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T , B TOS 23'-0 B I �': 2912 -- - wr GRQPNIC SCALE: i/s"=1-0" 1112' 1 w 1 r r u r w 1 w 1 3'-7 2 16'-0 152 161-10, 4!.-212" 8-1112 12'-5" 17'='1 0" 15'-0" 14'-0 12'-412 1 1 1 I 1 1 1 111.. 1/I. 18' 201: ,//� 1 0 Z 4 b 8 10 12 IrT A l0 L S`i'1"iSOLS h SICK CRITERIA 1 2AREA 3 C�4LCUL,4TION SUi"ii"i�Rl' ; 2AREA 3 SCOL OF UJORK iroI 'ORTANT NOTiG REVISIONS SPRINKLERS Mrao,�CT: � FI-NESS DATE •i., SYM CNT POSITION FNM TEMP K NPT SMI MFG ) FIC jm -- 4/25/12 ACTION,DELUGE) IIET UST DIET WET 1 NUMBER CSF SPRJrI CALC�ILATEp t$ 5 5 8 YES NO i'JIORIC PEi4FOR1FD BY"f2=P' N0. � BY SUBI1I�DATE 0 m PIM 1MNI11E 125 5.60 1/2• VK462 VIK MatAGE CCNCa:AI.fD GR 2 1021 ATLANTIC BLVD TYPE OF SYSTEM l WET,DRY N LOCALITIES SUBJECT TO�<CONDITICNt3, CENTRAL FIRE PROTECTION,INC.DOES NOT ACCEPT -•f WINGAER NFPA-5 PIPE SCI EDIILE SYSTEM(WAZARD OCCUPANCY) N-RACK DEMAND AT BASE OF RISER(WMftl) X CITY CONNECTION IT IS TFE OIU�ER'S RESPONSIBILITY V PRWIDE ANY RESPONSIMLITY AND/OR LIABILITY FOR TFE 119 PEND tNNITE 155 1,20 3/4• VwCa36 vnc. MIRAGE CONCEAl1:D OR 2 J (� �JJ J�I I� DRAIW BY Y (HAZARD OCCUPANCY) LiG14T LIC*4T LIC44T LIG4T DOSE ALLOUTANCE(NSIDE/OMIDE) 0/x100 0/100 0/100 0/100 X WSIv'2RCUIiD PIPNCs SYSTEM PROPER OPERATION OF TFE SYSTEM SN M ABOVE "A"�OB'"""'t "� ClROOVED NFPA-13 CALCULATED$ FEAT TF�OUGFIOUT WET PIPE SPS Q 5 UPR 155 580 1/2' vK3oo vIK MICROFAST WA' 6R Z R. MOORE --'�-- (t>ETISIiI'AND AREF,A TO BE CALCULATED) .10/1230 -.10/1101 .10/1610 JOA310 SPRINKLER DEMAND AT BASE OF RISER(GPi AV) 24*39,5 208/31.4 209/36A 211/402 X OMNG PAVEMENT AND/OR CO CRETE AREAS AND N EI1 M08MS FOR DIS PIPE, DIE TO IMPAJRfi 19iTS UlNICH MAY ENTER TI�OUCd I i, NFPA-13 GOP1"10DITY Cx.148i AND MAX STORAGE FEKoFIT TOTAL DEMAND ATTEST(0411 PSU 343Y/483 308/31b 3011/36b 311/40.4 X PATGIW PAVEMENT AND/OR CONCRETE *0 OTEER Ti'PES aF VALVES CCN •W$ PIPNr NSTALLED'BY C7iNERS. 38E 17 UPR TE 155 11.20 3/4' W532 VIK OREc WA 1 CONI RACT WITH: IMPACT CONSTRUCTION SCALE WATER SUPPLIES TO SPRINCL62 SY IT IS �TRA�.FIRE.,INCA WILL NC71 SGT 2 PEND WFMTE 360 Qo0 3/4• R1712 REL F-, 8111-�CE°.� OR 1 + I II=1 -0 1 -0 r 24 HYDRAUI.tG CALCULATION POINT (DENSITY AND ARBA t0 BE CALCULATED) AVAILABLE AT TEST IGPM/PSI) 34V483 308/48b 309/48b 311/48b X YALvE:PIT AND/OR VALVE HOUSE AL801FE OIUER'S RESPON8IBiLIT1'i'TO t0 UNDERGROIND PIPNG NSTALLED'BY On ERS' Q 10 UPR 155 5.6o 1/2• W-MO VIK MICROFAST WA fXi AICA: ENTIRE BUILDINCs SYSTEM N0 1 /8 12' DISTANCE FROM C2TTItER Gf PIPE t0 ROOF PECK NFPA-t3 COt'P10DIT1'C2 AND STORAGE FEK#tT SAFETY MARGN(PSI) b 11D 12 0 82 X ELECTRICAL IURaJ�s INT L VERIFICATION OVDIE INSTALLING CO ORACTORS r 602 vac oREc St34>- e �R 2 CONTRACT W. "` SNGLE,DOUBLE, M ILTIPLEFdMWUA B W:4TER ��OUJ1 TEST X PA,NnNCsAt�/oRPREPARATIONFOR AIJTHORITE TOT STA�'CERtIFIG4t cal ESTE vE' 'Bm'l t.Ep ® 22 PEND wfaTE ,55 aao s/4- vK CENTRAL FIRE PROTECTION, INC. 03052-12 p; NUMBER OF CALCULATED X SLEE11 8 AND/oR PAICJCNG of SLEEVES (ua Feaaw)TmT ALL AREA($StlB�cT TO =4 TFE LOCAL AUnaoRITY AND TFE N3 pmm F P 1760 OLD COVINGTON RD. N.E. 410,9a DISTANCE FROM CENTER OF PIPE TO FIK FLOOR STATIC 50 PSI RESIDUAL PRESSINE 8 I FLOU I GPM X PATCZ1MYs OR SEALNG OF PRVRATIArB �PPRDY�IL S ' DR4*4G NO. If MINIMUM GPM AT EIV WAD PRES611RE 3 I'S C1RM FREEm WILL BE FEAIT'ED ADE(iWIELY TO �AND A COPY OF THE CONTR.4CTOR5 SPECIFIC RULING(DENSITY 4Td AREA TO BE CALCULATED) DATE OF TEST: 4/3/12 TIKE OF TEST: 9:3 AM ELEVATIM 000.0 x SPRINKLERS N CENTER.NE of TILES CO-4250 GEORGIA 30013 PI�EVENf ANY POSSIBLE �ONpInONS. MAIERIAI.AND TESt CERTIFICATE NAS BEEN RECEIVED. 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OCCUPANCY: ASSEMBLY - 5Y5TEM DESIGNED PER NFPA 13 FOR LIGHT HAZARD OCQUPANCY. RESIDUAL: 38 P51 HYDRAULICALLY CALCULATED TO PROVIDE A DENSITY OF .10 GPMS OVER THE MOST REMOTE 1,500 LLJ� W E 5Q FT WITH 100 GPM5 RESERVED FOR OUTSIDE NOSE STREAM ALLOWANCE. DE51GN A REDUCED O FLOW i000 GPMS DATE 04/03/2012 PER NFPA 13 (11132.1. 2002ed.) FOR AREAS USING QUICK RESPONSE SPRINKLERS. s - ELEV.: V-011 2. ALL MATERIAL TO BE LISTED FOR FIRE PROTECTION USE. � 11 3. ALL THREADED LINE PIPE 2° 4 SMALLER TO BE 5CH. 40 SLACK STEEL WITH THREADtD FITTINGS. � _ C900 - - - - - - - IN PIPE TO BE 5CH. SLACK STEEL WITH WELDED OUTLETS AND GROOVED FITTINGS. w ---�- Sj �. ALL MAGI � +- T 150 LF ELEC. BELL 5 6 F.D.C. 5. APPROXIMATELY �0,0�� SQ�T. OF PROTECTED AREA. 0 6" GATE VALVE (o. ALL HANGERS TO BE INSTALLED AND CONFORM TO NFPA STANDARDS. ALL HANGERS TO BE 009 0 RISER LOCATION UNO. (51EE HANGER DETAILS) Q0 I. ADEQUATE NEAT t0 PREVENT SYSTEM FROM FREEZING TO BE PROVIDED AND MAINTAINED TO ALL C7 )-E= AREAS (OF THE WET SYSTEM BY THE OWNER. 8. ALL DI;*0P5 FOR STANDARD COVERAGE SPRINKLER HEADS TO BE 1 5CH. 40 PIPE. �5EE PLAN FOR _ oacorr e� LENGT146) - ; o ..•��C E NSF•. LA FITNESS 9. ALL DfQ0P5 FOR EXTENDED COVERAGE SPRINKLER LEADS TO BE 1" 5CH. 40 PIPE. (BEE _PLAN FOR * No. 0048376 ' * GOLD PU5LIX STORE) LENGTHrp) 3 _ � S OPEN WE5 STEEL BAR JOIST FRAMED INTO STEELlO. 5UILDINKCONSTRUCTION lS UNOBSTRUCTED BEAMSAND SMOOTH CEILING CONSTRUCTION WITH NONCOMBUSTIBLE SUSPENDED CIILING. BUILDING a f CONSTRUCTION AS FOLLOWS: FLOORS - CONCRETE SLAB. EXTERIOR WALLS - 8 CMI OR METAL W Ca- I I cn Reviewed for compliance with 2010 _ � � I x STUDS FRAMING WITH 5HEETROCK INTERIOR WALLS METAL STUD FRAMING WITH SHEEETROCK J w Florida Fire Prevention code and 2007 ¢ I I I I _, 2' Xz NFPA 13 requirements. CEILING 2 ACOUSTICAL TILE � SHEETROCK CONSTRUCTION. ROOF METAL R0� DECK Q � wI I SUPPORTED BY STEEL JOISTS. M o L o II C.I I--- I I I I l Il EXISTING 4 11X 212" X 212" KEF.D.C. MOUNTED OUTSIDE WALL YFL AN 6 D.1 . P. L UNDERGROUND l� DETAIL No SCAE EXISTING ISISEL ATLANTIC E3LVD S TE M S Q. FT 4 010 7 7 RISER LEGEND 1 EXISTING 6 OS&Y W1 TAMPER SWITCH 2) EXISTING 6 GUARDIAN ALARM VALVE FLG-GRV 3) EXISTING 4 GRO 0 VED CHECK VALVE 4 NEW 6 GROOVED TEE CFP TO BEGIN WORK AT THIS POINT 5) NEW ELECTRIC FLOW SWITCH . O 0 Central Fire Protection Inc. 0 Central Fire Protection Inc. <0 6 NEW 9 ELECTRIC BELL W WEATHER PROOF HOUSING O Central Fire Protection, Inc. Ce � O O Central: Fire Protection,.. Inc.. ) TO BE MOUNTED ON -EXTERIOR BUILDING WALL This Building Is Protected by a Hydraulically This Building Is Protected by a Hydraulically This Building Is Protected by a Hydraulically This Building is Protected by a Hydraulically Y 7) NEW SPARE HEAD CABINETW1 12 SPARE HEADS Designed Automatic Fire Sprinkler System Designed Automatic Fire Sprinkler system Designed Automatic Fire Sprinkler Systein Designed Automatic Fire Sprinkler System AND CORRESPONDING - WRENCHES Remote Area: 1 Location. POOL Remote Area. 2 Location. SALJES Remote Area. 3 Location: CIRCUIT TRAINI;;=G Remote Area 4 Location: FITNESS SheetNumber: Date: 4/27/12 Sheet Number: FP 1 of 3 Date: 4//27/12 Sheet Numlber: FP 1 of 3 Date: 4/27/12 Sheet Number. FP 1 of 3 Date. 4/27/12 FP n Basis of Design Basis of Design Basis of Desi Basis of Design g g g . n Classification: Wet Assembl System Type / Occupancy Classification.. Wet � Assembly System Type /Occupancy.Classification. . Wet. � Assembly System Type / Occupancy Classification. Wet � Assembly System Type / Occupancy � y Discharge Density/Actual Coverage 0.10 1230 ft2 Discharge Density/Actual Coverage 0.10 1107 ftz Discharge Density /Actual Coverage 0.10 110670 f:2 Discharge Density/Actual Coverage 0.10 1310 ft2 Commodity Classification. NA Commodity Classification. NA Commodity Classification. NA Commodity Classification. NA NA Maximum Storage Height: NA Maximum Storage Height: NA Maximum Storage Height. NA BEAM CLAMP Maximum Storage Height. 9 9 9 9 SEAM CLAMP Storage Arrangement: L NA Storage Arrangement. NA Storage Arrangement. NA Storage Arrangement. NA A. T. ROD LU LU wLU System Demand System Demand System Demand System Demand f- A. T. ROD y • 2" �N `0 A. T. ROD Number of Sprinklers Flowing: 8 Number of Sprinklers Flowing: 5 Number of Sprinklers Flowing: 5 Number of Sprinklers Flowing: 5 PIPE Base of Riser Requirements: 211 m 4 .2 psi HANGER RING-� (b'-m") Base of Riser Requirements: 243 gpm � . 39.5 psi Base of Riser Requirements: 208 gpm � 31.4 psi Base of Riser Requirements: 209 gpm � 3if6.4 psi q gp � 0 p MAIN HANGER RING .6 psi 311 m 40.4-psi Requirements at Supply. 343 gpm 39.7 psi Requirements at Supply. 308 gprn 31.6 psi Requirements at Supply. 309 gpm � 3� P Requirements at Supply. gp � p • 0 m 100 m Inside / Outside Hose Streams: 0 m 100 m 0 m 1®0 m Inside/ Outside Hose Streams: 0 gpm 100 gpm °-- Inside / Outside Hose Streams. 9P � 9P 9P � gpm Inside / Outside. Hose Streams. gpm � 9P 8.2 psi 48.6 psi Safe /Available Pressure at Supply 8.6 psi 48.3 psi Safety/Available Pressure at Supply 17.0 psi 48.6 psi Safe /Available Pressure at Supply 12.0 psi 448.6 psi Safety/Available Pressure at Supply p p Safety PP Y � � Safety PP Y � ;� T""rFICAL RANGER TN�FIGAL 11 HANGER " 3/8 A.T. ROD FOR 1" - 4" PIPE Job Name: Whole Foods Contract No.: 2967-11 Job Name: Whole Foods Contract No.: 2967-11 Job Name: Whole Foods Contract No.: 2967`=11 ob Name: Whole Foods Contract No.: 2967-11 3/8" A.T. ROD FOR 1 - � ='IPE AIE 1/2 A.T. ROD FOR ( 4 8 P I PE 1/2 A.T. ROD FOR (o 4 8 P I PE N W E 0 s GRAPHIC$GALE: Iks"0-0" 0 1 41 6 S 10 12 14 16 IS 20' 5J Jr0 000 2CX:) SYM50LS pESIGN CRITERIA 1 2 AREA 3 4 CALCULATION SUMMAIRY 1 2 AREA 3 { SCOPE OF WORK IMPORTANT NOTICE REVISIONS SPRINKLERS PROJECT- DATE SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MaITC EON FIC r����� 4/25/12 TYPE OF SYSTB"I (WET,DRY'PRE- DELUGE) WET WET WET WET NUMBER OF SPS CALCU.ATED 8 5 5 5 YES NO WORK PEFIFOR"ED BY TFP' IN LOCALITIES SIBJE TO FRIZZING CONDITIONS, CBdTRAd.FIRE PROTECTION,INC.DOES NOT ACCT=PT NO. PATE BY � O� 39 PEND WHITE 155 5.80 1/r VK482 VIK MAGE C04MALED 4R 2 �02� tilLEll`I11C DL►ll NFPA-5 PIPE 604 U.E SYSTEM(14 AZARD OCCUPANCY) N-RACK DEMAND AT BASE OF RISER(GR") X CITY C04 ECTION IT 15 hE OWNER'S�iPONI6W31L11YiD PROVIDE ANY RESPONSW3W.TTY AND/OR LIABILITY FOR THE a ria PEra WHITE I55 ».20 3/4. vlc53a vuc MIRAGE CONCEALED � 2 i rK� DRAIW BY CROONED COUF�°LNG NFPA-5 GALA ATED SYSTEM (HAZARD OCCUPANCY) LIGHT LIGHT LIGHT LIGHT NOSE ALLOWANCE(NSMVOUTSDE) 0/100 0/100 0/100 0/100 X UNDERG Imn PW'ING #EAT n;wj#(OUT uff PIPE SPRINKLER SYSTEM PROPER OPERATION OF THE SYSTEM SHIOWN AEIOVE o 5 UPR 155 5.50 1/r VK300 VIK MKCROFAST WA 4R 2 JACKSOM, n R. MOORE �- 0EWITY AND AREA TO BE CALCULATED) .10/1230 .10/1101 .10/1610 .10/1310 SPRNKI.ER DEMAND AT ERASE OF RISER4) 243/395 208/314 209/36.4 211/402 X =INS PAVEMENT AD/OR CONCRETE AREAS AND N SCL60WO FOR DRY PM DIE TO IMPANMIS WHIGN MAY ENTER 74RO" NEPA-13 CON WRY CLASS AND MAX STORAGE HE*W TOTAL DEMAND AT TEST(Q"") 343/48.3 308/31.6 309/36.6 311/404 X PATC14NG PAVEMENT AND/OR CONCRETE AND OTHER TYPES a*VALVES CONT( WLLNG UNDERGROUND FIM NSTAUM'BY OTHERS'. 0 n lIPR WHITE 155 11.20 3/4- WZ32 VIK GREC WA Im 2 C01ytR,gCT WITH: IMPACT CONSTRUCTION SCALE 24 HYDRAULIC CALUATION POINT SYSTEMS IT IS CENTRAL FIRE PROTECTION,INC,WILL NOT CONNECT(p} T'Y AND AREA TO BE CALCULATED) AVAILABLE At TEST lGF'M/PSI) 343/483 308/48.6 309/48.6 311/48.6 X VALVE PIT AND/OR VALVE HOUSE WATER SUPPI.W�TO 9 2 PEND WHITE 35o aao 3/4• R1712 IIZ F-i 1� n-1'-o CatILITY TO PROM TO UNCERGROWD PIPNG NSTALLED'BY OTHERS' ASA: NOTES AND DETAILS SYSTEM NO I 8 T 2' DISTANCE FROM CENTER OF PIPE TO ROOF DECK NFPA 13 SN2,ED�CLASS AND STORAGE HEKaHTT SAFETY MARGN(PSI) Sb 11.0 12.0 82 X ELECTRICAL WIRNG ALSO TSE OdgCAS B UNYIL MORCATION OF THE NSTALLNG CCNTRACTOR'S oO �o UPR X55 5.50 '4 A vK3oo vnc MKxzoFAST WA S ,DOUBLE,OR MU.TIT'!.E ROU!RACKS X PANTNG AND/OR PREPARATION FOR WRITTEN YERIFICAITOIN TO THE LOCAL APF'ROVNG STATE'CERTFICATE OF COM1IVENCY',TWAT ALLM 'SHOP ® 22 PM WHITE X55 aoo 3/4• VK802 vxc oREc S8'U-RECES6 cWR 2 CONTRACT NO. NU"IEER OF SMa4Q a CALCULATEp WATER FLOW TEST X SLEEVES AND/OR PACKNG OF SLEEVES AUTHORITIES AND TOTE NMR442 WDMOVER MOW 'TEST CERrFICATEs'FWVE EIM LED . .. . . IST TO� (u�1 REaESTED)T�At ALL AREAS SUB�cT TO CENTRAL FIRE PROTECTION, INC. 4+10,90DISTANCE FROM CENTER OF PIPE R.00R U114 THE LOCAL AUTHORITY AND THE N&VA42 F P 1760 OLD COVINGTON RD. N.E. 03052-12 MND GPM At END HEAD STATIC PRESSURE: 50 PSC RES FRESSJW- 38 PSI GPM FLOW: 1,000 GPM X PATCWM OR SEALNG OF PENETRATIONS RMUM WW1.BE WATER ADEC> 1ELY TO AND A COPY OF TIE CONTRACTOR'S APPROVALS ' DR&M NO. SHR-FFC RULINI#4VENSITY AND AREA TO BE CALCU.ATED) DATE OF TEST: 4/3/12 TIME OF.'TEST: 9:30 AM ELEVATION: 000.0 x SPRINKLERS N CENTE1RI.,NE OF TILES - CO-4250 GEORGIA 30013 FP-3 ------ WALLS TO ROOF DECK PREVENT ANY PObS111l�•E F»AJG CONDTTIGNS MATERIAL AND TEST CERTPIGATE FLAB E�EENI RECEhrED. LOCAL FIRE htA1R9FW. D TOTAL 1HI8 BHEET(TOTAL.DOES NOT NCLIDE SPARE HEADS FOR HEAD EW WTD RUNG MADE BY`s TEST CONDUCTED BY: CITY OF ATLANTIC WACW WATER AND SEWER X ofF&jQ B'RS N 6xiwnm Pm OF TILES 214 IOTA.THIS PROW HEAD CABNET OTAL a PHONE 770-922-4250 FAX 770-929-3288