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ATLANTIC BEACH POLICE DEPARTMENT 20072 3 WALL / SYMBOL LEGEND 4 ROOM 20 Sr_ (300 GRO xUPANCY RICAL RM.' 6 PLUMBING FIRST FLOOR FIXTURE PER PERSON WATER CLOSETS - OCCUPANCY CLASS B: 1 PER 50 URINALS - OCCUPANCY CLASS B: NOT REQUIRED LAVATORIES OCC. CLASS B: 1 PER 8D UTILITY SINK, MOP_ SINK WATER FOUNTAIN- OCC. CLASS B: 1 PER 100 FIXTURE PER PERSON WATER CLOSETS - HOLDING CELLS LAVATORIES - HOLDING CELLS SECOND FLOOR FIXTURE PER PERSON 7 8 REQUIRED PER SECTION 403 FPC 2007 TOTAL REQUIRED BUSINESS OCCUPANCY: 74 OCC. PROVIDED (507. MALE/50% FEMALE) MEN WOMEN UNISEX MEN WOMEN UNISEX 1 1 0 3 4 2 4 - - 1 1 0 4 4 2 1 UTILITY SINK, 1 MOP 1 SERVICE SINK SINK AND 2 SHOWERS 1 4 MEN - UNISEX MEN - UNISEX 2 _ 1 2 - 1 2 - 1 2 - 1 TOTAL REQUIRED PROVIDED BUSINESS OCCUPANCY: 87 OCC. (50% MALE/50% FEMALE) MEN WOMEN UNISEX MEN WOMEN UNISEX WATER CLOSETS - 1 1 0 1 1 1 OCCUPANCY CLASS B: 1 PER 50 — 4- URINALS - - - - - OCCUPANCY CLASS B: NOT REQUIRED LAVATORIES OCC. CLASS B: 1 PER 80 1 1 0 1 1 1 1 MOP SINK AND UTILITY SINK MOP SINK 1 SERVICE SINK 1 SHOWER WATER FOUNTAIN- OCC. CLASS B: 1 PER 100 1 4 METAL STUD WALL UL 0465 (1 HR) PERCENT OPEN FIRE RATED WALL - — — — — - OCCUPANCY AREA 15 EXIT PATH TRAVEL DISTANCE TO AN EXIT �— —�-- — EXIT COMMON PATH OF TRAVEL . scale, OCCUPANT LOAD AT EXIT • drawn, SEMI -RECESSED FIRE EXTINGUISHER FEC CABINET - SEE 4/G-1.03 FOR DETAIL o FE FIRE EXTINGUISHER WALL MOUNTED ON . date, BRACKETS (TYPE 210ABC U.N.O.) b__6 WF WATER FOUNTAIN 4) EMERGENCY EXIT LIGHT SIGN AND EXIT DIRECTION NUMBER OF OCCUPANTS USING EGRESS X-- PROVIDED EGRESS CLEAR WIDTH XX REQUIRED EGRESS CLEAR WIDTH ROOM 20 Sr_ (300 GRO xUPANCY RICAL RM.' 6 PLUMBING FIRST FLOOR FIXTURE PER PERSON WATER CLOSETS - OCCUPANCY CLASS B: 1 PER 50 URINALS - OCCUPANCY CLASS B: NOT REQUIRED LAVATORIES OCC. CLASS B: 1 PER 8D UTILITY SINK, MOP_ SINK WATER FOUNTAIN- OCC. CLASS B: 1 PER 100 FIXTURE PER PERSON WATER CLOSETS - HOLDING CELLS LAVATORIES - HOLDING CELLS SECOND FLOOR FIXTURE PER PERSON 7 8 REQUIRED PER SECTION 403 FPC 2007 TOTAL REQUIRED BUSINESS OCCUPANCY: 74 OCC. PROVIDED (507. MALE/50% FEMALE) MEN WOMEN UNISEX MEN WOMEN UNISEX 1 1 0 3 4 2 4 - - 1 1 0 4 4 2 1 UTILITY SINK, 1 MOP 1 SERVICE SINK SINK AND 2 SHOWERS 1 4 MEN - UNISEX MEN - UNISEX 2 _ 1 2 - 1 2 - 1 2 - 1 TOTAL REQUIRED PROVIDED BUSINESS OCCUPANCY: 87 OCC. (50% MALE/50% FEMALE) MEN WOMEN UNISEX MEN WOMEN UNISEX WATER CLOSETS - 1 1 0 1 1 1 OCCUPANCY CLASS B: 1 PER 50 — 4- URINALS - - - - - OCCUPANCY CLASS B: NOT REQUIRED LAVATORIES OCC. CLASS B: 1 PER 80 1 1 0 1 1 1 1 MOP SINK AND UTILITY SINK MOP SINK 1 SERVICE SINK 1 SHOWER WATER FOUNTAIN- OCC. CLASS B: 1 PER 100 1 4 ASSEMBLY (A-3 UNCONCENTRATED) 1 /15 S.F. 423/15 = 29 704.8 FBC 2007 SECOND FLOOR OCCUPANT LOAD TOTAL 87 OCCUPANTS CLASSIFICATION FIRE SEP TIO DISTANCE 161 OCCUPANTS UNPROTECTED GREATER THAN - 0 FEET = 70 PERCENT TOTAL OCCUPANT LOAD I JNPRnTFCTED GREATER THAN FET = NO LIMIT 51` OCCUPANCY— PROPERTY STORAGE 98 SIP _ 1 (300 GROSS) FE-- _ —B I -- — -EALL AREA — __. — -- -- - - __ - J FICE ELEC. I I R.R. CELL_ ROOM 12a — % --- �/ 1-132 -I L' 1-12�� ; M E i BREAK RM. �� CLOSET ILE FIL — —� TACTICAL i ELL i I 1-124 1-119 MECWSRM Imo/ .. , 1-115 1-114 `rte' 1-126 .:.. ........... l _3:0:1 L' FE LOCKER LT. SECURE BRIEFIN .'.':EYE WASH / MOP BOOKI BOO INC 1-123 LOCKER 1-116 STOR. I 1-110 =SINK 1 g 1-129A [f-20 _ EMERCxENCY -- -- _ l 113 C — . .. SECURE INTERVIEW — ...... ... }SORT .......... .. VEST. 1- 1-138 1=•134...'...'..:. : I ts .. ... _ $2' OCCt�PANCY .. ti — WOMEN PA `� .'.' '.'.... '.PARKING ' :..' .. � � . ....'...'.'.' '.'....' � _ I � I-122 o a , I I-5EX COM UP -TGARAGE _ '� rl L I I-109 ROO 702.SF 1: 36 I JUv. / FEMAL I� I •Li L 'o 0.'GROSS)' O CELL Ji — O o — — - — —--_---- o r LL -7 FEC TRAYI=L DISTANCE TO AN EXIT = 131' / / FEC I - / D15r'AtCW I I 41 - 1-106 EAK O iL — — -- _ _ — T�RA'v'EL DISTANGE TO AN EXIT- 125' / R 1-10-11 o 'S1OCCUPANCY 37 STORAGE i 46 SF 8 (300 GRO55) 1 44- --- --- - - 'S1' OCCUPANCY ARMORY 150 SF (300 GROSS) ELEv. EQUP. I-141 OFFICER WINDOW QTR. MA5TER / I-140 REC. SUP'P'LY / RECORDS STOR. JUV. FIL � 1-146 STOR. 1-143 \ RECORDS W AREA q� 'B' OCCUPANCY q POLICE DEPT. \ TOTAL 6797 SF (100 CROSS) ' / I-147 SAFE ROOM Li -104 WF FEC 71 15 36 11 �/ � FIRST FLOOR PLS G-j.Qj SCALE 1/8" =1'-0' TOTAL WALL AREA UNPROTECTED AREA (OPEN) PERCENT OPEN 12 13 396.5 SF 14 15 g 10 11 . scale, 1/8" = Y -o° • drawn, DEB • checked IAR K . approved, IAR . date, FLORIDA BUILDING CODE 2007 New Construction 821-09 PROJECT CRITERIA - EGRESS REQUIREMENTS (PER C PT 10)= (FULLY SPRINKLERED) NEW BUILDING REQUIREMENTS OCCUPANCY CLASSIFICATION: MIXED: BUSINESS / STORAGE S-2 / ASSEMBLY A-3 OCC. TABLE 1015.1 SEC 1013.3 SE 16. TABLE 1005.1 SEC.1008 MAX. TRAVEL COMMON PATH MA DEA END EGRESS WIDTH MIN.CORR. MIN.OPN'G MIN.STAIR WIDTH SEPARATION OF USES: B / S-2: 1 HR (TABLE 302.3.2 -WITH 1 HR. SPRINKLER REDUCTION) TO AN EXIT OF TRAVEL CO DOR INCHES/OCC. WIDTH WIDTH B / A-3: 1 HR (TABLE 302.3.2 - WITH 1 HR. SPRINKLER REDUCTION) LEVEL STAIRS REQ'D PROV'D TYPE OF CONSTRUCTION II -B B 300 FT 100 FT 5 T .2 .3 44 IN. 32 IN, 36/72 IN. 44 IN, PROTECTED NO A-3 200 FT 100 FT 5 T .2 .3 44 IN. 32 IN, 36 IN, 44 IN. SPRINKLERED YES � NO [� 75 FT 2 T .2 .3 44 IN. 32 IN. 36 IN. 44 IN. S-2 UNLIMITED 4.2. EXC. 2) > 1/3 DIAGONAL DIST. EXIT ACCESS ARRANGEMENT (PER SEC 1 ALLOWED PER SECTION 503 FBC 2007 PROVIDED MINIMUM NUMBER OF EXITS (PER SEC 1 ): REQUIRED 4 PROVIDED + 1 PROVIDED AT SALLY PORT BUILDING HEIGHT 55' 32' PROVIDED 20' (70' TOTAL ALLOWED) FIRE PROTECTION REQUIREMEN- HEIGHT INCREASE (504.2) USINESS STORAGE NUMBER OF STORIES (BUSINESS) 4+1 = 5 2 S-2 1 HOUR 0 HOUR 1 HOUR BUILDING AREA (BUSINESS) 23,000 S.F. Per Floor 7,913 S.F. (1ST.FLR.) FIRE WALLS - AREA SEPERATION NONRATED 46,000 S.F. Per Floor . .) 6,728 S.F.(2ND.FLR INTERIOR BEARING WALLS, COLUMNS, BEAMS, GIRDERS, NON RATED NONRATED AREA INCREASE (506.3) TRUSSES, FLOOR CONSTRUCTION, EXTERIOR BEARING WALLS NON RATED NON RATED NON RATED TOTAL ALLOWED 69,000 S.F. Per Floor NON RATED NONRATED NON RATED 14,643 S.F. CORRIDOR TOTAL BUILDING AREA 1 HOUR 1 HOUR 1 HOUR VERTICAL SHAFTS/ENCLOSURES REQUIRED PER FBC OCCUPANT LOAD FIRE -RESISTANCE RATING REQ' S R EXTR. WALLS BASED ON FIRE SEP. DISTANCE OCCUPANT LOAD 2007 FIRST FLOOR - BUSINESS 1/100 S.F. / 6,797/100 = 68 ALLOWED PER SECTION 602 FBC 2007 INCIDENTAL STORAGE (S1) 1/300 S.F. 316/300 = 2 THE PROPOSED BUILDING IS APPROXIMATE 27 EET AWAY THE EXISTING CITY HALL BUILDING TO THE SOUTH PARKING GARAGE (S2) 1/200_ S.F. 702/200 = 4 FIRST FLOOR OCCUPANT LOAD TOTAL 74 OCCUPANTS PER TABLE 602 - DISTANCE GREATER TH 20 EET AND LESS THAN 30 FEET FIRE SEPARATION) RATING ZERO HOURS OF FIRE FOR TYPE II -B -BUSINESS OCCUPANCY UIR SECOND FLOOR - BUSINESS 1/100 S.F. 5,456/100 = 55 MAXIMUM AREA OF EXTERIOR LL PENINGS INCIDENTAL STORAGE (S1) 1/300 S.F. 743/300 = 3 PER SECTION SEE EXTERIOR ELEVATION 2/G-1.02 FOR ALLOWED OPENING AREAS/LOCATION ASSEMBLY (A-3 UNCONCENTRATED) 1 /15 S.F. 423/15 = 29 704.8 FBC 2007 SECOND FLOOR OCCUPANT LOAD TOTAL 87 OCCUPANTS CLASSIFICATION FIRE SEP TIO DISTANCE 161 OCCUPANTS UNPROTECTED GREATER THAN - 0 FEET = 70 PERCENT TOTAL OCCUPANT LOAD I JNPRnTFCTED GREATER THAN FET = NO LIMIT 51` OCCUPANCY— PROPERTY STORAGE 98 SIP _ 1 (300 GROSS) FE-- _ —B I -- — -EALL AREA — __. — -- -- - - __ - J FICE ELEC. I I R.R. CELL_ ROOM 12a — % --- �/ 1-132 -I L' 1-12�� ; M E i BREAK RM. �� CLOSET ILE FIL — —� TACTICAL i ELL i I 1-124 1-119 MECWSRM Imo/ .. , 1-115 1-114 `rte' 1-126 .:.. ........... l _3:0:1 L' FE LOCKER LT. SECURE BRIEFIN .'.':EYE WASH / MOP BOOKI BOO INC 1-123 LOCKER 1-116 STOR. I 1-110 =SINK 1 g 1-129A [f-20 _ EMERCxENCY -- -- _ l 113 C — . .. SECURE INTERVIEW — ...... ... }SORT .......... .. VEST. 1- 1-138 1=•134...'...'..:. : I ts .. ... _ $2' OCCt�PANCY .. ti — WOMEN PA `� .'.' '.'.... '.PARKING ' :..' .. � � . ....'...'.'.' '.'....' � _ I � I-122 o a , I I-5EX COM UP -TGARAGE _ '� rl L I I-109 ROO 702.SF 1: 36 I JUv. / FEMAL I� I •Li L 'o 0.'GROSS)' O CELL Ji — O o — — - — —--_---- o r LL -7 FEC TRAYI=L DISTANCE TO AN EXIT = 131' / / FEC I - / D15r'AtCW I I 41 - 1-106 EAK O iL — — -- _ _ — T�RA'v'EL DISTANGE TO AN EXIT- 125' / R 1-10-11 o 'S1OCCUPANCY 37 STORAGE i 46 SF 8 (300 GRO55) 1 44- --- --- - - 'S1' OCCUPANCY ARMORY 150 SF (300 GROSS) ELEv. EQUP. I-141 OFFICER WINDOW QTR. MA5TER / I-140 REC. SUP'P'LY / RECORDS STOR. JUV. FIL � 1-146 STOR. 1-143 \ RECORDS W AREA q� 'B' OCCUPANCY q POLICE DEPT. \ TOTAL 6797 SF (100 CROSS) ' / I-147 SAFE ROOM Li -104 WF FEC 71 15 36 11 �/ � FIRST FLOOR PLS G-j.Qj SCALE 1/8" =1'-0' TOTAL WALL AREA UNPROTECTED AREA (OPEN) PERCENT OPEN 1055 SF 396.5 SF 39.7 0 B C ee�S �r AN, CSO Architects and Planners IS.K. Reeves V, F,A.IA. Kevin Rotigon, A.I.A, Ian 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, AAC00T197 30'.3 1/2' F Atlantic Beach GLOBE POINT of EXISTING Police 27'-4 1/2° BUILD NG Department G City of 10- Atlantic Beach Schematic Design Architect hereby expressly reserves his II common low copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent Iof the architect, nor are they to be _ H assigned to any party without first obtaining written permission and consent • revisions J1- LIFE SAFETY sheet title FIRST FLOOR LIFE SAFETY PLAN . scale, 1/8" = Y -o° • drawn, DEB • checked IAR K . approved, IAR . date, DATE • project no. 821-09 • sheet G-1.01 2 3 4 5 6 7 8 9 10 11 12 13 1 1 14 15 lib SF STOREFRONT a EA SCALE: 1/8" = 1'-0" MOP I SINK I I EVIDENCE WORK 2-126a I EVID, RETRVL 2-126 2- I 'Ei rL-_­_ 2AI EVID. 0 H l3 11 16 15 14 13 12 Ii I@ 9 N11 l II sTOR. 43 [_iza 9 36 STOR. 2-129 12.5 SF WINDOW AREA WALL/ S _ - 40L LEGEND METAL STUD WALE UL U465 (1 HR) 'C FIRE RATED WALL OCCUPANCY AREA Date:-._ EXIT PATH TRAVEL DISTANCE TO AN EXIT EXIT COMMON PATH OF TRAVEL A �— —�- TOTAL - — — 5456 SF OCCUPANT LOAD AT EXIT (100 GROSS) EEC SEMI -RECESSED FIRE EXTINGUISHER B CABINET - SEE 4/0-1.03 FOR DETAIL ° FE FIRE EXTINGUISHER WALL MOUNTED ON BRACKETS (TYPE 210ABC U.N.O.) WATER FOUNTAIN ® EMERGENCY EXIT LIGHT SIGN AND EXIT DIRECTION NUMBER OF OCCUPANTS USING EGRESS „X PROVIDED EGRESS CLEAR WIDTH C VI V VI mlvV I MECHANICAL RM. ELECTRICAL RM. 164 SF 96 SIF N ELEC. 2-118 1 CPIF` l l i 4° I I SUPPORT 5ER_V, LT. 2 - I@8 'A U ANCY 2-117 I r3REAK ' 1 T00 ° O TRO�M I 5TOR, RM. -114 2 -III 2-109 423 SF y 29 OCC. CO (15 NET) _ ROO 2-10 2-116 I ~ A/V 2-110 - J ELEV. CONF. RM. ADjI -- 2 -115 A 55T. 520 21 22 23 24 ! 8 STAIR DN ANIMAL CONTROL _ - -�� - - ' g AREA �� 9 2-130 /CORRIDOR,TRAVEL D15TANGE TO AN EXIT = 111' ` a REFUGE NTo -131 � E TO AN EXIT = 180'_ XTERIOR FIRE 'B' OCCUPANCY RATED STAIR POLICE DEPT. ENCLOSURE TOTAL 106 SF 5456 SF (100 GROSS) AREA OFA REFUGE 1 SEECOND FLO 1.0SCALE: 1/8° = 1'-0" REQUIRED EGRESS CLEAR WIDTH I '0' a�1 G� Architects and Planners IS,K, Reeves V, F.A.A. Kevin Ratigan, A,I,A, Ian A. Reeves, AI.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 E I � I.T. SERVER - 2 I05 SGT. 2-104', F- --1 FIRE SUF'I RY . SS. J' I SECURE -- l F Atlantic STOR. f i l , 2 ,D3 Beach EQUIP. - I Police 5TOR, 2 1�2 Department G City of i P4rN Atlantic Beach -�= OF R4r 59 INVESTIGATION I Schematic (6 12-101 Design I -- - ----- ---- - ---- Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced j without written permission and consent of the architect, nor are they to be _ _ — — _ — _ _ _ — H assigned to any party without first obtaining written permission and consent • revisions J sheet title SECOND FLOOR LIFE SAFETY PLAN • scale, 1/16' = T-0" • drawn; DEB • checked; IAR K • approved, iAR • date; DATE PLAN -S"AAFETY -E • project no. 821-09 • sheet G-1.02 2 3 I 5 6 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI/1.11_263 (BXUV)-Continued Design No. U465 Nonbearing Wall Rating -1 HR. © © O p © O 1. Floor and Ceiling Runners -(not shown) -Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from No. 25 MSG (min) galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs -Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in, folded back returns, formed from No. 25 MSG (min) galy steel spaced 24 in. OC max. 3. Batts and Blankets*-(Optional)-Minerat wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4, Wallboard, Gypsum* -5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. tong, Type S self -tapping steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. American Gypsum Co. -Type AG -C. Boral Gypsum Inc. -Type BG -C. Canadian Gypsum Company -Types AR, C, IP -X2, SCX, SHX, WRC or WRX. Continental Gypsum Company -Types CG -C, CG5-5, CG6-6, CG9-9, CGTC-C. G -P Gypsum Corp. -Types 5, 9, C, GPFS6. Lafarge Gypsum, A Div. of Lafarge Corp. -Types LGFC6, LGFC-C. National Gypsum Co., Charlotte, NC -Types FSK -G, FSW-G. National Gypsum Co., Riyadh, Saudi Arabia -Type FR or WR. Pabco Gypsum Co. -Type PG -C. Republic Gypsum Co. -Type RG -C. Standard Gypsum Corp. -Type SG -C. Temple-Inland Forest Products Corp. -Type TG -C. United States Gypsum Co. -Type AR, C, IPA2, SCX, SHX, WRC or WRX. Yeso Panamericano SA de CV -Type AR, C, IP -X2, SCX, SHX, WRC or WRX. Westroc Inc. -Type Westroc Fireboard. 4A. Wallboard, Gypsum* -(As an alternate to Item 4) -Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1-1/4 in. Canadian Gypsum Company -Type AR. United States Gypsum Co. -Type AR. Yeso Panamericano SA de CV -Type AR. &B. Wallboard, Gypsum* -(As an alternate to Items 4 and 4A) -5/8 in. thick installed as described in Item 4. Joint covering (Item 5) not required. Canadian Gypsum Company -Type WSX. United States Gypsum Co. -Type WSX. Yeso Panamericano SA de CV -Type WSX. 5. Joint Tape and Compound -Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in, thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Furring Channel -(Optional -Not Shown) -Resilient 25 MSG gats steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. `Bearing the UL Classification Marking 7 UL DESIGN NO. U465 INTERIOR1 HR. FIRE RATED D 8 9 10 Fire Rating Study Appendix E Fire Resistance Ratings - ANSI/UL 263 (BXU\1 tJL - Underwriters Laboratories Inc. Fire Resistance Directory 2_00I - Volume 1 Design No. U906 3, Bearing Wall Rating - 2 Hr - - - - Nonbearing Wall Rating -2 Hr 4� 1. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollowor solid. Classification a2 Anchor Concrete Products Inc. Allowable compressive. stress of 57% of max allowable compressive stress in accordance with the empirical design method. Betco Block & Products Inc, DBA Arthur Whitcomb Westbrook Concrete Block Co. Inc. Allowable compressive stress of 75,61:o of max allowable compressive stress in accordance with the empirical design method. Mortar - Blocks laid in full bed of mortar, nom 3/8 in, thick, of not less than' --1/4 and not more than 3.1/'_ parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add r.•_ hr to Classification if used. Attached to concrete blocks (Item 1). i. Foarned Plastic" - (Optional -Not Shown) - 1.1,x'- in. thick max, 4 ft. wide sheathing attached to concrete blocks (Item 1). BPB America, Inc. BPB Celotex - Type Thermax * Bearing the UL Classification Mark UL DESIGN NO. 906 2 HR. FIRE RATED WALL (CMU). 11 12 13 9 1/2" SEMI -f EXTINC 5/8" G 3-5/8" ERTEN THE M' BATT FIRE EXTINGU15HER 4 FIRE EXTI -1.03J SCALE: 1-1/2" = 1'-0" Design No., 11.1419 Non Bearing Walt Ratings -1,"2 3 or 4 Hr.(: For Number of Layers and Hourly .Ratings. Sea .Item 4 (3X3A) r2� U J. Floor and Ceiling Runners -(Not shown)-Chanr froth min 25 MSG karrosion-protected steel; min v stud size, with mitt 1 in. long -Legs, attached to i fasteners 24 in. OC max. 2. Steep Studs-Channet shaped;`fab'ricated from m protected steel, min width as 'indicated � under Ii flanges and 1/4 in. return, spaced a�Max of 24 in. C to 3/4 in, Less than assembly height. 3. Batts and Blankets* --((Required as indicated un wool batts, friction fitted -between studs and runne as indicated under Item 4. See 'BaUsacid Blank Categories for` names- of Classified companies: -3A-Batts and Blankets* -(Optional) -Placed in stn fiber or mineral wool insulation bearin the UL Cla to Surface: Burning'Characteristics and�or Fire Resi :BLanket3'(09kV or 5Z1Z) Categoties for name's of 4. Waltbaard, Gypsum* -:Gypsum panels: with bevel :edges; applied vertically or horizontally. Vertical studs and: staggered one stud cavity an opposite s joints in adjacent layers (multilayer systems) stag! Horizontal edge joints and horizontal butt joints studs staggered a min of 12 in. Horizontal edge butt Dints to adjacent layers (niultitayersystems) . in. -7 ttnckness and: number of layers fior the 1 h ratings are as.foltows:. Watlbo'ard Protection cin tacb;Side of No. Of layers ' Min Stud And.Thickhess 1.Ong Depth.. Of Panels,.: 1 3=1/2 1 layer, 5/8 in. thick T 2:1/2 1 layer, 1/2 in. thick 1 .1-.5/$ 1 layer, 3/4 tri, thick .., 1-5/'S 2 tayers,.IA in:: thick 2 1-5/8 2 layers;. 5/8 in, t .lck - 2. :. 34/2 1 layer,: �/4 in,.thick :. 3 3 layers, 1/2 in. thick 3 1=5/8 .2 layels, 3/4 in. thick '3•. 1-5/8 3layers,,5/B in..thick 4 1-5/8 4layers'.;5/8 in. thick 4 1-5/8 ..;:;.:. ... 4: Layers; 1/2 in. thick,. ;. 4, 21/2... 2 layers, 3/4 in. thick,:..: Canadian Gypsum Co; -1/2 in. thick Type C, thick Type SCX„..0 .YdRX,:IP X1, AR, :C; V thick,ULTRACO,DE or':Type TP. -X3 Uhited;States.Gypsum Co.=1/2 in, thick 1 5/8 in. thick Type SIX, SHX, WRX; IP -XI, AR in. thick ULTRACODE;or,7ype.:IP-X3.. Yeso Panamericano SOLI de CV ---t-1/2 in. thick 5/8 in, thick Type.SCX, SHX; WRX, IP -X1; AR. in. thick i1LTRAC00E or 7ype.IP-X3.' UL DESIGN 1h, 2 HR. FIRE F-1 14 15 5/8" GYP, BD. ON t T%. STUDS PER PARTITION TYPE BATT INSULATION, PER PARTITION TYPE CONT. SEALANT BEAD, TYP, SEMI -RECESSED FIRE EXTINGUI6HER CABINET, TYP. ScAfvN Date: :OARD • � TH • • • • • • IONI FIRE EXTINGUISHER SECTI 160111001 10 0,1111111,11, 1 0 C D E Architects and Planners I,S,K, Reeves V, FAIA. Kevin Ro igon, A.I.A. Ian A. Reeves, A.LA. 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 F IAtlantic Beach Police Department � City of Atlantic Beach U -onal 1- 2 in. 0 'onal 0 -onal 0 'onat H 3 in. 0 2. in. or I X2; 5/8 in. or IP 2; 3/4 in. C, W oir IP -X2; WRC IP -X,2; 3/4 a C, Cor IP -X2; WRC IP -X2; 3/4 U 419 D INTERIOR STUD WALL i K Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent, • revisions • sheet title FIRE RATED ASSEMBLIES • scale, '762• FIRE° RESISTANCE DIRECTORY (BXRH) tems & 4) FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)--;Continued. • checked: 5: Fasteners -(Not shown)=Type S or S-.i2-self-drilUng;' self -tapping steel • approved screws used to attach panets to studs (Item 2) or furring channets (Item • date; 6). Single layer. systems: i in. long for 1/2 and 5/8 in. thick panels or 1-1/41n. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically. Two layer. s: First Layer- 1 in. long for 1/2 land 5/8 in. -thick panets'or 1-1/4 in. Long for 3/4 in. thick panels; spaced 1 - in., C. Second tayer- 1-5/8 in, long for 1/2 in., 5/8 in. thick panels .or.2-1/4•in. Long for 3/4 in. thick panels, spaced 16 in. 0C.With screws offset 8 in. from first layer. Three layer stems: First layer- 1 -it!. long fof 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer -1-5/8 in. Long far 1/2 in., 5/8 in, thick panets, spaced 24 in. -OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2-5/8 in.; long for, 5/8. in. thick panels, spaced 12 :n, OC. Screws offset min 6 in, from layer below. Four -layer systems:'First Layer. 1 in. "Long for 1/2 in., 5/8 in. thick panels, spaced 24 in: OC. hape %bricated Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 I to mmodate in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. a and rainy with Long for 5/8 in, thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long, for 1/2 in. thick panels or 3 in, long for 5/8 in. thick panels, spaced 5 MS corrosion- 12 in. OC. Screws offset min 6 in. from Layer below. 6. Furring Channels -(Optional, not shown, for single or double Layer 4,, m 1-1/4,in. Wds t be''cut 3/8 systems) -Resilient "furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24' in.- OC. Flange portion attached to each intersecting 1/2 tong Type Item Mineral )thickness stud with in. S-12 panhead steel screws. On 7. Joint Tape and., CoMpound-Vinyl or casein, dry or premixed joint (B or BZJZ) compound applied in two coats to "oiints and:screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first Layer of compound over all aviti any glass joints of outer panels.. . catio Marking as 8. Siding, Brick or Stucco -(Optional, not shown) -Aluminum, vinyl or ce. Batts and steel siding, brick veneer or stucco; meeting the requirements of Local ;sifie ompames. aqua or tapered code agencies, instaged: Qver gypsum panels. Brick veneer attached to studs with corrugaatteedd metal waU ties attached to each stud with steel 'not ' its c ed over of st s, Vertical J one d cavity. screws; more than each.sixth, course of bridle. 9. Caulking and Seatants*-(Optional; not shown)j-A bead of acoustical oppo a sides of sealant applied around. the partition .perimeter for sound control. United States.Gpsunl. Co.e. lype.AS is an horizontal *Bearing the UL Classificaddri Marking.; gered min'of 112 hr, 3 rand 4 lir . Min idrness Of I ulation 0 C D E Architects and Planners I,S,K, Reeves V, FAIA. Kevin Ro igon, A.I.A. Ian A. Reeves, A.LA. 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 F IAtlantic Beach Police Department � City of Atlantic Beach U -onal 1- 2 in. 0 'onal 0 -onal 0 'onat H 3 in. 0 2. in. or I X2; 5/8 in. or IP 2; 3/4 in. C, W oir IP -X2; WRC IP -X,2; 3/4 a C, Cor IP -X2; WRC IP -X2; 3/4 U 419 D INTERIOR STUD WALL i K Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent, • revisions • sheet title FIRE RATED ASSEMBLIES • scale, N.T.S. • drawn SR • checked: LAR • approved LAR • date; DATE • project no. 821-09 • sheet G-1.®3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1 14 15 GENERAL PLAN NOTES I, DO NOT SCALE DRAWINGS. 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 ENLARGED PLANS FOR ADDITIONAL DIMENSIONS A AND INFORMATION NOT INCLUDED IN TH15 DRAWING. A B C D D.5 E E.8 F C H HA J 3, REFER TO WALL SECTIONS FOR EXTERIOR IUALL CONTRUCTION. 23'-I1" 3'-i" 15' 0" 15'-0" 5'-9" 9'-3" 15' 0' 1\CD 62'-0" 16'- 15'-0" �� 15'-0" 15'-0" 15'-0" e 8. ------- — — PCNA 4" -(y -011 7'-6" 3'-e" 3'-e" 1' 6" 3'-9' 3'-2' e' -91i ((���----------- 1'-4" CHASE \f�G \ \�J ACCEEG - _ `r FIRE V 1133 RISER O ELEC. PROP.I EVID. o C3 ICE �' I --- -=---- ./O ::_. EXTERIOR -/7 L ---BREAK ARa------�L-------- G4 ` - - G4 G5 - ;o o � �O n, _ - �+'� ...� I— I IIS - -133 �r R. 1-124a I —I— ROOM � STOR. I � D — _ t �e e� B Architects Planners I-132-1 l245 L .�• I 1246 — I-127 M E _ _ _ LOSET I h 115 1114 I and Reeves V, F.A.IA. Y .+ ` .� I BREA RM. TACTICAL �;, .+ E �m - — E FI I ��1 - �S� , Kevin Ratigan, A.LA. >, 1132 131 _ {. I — I-130 B 1128 I 1121 iSW ..�► } -12 \ I I 1119 B I �3 MEGHSRM. I 1-115 I-114 _ Ian A. Reeves, A.I.A 4 0 _ �� 13 4' 12 I1 �� 8 -8 T'-4° SW4 15' " 5' 8' 5' 0" vr' 1 7' 3" 3' I" �, -01, w 101-11,11 0 - - rT 11 - 1 333 N. Knowles Ave, L - - I — -� � BOO � INC' I-126 ' �� — /LOCK R 5 h � - LT. ' SECURE LT. _ ,! --BRIE Fitd �„ Winter Park, Florida 32789 - (407 647 1706 ` � L1 135 1, ITo -135 �►ttr BODKIN0 / I�,. 1-129 ; _ 1- 9 , • { �_ , , , �+ � +� '�, I � � -1 1 0 V 112 W3 ; 1244 � -123 A /LOCKER — —J \ � 3 � � � 1-120 � — I I -116 � 0 ST R, ( - e I ;' -11 1-112 _, � -.� _ 2 i i �-„ 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 VEH LEgA 1130 1244, 3 I WI ° ® 11�-113 - -- - Corporate Registration No. AAC001197 LLY P OP`T i -VEH _ S T. INTE IEW I I WS W� XX N - n,-1341 17.8 6.5' L _XX 17.8 I _ _ _. (I 13 2 I I O F., }` 1.1340 1.125 ? o C i� �" I I ��� 1_110 -- /� - �� C _ - I i 1136 ••r`�r ar si r► •r aar WOMEN EN 1-122 1-121 e _�, i i PATROL _ SGT. e I- 1 -III I HUB 1 111 l W6 I SE I _ � SWI I �L�MALJ v. r;ii—— _ coM ROO -- —— v 1 1-1486 1122 1.121 � -- 1 10 - 34 �. I I FSR R4� I s` _ — �� - ® 0 I - 4 B 17 �1 A0 9 -.� ` — — — — — — FI RATED — —UJ5 Ill lob! Im9 —: — ----__ — i m 1484 `� L1-148 \ EXXX — 416 ; �,REzarE i — — --- / DOOR �' [SPATCH `�XX DISPAT H, - xati tit. ttrtr x. rt 1139 ! W9 - 140 41 �, LU R �I ," I -106 _ 1101 IBRE i - 0 _ XX UP -� / m- �- I / ��n M E LEV. EQUIP, � \\ ELEOTROM 1-10-1 3 — —---------------_— J^ ( — -- -- - — — _ — — — — �R�►•� 1-139 'l ' OFFICE - - :I-14 I-144 y�, B �� SPEAR o - - R. 7,2TR. MAST R f / ORRID R I / / 7 / / ° °° •'' _ Q -140 JREc. SUPT L Y Q / / / Q 1-147 n Im56 2 8 / - O 4' 8' i 4° i�,� I-142 � 0 5/� __, `� J� JUV. FIL -14 << �� / /ST / / Im4G FIRE % PUBLIC 121 - VEST. / 11 A lo ` 9" / STOR.�� I4 �o / // 1- 46 / -105 TO"LN1TS SECURE PARKING / / %��! ( a V SAFE` OM `� /.. � RECO DS / 1-1046 WOR AEA �, -14" N / / . k m3 Al ,� —,,, 1.1044 2 / // m2 / 3 02 ' ^4 A / \ t EMERG. �U� ��IOJr a. GENERATOR F Atlantic S�CuRIT1- B1 9�'�i7j7s:�N ' 1.101 / �. Cl 5 \ Beach � -' Police ,s, C1 � F1 N F2 / F3 Department 6 City of G 77,3" Atlantic Beach ofi D1 / Schematic D6 ' Design Architect hereby expressly reserves his El common law copyright and other property rights In these drawings. These drawings shall not be reproduced _ FIRSTFLOOR PLAN without written permission and consent of the architect, nor are they to be H assigned to any party without first SCALE: 1/8" 1''-0" GRAPHIC SCALE: 41 8' 16' 32' obtaining written permission and consent, • revisions WA TYPES j BRACE TO STRUCTURE AS REQUIRED BOTTOM OF STRUCTURE METAL STUD TO TERMINATE AT METAL DECK WITH MIN, 20 GAUGE METAL STUDS �, • sheet title METAL DECK, TYPICAL CEILING SYSTEM AS PER REFLECTED CEILING PLAN BRACE . 2 STRUCTURE AS REQUIRED WITH MIN. 20 GAUGE METAL STUDS CEILING SYSTEM AS REFLECTED IRE STOPPING, Tl-:-lCAL ALL PENETRATIONS _ CEILING SYSTEM AS PER REFLECTED CEILING PLAN ° SEE FINIS WALL FINI HE LE FOR BRACE TO 5TRUCTURE AS REQUIRED � WITH MIN, 20 GAUGE METAL STUDS FIRST FLOOR PER O SEE FINNISH SCHEDULE FOR WALL PLAN s � CEILING PLAN � CEILING SYSTEM AS PER 1' FINISH FILL ALL L5, 3 5/8" OR 6', 18 GAUGE, METAL I 3 5/8 OR 6 METAL STUDS � °` � SEE STRU RAL WGS CEILING SYSTEM AS PER STUDS 1@ 16'O.G. REFLECTED CEILING PLAN 6"OG 8" REINFORCED C.M.U. i � FOR REIN CIN REFLECTED CEILING PLAN UNSECURED SECURED 3 5/8" OR 6" METAL_ STUDS, SEE 5/8" MOISTURE RESISTANT GYPSUM WALL EXTENDED MINIMUM 6 INCHES ABOVE CEILING I HOUR FI T BALLISTIC LEVEL 3 RATED FIBER - GLASS PANEL BEHIND GYPSUM 5/8" GYPSUM WALLBOARD TO METAL DECK BOTH SIDES 3 5/8' OR 6" METAL STUDS e 16"CL. PLAN FOR SIZE, 16'0.0. WALLBOARD S" REINED ED U. BOARD, THREAT SIDE ONLY • SCale, scale SECURITY MESH 9 GA. EXPANDED 5/8" TYPE X GYPSUM BOARD TO EACH O 5/8' TYPE X, G1-PS.IM IUALL50ARp 5/8" GYPSUM WALLBOARD 5/S" GYPSUM WALL50ARD ON i/8" HAT CHANNELS TERMINATED 6 WALL EX a FLOOR T ED ECK ROM BOVE NON -THREAT THREAT SIDE • drawn, DRAWN BY, STEEL DIAMOND MESH, SIDE OF STEEL STUDS TILE WHERE INDICATED IN FINISH SCHEDULE ABOVE HIGHEST POINT OF CEILING CEILING EM S PER SIDE 3-5/8 OR 6 METAL STUDS e 16 O.C., • checked, CHECKED BY BATT INSULATION AS REQUIRED, BATT INSULATION AS REQUIRED, SEE PLAN c BATT INSULATION, TYPICAL REFLECT BASE PE EIL III G PLAN CHEDULE SEE PLAN FOR SIZE 5/8" GYPSUM LUALL50ARD K t approved, APPROVED BY. SEE PLAN FOR LOCATION BASE PER FINISH SCHEDULE PER FINISH SCHEDULE BASE PER FIN15H SCHEDULE FLOOR FINISH FINISH DRY SIDE I WET SIDE BASE PER FINISH SCHEDULE FINISH BASE PER FINISH SCHEDULE FLOOR FINISH PER FINISH I FLOOR FI PE FINISH 'll BASE PER FINISH SCHEDULE • date; DATE FLOOR FINISH PER FINISH SCHEDULE FLOOR FINISH PER FINISH SCHEDULE PER SCHEDULE LBASE FLOOR FINISH PER SCHEDULE SCHEDULE SCHEDUL FLOOR FINISH PER FINISH SCHEDULE 821-09 • project no. • sheet A-1.01 WALL TYPE W-1 NOTATED, SEE PLAN WALL TYPE W-2 WALL TYPE W-3 WALL TYPE W-4 WALL TYPE W-5 WALL TYPE W-6 WALL TYPE W-9 SECURITY WALL - METAL STUD WALL TYPICAL METAL STUD WALL 71 HOUR FIRE RATED STUD WALL WET WALL - METAL STUD WALL REINFORCED - CMU WALL BALLISTIC STUD WALL 2 3 I I 6 7 8 a AB C D 75 E I I I I I I ------------------- --------- ---- i L2 _ I I I I BULK EylDgNC4 I I I I I I C4 C1 V I I I PTo AG� I I I I I I I I MECH: 10 11 12 13 E.8 F G H H.4 J01 = -------------------- ---------------------------------------------------------- 4 ------------------------------------- ---- -----4'liI C7 C4 r� 12 roil I CEE, ri —�—��_• � ri 0 i p 2-104 2 1266 LA 2-116 2-I _ a_ l — ( i��I ® A/V STOR, ��`` i 2 - l lm `" 1 12-102 21(02 EVIL). - (f 1 l 4 ,�- 2125A - 2-120 — — — — �1 i RETRVL — O 2101 2 IID6 -s c u i :4. XX EVIL). STAIR / I Hill"] ._. XX `" F 2-126 1- - XX 1 DROP NO.2 XX I ELEV. I ADMIN. 2.101 — — — 1 __j - — XX -J 131 -------- — -- XX I L � I ass.�'_� I- I — \ U115 FIRE RATED CaLAZfN6 I 23 22 PI 20 H IB 6 6 W L3 I2 II 10 9 — 0 19 2 21 22 23 24 JAN. / 2-121 i I / I- _ I — — i 2 106 Clm 1 2-1RT.. DN �} �I �.. 2115A / STAIR DN IN ION L3 �.-1.>4NIMA'C� I( XXL 2-112 NO.] / L I i —__ 'TT_ ARXA XX O / - - /� � 2 Dl i FOR, h CP cc RIDORe 2 -130 / Rewe / I - — - I SiroR.; 2.129 2.130 I I / N To I -11- 1f-- — —I E s � I �-- -- - —i-- -- - _2�-12 3 e n - — ,r� zr E7 - -- _ - L---------------------------------- Al \ 5 01 / SECOND FLOOR PLAN SCALE: 1/8' - 1a-0" C1 D1 GRAPHIC SCALE: 11% 32' E 15 SC O A C IJ E Architects and Planners I,S.K. Reeves V, FA1A, Kevin Ratigan, AIA Ian 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 F Atlantic Beach Police Department G City of Atlantic Beach Schematic • checked, CFECKED BY, K Design Architect hereby expressly reserves his • approved, APPROVED BY, common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without first obtaining written permission and consent, • revisions J • sheet title SECOND FLOOR PLAN • project no. 821-09 • sheet A-1.02 • scale: scale • drawn, DRAWN BY: • checked, CFECKED BY, K • approved, APPROVED BY, • date, DATE • project no. 821-09 • sheet A-1.02 2 3 W 9 4, o Cti ti? 1 7 9 12 D� E E.8 F G � H.4 I I I I I I I I I I I i ew��ow�`o�°►`_�� aa�. e.;soo`?.aa�.�'al���'�wvesooa�o��®�*� •rr� : Pr�r•�r� civ. �-ti.t,�v. � � I ' - ►� *a�.�:a� .111 imi illrmn....ri� �ii�r_��_�i v v Hwy-����ry,������ ,. ";• �/ \ � ��_ . 0 13 1■ 1 14 15 INN !.- a< �[/�r 32' a EXPOSED FLUORESCENT LIGHT WALL MOUNTED LIGHT FIXTURE LINEAR FLUORESCENT RECESSED LIGHT �� 5EGURITI' GRADE CEILING SURFACE MOUNTED SURFACE MOUNTED FLUORESCENT LIGHT ® Schematic GTF`&UM BOARD CEILING ■Alii Architect hereby expressly FIXTURE -CEILING MOUNTED ;;�■■■■■ -• . ;■■■■■■ FIXTURE - WITH LENS property rights in these drawings. These • ,, OMEN■■;�1■■■�l■ E■■■Cm,,11■ COVE FLUORESCENT LIGHT - CEILING RECE55ED DOWNLIGHT FIXTURE O UNDER CABINET FIXTURE WALL MOUNTED INDIRECT / DIRECT LIGHT�� FLUORESCENT NIGH BAY FIXTURE (5usperded) 0 obtaining written permission and consent. • revisions t ■i■■■■■■■ PARABOLIC REFLECTOR EXHAUST FAN =J //■��■•'■■E EMERGENCY EXIT LIGHT INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) 1 / ■■■•,■�1■11 Nis 1 1WEI I ■1�■ ■■■ ■■�I ON 0■,;11■1 1■11 I ,%`; �;� ,� C. ��� . 111111 son JMEN 11 � �1■I I ■ems ■111)- ,.�R■■■■ ■I/■ ••�/■ Il1 0111111 t ° ;■rte■■■i■■■ire■■°I%I MEMO limilooll IN I. /.. '' 1C ■■u ►-" ■■L� o 0 0, ! - ' " ;Gil■■■■A■IEE■ GII■�!■■ I■I CO■■m■■ , ,•�• °Ion ► ► , Illl■�■ I■IES■C_E 1 a o , ►ONEIMMMII�i■ME■ - • I IAS■■■■ I■■vI0■■■ ... ' _, 1■M .- ►. ■I■■�■Ifil�■■■■■���■� ��■►1C�■■JO." Al F1 ■ 1%N 1�■a���I������P41iG.11LNWA 0, am INN !.- a< �[/�r 32' a EXPOSED FLUORESCENT LIGHT WALL MOUNTED LIGHT FIXTURE LINEAR FLUORESCENT RECESSED LIGHT �� 5EGURITI' GRADE CEILING SURFACE MOUNTED SURFACE MOUNTED FLUORESCENT LIGHT ® Schematic GTF`&UM BOARD CEILING Architect hereby expressly FIXTURE -CEILING MOUNTED LIGHT FIXTURE FIXTURE - WITH LENS property rights in these drawings. These drawings shall not be reproduced . COVE FLUORESCENT LIGHT - CEILING RECE55ED DOWNLIGHT FIXTURE O UNDER CABINET FIXTURE WALL MOUNTED INDIRECT / DIRECT LIGHT�� FLUORESCENT NIGH BAY FIXTURE (5usperded) 0 obtaining written permission and consent. • revisions PARABOLIC REFLECTOR EXHAUST FAN INSULATED METAL F'ANEL SOFFIT 2x2 ACOUSTICAL CEILING GRID EMERGENCY EXIT LIGHT INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) RETURN AIR 5UPPL`r AIR ® A C B Architects and Planners 10 0 E I,S,K, Reeves V, F.A1,A, Kevin Ratigan, A,I,A, Ian A. Reeves, ALA 333 N, Knowles Ave. Whter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No, AAC001197 Atlantic Beach Police Departmeni City of G Atlantic Beach Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revisions • sheet title FIRST FLOOR REFLECTED CEILING PLAN • scale; scale • drawn, DRAWN BY • checked, CHECKED BY, • approved, APPROVED BY, • date DATE • project no, 821-09 • sheet A-1.51 2 3 CEILING PLAN LEGEND 4 5 6 7 8 9 10 11 12 13 A B C D D.5 E E.8 F G H H.4 J G.W.B. ATTACH D TO G15. ATTACHE TO UNDERSIDE F NDER51DE F STRUCTUR STRUCTUR I ,EL"Alf-mm'., 120 N I G.W.B. ATTACHED TO / UNDE:RSIDE OF STRUCTURE Al G.W.B. ATTACHED TO UNDERSIDE OF / / STRUCTURE / / x \ / 5 B1 F1 � F3 C1 / / F2 6 D1 / D6 / E1 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" - T-0" GRAPHIC SCALE: 41 S' 32' M 15 SCA oats. �V�'�j EXPOSED FLUORESCENT LIGHT WALL MOUNTED LIGHT FIXTURE LINEAR FLUORESCENT RECESSED LIGHT 0 SECURITY GRADE CEILING SURFACE MOUNTED SURFACE MOUNTED FLUORESCENT LIGHT Atlantic Beach Schematic APPROVED BY • date, Design FIXTURE -CEILING MOUNTED LIGHT FIXTURE FIXTURE - WITH LENS property rights in these drawings. These GYPSUM BOARD CEILING COVE FLUORESCENT LIGHT - PARABOLIC REFLECTOR CEILING RECESSED DOUINLIGHT FIXTURE O UNDER CABINET FIXTURE WALL MOUNTED INDIRECT / DIRECT LIGHT FLUORESCENT HIGH BA1' FIXTURE (sus erded) p 0 obtaining written permission and consent • revisions WSULATED METAL PANEL SOFFIT EMERGENCY EXIT LIGHT ® INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) RETURN AIR EJ SUPPLY AIR ® EXHAUST FAN 2x2 ACOUSTICAL CEILING GRID L C C I I Geo Architects and Planners I.S.K. Reeves V, F.AIA Kevin Rotigon, A.A. Ian 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 • sheet title SECOND FLOOR REFLECTED CEILING PLAN scale, City of G DRAWN BY, • checked, Atlantic Beach Schematic APPROVED BY • date, Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without first obtaining written permission and consent • revisions • sheet title SECOND FLOOR REFLECTED CEILING PLAN scale, scale • drawn, DRAWN BY, • checked, CHECKED BY, • approved, APPROVED BY • date, DATE • project no. 821-09 • sheet A-1.52 2 3 CEILING PLAN LEGEND G' T A 5 6 8 9 10 11 12 13 is 11 14 15 D D•5 E E.8 F G H H.4 G.W.B. ATTACH D TO G.WB. ATTACHE TO UNDERSIDE F UNDERSIDE F 5TRUCTUR STRUCTUR I I I I I I I IR G.U.B. ATTACHED TO / UNDERSIDE OF STRUCTURE Al G.W.B. ATTACHED TO / UNDERSIDE / DER DE OF / / STRUCTURE / \ / 5 11311 F1 � F3 C1 F2 6 D1 / 06 / E1 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" ® T-0" GRAPHIC SCALE: 4' S' 32' vote. �N Fo EXPOSED FLUORESCENT LIGHT WALL MOUNTED LIGHT FIXTURE LINEAR FLUORESCENT RECESSED LIGHT c� SECURITY GRADE CEILING SURFACE MOUNTED SURFACE MOUNTED FLUORESCENT LIGHT Atlantic Beach GYPSUM BOARD CEILING Schematic FIXTURE - CEILING MOUNTED LIGHT FIXTURE FIXTURE - WITH LENS Architect hereby expressly reserves his COVE FLUORESCENT LIGHT - CEILING RECESSED DOUNLIGHT FIXTURE O UNDER CABINET FIXTURE �= WALL MOUNTED INDIRECT / DIRECT LIGHT FLUORESCENT HIGH BAl' FIXTURE (Susperded) 0 drawings shall not be reproduced PARABOLIC REFLECTOR and consent of the architect, nor are they to be H assigned to any party without first INSULATED METAL PANEL SOFFIT EMERGENC`r EXIT LIGHT ® INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) 110 RETURN AIR EJ 5UF'PLY AIR ® EXHAUST FAN ® 2x2 ACOUSTICAL CEILING GRID A I: C N E Architects and Planners IS,K. Reeves V, FAIA, Kevin Ratlgan, AIA Ian A Reeves, AIA. 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 Atlantic DepartmentBeach Police • sheet title SECOND FLOOR REFLECTED CEILING PLAN . scale; scab • drawn, DRAWN BY. • checked; CHECKED BY, • approved, APPROVED BY • date, DATE • project no. 821-09 . sheet A-1.52 City of Atlantic Beach Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revisions • sheet title SECOND FLOOR REFLECTED CEILING PLAN . scale; scab • drawn, DRAWN BY. • checked; CHECKED BY, • approved, APPROVED BY • date, DATE • project no. 821-09 . sheet A-1.52 1 2 3 4 5 6 GUTTER 7 8 9 10 11 12 13 14 15 In. P01 O o�� G� B Architects and Planners I.S.K, Reeves V, FAI.A. Kevin Ratigon, AJA, Ian A, Reeves, AJ 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 STANDING SEAM METAL GUTTER DOWNSPOUT C ROOF ON 4" RIGID INSULATION OVER STEEL STRUCTURE, TYPICAL VE JETATIN PL4NTED / .v .11 v1 \1/ w v w — bVEi K4YRD1�0-TELN v %/ �\y /14,n� Q � y WATfPPRGOF ROOFING, - 11, / IV1,OQ ME1�RAt OR `APPROVED v //� EQUAL?\��'J MODIFIED BITUMEN ROOFING ON LIGHTWEIGHT � y � y y� \� ��_ "',U INSULATING CONCRETE / OVER METAL ROOF DECK RID \\ ORD S� OVERFLOW ROOF DRAIN, TYP. v OZ. v. .v ROOF DRAIN, TYP. � / 14, o � ROOF PLAN SCALE: 1/8" = T -0 - GRAPHIC SCALE: 4' 8 32' E F Atlantic Beach Police Department G city of Atlantic Beach Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent • revisions J • sheet title ROOF PLAN • scale, Scale • drawn, DRAWN BY: • checked; CHECKED BY K • approved, APPROVED BY • date, DATE • project no, 821-09 • sheet A-1.71 I I I I YI 1 11 11111111111111111111111111 11111111111111111 111111111111, Ell 111: 1 VE JETATIN PL4NTED / .v .11 v1 \1/ w v w — bVEi K4YRD1�0-TELN v %/ �\y /14,n� Q � y WATfPPRGOF ROOFING, - 11, / IV1,OQ ME1�RAt OR `APPROVED v //� EQUAL?\��'J MODIFIED BITUMEN ROOFING ON LIGHTWEIGHT � y � y y� \� ��_ "',U INSULATING CONCRETE / OVER METAL ROOF DECK RID \\ ORD S� OVERFLOW ROOF DRAIN, TYP. v OZ. v. .v ROOF DRAIN, TYP. � / 14, o � ROOF PLAN SCALE: 1/8" = T -0 - GRAPHIC SCALE: 4' 8 32' E F Atlantic Beach Police Department G city of Atlantic Beach Schematic Design Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent • revisions J • sheet title ROOF PLAN • scale, Scale • drawn, DRAWN BY: • checked; CHECKED BY K • approved, APPROVED BY • date, DATE • project no, 821-09 • sheet A-1.71 1 2 3 4 5 6 7 FIBER CEMENT SHAKE SIDING PAINTEI A B C 111.1!11 1 l-1 11 - L J1. L1 1 I I l 111 J l 1 �: � I ,a � � ���`' �l �1 I i l� U11 1� 11 X11 llI� ,-ISI'1� 1�1 I I - _ Illi III�I� 111. 1l _ . 1 1111 Ul' r I l IT Ili- ' Y I-11_' 11 J1 111 L� I J. 11 IL 11_IT 1 14- �I EL. Ill' -4" l B.O. LOUVER " �I L { EL. 114'-0" J I'! �, � � ,�' ' ; - . i �' >' i 01 #111 SECOND FLR SLAB 111111 it IT I 1'i i i 11 8 9 STRUCTURAL STEEL TUBE ALUMINUM SUNSHADING DEVICE D D.5 E E.8 F 10 11 12 STANDING SEAM METAL ROOF PANELS OVER 5/0" EXTERIOR SHEATHING BOARD ON 4' NAILABLE BASE INSULATION ON METAL ROOF DECK (H) H:4 n ALUMIN1111 SUNSHADING DEVICE 13 14 INSULATED MET ANI FASICIA AND SOFFIT, TYP. K SOUTH ELEVATION J SCALE: 1/8" =1'-0* 3 2.4 2 ALUMINUM SUNSHADING DEVICE CLEAR ANODIZED ALUMINUM - STOREFRONT II Il' -9" I OL EL, 129'-4" TOP OF WALL AL EL. 124'-0' TOP OF WALL INSULATED METAL PANEL - OVER STRUCTURAL STEEL BEAM INSULATED METAL PANEL- COLUMN COVER OVER STRUCTURAL 11 I� STEEL COLUMN EL. 114'-0" SECOND FLR SLAB — EL. 113'-6" BEARING HEIGHT STAINLESS STEEL METAL GRATE INFILL PANEL, FAINTED METAL TUBE RAILING EL. 100'-0" TOP OF SLAB EL. 99'-6" 1 7 TOP OF BANKoL - EL. +/-94'-6" — 5.0, DITCH DITCH — CLEAR ANODIZED ALUMINUM - STOREFRONT -iL11�l�W_1,L L 11 J� �T! Ill 11TJLJL1JL IILL � 1l Illi Jl1' 111 l_l1 ll l 411 1 1_l , , Iu�JL PAINTED HOLLOW PAINTED EXHAUST LOUVER METAL DOOR S T32' J 1 0 SC1/8� EL, 131'-1 TOP OF ROOF OIL EL. 124'-0' TOP OF WALL EL. 174 ' B.O. WINDOW EL. 114'-0" SECOND FLR SLAB EL. 113'-6" BEARING HEIGHT EL. 103'-0" B.O. WINDOW EL. 100'-0" TOP OF SLAB EL. 99'-6' TOP OF BANK A EL. 117'-4" 8.0. LOUVER EL. 114'-0" SECOND FLR SLAB 32' 32, STANDING AM TAL ROOF PANELS OVER 5/6" EXTERIOR SHEATHING BOARD 0 'NAI ABLE BASE INSULATION ON METAL ROOF DECK 2 2.4 3 INSULATE TAL nANEL FASICIA AND SOFFIT, TY �— PAINTED UCTU AL STEEL TUBE ALUMINUM SHA ING DEVICE, BEYOND 1 --- -- PAINTED, AL AIR 1i _ll PAINTED, AL LING FIBER CE T - 10 AKE SIDING it II II III II 15 40 �IAVJV 0 \ G� Oe �� V B Architects and Planners I,S,K, Reeves Kevin Ratigan, AJ,A, Ian 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 D E F Atlantic Beach Police Department STANDING SEAM METAL ROOF TOP OF MASONRY PANELS OVER 5/6" EXTERIOR EL. 110'-0" J —? - B .o. SOFFIT SHEATHING BOARD ON 4" NAILABLE BASE INSULATION ON METAL ROOF ELOL , 103'-0" 103'-0" DECK Schematic PAINTED STRUCTURAL STEEL TUBE OL EL. 100'-0" INSULATED METAL PANEL FASICIA AND TOP OF SLAB SOFFIT, TYP. Architect hereby expressly PAINTED, METAL COPING FIBER CEMENT - SHAKE SIDING oL EL. • checked CHECKED BY TOP OF MASONRY These 11 It 11 11 IT 11 1111 11 1111 11 11 IT 11 1 [11 I FT oll EL. 110'-0" reproduced U 11 ' 111 11 IT 11 11 IT 11 11 IT1 11 IT 1 11 IT 11 11 IT 11 1111, without written permission and consent B.o. SOFFIT of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent oll EL. I00'-0" • revisions TOP OF SLAB SOUTH ELEVATION J SCALE: 1/8" =1'-0* 3 2.4 2 ALUMINUM SUNSHADING DEVICE CLEAR ANODIZED ALUMINUM - STOREFRONT II Il' -9" I OL EL, 129'-4" TOP OF WALL AL EL. 124'-0' TOP OF WALL INSULATED METAL PANEL - OVER STRUCTURAL STEEL BEAM INSULATED METAL PANEL- COLUMN COVER OVER STRUCTURAL 11 I� STEEL COLUMN EL. 114'-0" SECOND FLR SLAB — EL. 113'-6" BEARING HEIGHT STAINLESS STEEL METAL GRATE INFILL PANEL, FAINTED METAL TUBE RAILING EL. 100'-0" TOP OF SLAB EL. 99'-6" 1 7 TOP OF BANKoL - EL. +/-94'-6" — 5.0, DITCH DITCH — CLEAR ANODIZED ALUMINUM - STOREFRONT -iL11�l�W_1,L L 11 J� �T! Ill 11TJLJL1JL IILL � 1l Illi Jl1' 111 l_l1 ll l 411 1 1_l , , Iu�JL PAINTED HOLLOW PAINTED EXHAUST LOUVER METAL DOOR S T32' J 1 0 SC1/8� EL, 131'-1 TOP OF ROOF OIL EL. 124'-0' TOP OF WALL EL. 174 ' B.O. WINDOW EL. 114'-0" SECOND FLR SLAB EL. 113'-6" BEARING HEIGHT EL. 103'-0" B.O. WINDOW EL. 100'-0" TOP OF SLAB EL. 99'-6' TOP OF BANK A EL. 117'-4" 8.0. LOUVER EL. 114'-0" SECOND FLR SLAB 32' 32, STANDING AM TAL ROOF PANELS OVER 5/6" EXTERIOR SHEATHING BOARD 0 'NAI ABLE BASE INSULATION ON METAL ROOF DECK 2 2.4 3 INSULATE TAL nANEL FASICIA AND SOFFIT, TY �— PAINTED UCTU AL STEEL TUBE ALUMINUM SHA ING DEVICE, BEYOND 1 --- -- PAINTED, AL AIR 1i _ll PAINTED, AL LING FIBER CE T - 10 AKE SIDING it II II III II 15 40 �IAVJV 0 \ G� Oe �� V B Architects and Planners I,S,K, Reeves Kevin Ratigan, AJ,A, Ian 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 D E F Atlantic Beach Police Department oll EL. 116'-8' City of TOP OF MASONRY G EL. 110'-0" J —? - B .o. SOFFIT sheet title Atlantic Beach ELOL , 103'-0" 103'-0" ELEVATIONS Schematic OL EL. 100'-0" Design TOP OF SLAB Architect hereby expressly reserves his common law copyright and other • checked CHECKED BY property rights in these drawings. These drawings shall not be reproduced • date DATE without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent • revisions oll EL. 116'-8' TOP OF MASONRY EL. 110'-0" J —? - B .o. SOFFIT sheet title EXTERIOR ELOL , 103'-0" 103'-0" ELEVATIONS 8.0. WINDOW OL EL. 100'-0" TOP OF SLAB • scale scale • drawn: DRAWN BY • checked CHECKED BY K • approved APPROVED BY • date DATE 4' S' 16' 32' • project no.821-09 A — 2.01 • sheet ■