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1021 Atlantic Blvd 2012 Fire sprinklers unit 985 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 App '" n Number . . . . . 12-00000066 Date 6/18/12 _ prnperty l Q91 ATLANTIC" RT TT) RE number 177602-0040- - NCR OLD ACCOUNT NUMBERS . . . Tenant nbr, name . . . . . UNIT 985 Application type description COMMERCIAL INTERIOR BUILD-OUT Subdivision Name . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3,382748 Owner Contractor _ _ ------------------------ EQUITY ONE ATLANTIC VILLAGE, IMPACT CONSTRUCTION 16 NE MIAMI GARDENS DR MANAGEMENT LLC ATTN: TREASURY DEPT 11513 EAST 116TH ST MIAMI BEACH FL 33179 FISHERS IN 46038 --- Structure Information 000 000 INTERIOR REMODEL Construction Type . . . . . TYPE $-A Occupancy Type . . . . . . BUSINESS ---------- -----Permit MECHANICAL FIE2E SPRINKLER Additional desc SPRINKLER SYS'T'EM Sub Contractor CENTRAL FIRE PROTECTION INC . 00 Permit Fee . . 295 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/18/12 Qty Unit Charge Per Extension BASE FEE 55 . 00 15 . 00 8 . 0000 THOU M FIREIALARM 120 . 00 15 . 00 8 . 0000 THOU M MECH, FEE BY VALUATION 120 . 00 Special Notes and Comments ELLIS AND ASSOCIATES THRESHOLD INSPECTOR MUST PROVIDE CERTIFICATION LETTER PRIOR TO FINAL INSPECTIONS' PER MG SEPERATE PERMIT REQUIRED FOR SWIMMING POOL ISSUED TO LICENSED POOL CONTRACTOR *2007 FLORIDA BUILDING CODE W/200'9 REVISIONS FLORIDA FIRE PREVENTION CODE NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF iii ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 1Lpplicatian i�TLtmhex_ i ?-nnnnnnAA n;;t- e/18/12 ---------------------------------------------------------------------------- Special Notes and Comments *SUBMIT "CERTIFICATE OF COMPLIANCE"" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIREDI *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS *Florida State Health Department shall inspect and sign off on the new indoor pool before a Co can be issued. * Provide chemical details (MSDS Sheet) and amount of chemical . Where are racquetball courts (A. 3 . 2) ? Provide voice e-vac fire alarm system. Fire alarm shall take precedence over any stereo or sound system. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 1 . 69 STATE ELEC DCA SURCHARGE 4 . 88 STATE MECH DCA SURCH 4 .43 STATE PLBG DCA SU ARGE 12 . 80 STATE ELEC DBP URCHARGE 4 . 88 STATE MECH R SURCHARGE 4 .43 STATE PLBG DBPR SURCHARGE 12 . 80 STATE DBPR SURCHARGE 111 . 69 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- ---------- Permit Fee Total 295 . 00 295 . 00 . 00 Plan Check Total . 00 00 . 00 . 00 Other Fee Total 267 . 60 267 . 60 . 00 . 00 Grand Total 562 . 60 562 . 60 . 00 . 00 6 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P Central Fire Protection, Inc. Automatic Fire Sprinkler Contractor 1760 Old Covington Rd.,NE, Couyers,Georgia 30013-5006 (770) 922-4250 Fn,- (770) 929-3288 ExT. (6s FAX TRANSMITTAL SHEET Fax# A04-M-5845 Number Pages Including Cover 3 To: GIT T' NTIc. 96A.04 From: Z66e-,r�- $ ehM. Attn: SIAIVLEE Date: Comments: Pc.IE'A5E C.c f-J1-A T- E Ar TRE" NOMBEA ABOVa WO EW ?KW r FOES A-6' CS*TABL ism* T4AtJrS For- Wouie a—wp! MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax(904) 247-5845 Joo ADDRESS: I021 KLhVITIG BLVD. 3ACXSC0Y1LLE, FL —PERMIT# 00060066 PROJECT VALUES O NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit_ Seor Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Alt!# Air Conditioning: Unit Quantity. ,.. Tons Per Unix REQUIRED Heat: Unit Quantity BTU's Per Unit. Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity I (Requires 3 sets of plans) Fire Standpipe Quantity (requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Nose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (requires 3 Sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Ele vators/Escalators ALL OTHER GAS PIPING Heat l3xchanger Quantity of Outlets Pumps # Vented Wall Furnaces _ Refrigerator. Condenser BTU's , # Water beaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work dors not connmence within a six month period or work is susprndcd or abandoned for six months_1 hereby certify that I have mad this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit docs not give authority to violate tlne provisions of any other state or local haw regulation construction or the porformanuc of wmtruction_ Property Owners N'arne LA 1FtjW6SS INT6914NTIOMAL, Phone Number Mechanical Company C-ENT Ai.. V119ic ",bTELTi4)j Office Phonej1Q-R*WPFax Tb-gga•3 $$ Cu. 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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