: NOT TO SCALE E7.04 SCALE: NOT',TO SCALE ELECTRICAL • scale, AS SHOWN W (i-awn swc • checked swc I(j) approved swc W dates DATE ('� • project no. 821-09 sheet E-7.04 f i ( i -----_-..,.F_._,_..,�....m.-..•,�.,,..-<.,.,.....a...,� �..rssa�,cacrFx �aat �st����'-� R:t f,.. -. l�i��tiie.� i -- _ g .r .. - tp:- 4 5 6 7 8 9 10 11 12 13 14 15 3/4" CONDUIT TO FIRE ALARM DOOR RELEASE RELAY/ 12"x12"x4" LOCKABLE HOFFMAN CONTROL MODULE. (REFER TO FLOOR PLAN FOR LOCK SET POWERS SUPPLY (BY ENCLOSURE ON SECURE SIDE OF APPLICATION REQUIREMENT) DIV. 8 CONTRACTtR) DOOR 1" CONDUIT TO CABLE TRAY OR AS TO 120VAC NOTED ON FLOOR PLANS A NC3 G CEILING �e 1" CONDUIT `G , e � ACTIVE LEAF OF DOOR O i 3/4" CONDUIT B Archte'ctS cnd PICT ws LS,K Reeves V, F.AIA, 3/4 CONDUIT Kevn Ratigcn, AIA. Icn A. Reeves, AIA. 333 Knowles Ave. Wnter i Parc Ronda 32789 ELECTRIFIED (407)647-F06 LOCKSE TW / INTEGRAL REQUEST TO �� Street Ft M� 33901 EXIT SWITCH (BY DIV. 8 239-461-3944 CONTRACTOR) Nva ASA a ahon POWER TRANSFER HINGE W/ INTEGRAL DOOR POSITION SWITCH C (BY DIV. 8 CONTRACTOR) THESE DETAILS INDICATE MR'CCNITUDE OF DOOR SECURITY SCOPE. THE EXACT REQUIREMENTS I ' CARD READER ON SHALL BE COORDINATED WITO THE OWNERS �:_-- F i = SINGLE GANG JUNCTION BOX SECURITY CONTRACTOR PRIO)R TO ROUGH-IN, ON UNSECURE SIDE OF DOOR — — _ - - - - - - L �I �- JUNCTION BOX FOR EMERGENCY EXIT PUSH/PULLBUTTON WHERE REQUIRED ON SECURE SIDE OF DOOR. D N NOTES: 1. ALL CONDUIT, WIRING, AND JUNCTION BOXES TO BE CONCEALED IN WALLS OR ABOVE ACOUSTIC CEILING. h 2. LOCATE POWER SUPPLY IN A ACCESSIBLE SECURE LOCATION. I U N S E C U R E SIDE E Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue-Suite.200 Orlando,Florida 32817 2 DOUBLE DOOR W ELECTRIRED LOCKSET c4o�>3so a40o FAX cao7>380 5900 FI. D CERT.OF AUTH.NO.6106 POWER S E7.05 Y CONDUIT DETAIL SCALE: NOT TO SCALE 0 GARY A.WILKERSON,P.E.43167 E3 KYLE J.CARTIER,P.E.53269 i O HOWARD J.PAIGE,P.E.48198 O JEFF A.KIRKMAN,P.E.65629 1/2"C. (TYP.� Z 10050 TO 120 VAC 0 F- 1/2"C. (TYP.) �.J J ROLL-UP DOOR OPERATOR Atlantic - --- --- (BY OTHERS) --- - ----- 3/4"C. cf) �� Z_ Police ---------------- --------------- ---- ------ - - ------------------------------- Department �-�- 3/4"C. ( � - - - _ - --- 3 4"C T - I - --- __ - ---- - _ - - - ---- -- E TRY OR AS OTHERWISE REST BLE j - ------- ---- - ----- -- ------ !_ NOTED. �ty Of E o TYPICAL DOOR BELL ONELINE DIAGRAM _ ---_ _ — - --- _ -- _ --- - - j j Atlantic Beach I 5 SCALE: NOT TO SCALE COIL DOOR - - ----- _� _, ------- --- � f - -- - - - 1 I ACCESS CONTROL J-BOX 4"x4.,x4» Z emetic h -- _ _ -- - - �' 1 - '- -- - - - '� SURFACE MOUNTED BOX WITH - --- - ----- - -- __. - -------------- - _._ -- - -- �' � COVER AND TAMPER PROOF Design I --- -- - ----- --------- - SCREWS (SECURED SIDE). MM_Q- j - --- -- -- - �... ( W _-- - _-_ __ ._ _-- _ -- __. _ rt_ __ __ � Arect hereby expressly reserve,, -- - -- -- --- - - �- colnrrbn law yright cnd c DOOR FRAME ! I -- . - -- - - - -- r �P _ -- _ �"" prgxx rights n these ctowings 11 - -- _-- --- ----- --- - __. _ _ --- �_ . - _ � cir<�wr�gs shill not be reprodu -- ---------------------- --- vet written cnd cor I - -- - - -- ----- - - --- - -- of the crd rtectnorae they to - -- ay party WftLlt - _ -_ --- - -_ a C obtcrr g written perrnkgbn cnd f ----- -- ----- � 3/4 ins o - - - - - , I - �_. - ----- • revisions _ - _ -- -- -- — _-- - --- - I -- -- -- -- -- - _. fl _ } j - - — — — - ----- — ! SINGLE GANG SURFACE -{ - - - --- - --- ---- MOUNT BOX WITH ij I --- __._ _ - -- ---. ---- -- - - -� - N- J I Sheet title COVER AND -- - - - -' - _._ - -- --- - - -- ---- - DETAILS - SCREWS r ----- TAMPERPROOF -�- --- - - -- fi - - (SECURED SIDE) ! __ -- __- _... -- - - A �' ELECTRIC MAGNETIC DOOR CONTACT �i - E- - f I AL -_ WITH STAINLESS STEEL i �'_- ----- -,- _ _--- _-- -_ _. ARMOR FLEX CABLE (BY - -- _ _ _ --- _._ - OTHERS \--ARMORED CABLE TO I - - - -- - _ _ --- - - - - -- �I BOX CONNECTOR -- _ _ _. -- - _ -_.__ r j - _ _._� — a + I I-- ® -- - - - - _ _ - -- - -- I . sccie, AS SHOWN _- rcwn -- - -- -a a -- __ t c� Swc - _._ - _ - I FINISHED FLOOR e — I --� ----- — _ — _ -- - ----- swc -- - _._ —- r I �a= ------ - ., C�roved, sWc 1 ROLL-UP DOOR ACCESS CO • date' DATE CONTROL. CONDUIT D �IL f� LO5 SCALE: NOT TO SCALE V . project no. 821-09 O '0C . sheet E-7.05 e _ i f •,':# I I.� p##p # i l ;t 4' a. [k{ xt hsi I !-�f� 9 - r .�� ... ,. 4 !A ,' ;..j.11 ( �4 ;.� I��.� i;.I �9�IdS'I':�IE��.-ti. 1 2 3 q. 5 6 7 8 9 10 11 12 13 14 15 BIOMETRIC CARD READER POWER 3/4" CONDUIT TO FIRE ALARM DOOR RELEASE RELAY/ -12"x12"x4 LOCKABLE OF MAN SUPPLY (BY SECURITY CONTRACTOR) CONTROL MODULE. (REFER TO FLOOR PLAN FOR ENCLOSURE ON SECUR S E OF DOOR APPLICATION REQUIREMENT) TO 120 VAC z ° ° 4" SQUARE JUNCTION BOX - ON SECURE SIDE OF DOOR TO 120 VAC ____ _-_ _ 1" CONDUIT TO CABLE TRAY OR AS NOTED ON FLOOR PLANS 33/4" CONDUIT TO CABLE TRAY OR AS LOCK SET POWER SUPPLY NOTED ON FLOOR PLANS (BY DIV. 8 CONTRACTOR) kS i CEILING CEILING G� MAGNETIC DOOR � S�`✓� e 3/4 CONDUIT QONTACTS, TYP. OF 2 O ► 3/4" CONDUIT V� A(d1lteCtS cnd Plan ISK. Reeves V F .AIA Kevin RQ AJ I k»� A, Reeves, A. 3/4" CONDUIT 333 Pl Knowles Ave. Whter Pak Fonda 32789 (407)647-VM (2)1" CONDUIT 1518 Hendry_ Street Ft Myers, Ronda 33901 239-461-3944Czrporate / ELECTRIFIED LOCKSET W/ Na AACOOT197 INTEGRAL REQUEST TO POWER TRANSFER HINGE W/ I EXIT SWITCH (BY DIV. 8 INTEGRAL DOOR POSITION I CONTRACTOR) SWITCH (BY DIV. 8 CONTRACTOR)-----,\ BIOMETRIC AND CARD READER ON SINGLE GANG JUNCTION BOXES ON UNSECURE SIDE OF DOOR I NOTES: � JUNCTION BOX FOR EMERGENCY EXIT 1. ALL CONDUIT, WIRING, AND JUNCTION PUSH/PULLBUTTON WHERE REQUIRED BOXES TO BE CONCEALED IN WALLS OR ON SECURE SIDE OF DOOR. ABOVE ACOUSTIC CEILING. NOTES: ALL CONDUIT, WIRING, AND JUNCTION BOXES TO BE CONCEALED IN WALLS OR ABOVE ACOUSTIC CEILING. ~�`a 2. LOCATE POWER SUPPLY IN A ACCESSIBLE SECURE14, LOCATION. J II i Sims Wilkerson C UNSECURE SIDE Engineering, Ii High Tech Avenue-Si THESE DETAILS INDICATE MAGNITUDE OF DOOR 12124 Orlando,Florida 3281' 4 E DOOR (MONITORED ONLY) CONDUIT D"ETAIL SECURITY SCOPE. THE EXACT REQUIREMENTS SINGLE DOOR W/ DUAL ACCESS BIOMETRI AND ARD DER (407)380.0400 FAX (407)3805 E7.06 SCALE: NOT TO SCALE SHALL BE COORDINATED WITH THE OWNERSCERT.OFAUM.No.61( SECURITY CONTRACTOR PRIOR TO ROUGH-IN. r2-""'ELECTRIFIED LOCKSET AND POWER SUPPLY CONburT DE TAIL o GARY A.WIIXMMN,P.E E7.06 SCALE: NOT TO SCALE o KYLE HOWJ.ARD CARTIER,GEPP P.E. O JEFF A.KIRKMAN,P.E.65E 10050 I -- CONDUIT TO FIRE ALARM DOOR RELEASE RELAY/ LOCK SET POWER SUPPLY (BY12"x12"4 LOCKABLE H FMAN (CONTROL MODULE. (REFER TO FLOOR PLAN FOR /APPLICATION REQUIREMENT) DIV. 8 CONTRACTOR) ENCLOSURE ON SECUPE VDE OF Atlantic 0 0 DOOR � Beach 4" SQUARE JUNCTION BOX TO120VAC ON SECURE SIDE OF DOOR ° 3/4" CONDUIT TO CABLE TRAY OR AS ! i 1" Police CONDUIT TO CABLE TRAY OR AS NOTED ON FLOW PLANS NOTED ON FLOOR PLANS Departmen CEILING CEILING City Of 7 3/4 CONDUIT i 3/4" CONDUIT Atlantic Beach MAGNETIC DOOR CONTACTS Z Schematic I 3/4" CONDUIT Design I ( ] Architect hereby expre* Common law oopyw property rights n the c 1" CONDUIT drawhgs shall not be n VVItt10Ut written pemissionC i of the architect, nor cre ELECTRIFIED LOCKSET W/ LLJ astr ed to arty partyobtaft written pemission c INTEGRAL REQUEST TO POWER TRANSFER HINGE W/ „ EXIT SWITCH (BY DIV. 8 INTEGRAL DOOR POSITION I CONTRACTOR) ' feVISI0PIS SWITCH (BY DIV. 8 CONTRACTOR) CARD READER ON i SINGLE GANG JUNCTION BOX — — — — — — — — — ON UNSECURE SIDE OF DOOR NOTES: JUNCTION BOX FOR EMERGENCY EXIT " . sheet title - 1. ALL CONDUIT, WIRING, AND JUNCTION BOXES PUSH/PULLBUTTON WHERE REQUIRED � TO BE CONCEALED IN WALLS OR ABOVE DETAILS ON SECURE SIDE OF DOOR. AcousTlc CEILING. ELECTRICAL i TE ' + ' • scde, AS 9-101A ALL CONDUIT, WIRING, AND JUNCTION BOXES TO BE CONCEALED IN WALLS OR ABOVE ACOUSTIC CEILING. Co • (Jrcm l'1 SWC LOCATE POWER SUPPLY IN A ACCESSIBLE SECURE checked SWC LOCATION. • CIpp1'OVed sWC • date. DATE UNSECURE SIDE • project no. 821—t SIINGLE DOOR (MONITORED ONLY) CONDUIT DEVIL 31 INGLE DOOR W ELECTRIFIED LOCKSET D POWER E7.os SCALE: NOT TO SCALE ; LY CONDUIT DETAIL 117.06 SCALE: NOT TO SCALE • Sheet E-7.OE -i4lk_ Aliif'�i ...., 1 2 3 4 5 6 i' 8 10 11 12 13 14 15 A a a a. 4 L1 a ° k CJ OeG WIRE SHALL BE UTP STRUCTURED CABLE CONCRETE SUPPORTED FROM �G DECK ABOVE J-HOOKS OR FROM THE TO NEAREST IDF (CABLE •`(�� BUILDING STRUCTURE BY OTHERS). eS O V� B Ard tectS and Pdms LSK Reeves V, FAIA Kevin Ratigan, A.I.A. CEILING TILE WIRE km A. Reeves, AIA. 333 Nl Knowles Ave. Water Pak Fiaida 32789 (407) 647-V06 SECURSECONDARY 1518 Street SUPP T CABLE FROM Ft. Myer yFlalda 33901 reef BUILDING STRUCTURE 239-461-3944 N SECONDARY S PP RT TAB Na AArCOO� WIRING COMPARTMENT— C SELF-LOCKING TAB SCREWS "C" BRACKET AND TILE RAIL CEILING TEE'S IAYIN CEILING TILE D 4 � 4 u 2 IXED CAMERA - ACOUSTIC CEILINQ CONDUIT D E7.07 SCALE: NOT TO SCALE E Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue-Suite.200 Orlando,Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT.OF AUTH.NO.6106 13 GARY A.WILKERSON,P.E.43167 2' 12 x4 SQUARE LOCKABLE KYLEJ.CARTIER P.E.53269 ' „ " 0 HOWARD J.PAIGE,P.E.48198 i0f FMAN ENCLOSURE ON SECURE o JEFF A.KIRKMAN,P.E.65629 3/4" CONDUIT TO FIRE ALARM DOOR RELEASE ID � OF DOOR RELAY/ CONTROL MODULE. (REFER TO FLOOR NDUIT TO CABLE TRAY OR AS Z 10050 PLAN FOR APPLICATION REQUIREMENT) 0 ED ON FLOOR PLANS 0 � Atlantic oc Beach cO Police CEILING Z_ p 0 De artment 3/4" CONDUIT lei a Q ° 4 . City of ° a d a a a ° Atlantic Beach Q THESE DETAILS INDICATE MAGNITUDE OF DOOR CONCRETE z Schematic DECK ABOVE SECURITY SCOPE. THE EXACT REQUIREMENTS I 0 CONDUIT STRAP SHALL BE COORDINATED WITH THE OWNERS I 1" CONDUIT a Design SECURED TO SECURITY CONTRACTOR PRIOR TO ROUGH-IN. _ STRUCTURE TO NEAREST CABLE TRAY m ,architect hereby expressly reserve OR AS NOTED ON FLOOR I ii PLAN. I apffr'on low coPyW and ELECTRIFIED LOCKSET (BY DIV. 8 property ric,�ts n these drawhgs. CONTRACTOR) cel CN*gs shd not be repro wehout written pemisdm and a POWER TRANSFER HINGE W/ I cgf the architect, nor are they t INTEGRAL DOOR POSITION to an without SWITCH I CARD OR BIOMETRIC READER ON SINGLE GANG y ( Y 1" CONDUIT (BY DIV. 8 CONTRACTOR)--\,,, JUNCTION BOX ON UNSECURE SIDE OF DOOR obtdr*xJ written permMm and cc -- JUNCTION BOX FOR EMERGENCY EXIT • revlSlm PUSH/PULLBUTTON WHERE REQUIRED O — — — — — — — — — ON SECURE SIDE OF DOOR. � _j CARD READER ON SINGLE GANG JUNCTION BOX ON SECURE SIDE OF DOOR 0 Z 4" x 4" DEEP JUNCTION BOX ,J NOTES: • Sheet title 4r' r DETAILS - 1. ALL CONDUIT, WIRING, AND JUNCTION BOXES TO BE \ CONCEALED IN WALLS OR ABOVE ACOUSTIC CEILING. T ELECTRICAL 0 CEILING 2. LOCATE POWER SUPPLY IN A ACCESSIBLE SECURE LOCATION. (� • sod--, AS SHOWN W • crawn, swc U N S E C U R E &0E `eci swc • approved swc SINGLE DOOR W/ ELECTRIFIED LOCKSET AND ENT I T1 EXIT W • date, DATE 3 IXED CAMERA - HARD CEILINO CONDUIT DETAIL 1 CARD READER CONDUIT DETAIL -09 E7.07 SCALE: NOT TO SCALE E7.07 SCALE: NOT TO SCALE O sheet E-7.07 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NOTES: 1. ALL ELECTRICAL TERMINATIONS, WIRE AND CONDUIT A TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL CONTROL, DIMMING AND SWITCHING IS TO BE RECEIVED BY THE ELECTRICAL CONTRACTOR AND STORED IN A SECURE, DRY LOCATION. ALL DEVICES ON RISER TO BE PLACED, \S MOUNTED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. ALL LOW VOLTAGE TERMINATIONS TO BE DONE BY INTEGRATOR. �G 3. ALL AS BUILTS OF CONTROL SYSTEM SHALL BE BY ��� • INTEGRATOR AND ELECTRICAL CONTRACTOR. 4. ALL PROGRAMMING BY INTEGRATOR.. 5. ARCHITECTURAL CONTROL STATIONS USE CRESTNET 0 CABLE.AND ARE TOPOLOGY FREE. MAXIMUM CABLE RUN IS 5000'. COORDINATE WITH SYSTEM B Ard tectS and Pby)er; INTEGRATOR FOR ALL LAYOUTS OF SYSTEM AND BOOSTER FOR CONTROL POWER. IT IS THE LSK. Reeves V, F.AIA. RESPONSIBILITY OF THE SYSTEM INTEGRATOR TO Kevin Ratigan, AL.A. PROVIDE LAYOUT.'. Ian A. Reeves, ALA. OW R 6. COORDINATE WITH SYSTEM INTEGRATOR FOR L 333 N Knowles Ave. VOLTAGE TERMINATION'S AND PURCHASE OF LIGHTING V*ter Pork Florida 32289 CONTROL AND SPECIALIZED CONTROL, SYSTEM (407)647-V06 MOTION CRESTRON INTEGRATOR SHALL TERMINATE ALL LOW VOLTAGE 1518ry Street GLS-ODT-C-1000 CONNECTIONS IN SYSTEM SHOWN. SYSTEM Ft. Myer&�Rorda 33901 WITH GLS SIM INTEGRATOR SHALL PROGRAM A BASE OF OPERATION 239-461-3944 DESIGNATION AND ASSIST THE DESIGN TEAM IN ALL PROGRAMMING. OSC lb SYSTEM INTEGRATOR SHALL HAVE ON SITE PRESENCE Ap,�p ° DURING CONSTRUCTION TO COORDINATE CONTROL, DIMMING, SYSTEMS SYSTEM INTEGRATOR SHALL BE C RESPONSIBLE FOR A COMPLETE WORKING SYSTEM. ACCEPTABLE INTEGRATORS ARE: 7. CANDELA CONTROLS 407-654-2420 BILL ELLIS Provide 277 Volt 8. FX GROUP 407-573-0449 CHIP SCHANE o®� Hot and neutral 9. THE SYSTEM IS BASED ON CRESTRON ELECTRONICS, � '�,,sM -.2-7-4 To Load 277V INC. THE SYSTEM SHALL INTERFACE TO AV SYSTEM "" Z ° SWITCH BY CRESTRON AND FIRE CONTROL SYSTEM INTERFACE FOR SPECIFIC ROOMS BASED ON CODE ALARMS. THIS 1 SYSTEM IS DESIGNED IN ACCORDANCE WITH POWER PACK INFORMATION FROM THE ARCHITECT, CONSULTANT, CLS-EXP DIMMING ENGINEER AND OWNER. ALL SYSTEMS MUST MEET THE PERFORMANCE AND SPECIFICATION. TAKE NO EXCEPTIONS TO THE RISER, DESIGN OR p 277V FL SPECIFICATIONS. CLS-EXP DIMMER LOAD ZONE B Provide 120 Volt Hot and neutral �. i Provide 277 Volt Hot and neutral Provide 277 Volt [To Load 277V Hot and neutral " SWITCH To LLfoad 277V SWI11(CH PgWER PACK E Sims Wilkerson Caa CLS-EXP DIMMING Engineering, Inc 12124 High Tech Avenue-Suite POWER PACK Orlando,Florida 32817 CLS-EXP DIMMING (407)380.0400 FAX (407)380-59W 277V hJ'L CERT.OF AUTH.NO.6106 CLS—EXP 0 GARY A.WMKERSON,P.E.4: SWITCH OR DIMMER L AD 0KYLE J.CA.RTIER,P.E.53269 277V FL ONE PER EACH ZO E OHOWARDJ.PAIGE,P.E.481W CLS-EXP DIMMER LOAD Provide 120 Volt o JEFFA.KIltKMAN,P.E.65629 (1) 120VAC 15AMIP 2-WIR + Gf BRANCH CIRCUIT e a ZONES A-D FROM EMERGENCY CIRCUI BREAK R PANEL. a 000�������0����0� a hot and neutral 10050 (POWER FEED TO PROCESSOR) Provide 120 Volt PAC 2 M. Hot and neutral PROVIDE CRESTR(hINN UPS OR PR', ESSOR PROVIDE BACK UF1 TRACKING PR, ESS`OR FOR SYSTEM Atlantic PROVIDE INTERFACE TO FIE POLI E ALARM CALL i11Provide 1Volt ne CODE SYSTEM TO ALLOW OR IN (DUAL TRIGGERS CRESTRO(�11111181811��� hat and neutral — Beach OF LIGHTING IN FIFE SLEEPING QUATERS. . a Crestron 1 - Police 0 AV GRESTRON PROCESSOR. 0ROVIDE CODES TO AV 1 LIGHTING 120 Volts at CLW-DIMS 0 Department ONTRATOR FOR INTERFACE. PROCESSOR PANEL DIMENSIONS 20amps C CRESTRON #CLW-DIM,a PRONE PER EACH VIDE TCP/IP TO IT (24.25"H X 16.10"W X 5.82"D) �"•- LOCATION: TYPICAL OFFICE/DIMMING LOCATION COORDINATE WITH CLS-C6MW ZONELOCATIONOWRW TIDEEXOPANSION MODULE City of IT GROUP. PROVIDE SYSTEM iLux DESIGNATION D/C MONITOR DESIGNATION D/i Atlantic Beach 1 0 Z Schematic Design Architect hereby expressly r Q common lawt < �PYV EJ D property rights n these dram dawngs sM not be r without when pemission ar TO LOADSQ ®,i of the archtect, rior are tt assoead to any party w Q ON Or 1 1 1 obtciing written perrr�ssion ar ON FROM BREAKER PANEL Q ®;i 15.000 PROVIDED BY ELECTRICAL ,. revi�ons OFF CONTRACTOR 277 VOLT ®'r EJ®:i 6-BUTTON STATION 4-BUTTON STA11tPN LL CNX-B2-W CRESTRON #CNX-B6/X CRESTRON #CNr,X-B4/X 2 BUTTON ON/OFF NOTES KEY CRESTRO � DESIGNATION C3 DESIGNATION DESIGNATION C1 O1 CRESNET" CABLE: (1) PAIR #18AWG, 0 •IF, -1f -.11:Nl (1) TWISTED PAIR 22AWG W/SHIELD (BY E.C.) Sheet title RELAY PANEL PER AREADET ILS REFER TO r- A CNPCI-8 OR GLEP _ FORERPE 1014 TPS-4000 RP-1 TRU RP-9 MOUNTED CENTRAL CONTROL TOUCH ELECTRICAL IN CEILING CAVITY QUANTITY 9 PANELS SCREEN CRESTRON LOCATION FIELD LOCATE cafe, S AS SI-IOVVI UJSII VJ • drawn swc • checked swc 1 - approved swc CRESTRC N ONE LINE DIAGRAM date. E7.08 SCALE: NOT TO SCALE DATE • project no. 821-C • 1,eet E-7.08 i 1 2 3 4 5 6 -► ' 8 9 10 11 12 13 14 15 PLUMBING FIXTURE CONNECTION SCHEDULE ITEM DESCRIPTION WASTE TRAP VENT CW HW REMARKS PLUMBING SYMBOL LEGEND WC-1 WATER CLOSET 4" INTEG 2 1" - FL MTD FL VLV DUAL FLUSH 1.5 GfAL SYMBOL/ABBREV. DESCRIPTION WC-2 WATER CLOSET 4'� INTEG 2" 1" - WL HG FL VLV DUAL FLUSH ADA 1. GAL --•--SAN SANITARY PIPING ABOVE GRADE i UR-1 UKRINAL 2 INTEG 1-1/2 3/4" - WL HG 0.5 GAL ADA UR-2 UKRINAL 2" INTEG 1-1/2" 3/4" - WL HG 0.5 GAL SAN SANITARY PIPING BELOW GRADE L-1 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" CTR L-2 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" WL HG ADA -GR- - GREASE WASTE PIPING BELOW GRADE S-1 K - SINGLE kS SI 2 1-1 2" 1-1 2 1 2" 1 2" S-2 SI K - SINGLE SS 2" 1-1 2" 1-1 2" 1 2" 1 2" SS _ - - - - - - - - - VENT PIPING '� S-3 SINK - SINGLE 2" 1-1/2" 1-1/2" ( 1/2" 1/2" SS - - DOMESTIC COLD WATER PIPING �-• (' JS-1 j#NITOR SINK 3" 3" 1-1/2" 3/4" 3/4" FLR MTD EWC-1 ELLEC. WATER COOLER 2" 1-1 4 1-1 2, 1 2 - WALL HUNG DOUBLE ADA "---- -- DOMESTIC HOT WATER PIPING O EW-1 E)fWASH SHOWER 2" 1-1/2 1-1/2 -1/-2" SH-1 SHOWER 2" 2" 1-1/2" 1/2" 1/2" ADA FLOOR DRAIN V� CB-1 COMBO FIXTURE 4" 2" 1-1/2" 1" 1/2" - OCHUB DRAIN 3 kdftcb cnd Pbm CB-2 COWFIXTURE 4" 2" 1-1/2" 1" 1/2" ADA FLOOR SINK ISK Reeves V, FJUA Irn AA Reeves,, AIA, n PIPING TEE UP 333 khovAss Ava PIPING TEE DOWN k Fbkb am PIPING ELL UP WE =Stw3t ' - PIPING ELL DOWN ABBREVIATION CTR COUNTERTOP MTD MOUNTED WL WALL GATE VALVE NM AA000W FLR FLOG GAL GALLONS HG HUN& SS STAINLESS STEEL BALL VALVE FL FLU§H ADA AMERICAN DISABILITIES ACT VLV VALVA COMPLIANT PRESSURE RELIEF VALVE NOTES Z FLOOR CLEANOUT 1. X 2. XQ EXTERIOR CLEANOUT H 0 WALL CLEANOUT HOT WATER RECIRC. 'UMP SCHEDULE SHOCK ARRESTOR SCHEDULE POINT OF CONNECTION MARK HWRP'--1 P.D.I. SIZE FIXTURE UNITS ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR MANUFACTURER ARMSTf�ONG 'SA-A' 1-11 BFF BELOW FINISHED FLOOR MODEL - 'SA-B' 12-32 - CONT CONTINUATION VOLTAGE 120 'SA C' 33-60 CW COLD WATER (POTABLE) PHASE 1 'SA-D' 61-113 , DW DISHWASHER ,. RPM 1750 'SA-E' 114-154 DWG. DRAWING CAPACITY (GPM) - SA-F' 155-330 ECO EXTERIOR CLEAN-OUT TOTAL HEAD (FEET) - EWC ELECTRIC WATER COOLER FD FLOOR DRAIN Sims Wilkerson Cartier FCO FLOOR CLEAN OUT Engineering, Inc. GWH GAS WATER HEATER 12124 High Tech Avenue-Suite.200 MOTOR Orlando,Florida 32817 (407)380-0400 FAX (407)380-5900 FL. NIPPLE (TYPICAL) HB HOSE BIBB CERT.OFAUTH,NO.6106 HW HOT WATER 0 GARY A.WnXERSON,P.E.43167 HWRP HOT WATER RECIRC. PUMP 0 KYLE J.CARTIER,P.E.53269 PIPE TO SY§TEM SEE PLANS NIPPLE 0 HOWARD J.PAIGE,P.E.48198 FOR CONTINrUATION JS JANITOR SINK 0 JEFF A.KIRKMAN,P.E.65629 L LAVATORY 10050 O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED SA SHOCK ARRESTOR CHECK VALVE SAN SANITARY Atlantic BALL VALVE (TYPICAL) DIELECTRIC UNION UNO UNLESS NOTED OTHERWISE (TYPICAL) UB-1 UTILITY BOX beach VRV VACUUM RELIEF VALVE IN-THE-LINE CIRCULATING PUMP WC WATER CLOSET Police SEE SCHEDUILLE FOR CAPACITY, WCO WALL CLEAN-OUT [Department INSTALL PEf? MFGR'S RECOMMENDATIONS WH WALL HYDRANT IN-LINE CIRCULATING PUMP DETAIL wsB WASHER SUPPLY BOX Ci NOT TO SCALE 0t of GENERAL NOTES: Atlantic Beach i (� 1.i ALL FLOOR DRAINS SHALL BE PROVIDED WITH 1/2" TRAP PRIMER VALVEQ PIPING, AND FITTINGS. Z Schematic FIELD VERIFY ALL MEASUREMENTS PRIOR TO LAYING AND CONNECTING E)eSin ANY PIPING, NOTIFY ARCHITECT OF ANY DISCREPANCIES. Q PROVIDE SHOCK ARRESTORS FOR PREVENTING WATER HAMMER AT EACH 24" DIA. EXTRA HEAVY DUTY BATTERY OF FIXTURES ON THE COLD AND HOT WATER SUPPLIES. MM yy reserves 24" DIA. EXTRA HEAVY DUTY W ArCofect hereby e MANHOLE COVER & FRAME MANHOLE COVER & FRAME corm low and of FINISHED (TYP. FOR 2) FINISHED „ PAVEMENT PROVIDE SHOCK ARRESTORS AT ISOLATED PLUMBING FIXTURES. SHOCK �- prop" rights h these CtawngS, Th PAVEMENT LABEL AS SAMPLING BOX" ARRESTORS SHALL BE FACTORY FABRICATED AND LOCATED FULLY 3" VENT draot)gs shd not be reprod K TO ROOF BE SIZED PER PLUMBING ANDwfthXxft written ACCESSIBLE SHOCK ARRESTORS SHALL ��� -- --------------- DRAINAGE INSTITUTE STANDARD WH-201. AIR CHAMBERS ARE NOT of ithe Crchitect, nor are they to - --- ACCEPTABLE. 1��� � SAMPLING TEE W I a led to any party Without d MIN. ak MAINTAIN FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPINGQ. ObfO" wrttten P87islbn and c onsE n PENETRATIONS. rem= " INLET 76- L 4 0 4" 5 ROUTE ALL PIPING CONCEALED ABOVE CEILINGS WITHIN WALLS OR IN O � OUTLET OTLET CHASES EXCEPT AS SPECIFICALLY NOTED. LIQUID BEVEL n 4> 6' "`'" h- �. z PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NOV - C) " - ACCESSIBLE CEILINGS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPE . N z_ 0 6 RUBBER b 6" RUBBER _ BOOT (TYPICAL) 4 BOOT (TYP.) O N w J 6 DIA MIN. INLET a w 7 SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING Z 4 DIA. o N SOLID BAFFLE OR FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. DO NOT SCALE DRAWINGS. MIN. = ao CONCRETE BLOCK DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW GENERAL J a „ ROUTING. r LEGEND SCHEDULE 2/3L 1/3 L 8 VERIFY ELEVATIONS OF SEWER PIPING TO WHICH NEW SEWERS ARE TO B 36 CONNECTED ED PR IOR TO INSTALLATION ELATION OF ANY PIPING. DOTES AND DETAILS I_ O L 48 ,> \ 9 AALL NY AERTNTAKETHROUGH THE ROOF SHALL BE A MINIMUM OF 10'-0 FROM MUMBING �n 1 PROVIDE DIELECTRIC UNIONS 750 AT CONNECTIONS OF DISSIMILAR GALLON OIL AND WATER SEPARATOR DETAIL SAMPLING BOX DETAIL AR METALS. W • ��ode► As sHovuN NOT TO SCALE NOT TO SCALE 11. TH E CONTRACTOR IS EXPECT T • ED 0 ORDER MATERIALS IN SUFFICIENT TIM CkWI'1 SWC TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIV- ERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBS TITUT, OF MATERIALS. r� • gOix0ved SWC 1 ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE WALLS AND FLOOf • dfek DATE SHALL BE SLEEVED. SLEEVES SHALL BE SCHEDULE 40 PVC. ALL CO PPE PLASTPIPE INCTCOVERINGRETE BLOCK WALLS SHALL BE WRAPPED WITH UPC • pow na 821-09 O G °C . int P-0.01 a_ tli, - :�. 1 21 3 4 5 6 7 8 F9 10 11 12 13 14 15 A i 1 7�cb P B Ard�tects aid Pkmelrs LSK Reeves V, F AIA. Kevin Ratigan, AIA. Ian A. Reeves, AJA 333 ISL Knowles Ave. Whter Pak, Raids 32789 (407)647-V06 1518 Henry Street Ft. Myers, Ronda 33901 1 239-461-3944 B D E.8 ���Regstrzltion 1 ^ I C I ! P 3.01 CLOSET arm i-119 7' 3 rYf:SiYl ♦ �J..��:r:J:If,I'1Oi. ..� -. yam 1 .."--- - t _. .__ —.. __. _gre+.arw yr+_L., s .1_usu.e+xne.ed.r __ _ —_ --- — ----- — _ a -- - – – - –+- — – ., + I —' _T •I\. I -,2.�z __ ...._ J- - y I ',. --,1"�'/� FIRE _ EXTERIOR I I ---- -_. j it 1 , I I I � ,�- ,' ,' AKA A / .._ . RISER, ' ! , � I � :-. ,,,_ _.BRE ..__.AREA - - __ _ -- � -_ - -- i - - _ ELEC. _ -- PROP EYI - �i€ � , �,\ ... ............. .� :,:, ,, �/ `,�{ _ - _-- 1 �_ _:�- - , __ 3 ROOM STQ)R �! 41 v` 1-124a - 3 r CELL / t e :: I , � f -:5`, )J , - - £ i.i`✓ �B 151 i.1REf•N4 .t, p _ _�`-.�� L--_ :0."�R 1. _ ( ; �I I TACTICAL $. _ , I �,., _ __ .. __ --,i �':_ ,_ : I J=.FI�1: , FiL� I I I t � ! ---- ': I+ ''__ _.:/ ___ E..d .I I _ �' ----- - - 1 _ : : .I: r I 1 12� ��, MECH.rt"t. D I 1 i30 II ,% ; I, ��i 6 $: 'E hi � !i I-115 1-114 1 v / : I — !.• a 1, I -: :, ! i' I 1 / / I',i ,: ._. ;,e I ' � i _- ., t. - t,, : s ' 1-118 - .. `I ---- 1i r,- ! bi _ r \ v i LOCKER ; [i; ,I; i L7. : BOOKING LOCKER BRIER . ( p -123 i 129 _ !r ..,.:w ..www.: s 1 'i20 I` i-112 riA"..p 7i't L/1'�. ! ' '- � , r ; .. , I; , : I � 1, I I �_ : CURE , SALLY ORT I � :. .I I .: '� i _ �. ALL P t -- -- �_: . 1 i I./5 ,-.. i. .; .::: : _- I tII, , - :iN 1 W. g: I ST. - .. i �I�J•r. >' I i I \ \ i l,_/_: i - _ $ -- _ �a � r I t - --- -- - -- \ := r I, WOMEN MEN - -— --PATROL - _ �€ ,.- •: Iuru.wnr„i n,.aru..wrvuf"vu,:,.; I .. ,, \, / ;( ,;-- -- �, - , �'� _ r.. I �. I 1 , -122 �'1t ,:_. I: 1 121 !�" rl HUB --__: _ __, �J Tb S b 1',;; \(i p ■■ ,lr.r.--r- --- L Sims Wilkerson Cartier � o � "r \ -- , I �? ; I � I� _ _ 1 r; I � 1 Engineering, Inc. JulJUS.��EJ'1ALl=1: k” , I I � , ,1 — \ 1212 200 CELL • 1 4 High Tech Avenue Suite Orlando,Florida 32817 r, '-- _..__.,_., I I. ___�— _+• � __. _ --- � —_ �— '- t" I I I I 40 380-0400 FAX 407 380-5900 FL. ,€ __.... a '', __ ` .__ ___ J _ . _ -_._! -f---_ .: .,.......,__, - _......_ -..._,._...._._.4.,.x..:1 };.__. -- a \ —` -.:. a-- I I CERT.OF AU1II.N0.6106 _.i ww..«...w.w..........:...................w5 -.I�a a�I: _., t - J.,.. � .i :._..t i� _,..-_.. , -- -- �_- ----- ---__: , ......... -� _-----.. �-w�-�..-■ �as®�wew_.�:.nns .�t�w�t[r =�....—'i_..__-._. .'Nwif[ --._-___ ------- -._ '�' � �,.. . X -- O GARY A WILKERSON,P.E.43167 �— CORRIDOR 2'' D KYLE J.CARTIE P.E.53269 / i y \ r �. \ \ tcl-1 - J �r- i. r iP• / T r. - 0 HOWARD J.PAIGE,P.E.48198 r..„#� __ .-_. I _�'','k;-�--I• ... I, I 0 JEFF A. P.E.65629 / J 4 NEED Tfl COORDINATE / 1 t 0 -1 - L tl I P , I I TRENCH DRAIN DEPTH. , �.�,�r ,� �' 1 / ,w. r.,w ..,ww w y .w.... - z _.._- - ----------- I 1-10 i��7� i '''I I SEE YOUR SECTION. �5 ��.» /y� /i10050 ,. i $'jl I' ELEY.EtMI.FP. _____ ,/ !, 1 r ,, f/ rte, ' • i-141 / c� O1�1C1=R; r r t✓ / / -7 / / / .� .. .. Alert"I \ _ tr. � \ - Zr ^tel 1-144 / MASTR GORR{DC�R Atlantic a - x 1-14� _ 4 / , z. Beach - `� 2 RE C 1 ,\ VEST "STOf�. I— / f Police RECI 'T / --....� ! r / r .�,� jr 1-142 (. e f/ F� - � ' Department ARK,N/ i -1 JUY.FILE Rrz I- WO A City of , Or J , k 1 - / r NEED TO COORDINATE RAINWATER ; A r ,/ , „r Atlantic Beach , /r/ LEADER LOCATIONS � • ���� . _ '`� � !r'` T ` ,,' ; ��,';��` // ' `I , Schematic Design r NEED TO COORDINATE ROOF r4i' L �'' ♦♦' '%'/ e* )p1 feS21 , S XTH ♦ law a ppDRAIN V, r., 4 / ? 1x106 chitect hereby e r` 7 y- m :Ar i i ..... , , 3 I --- P--3.01 � � ^I to my party witho i r , � Obtamg Wrrften perrr�sdon arld < i F1 / / • ` F2 revLons I I U . , 1 i • sheet title FIRST FLOOR PLAI PLUMBING i FIRST FLOOR PLAN — PLUMBING �_;.ot FIR a t'-o” • scale. AS SHOWN GRAPHIC SCALE: 4' 8' 16' 32' W drawn swc • checked swc approved swc W • dates DATE (� • proiect no. 821-09 O . sheet P-1.01 x I 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 A GAS ��e a�� B Arc e'Cts cr)d PlClms LSK [Reeves V, F.AIA. Ke\*) Ra hgcm, AIA. km A. Reeves, AIA. 333 N Knowles Ave. wer Pak Ronda 32789 (407)c647-V06 1518 y Street Ft. M yws, Ronda 33901 � 239-�r161-3944 Na � � C I I ! I I , I TW OEI l : F �, D — --- -.- - ---- - k 7:- _ _ - --- - 1 ---- ---- 43 5ILK tv1CiEN E I I I I I I r�. SERVER a° .i ---------- I.T. i rl Mme,x 2-1[8CHIEF �3T. ow• ? u. „ - - - - NEED 6 WALL FOR 3 I I L 2104 I I. - ,. � ,� � � � ISI � �I 1 �, VENT UP FROM BELOW - -! NEED FOR' _ VIPNT BELOW a I I �$ 4 i II .,..,,> /� I NARC. ( ! � 4 } A.c r I 2 10 5 i - - -7,- i - TRAINIWs _r. ;'r- ,., -a.,..w: -- - -. _. '�j "�llf.lR�,... lf ----- F--- .- --- - _ Cartier -� �--� . �_ 123 l._ (I vf, - l _ -- -- - CAPON ' STOP. = j LAK �� 3CliRE -_- E _ __. _.. �[ ' �� I � guns Wilkerson swow � �, „ - L'� Engineering, Inc. a2-12i a, 2 11 �2 im9 �'�� STOR - - E= 2-120 �� Ji I' __ _ -� ! _- i , �I', 124 Hi Tech Avenue Suite.200 12-12 6a 12-10311 CUI'1h'1. Orlando,Florida 32817 ' ° Al j 407 380.0400 FAX (407)380-5900 FT. �µ� �-— ) LAB w��//w/]/��� �. � CERT.OF AU1II.N0.6106 ^ ' i 2-125 _ - ;RCti,; '_ :. a ? ,f - _ AN v j �J'TOR `. p1 tGARY A.WILKERSON,P.E.43167 Ev[�, �:, / '''.3 i ��', �, r----- - -, --_.- I(I - :., YLEJ.CARTIER,P.E.53269 a. - €� r!_�- -- -102 ....... EL. / y l - '1 [HOWARD J.PAIGE,P.E.48198 2- �!� F A.KIRKMANP.E.65629 -- -- zx�� w,. - i. �;.._ ,;..._ �_ �� - 2 13fJ �., rr � _ ,, 5�, r. _ - I .,; -_ - i' r I: - L r�_�. ,i -^^rw=.�,...,. ----- - Tom----- - -- ---— --- ------ -- —- -- STAIR - Z ---- ! 10050 - NEED 6 WALL FOR 3 �ll�l I� JAN. - OP - �I - rl v, [ a_- . h!"i� ADMIN �r �, " 2-12� 2-132 2-115 € ASST. VENT UP FROM BELO - __ -- - - 2-112 ',', VIII i' I� awe w�s•'4ie���— _—____..—.. ___ __ __ _-__- - __ _._ '' --____-__ __ --.-_ : !i��III - -- _ � 118 re zm sl n a 24 I {� -� �. - - �... - - _ ,, /'S TAIR ( � [_ \ �. ': O%dfttic rt CNP I NO.1 fi [N ST1 ATIbN �i I! II At I I �` `-- 1MA�;� ._..__ �,, -.. -- ------- -- --' — ;,� -- - -- - V�� A , E4) �...-,.�. --__ _ '____ ..___`___ 4�i ___ -- -- 1/ � /«�. %"p i Imo..�'.1' I : .CITROL� >I `f`_.—.. '.r �1i—^11I T Beach ST CORRIDOR pRz 2- 0 ! 12-126 1 _ C Police I , 2129, i 2 i31 �! _ „ ';��s��r �' „ �- L jl rl,' ii II ,v .F _,_-�,� ._/ /i; f=_7_ g� _ I,� _. �_ -i -- „ -- -- y. i ,. - ,. ., v s _.__�: — - r� i i - -- - -- ---- -- --- -�— __ ..._ ---- _ - _ - ----. Department l Cit of N � 1 y IJ��J i ___.__..._ ..._.___.__.. ._.__.__. __._._._._ _---.--- _.-..__....- ._._____._.... __._.__-....-.__ .- _..____..... ..�1�.____.. __.___ ___ i _.i __.___ ..__.__. ___ .__.___ _ -__. ._._ _-- __._.--.___._ _..-- ------- -------- ..-----..__..------- f ----- -------- .-_.__..-_- __....___ ._._--.__._ - - -.__..._------- ------- ------ -___--- ------ - -_ --- - - -- - - - - - - r - _._.._.._._ _1_._..... /�/� � t�� p r � Atlantic Beach �te/4Ja�-- AI's, I YI /�� � / � /�l Schernatic v _ Design MM - herebye e reserves his conTnon and other law coPY�t �' property rots n these drawings. These drawhgs shall not be reproduced without written perrris�on and consent ' �!'�' of the aX�ect, nor ore they to be f W 1�, to any party without first `: written pern*Abn and consent. revis= O B1 �\ i CI" F2 sheep title SECOND FLOOR T PLAN - PLUMBING sccfleI As s�-IovvN W (n drawn SWC . c�eked swc E1 (n • approved swc W • date, DATE 1 SECOND FLOOR PLAN - PLUMBING P-1.0 1/8" = 1'-0" rjRAF*IC SCALE: 4' 8' 16' 32' • 0 pl-�ct no. 821-09 0 . t P-1.02 i 1 2 3 4 5 g 7 8 9 10 11 12 13 14 15 ' � I i A�l , n C, , c, ; I _ -- -------- -..._ - ' -- _ --" --- _. ._-._ - - - r - - ... its . ...�- - -. _..._. -- - - - - - --...- - - -- — - -...- - - i 1 -- ??, r ! I ; I N I I a + a" �a I ; r r � k I rt y --------------- Xi /JZ � l ✓ j -•- i 1 ,rets cr)d P,r,ers .�----- --...._-- - --. ---- - ----�- _ -- --- � tSK, Reeves V. F.AIA. 1 Kev�! ® ;� I Ratigan AIA. A. Reeves, AIA. I I Y ✓✓C?�' �C - KnONVIeS Ave. I _ _ ---- 1 - 1Niit Ronda 32789 - - - - - 1 Pak \ � ------ ------111 j (4(J7�647--706 / + - --� - i'' - t ��� y Street F hAyers. 33901 ; i � I 14 239--461-3944 --------- _ CorpWRegfshatbn Na AACOOTW /A ; VENT UP 0 _,- ® ` - - 71--li'll "- 1 -tea - - ; C ���,� I I NEN T _. _ L._.-. I ; \ \ I_ --- - --- ---- -- ( - _--- -- I- '',, f;00, f---'; I I� ' • �. - -- u. _ __� __l D ®_ I j j "".;.moi ' p d o F� - -- C� ; _ 1�1I�11�1 -1�__I_�1�1ra_ II r .��' � ; I t. I i I C+k— VN I � :;A � I, t- J .i: �. I 1. I �(� i t ti t_ • } �� �_�_ .+�.� ; NEED TO EXTEND -�'------- ------- "-- -- !; WALL DOWN FOR ry'' -- I __ _ z_— - i - ,_ s Wilkerson Cartier WASTE FROM SINK. ( !, -_--- --_ I''', _ f_: r -- E _ I N _ l op i.- I . I M I _ I �.. J � Engineering, Inc. --- --- -- - --.-..- - --- - - — __ - --- - - - --- ------ - - - --- ---- a --- - " -- ___1____-______ - - - - — � 11124 High Tech Avenue Suite.200 Orlando Florida 32817 (407)3CERT 0 F A FAX (4 N08610900 FL. ii. --_. I j " - - 167 I ;GARY A.WILKE1t60N,P.E.43 d1;KYLE J.CARTIER,P.E.53269 --- / f I�� �� �T ' �HOWARD J.PAIGE,P.E.48198 [}1 JEFF A.KIRKMAN,P.E.65629 t O 10050 I Atl ltiC BeaCh i Z- Police Department 04 -- v:� r .� %' f _ _ _ _ _ ___ �, i 1, �Q. � ,� . O F ��� ., , - EQ. --- �: , ,� Atlantic Beach Z OVENT UP Schematic Design I Arcf rtect hereby eressly reserves his law copyrW crid other n % F� V oorfi non ..,.�.v. op „,...,... _ ------- -...__._ >�..,-r1 �. _. --------- X. -_ __----- - .------- ixY nights n these drawings. These drawrx�s shd riot be reproduced 1_L %� v - �r withot rt y#dtten perrrisson cr)d consent i, ��� /' � NEED 3-5/8" FURRED OUT architect, nor cre they to be ti of the W to ony withart fist SOLID CON"RETE WALL written pemission cnd consent. BELOW. SEI= STR L ObtC>niig RAWINGS. f ----------------------------------- -- 1� ry� , t title T ENLARGED FLOOR - � �- - O PLAN - PLUMBING I I - • Sc4e AS SHOWN W Cj) . dawn, swc . wed swc • gogoved swc W daf0- DATE proect no. 821-09 O CL . t P-3.01 i 1 2 3 4 5 6 7 8 10 11 12 13 14 15 ELECTRIC GONG (ON OUTSIDE WALL)— . FIRE `ROT CTIO SCHEDULE TEMP. ORIFICE A SYMBOL RATING TYPE SIZE K—FACTOR FIN Sid ACCESSORIES SELECTION — FLOW SWITCH 300 PSI WATER GAGE (2 REQ'D) (U.L./F.M.) 155'7 SEMI-RECESSED 1/2" 5.5 ! WIT WHITE ESCUTCHEON GA - k PENDENT \S 1557 BRASS 1/2" 5.5 CHROME EQUIPT. GUARD - G� SHOT GUN RISER CHECK UPRIGHT VALVE W/ FULL TRIM 155°7 CONCEALED 1/2" 5.5 W T 1357 WHITE COVER - Oe i (U.L./F.M.) 0 PENDENT PLATE 0 MAIN DRAIN VALVE (U.L./F.M.) , 2867 HORIZONTAL 1/2" 5.5 CH IvE EQUIPT. GUARD - B SIDEWALL Architects Cr)d PICfY1ers LSK Reeves V, FA IA. BUTTERFLY VALVE WITH 0 155°7 SEMI-RECESSED 1/2" 5.5 CH A. E WHITE ESCUTCHEON - Kevh Ratigan, AL TAMPER SWITCH. PENDENT Ian A. Reeves, ALA, 333 PL Knowles Ave. Whter Pak Fonda 32789 (407)647-706 FIRE HYDRANT FLOW TEST BATA IRE PROTECTION SYMBOL LEGEND -518 Street IRaba , TEST DATE: 10-13-200 239-461-3944 — MAIN DRAIN TEST BY: _ FIRE PROTECTION SUPPLY PIPING 2" MAIN SOLENOID VALVE WITH TAMPER SWITCH HYDRANT: _ rS C LOCATION: JACKSONVILLE, FLORIDA BUTTERFLY VALVE WITH TAMPER SWITCH FLOW SWITCH STATIC PRESSURE - PSI F C FIRE DEPARTMENT CONNECTION PIPING RESIDUAL PRESSURE: - PSI PIPE HANGER 6" WATEW SUPPLY FOR WET PIPE SPR1kNKLER SYSTEM FLOW: - GPM POST INDICATING VALVE FIRE DEPT. CONNECTION PITOT SIZE: 2-1 2 C C / HYDRAULIC REFERENCE NODE D FIRE RISER DETAIL POINT OF CONNECTION NOT TOS SCALE LE EXISTING SPRINKLER HEAD TO BE REMOVED rd� I I J *BBREVIATIONS - CONT. CONTINUATION BEAM CLAMP ' E10 EXISTING TO REMAIN N NEW HEADE Sims Wilkerson Cartier Engineering, Inc. F FIRE 12124 High Tech Avenue-suite.200 Orlando,Florida 32817 ALL THREAD ROD low = F FIRE HYDRANT (407)380-0400 FAX (407)380-5900 FL. CERT.OF AUTH.NO.6106 F C FIRE DEPARTMENT CONNECTION 0 GARY A.WnXERSON,P.E.43167 0 KYLE J.CARTIER,P.E.53269 0 HOWARD J.PAIGE,P.E.48198 PIPE RING F FLOW SWITCH 0 JEFF A.KIRKMAN,P.E.65629 SPRINKLER (RIPE PIPE HANGER RING I.T.T. GRINNELL FIG. 260 GPM GALLONS PER MINUTE 10050 PIPE HANGER RING P$1 POUNDS PER SQUARE INCH (WATER PRESSURE) 0 I.T.T. GRINNELL FIG. 69 PI ; POST INDICATING VALVE Atlantic PIPE 3 & SMALLER PIPE 4 & LARGER R RELOCATE HEAD NOTES: T TAMPER SWITCH Beach ��^^� 1. FOR NFPA ROD SIZES USE B317ONF OR SUBSTITUTE B3174. co POl1Ce 2. FOR FLANGE THICKNESSES GREATER THAN 3/4" USE IMIDE z JAW TOP C-CLAMP B3033. 0 Department U City of BEAM CLAMP ,Atlantic Beach PIPE HANGER DETAIL (U.L./F.M. APPROVED) N.T.S. Z Schematic 0 IDesign Q- m ,Architect hereby expre* resew oonwm law copyright cnd CARRIER PIPE property rights n these dra ht gs. �'/ c shd nod t be repro � wAtiout written perrrissorl rnd o VERTICAL CARBON STEEL CLAMP SUPPORT "B-LINE" N0. B3373 OR EQUAL. (vf the crctytect, nor ae they W ffAg)ed to cny perty wift= obtakft written permbsbn a-d « IL FLOOR O I I O M • reVISIM •.a a i i i 0 s�t ffle T' LEGEND SCHEDUL FLOOR SUPPORT �j NOTES AND DETAIL NOT TO SCALE �� FIRE PROTECTION sccie, AS SHOWN W • CheC/ed sWC • gDgoved swc MW • dates DATE I'1r (� • project no. 821-09 0 sheet FP-0.01 1 2 3 4 5 g 7 g 9 10 11 12 1 14 15 A B Architects cnd Planers I.SK Reeves V, F.AIA. Kevan Ratocin, ALA. Ian A. Reeves, ALA. 333 N, Knowles Ave. Wer PQk, Florida 32789 6a7 FIRE RISEO) C D E E.8 F G H .4 J K -5.6 / Street Ft Ft. Myers Fwcla 33901 MAY NEED TO SH8W SPRINKLER 239-461-3944 HEADS OUTSIDE OF BUILDING C,apor°te �� =- UNDER 2ND FLOOR OVERHANG. NO' �� NEED TO COORDINATE HOW TO INSTALL DRY TYPE SIDEWALL CLOSET C FIRE SPRINKLERS. 1119 55 - --- '�- - - -- � - -- -- BRE A /•'� '\ k, -. ELEC.0) ---- ', ,, }.� 133 ROOtl �Y M T �...._._ : ! '7" .F iML 1 'r__...��-..-._ '..� �5 - , :- � _., _. , - f �` p- - ,, --'--'` --- -1 :_ , ✓<.-. �� 1 131 II. ' r� «; • � t. � I 1 v I- M E/ € 1 TAC TICAL - E p� y � a.• �+ , /ti's ; � _,x - � + '� tIl 'l-FILE ' 1 124 t s�_ MECH. I; -15 1F-114 r 1118� I .1,.-. <., ��; ro'� ocKER -�' LT. 1 D v r ` 560046- LOCKER s � ('' SECUR.E i — -- rl _ '� _ _ RiEF1NCs (' i 116 y 1112 , i-129 1- 9 _- l� 01 1=120 5TU , i ---- �I . � :I `. i ' � ., �� � ''�� 1'113 , �-�,� ; -- y-, 1 A - n,. a ii �,. '.. ,„ $ECU1' E it ._-.-_-�: ._ _ t......t ib' ! ',: �'._. :: ; ALL PORT - , _ __._. >� � 1 �� 9._,/ * l / 1 13 ; ,:. EW _. (1.._..._. .-:Lc.�r7„df.,_l Ll _.<LI_ fll:....: .LII„' •— r�.r�, '. -. --.A, _.-._.. .h; L,A�"r NEED TO S:_ .. �r F ,: CUST T COORDINATE HOW � � �, � yG TO INSTALL WATER CURTAIN -7 V . -_�. . �, �! 1-1 Va FIRE SPRINKLERS) �; �. � �� o :� o I o ,� � � �� � PEST, -- O � I / • �, x , , y p. - _7 fP -- + - - � .o WAN �, h1EN �11� P Tz" _ L = SGT.1122 1121� ,•� �.��..�; 'lea°,; I'; a .+ - IIS >p` ✓ JUY, ALE .. • • - CELL -- ; 1-136 -. �, G :�� � .1��Ir r- ,.., �, Q �,.::�� ;� �:E 1-t08 1 131 ---- _� , ., �. - rr _ f )�I Sims Wilkerson Cartier --- - u - _ ---- r.. . �� t� �,f i ,r. IT/LII,LL� _ _ �.y, aCfff4tk � �_.,�.._ _ ', 1212 200 I , g, I •,� . , ''�' -; _ %. �- - ;' ,, °----- `` I f' l High Engineering,Avenue-Suite. _ CORRIDOR 2, Orlando,Florida 32817 4 -....._.. '.i r �; ill • , PATC4 ".; (407)380.0400 FAX (407)380.5900 FL. r— �,, / r: / 1-148 /� 0 1715 CERT.OF AUTH.N0.6106 �\ �� , S I 1 �,1,._ t , p� f J �".Xa ! (i �, --__ ---:- ..--�_._.i `C.- .:•- ___ r.,_• AK ISI I. � ; I I ,k �, :fie ! �• ".�v �, i 0 GARY A.WII.KERSON,P.E.43167 '�. ! I D KYLE J.CARTIER, .E.53269 .� "� �_ 1-101 �- max, xu4 I i O HOWARD J.PAIGE,P.E.48198 - �.y_ OFF / I /`3 � ��v � €, D JEFF A.KIRKMAN,P.E.65629 ,.._.._a r'1 141 ,moi_ ;� �� e (IL Jp' - --- _. — y- t ; �-�amt- --�--aLr<� -s-�-- �-.f-- --i 4 �,., i ,. _,... ,--"- -;j .L , ! . '.. �—t-�%`''''•'i�. —rte.. 1139 � € 4 � � � �”, ?`� % 100 ! 1 QTR.MASTER , s, f MAY NEED TO f � • r� �� SHOW SPRINKLER �._�. . RRID4R -F HEADS OUTSIDE OF BUILDING < yd L UNDER 2ND FLOOR OVERHANG. S F „ u I ,� r r - �� ��.. `x,11` « , , Atlantic ST ;`� NEED TO COORDINATE HOW %� 1_ r' fir 1-ice _a ,146 TO INSTALL FIRE SPRINKLERS. REC.SIIPF'L1 r l , i t �f _ Beach -- HORI,?ONTAL SIDEWALL WITH r� �� • 1-142 ; RD F ,, PT i ' EQUI GUARD % ��, �� . � �TPoliceE' (ELEVATOR) JUV.FILE,,, �` .., r` A L PENDENT OR INSTI�fUTIONA - � � ,�' ��' Department ;' Aj SIDEVIALL. t of UPRIGT ( 0 EQUIP GUAR N D Atlantic Beach UPRIGHT (WITH EQUIP. GUARD) I Z Schematic SEMI RECESSED PENDENT W r, J( J , I r� m � �+ i , " O � �y 15T FI_ CONCEALED PENDENT Design x - Q V / i r • , reserves _ _ f % 5 m Arcli9rf'ect hereby e�ressly sere / a , VERTICAL SIDEWALL lain/ copyright and of ( RO TECTS GLAS ) r � P S � these drrnungs. Th ; � t , c✓_,�� . , � rights �not be reKxoduc DRY PENDENT • � Fern scion and -_ D.P. COf1S architect nor are to ; F1 G 3 � of ithe y W to rn vvrtfiart DRY SIDEWALL Q written and c�rue � Y party F2 r, obtlipkn revisions _ O 4 r v f i o / sheet the Ei r FIRST FLOOR PLAN - 1 FIRST FLOOR PLAN — FIRE PROTECTION ARE PROTECTION GRANIC SCALE: 4' 8' 16' 32' scC1e. AS SHOWN W drawn SWC checked SWC . apprOVed SWC W r date. DATE 0 project r)o. 821-09 O w sheet FP-1.01 I 1 2 3 4 5 g 7 8 9 10 11 12 13 14 15 A I �e� B Arc htects cnd Planers LSK Reeves V, F.AIA. Ke\4n Rcrtigc n, A I.A. Icri A. Reeves, AIA. 333 N Knowles Ave. Witter Pais Maida 32789 (407)647-VM 1518y Street Ft Myerl & Fonda 33901 239-461-3944 Corporate Na AACOO� DUAL-ACTION MANUAL RELEASING STATION W/WARN ING NAMEPLA D RRE ALARM C ��} t E } E.$ F CONTROL PANEL C� � .4 K�SMOKE TOR. SILENT STROBE OUTSIDE OF ROOM. NOZZLE INSTALLEDAS I-NGH AS POSSIBLE. i I FIRE SUPPRESSION ---------- SYSTEM (BOTTLE) y - --- -- - -- - - - -- a. -- - - -- - - _ l. r SLKEvI 'E u ! ! - - - - - ,F I - -- ! I � L_.= t, .., .._.. i' ------------- -7- ----------_ f" I .:'. r "_--- .._�.,_ _...7. ( .- - _-_-_ - -_ __ X _........ i'1'-�'-.--� ', ST } MEC44. - _—_ — D _ 2-119 - ;, --------- F ...... L?. R1/ER ELEC. _ _ n i O y(( yam(( y�yp� ^ it � I � � I..( � -_ .?,/ \Q I I ,i-_ � � ! i � -"� . ��---- "1._.1@5 �Q CNIEF • - T. 118 —. 1�` h I : ` a-113 • • I ".I SUPPORT i' O � i �, SERV.I LT. wra��yrx•:x _�snr - -,, ----' w.. ...H C7.zr_z iI 2 ', i,; ; `, ; ,! ii I, I I • / a ''._. ,_ ._ . - ----- �i! TRAINING 123 a 122 r F 1. LZ: BREAK [ - 11 2-1�d7 :! __- - _ i:= X111 _ • $TOR ! CURE - ' UUEAPON STORT �iy.�� S 1 ` /fes .. — ;,, ..,.._,. k' -.,�, 4` i .' r. II '.'ij OR 2 121 - �I I ..y E?UI ISA t _•.---'..f :;...+- � �' �: � '.� � -.., T` ', _ '� I - I 2120 i ...., ,� �e ��t4 —Fi- I COMM. I I - v DOUBLE INTERLOCKED L _ LAB e --- -- - -;` �j Sl __ r_- I;II �j P ms Wilkerson Card RDS 2 -125 w 11� ;� aN ; [�. ��� ��r- 1 PREACTION SYSTEM # E - - ngin ng, Inc. :. I E D x �, 1 _ , i ` 7 Engineering, Inc vi ti n .M _ _ !' i l _ 121 Hi Tech Avenue Suite.2( 24 #f � Bh .i i 3;; �. � rr— . �i .. �:',. __ .; � I I', 111 .._:,.. ..� —. I - O --��-. '''� � I}i ''� -. .r-P' —_:� I - -- RETWL 4;-5 ,.._''- i _ . i ',, x E Orlando,Florida 32817 -. 111 NEED TO COORDINAT I 407 80-0400 FAX 407 80-5900 FL __ .. . ,..w. i I 2 1Zf� CERT.OF AU1'II.N0.6106 #I • e•I •STAT • �I {� I,� / ——— 1 _ } 1�Mw A®M11N. !1 „ - - LOCATION Evlia R �.- . Noori �. 6 i JAN. x 0 GARY A WIISCER90N,P.E.431 _ - . _ i. �, a-il �' ', { �: T !/% '..' • � E 0 KYLE J.CARTIER,P.E.53269 • -r „-- +:,,, �.. '-- ----' — --.-.J.—'-- — --- --e—. ____ ._..- ■�rrrr — — -- -------- --------_-_ _....._.--------------- 07 _-- _ .. ..® „ - - - _,_. ..._. _ - - 0 HOWARD J.PAIGE,P.E. 56 98 2-121 2-32 L 0 JEFF A.KIRKMAN P.E.65629 —"_—t` I -- �I ---, 'I l�' —r—,a TY�'e. I; // S ,'T0 : �,/ - -- ', - ,l/BTAIR ( �, Z 10050 Y A i/` r IN�STJ6AT II ! x 1 ( —_- - --__ or IMAI I / I NO.1 1 O : .T R,cR _ CONTROL _:._ -1}- - - ;% % / Rte✓E z r 'k 211 (yV FOR t- ____._ �_.�.-__—.�_ 30 `! -- • OR `` ti / ,. ;, 1III(III 5T � ,.------- CORRIDOR � - - Atlantic � � �, �_ - ,, _.... ter--_.�., ,_.,..:._...,....._.--;.-•-.,,.__ �I !r- .. __ - --- -.-... --- =1 -- I � . � ---- - - Beach . # f, �- _._. — v. %syr Police m r t Okll--:,�,/ D artmen r i e p r 't of OV��-L!�l�''�200� ��r�+il�',%rY� ';y Atlantic ea 1 HORIZONTAL SIDEWALLd� z / WITH EQUIPT. GUARD �T /� '� / '� h ' v Al _ i z " tic ' � ` Schema ' (ELEVATOR) / :- Design INSTITUTIONAL PENDENT OR , - r Architect herebya re, , 4 s common law copyr�t rn UPRIGHT (N 0 EQUIP. x/ ._ IxY rights n these drawin GUARD) : _" ����� � ` e drrnvrx,�s shall not be rq / 1 L UPRIGHT (WITH EQUIP. ��� �� without written pern cion and GUARD) i � � of the architect, nor are the SEMI—RECESSED PENDENT � � � I � as�grled to any party witl f% obtckng written perm�ion ate CONCEALED PENDENT 0 / - — • rev6S= O VERTICAL SIDEWALL Q UL (PROTECTS GLASS) I F2 I s I DRY PENDENT ❑ Q D .P. ` Z , I _ � sheet title ' SECOND FLOO r PLAN - FIRE co PROTECTION scales As SHOV ly j j • �.M cwn sWC r • checked sWC Co • improved sWC UJ I • dates DATE j I 1 SECOND FLOOR PLAN — FIRE PROTECTION -,.o ,�s• _ -ol• project no. 821-01 GRAPHIC SCALE: 4 S 16 32 . sheet FP-1.02