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2405 Mayport Rd Fire Sprinkler OC'i (2) (3) J, (2) SCOFF 0-7 1ti01rv: L 1 "28 )111E ST"'PY BUT LDING AT MPC,'P(_1QT ROAD, ARE -YSTEM FOR NET�,` CC01,41;', I__L_, ,it WA STORE I, "J e PRO711EC7'ON IS 1 1, 1 ­ �r}aLL ATLANTIC BEACH, FLORIDA. RE_-_LL 33J__1rli'DING. TEM L� i I - MPONTY'KIIS �!LtTl CON.''LY .EICABIEI ITEMS PER NFPA 13, 2002 PROTEC .L WITH ALL A TINli' OF ON COM "A'TORS MIA L AND ES ` T FOR ABOVE AND 'UNDERGROUND P-1)'N' I' TTIOIN FIGURE 10.1(A) , O.%f AND _16,2 L 1,_ FII-ATE 61"15-`2.00-4 (2) (A A.POINT (`)F CONNECTION (POC) ?OIN.- (It, ", T i I T L ,T -NI'�r,V, C 0 NN CT I C!1 E X I S T INI 8" CITY Y W.�-"-'R (1k!.N RU NN I N G ALONG N G MA Y Pe C R T ROAD. I 0J, D�T NIT 0.7 CONNECTION (POC".) -A L U EXIS-_-NG CITY WATER ',AIN L )­,.'ATIO'`i Pi`CT l51ZE SHAT BE F, H0 VERIFIED BY INSTALLING TIRE PROTECTION CONTRACTOR. OR � ptA D.D. BA,C`zK1'_'__t'1'l_V`,1 IN"S"ilki"LED ILN FIR--,,' SPRTNIKILIER RISER iNSIDE OF B T I t, POINT OF SERVICE ('00S) B-� E P C A T I ON S F D. TO BE-loiNt Al SIZE OF' BAC'KFLOW T(D BE CONFIRMED TY F11RE _,i F OR W=1 HYDRAULJLIC C:"" 17 INSTAT.7-ED, ON SYSTEM SIDE "DF f4 bil DN L-4 B.APPLICABLE, NFPA STANDARDS TO BE AS RE�j1__R.iI`I'1 T , L - 11� ij i"; 1 ""RE PR 0 1 E Y,S. NFPA '3 2002 EDITION. !NSTA A`110� rt.' r a'-Rejected NFPA 24 2003 EDITI,,')N, INSTAL TATT,)IT 7YE, -,7 7-7 V T -'-r'E MAINS AND THEIR APPURTENANCES. 0 Refte and Liz'l Fitimish as Resubmit Corrected ITS 0"CUIPAN-Y 'IF AREA OR, R,0-�lit._: C.CLASSIFICATION OF Corrections or comments Made orf-the Shop drawings during it* SEE WALIGREENS SPHi_'-F1CA7_­`,NS ONI IPHILS, "ri-­ review do not relieve ContractcW from compflance with the Teciuireff*nts of the drawings and specifications. This check is ONY for review Of the general conformance with the design conospil FLOW TEST: I L of the project and general&4�4lsnce with the information given in ',,;A'-T,7: 0 2 " 03 / 20'0 ;rhe contract documents. The Contractor is responsible for: -Confirming and correlating all quantities and dirmnsions;sehicift S TCI TAT 1 C: 4 6 P.S.I. .1abrication processes and techniques of construction; POOrdirleffing his or her worn with that of all othW tradw MW LIAL: 3_5 I- ip-iftrrning all work in a safe and satiSt&ctory'manrw. 6,P) FLOW, 01C0 G.P.M. BASE; ON THIS DATA THE AVAIT-ABLE PU�L` �'IATER i,�A"_'P,Pj_,�, N�-111 SUPPORT THE DES'P!'N PIRF"ERL'A. SIRE S-PRNKLER CONTRACTOR lbkM Enginebirs, Inc. _3 LJ- S HAI ,N- FRM WITH COMPT;Wr�E SET HY1IP1k1'j1IC I'O'NS. 1J8 LAIKO III Date -WAY THRU-WAY D R IVE E�' F_'� v'Ly' AND Ar,AIRM REQUTREMENT1S TO MINTIM-I'L"' I I 71VIP: ' 1-: -, i 7 If,"f;, IL"'D UNRECOGNIZED FLOW GIF WA. J. THE S 2 R1_111"'l,L; SYSINEM SHALI BE 3Y 'N 3`&V ON VAIVE A HE BACKFLOW SI-­If\0WN AS A. Psi LOSS N 1, li'l- � � " I W7 I �I , BACKFLOW ,TH A TAI P Wj­­ i "hAINED ANL 7.,71'7_17, A FLO-1K SWITCH HPDR AOLIC CALCULATIO"NS. lNSTALLE, IN J�, LJJJ ­ i - T JI, '!?r 7"N T T �J 1, `S �)N EACH FLOOR. L ",I, Lur I' SHAIJ STALLED ON THE RISER TO R"'; ER RISER SEE DIETAIL FP- I` TH C i S�_,ALLI BE INSTA, .ED OF FIRE WALL TYPE F.D.C. 4" X 2\" X 2\" R.B. WITH Z CONTROL VALVE OSl'Y OR B(Iff"I'EL -Rogvoy Architects,P.C.review is only for conformance with the design concept - L - IN I�� R.-"i Af I A M D E'R Z�"ti of the project and compliance with the information given in the Contract WALL PLATE (AUTO SPRK) AND PLUIGS AND EACH FLOW TO ALLOW OF SHU17NING D(�RN FLOORS 17-1JR TESTING AND Documents. The Cant-.,­ir is solely reponsible for dimensions to he confirmed N I YL ijll MPE1111,"' CO3V" E ON 1"IT"ER F7_,IORS kINTENANCE AS NEEDED WITH"! T HL is solely to the fabrication and correlated at the site:for information diz pertair CF I AIN- process; for the means, metho&, techniques, sequences and procedures of -M S-,, - ��e-NTCALLYMONTTORED. 'LJ "ON'7ROL CLUDING CONTROL VA T VES ON BA'K construction and for coordinafiou of the wirik of all tnWes. ALL FIIRE SPRINKLER SYSTE 1 ,_`�LL 3�� L7J_'ll �7TOVS MT1jJ' THE SYSTEM PANIDIiIOR ALL WATER FLOW DETEC T )N �n -epuncc or Acccr.Itznce as Acted of inns submittil does not waive any FLOW PREVENTION DE TflAT WIT 7 lip ON Acc, Cm utlxNize OPERATION 0- requir-new of tract Documents, nor a any changes in the _iRDANCE 'K t4 \EPA VICES MONITORED T Ur. S1111 or Contwi Thne. DE SHALL BE TORE N ACC ELECTRIC BELL 120 VOLT WITH WEATHER * oopted 13 RvvLw and Resubmit OT I I I I T PROOF BACK BOX. ALL WIRING BY HIE R S. Accerled As Noted 01 Not Accepted E MICROD"IAL T"D CED CORROST, 1,1 (M I,,' T-1 A TER TS REQUEST',- 7 D' I C.11- 11 J t'ij` EXIST 1N TH��`R S`,,• T-_F"11L * This subinittail was prepared under the direction of a licensd design THE LOCAL W ki�. :-, Ill.- �, " l - - Q D i,7 V 7(1 InT 7 r ER CNN -0. prof or by a spt.-zi-Jity manuhtIcramr. Rogvoy Ar-Mtecu.P.C.review THAT 'COULD LEAD TO MIC SO THAT THE' -k Pons relies upon ttie prepa:et'sros ibititydWthe submittal meets the perforrnance Il criteria Of the cc-11vact documents. FIRE SPRINKLER STUB-IN SEE DETAIL FP-11, Date: IV F BACKFT,nW PREVENTION AND METERiN,�_, "'EL' 101 I �RACTOR AS L U 1. Z) ,Aj TIF F !i,'Irl II,4V T F;�', T Qf7_1 PMENM SflALI 3_��,� INS- Li 3" MIN-MUM Cll h AS.: N ArcW s PC 1 AJ JJ I S 7 E 114 tS D HE MAXIMUM ALLOWABLE PRESSURE LOSS ACROSS THE DEVICE SHALI BE 8 PSI AT TH QV;ZTF ,AI,LTNG F'W _EP, S.- M SYSTEM DEMAND. THE iNST ,T T� "P-1 TIF T?7 T�n "`�IT7 `11:1 _ER N UNDERGROUND WITH OUT PROOF OF ESTIN� 'F,-" J 0 E,. -7 F NCE SFIECIFICAT`�N` OF ALL YARD AND INTERIOR PROTF "I DO,V?NEN S h. I, I,_ - ,QUALITY AND PERFORM, IT TON u -17 TSTED. 3 _TF`T�10% COMPONET OR FIRE �E OR FM 7"LL YARD AND INTERIO RE( AF PROPOSED SINGLE RWVC STORY BUILDING 1INSTALLA'11ON NOTES it 3 q 1 r _tJITI '�'J IPF RsNKLFR 'ii ING ABOVE THE CEILING SHALL NCT RES IRIC", THE INS­IALI ING OR REMOVAL OF 1 K'HT FIXT!PI i. THE IN Al SPEAKER", AND SIMILAR ITFIV'S, Z, 00" REQUIRI SJPF6N'K_rRS 10 BE LOCATED IN TIHE EXACT CIE_Nli`�R OF ACOUSTIC TILES) OR AT THIE QUA E 2. W A I-G R E IL J,,q',', DJL�) V.j RT R POINII� HOWN. I' ; LET ABOV SPH"IKLERS !TIBIAL I L ESS 7 FE E FINISHED I -OOR "HALL BE PROTECTED BY GUARDS. I ) S D FOR DRY PENDENT SPRI!"KIERS WITHIN COOLER/FREEZER ROOF PANELS. HNS -1 F T L LL SF LOC'A IAF LD-I)Ril It-i ) HOLE" L PROVIDE SWING J"'INT"', Al� !1ROPS ABOVE -__R CON'�IRUCIION TO Al] OW' ALIGNMENT WITH DRY PENDENT (�TRINKLER LOCATIONS 171 WIT I _NCH AND/GR -TRIFF MANILIFACTur FIR REQUIRED METHOD DEI7)k'_'NATED FOR 5. �.`,PRINKLIJ?,�) SHAIA. RE INl� Iil,�_iED 11i MANUFACTURERiS INRF R D�JL' T THAI Ai;_lICUL.AR SPRINKIJI' R DAMAGED DURING INSTAL' AT11ON 0 TIE USE OF NON-APPROM-D MFTHODIZ AN AN" SPRINKI f TOOLS l�HALL BE REP' ACED AT NO COSI' TO WALGREENS. THE _N1 FOR THE BUILDINiG FIRE SUPPRIESSOIN SYSTI-kil AND IHE BASIS T' F SPRINKI ER Wi' 'RE- '�J L;1 R K! L-1, 11-411; D f�'A W 1 NG, DERINI-S N S 1-­­'� � r PARKING LOT CCFS 7RA�`TOR'S SHOP DRA"AANG AND 1 OCUMENTI-,l, (�IT REFLEX 10 A Nf. �.�I`�MPL.Y V'ill-H ``-JD` _NS 0],il"O OF WORK, 10`2190 � SITE W('RK/EXCAVATION, 02600 MFICHANICAL UM] _r' MP-HANICAL MAIERIALS AND Mll AND 15300 - FIRE SUPPRESSION SECTIONS OF !HF SPECIPI"ATIONS. BA'-,,, t PARKING LOT -ROPI N;,,.rR`-_`_NS IRF CJli'_1r F�(�11)1`�� REQUIRFD TO COMPlY 'A"H GOVERNINC ( ODES AND,"()R PF:URF OF ,�� I ) � W fl, L 8, DEVIA11ONS lR THE AU_111-01RITNFHtIVINC ;10R1` RON, SHALL BE SU,,�ML I'TED, IN 'KITING, TO THE INALGREENS PROjECITI ARC­HlTrCT. j?E NIFRA! ST 1C Ri`.I�IM SHALL ACCOMMODATE MERCHANDISE STORED TO 15 FEET ABOVE FINISH FLOOR, N J I r F 11 OR 1-TQ1 IRFD BY AUTHORITY HAVING JURISDICTION, A COMPLETED APPLCATION MUST BE. --Pit 'D ", 'T 10, IIF I IIGH U I ALL FIRE SPRINKLER UNDERGROUND %-U [HE FIRE SUPPRESSION SUBMITH'ALS TO WALGREENQ INK'] I'D[' ST T i CT --PROTOTYPICAL PIPING 10 BE IN iALLED BY A STATE OF Q _`T ARIHITE"' J, PROJI[CIS REQUIRING A YEDAL OR NON--PR CAL DECIGN SUCH AS BASEIME11 11� CONIA C)JIL(I H FLORIDA LICENSED CLASS V (MIN,' FIRE S p X OR, MEZZANINE STOCK R001MIS. 2, ;EFF R 1" `_NAWIN(`7 D-1 FOR WALGREEN Vi TURF LAYOU'l. PROTECTION CONTRACTOR SURVTY D11-,AtIPt'lNE,S FOR HYDRANT AND WATER TAP ILFNCATONS, SERVICE PIPING, AND IE S SUCH AS N "IN AMj IT V 13 COORDINA1 DE& OV� ON- SITE PIFS AND VALVE'_-_). C7 L I J 14, RFFF' T ELF" ERICA,! D �-OP NRi._ 'LARM �,'Y'TFM INFORMATION AND OTHER PROJE SITE COMPONENTS OF THE FIRE FIRE �_)PRINKLER POINT OF SERVICE (POS) NO, S Y I T[]kJ M r, SUPPRFSS'ION 7 IRS T SYSIF IDF OF NEW 6" SENSUS 15, THE FIRIE S0FTP_SQ;"N SPECIFIED WATER FLOW D[NQ;TIES FOR THE HA ARDS DEFINED USING THF c SIC u ',M FIRE FLOW METER. AVAILABLE WATER SUPPLY. A PUMP, A SMAL!_ PWE9 It E MAIN TENANCE PUMP, CONTROLLER, WATER STORAG[. AND OTHER SIMILAR OVI N APP'�V`VED 16. T1 TYPE",A' /OR URA.ION AR' NOT ADEQUATE [�Y THIS IS N T SURE, HOW AND CO IM P C ITI E N TS VC' ND"i �"ARY 'NH' iHE vto It I FISSURE,L_ L IL L I NE-ESS iNHEN "HERi. il' liSS TIHAN 30 P RE"' UAL AT 1000 G.P.M. FLOLV. S,'ORAGF SHALL BE 90 MINUTES MINIMUM BASED NI SIFICA' fiTRA HAZARD OCCUPANCY/CLAS� �, ION. A 250 G.P.M. OR GREATER ALLOWANCE FOR HOSE J L� Q 11) THF VARiOIJ�� R NKLFR SYSTEMS SHALL lNCL1 DE 17, HYDRAULh, ':EIEC!.�ATIO,' �i Ii PA 0 12 FEET, INCLUDE A 500 G.P.M. R .' D" (Ji­_d'INANCE_S AN THE A,HJ FOR' STORAGE ABOVE DEMANDS. AS Nil UM ALLOWANCE FOR HOSE DEMANDS. S R i'MEN?`:. SUBJ-1 FREEZING SHALL BE SFRVED BY A DRY SYSTEM OR THE SPECIFIED ANTI-FREEZE 6" SENSUS FIRE LINE MILTER. 18. FOR [b I-DIN' FIRE SPRINKLER CONTRACTOR SYSTEM. TI !I_ !_) I r J�'., � it- ILL, F " � 117 E SY" E S TO CONFIRM WITH J.E,A. SHOWN 19. AN MIS 111 I,,";'A G R EE I- F SHAI USE 40- UtS.P. FOOD `,R)AN' GLYCERINE. THE SYSTEM INSTALLATION SHAL! F Wi� AS A 2.5 P.S.1, LOSS IN INCLUUL A BACIK�FLOV'V` AIND AN' E'," CHAMBER LOCATED Al' "Iff. SPRINKLER RISER. THE ANTI-FREEZE 'SYSTEM SI TALI E _PA 13. - PARKING LOT HYDRAULIC CALCULATICNS DESIGNED IN ACCORDANCE WITH NF i I 2& THE FIRF SUPPPESSIC" F Plt­­`�'�-K� SHOP DRAWING(S) AND THE HYDRAULIC CALCULATIONS, SPECIFIC TO THE EXISTING FIRE HYDRANI PROJECT, MUST ii'j- R SNI -H 'u I IT If.S AJ r"NIF111 ,ly I PRIOR 'I%'-) `�UBMITTING A FIRE PROTECTIOI L,A")L! 'L,J-'FNS FAC D USED IN FLOW TEST PF "'lii, APPLI(V"rION NU A 'i JR'1Y HAA;N(.1 IC "r I!" "All t L 21. If t S`11_z BY A FULL ILI" kT PARTITION. T N ,itF 'A "10"N OF BUI K ITEMS SUCH AS PAPER 'OODS, WHIM l' Pl A "YV I I h & I THE (�T T r I% B `,h`_'G-1 T 0 ;, I�I,M' CONIPRISE N01, GREATER HAN 10 Ii OF I U V I -S �) kA; 1 L ir r I, �N Nl-INA!- CORR GA IE D CARDBOARD 'Ok -. �"i L K DELIVERY. "MMI A TE i V P 1 I!� -H TING 8" CITY WAIR MAIN UNDERGROUN[) CONTRACTOR TO FIELD J. ITEMS RECEIVfl) IN 1`�" ON Sl'!TS FI.O, R' All 1, 'ESS PRODUCT SIORED IN THE STOCK R000M, ')l ASTIr' T EXIS N L N k -0 IR EMPT ARE ED, STACK, -1-A'bu AN L. 10i Al i J ' RETURN', VIPRIFY SIZE AND LOCATION PRIOR TO BiDDINIQ START OF WORK 6" MJ GATE VALVE STORK DELIVEKY DAY BLII-K ITEMS THAT CAN N F BE IMMEDIATELY PLACED ON THE SALES FLOOR ARE ALSO S�ORED N 1:IF STOCK k INNING Cpr PRODIA 1-S `()k S IV, SI 1 AS LEVE' 2 AFROSOLS"ANr VIVA T ER ",A," I N M A 110 N 4, PROOUCTS STO)iRLD ARE CLASS ill, N TH MINIMAL Ek"""TIONS OF CILA� AND GROUP B PI Kit l_ICQ11 SOURCE OF TEST DA FA: D(JIM11NION i'.N�,-)INEERING GROUP (TEST I K4,1 INC- MATERIALS AND LIMITEU PLASTIC PARTS, THE PERCENTAGE By IGHT OF UNEXP 25, THE 2iu'] K' P A P�_A S 11 C SIORED 1.1, f-"A C" OF RECORD MUST BE W11HAIN 0�_) DAYS OF DRA`;VING P L A S T!C I_E'S'S 15% WIN NO APPRE(.1ABLE VOLUME OF EXPANDED PILAS"`�- IN ACCORDANCE WITH I.F.C. SECTION 2303.7.4 _IG1 IRE 2303 1. T� 'PRODUCTS ST S I V �F) ;SLI ?al FAL D/J_ F 4. H,;µ 'PRODUCTS STORED MEET A CI.-AS; COMMODITY CLA-'fl'ATIO`' �M I`_D REI`�AIOTE AREAS ARE CLASS I THROUGH IV, NON-ENCAPSULAYIED. SPRINKLER DESIGN 1S BASED ON C TI U J ��;� � LOCA ION OF TE_,-11: IMAYF'O"'T R�!, BETWEEN WALGREENS 26. COMIM-'[DTIES YORED iI�1 HlDi-OLL v WORi'l `ASE AS ALL C A'�S IV AS DEFINED IN LF,Ci '303,2 !!;R? UGH COM' ORT INN UGH 23016 IN A MIXED ARRAY. IN -7 OIR A' _iION OR _KS WITH METAL SHELVING WITH LARGER THAN 50� I� (" NFIGU�A METAL, 'SINGLE-ROW OR 4ALL 27, HyD`R'ANj N!"IMBERS: ONE (IPFNING'�' P,,LiG'NED WITH AISLES AS [ EFINED N1 TH[ 'W'Al GREENS FIXTURE PLAN. J D, L THE ' L k., Y To , FlElii, STOCK IS HAND PLACED. STOoK ROOM IS SEC AT All- TIMES AND IS ACCESSIF311 ONLY D A'I'L OF S T: 0' --03-10 28, NO FOr KIJF PI: U J "Et"' WATER DENSITIES AND SPRINKLER' SPECIFICATIONS GENERAL STOCK AND RECEIVING AREAS WITH STOf TIMI- OF Ir_ I: '10 44 A.M. AND Sfjf�!F i:i!IPER`N/6 J V i i J. 11 1 `,1 i 1. OTC STAOIC PRI-S.'JURE., 46 P.S�Ili UP' TO 15 FEET ABOVE FLOOR (PROTC TYPICAL RESIDIJAL IPRE`SSI,JRIF -7)5 P,&L 29. PROVI"L S-1-IN"'.ER '06 N A WATER FLOW DENSITY OF 0.3' G.P.M. PER SJ. CALCULATED DESI-CN): OVER, THE ENTIRE STOCK I' SI Ty R,Cr)W: 0 0 G M. NO 2000 SJF� 111`,� `�'EN I IS BASED ON NFPA 13, 2002 EDITION, TABLE 112,12.1.27 FIGURE 12.3.2.1,2(4) CORVF "G", AND i _K'I$RF '311,11(D) AND RtROM FIGURE 12.3.2,1.2(d), 4000 AND CURVE "15" CORRESPOND T(,IL 12.� I I- TABLE PP FIRS I'D 0�58 GPV/S' DATE: P; 4 FROM 3_ / -)3 IS 60%� TI APR 1 2 2 FI( UlRf 12,1211.5.1 L:N­fl_Y RF�"JCTION FACTOR FOR RACK HEIGHT �FIF REFORF 0.58 GPM/SF x 60% = 0.35 GPM/SF OVER 2,00 T HOWEVER I H E AIREA ALLOWS TIHE FrIE.NS11Y TO MULTIPLIED BY THE A;CTUAI S.F. Or THE AREA IF LE-ISS 1HAN '),000 S.F. 11 y -i"D IN, IH!S DES'N, : GENERAL STOCK AREAS WITH c-10RASE V) FEET OR LESS ABOVE FLOOR (WALGREENS APF Ili I I, FEET L SPRINKLERS AFI, NOT K-IL i M AYPORT ROAD REQUIRED" _EC_IC)IN WI IH A, "b"A F�_R F1 OW DEN SI Ty OF 0.20 G.RM. PER S.i, CALCULATED )VER THE EN T IRE 'TOCK AREA, NO j A " "D. PROVIDE SF,RI!NK'_'R F�'! 'SCE D 20,T SJ 'GI-'NIFIRAL, STOCK AREAS WITH STORAGE POSSIBLE GREATER THAN I` FEET ABOVE FLOOR i FE T `-AS: FOR C0­T,,tE,�; 10i� L " 11' AU 1 E WALGPFENS PRO IFCT ARCHITECT FOR DIR[11`10 ON THE SPID'IFIC PROJEC 1, ALL IGIENERAL STOCK ARE I -52. SPRINKLERS SH A'-I, BE UPPIDIFIrT, i.)IANDARD RESPONSE WITH CEILING SIP,"INKLEF DEFLEC"TORS LOCATED 1" TO 12" BELOW BO-Il OF ROOF 0 P Nfl A +.1.1 11 F.RVIDE MINIMUM rLEARANCE 0" 1,�" FROM DEF11-CIFOR TO FOP OF STORAGE PILE PER NFPA 13`8.6,61,), [0 OT SPRINKI FRC, OVER AISLES. LOCATIONS OTHER THAN GENERAL 7OCK AREAS: S D 33. SPRINKI-1.1"", R'OVIDE A DILINSITY ("F C),24) (,1F,M. PER S.F. CALCULATED OVER THE MOST HYDRAULICALLY DFMANDIN(,-', 1,500 S.F. (C SPRINKLFR',.'� PF­1� NFPA 13), 20`D2 FD1 "iN. ORDINAR'I/ HAZARD, GROUP III (FID0[ 11.2JIL5 & SECTION 11.2.13.2.2.4). SALES, PHO _,H CUi TFS PATIENT SEATING WITH hh, LINGS- D.F.-NO., HYDRAULIC REFERENCE POINT AT TOP TENDED COVERAGE OR M CALL 48 HOURS BEFORE YOU DIG IN FLORIDA� 34� SPRINKL.F�P:' LAY&I PF BASE' IJN E X MAY RE STANDARD COVERAGE. DESIRED SPRINKLER SPACING FOR SITE PLAN UNDERGROUND PIPING PLAN OF SPRINKELR RISER T I E i, L r.1' L X 1, (',0V_.RAG1F S I- El ON CENTER, NOT 10 EXCEED A MAXIMUM OF 20 FEST. AR(`HITFC'l1`URAL Rcr-l ',"TED -!LING RAN: 1" 1,6 FEET SCALE: 15'-0" C) DEN(JES HYDRAULIC REFERENCE POINT AT BOTTOM T COON)iiNATE AND LOPAIII ALL SPRINKLERS ON THIS DRAWING., All TO"NER EI_FMFNT OVER MAIN _NI RANCE: OF SPRINKELR RISER -36, .1 1 ll I_I i" I r I F`kCQE A��IOMA_W S"R'INKLE­R �PROIH­`ITION IF REQUIRED, BY THE AHJ. THE DESIGN SHALL PREVENT SPRINKLER WATER FROM FREEZING `0 DENOTES HYDRAULIC REFERENCE POINT SOURCE OF SITE PLAN FOR HYDRAULIC CALCULATIONS "')NLY INAT FIR OR F LOW TEST k'`i'v'iik HEIA , A ESR IPF S)ISIOMI OR 31-IIE ANT-1-REEZE, SYSTEM, AS SPECIFIED. DRIVE-THRU PHARMACY CANOPY SOFFIT: F 1 11" V I I 7. NON-(,Ok1F.',u'S(IBLE 0Ai,_CREI_NS DIOE" NOT REQUIRE �_,PRINKLER PROTECTION WHERE CANOPY OR ROOF IS OF CONSTRUCTION OR LIM FOR ALL OTHER 'INFORMATION 'SEE CIVIL PLANS. 1; UL., COMBI STI_� NSli" i�' "ON. P1 'OVIDE A."TOMATIli" "PRINKIER PROTECTION IF REQUIRFD BY NFPA (8.14,;.2), CODES 5, ORDINANCES AND,A, AHJ. SIDEWALL SPRINkl INSIA LET, HAVE COVERAGE RA FED FOR F1 _JLL ND_`�_H OF CANOPY. COM SPRINKLED. OTHER EXTERIOR BUILE"Ift"', ELEMENTS IT'S THE LAW!.-- 1 - 800- 432- 4470 APR 27 20' R�e" 0 (D"jf 0 R Se Resubmit F C-T DATE- �SUNSHINE STATE ONE CALL OF FLORIDA, INC. ROGVOYARCh 1 & 2 HOUR PENETRATION SEAL System Na. AL-J-1067 HILTI, INC. FS-ONE DETAIL IS SHOWN, F"-Rating - 1 and 2 ?-Ir (See iter;is i and 3) AN EO UAL FIRE STOPPING SYSTEM MA' C--'Ratinq -- 0 Hr BE !)SEG ,AS Ll7NG AS THE RATING OF L Rating# At Ari,;ent _ Less Thar: 1 CFM' sq ft 'HE FLOOR / WALL IS MAINTASNiO. L Ratino At 400 F - 4 Ci`�/sq ft RISER DETAIL A TO WE t 3 2 SYSTEM, j FIRE ALARM �___ F'O1TER i F.A.C.P, GONTRCI PANC'. HORN/STROBE J I LOCATE OUTSIDE-"a. �! G L_J V INSP+:C7iJ "' TES-F CV--I, VALVE WiTh SITE: CHECK GLASS AND SPRIN sJ_` VALVE------- ORIFICE 3 2 REMOTE AREA - BACK STORAGE / RECIVING o POTTER 'VSR' I. _ _ _ __..-.. _ AREA -- - _ / FLOW SWITCH_ -, To 2-WA u.C. 1 TYCO ELO-231 UPRIGHT SIN P5111 11,2 K-FACTOR, 286 DEG CONNECTI ); PEFE R A -_-" BRASS SSU To CIVIL PR IMINCS SIGHT N Section A-A 1 DESIGN CRITERIA: 1 GYPSUM BOARD WALL ASSEMBLY . CV IFR, SHOTGUN c - THROUGH 'IW,hdETRATE - ONE METALLIC & CPVC PIPE INSTALLED EITHER tCLASS IV GENERAL STORAGE UP TO 15'-O" - RACK AREA J RISER CHECK VALVE `Pl, CCt�cF'JiRICAI v DR ECCENTRICALLY WITHIN F1 ESTOP SY'STE, , 35 C.P.M. DENSITY / ENTIRE AREA UP 2000' SQ. FT. I (2I PRESS. GA. & DRAIN A5SMB, VOID OR CAVITY MATERIAL - SEALANT MIN. 8 IN. j 0 G.F.M. INSIDE HOSE DEMAND AT NOTE (} ; 3 T T - *J 500 G.P,M. OUTSIDE HOSE DEMAND AT NODE (TEST} �-1 ,` E THICKNESSO FIL,.. MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH ` TYCO BFV % ' d,O: I F WALL. AT THE POIN; OF CONTACT LOCATION BETWEEN THE NUMEER OF HEADS IN REMOTE AREA = 14 i SHUTOFF .ALVEI-" 1HFUJC,H PENETRATE AND GYPSUM WALLBOARL.• A MIN 3/8` DIA. BAD OF MAX. SPRINKLER HEAD SPACING /TIE MAIN GRAIN AND FILL MATLRiAf. SHALL BE APPLIED AT THE GYPSUM WALLBOARD/THROUGH 130' SO. F.T PER HEAD BACKFLOW PP1,17VENT ON, INSPECTOR TEST PE E TRA E IP 'E{?FACE ON BOTH SURFACES OF WALL. SPECIFIED V DEVICE A REQUIRED c 1 TOGETHER AND PIP THRU EC,N.LOGILS ISYSTEM DEMAND: __. , LOCAL Au�✓I(JR!TY ,B� - - _ r -= ,( E INOR WALL. �5' TER �'I11 "- 747.33 G.P.M. @ 33.9 P.S.I. E, I I OTHERs) TERMINATE ATE BOW TURNEC, DOWN. I SAFE[Y FACTORY 5.61 P.S.I. UDDER CURVE. k - �i 11 _ : -- ` ... ,, _. -_ .. x m .rte, ., ..-,., >„ ,...,.:...�. .„.., a. ,..-. ,-:a- `-..,... m , _- ,'moi ..c. _ , .- s., n , ,. i, _ .r ,. ,.5.,. ,....--._.. _.,a K,.. .> ... ���y��� . �" fir', _ e'L. z1,,r ,, _ .•_rL. Yr .'r.-r.,, ...v,. .er ,.:..: "Gf.. '...x-. _ ),:V...-,t-11-1 .t - •:,A . ,,. kms,",;:.y�. -;h: .r.._ -_. :,.iii. _...-<_, �.a.. - -�-. .._ ... <,':'' ..• .'.o-; ,. - - a a_ .,_- .v_.< m M_ � s w „ �` t 1 : , I 11 : 9 1 25 s -,,_, .,ti._. 1 € 39 36 co 38 37 „ .� , I iNISH Fi_OOR 35 :.. � , - r 34 N { 4 ,.,, _-- y :11.::;3 m �,::.., • ' a, , k. is;;. , ,Y $, ,•t• w...ri•aB om t-!!", 'rl,...,k.4,rt #J ✓ !w• .,., ,,;,y. ,d. t...FJ< �. ...,:,... a. I -I- s...,_ m ,•S:'�',,,r,,,no.`.+a•:..:c. ...;'{si .�'}r,..., .S'. •'t �, '.MSt� r, ,�' � _. ` x,. i a ,. - r v. ..,. .w. ..a ,I.:,. r. ...M.., w rn� i • 1 • 1 • j • 1 N I N I s d 1i,; __ i, ; 'N N N ri ri ,•i - _...... _ �I-7 S4':t�TE SERUiiCE { . 1 ii)P FAM CLAMP 1 �_,.. R a 27 m „_ , _ ._ �' �LEVATI©Nr �� f', :', ar 4. 4• 4" 4" 4" 4• 04' 26 N I� fa 28 � �t 31 29 L ,-, ' .' -2 9-0 10-0 10-0 9-0 9-0 8-0 N r. �+ T _ , ` 1 10 t' P,e,iE�4 eo,� v,, _ ri, • • ^ • ^ • ^ • • • 3^5` 1a:. {RE MAIN SNF:!_ tiE _. I 11 - 1 11 1. r€ a �_ ,, 0.,. r. PROVID4 D W £ THRl1S :Itia,.TF F .r N N �, N N w 1 T F 3., LL THREAD RAD <r, _, ;. 1 RESTRAINTS !N STRICT A _.,; .. ,.< - - - ,. OR -T' ?IPE x., _ ; i , . 2-0 os I- ACCORDANCE tV(Tt NFFxA. ." ,_ _ 1 r 44 a - 41 .N 1 CcoRDANCE t( ° FL 45 W 40 33 2 N 24, ALL UNQEFtGROtJNG' L@=—+ NOTE: ORIENT FLANGE ON _ G `t URF -'Ir'. "'11 3-g 1 s u 6.4 / II,..+ � u 3-5 i 4`y Ci r5 Ni Tfi C7rV Ei Y' , T( FIT RISER r •" /M ' /_ N I /M /_ S ,, -, _._ FLAJ ANa -i ,EQIN -e�,tit.,i- Lw I VE e.; _ N BE S ANLFS` .:#E?. �L PR E :t,ta F - C N 1 N ( N i N 1 N 1 .- y� •— _ •,, • 'y- a t0 _. N"_.,_... .,, "-•..rf•i.I4• ��.wi._.-". ••., .- "•.i..al•wY lirai�.... — •I•IY1••.Y•iit, i a•WiWI11iYiY" �••ifll.••iltl- • C I „ , - ---,__.- n_. ____r___ _ _ __. _ 3-8 --_--1______ _.__ _ -- _ ___ ___._ _ -- I., _ - N LLL _11- To" . 2 1 I I , , rn _ M ?' .. - - w II r` `.. 1 w_ n,,. w -, K......._,. t_14� N 1 I 1 s = HANGER RiNc i"-6" .' g. 1 { ' - - i Qf 1 o. o 0 y _ _ _ _, t� . 1�. x - a_.-_.__. 1 T r - __ _. _ , 1 11 -.. ,,y;p N t0� .N coN tG : :N t0 RV�p N tC 'N t0 <, : ' �— �F. `I ,4p 2->0 PE 1„-6” n / i , 4-a [ , �2 ____ _ < ,, ` t k.. : x - N qp 4�- ,.,z-, , _ - ,_ _,�.._,_.,,, ., - - , i _ ,.r.,,.,...._ ,. _,_,,...,.. „ ., ,. - ,.,:• _,;< ,. . ,.-....,,w.,,, .T 1s" .I t 1 t ,r,' • o' . 63 C k- p • p.- 1 1 I 1 w ..�..,.._.. } O A C. _.._. ,... per,_, � __...-- _-`--- ►. C_.. .i i ... n "0) ; O� :•d ;N Or 'N 07. 'N p� N O• iV Cif c - ,N Of - A P • iI 11 -- _ ' `.;, __ < ,: I �- HANGER DETA L 1 n _ - _ _ .- • 6, FMVO V N c3 �; SCALE: N T`, -, _ . m_,. .,. _.., _, _ _ „- . -. - M:. _._ -. -,, , % - .. I u � REC � ; 1 + I 1 sr pr cvrn Nos N� E 11 , APR _ _ _ _._-I , -_ __ � _ u. , r P %; o: o r 1 _ .,,..,. w u, I + I1. . , , 11 111-111 ,s...., .1.� I'-- P_. _._ _ _ w �.,.,. (4 �� NO NO �j $ i x 1 1 I 1 i ` ' «; 1" ARMOVER ,'DROP DOWN PIPING VARIES ARMO'�ER DROP DOWN " "�_ " N "p o. N _._ #N C •a _ -..- r t i': nl (' i L I 7R Ti - _ , SEF r AN F)tt LLN ,HS ZE PLAN FOR LLNG I,S � ., , _ _,__., - __.. t `�, `. _ a . , •/- •� l • • � ' t i I E; z • q:,.,Y- ,;....A,.__.M-' _.,�, _.�... �".- n r _ i` SCR ;LE. I" SCR TEE r. I N _,,. . . .,. ._. t,. w., w 4 .>;; ._ N 1 0-6 • 1" SCR PLUG 1 uCR PLUG I I1a �_ �_ ._� _.n.__4_ __ - � 4.. . _ . �,_ 4 , 4 N 4 Z 4 4 10-0 8-3 3-8 12-0 12-0 12-0 12-0' 12-0 9- ',, ,4-3 :�:_ 8-3 I I _ g 7 ', - 6 : 9 ao DRY FEIGLNT LENGTH "P," DIMENSION 0 / ::- U�Y PENtTL,U II;Tr; �A' DIMENSION i. • .r, • ri " .r ' + _ " �►. " " +t, .,_,i. _ _ _ _k w N+� : 12" UNLESS NOTED (?T?FRW!SE ON „' UNLFS', N„`,t,} GIHERW"S� ”co N� tV� N - N ra N� c.+� :N" , ,- ON LPN r: _ I , s _ . _ 11 , m.�.-_ x,,, _a_, w. _ _ m _ _. o N I: CEILING JL----CEILING b" " ,, N o,, o, N a, N o. N a N rn " N o� DRY PENDENT TYP IN ROOMS :. ,... ,. WITH RECESSED ESCUTCHEON ,, -YP IN HALLWAYS - ;,CRY F . I . ___ _ - TN tXTENDEUiESCUTCHEONAYS Alae PEND EN M 1-1--.11-11,. ,_...,, a. _.—.. ., ., _ — „ -1 ...,:n i,w, : r.: ._- - 4/ €°t "°' "�' "°' "�' "I �' DRY PENDENT DETAIL :: - __ _ _ - . :.: I _1 - - _ _ H I 1-1 I __-_ , , _ SCALE NTS - _ °' .>. _. ., I z - `. ,; a s _, s ,C- , _: -.... _ I— .. y y, W 11 �,�,,, _ :. O " -9 ;�- K k ;;� k F_ L - - � ,' I I � -, 0) I . : f � - � I ; �,-�� �:,�, �_,� ­�­­_ �. - -- ,L I I . - I ,_­­L L- ;;�­ , � N� t8 ,!I I r . ,-,,,I „ ' �4 /y, t; I t - �J►�l &: _ : - : 15 , 11 � , s ' _ �_, 23 S yr - " - C4Irn'. ► Y „. _ a.. _......�,,...�s.,_ ...,.0-_ ,-._ w, ,_....,,_ _ .._ ...._..a,._.. .. .-.,�,..<_..... <, _ ... �� I � - _ .. n .. ,.-.,._M ...,,..,,. .. > _- 1 I�, 1' N�.. N b.. N O N O N N O N C N ;«.a,, .:. N .. . t� b1_1 I 1. g: i _..,... I 15 ,,...._.,1., .- « I ; (El 4w,„ Rogvoy Architects,P.C.review is only for conformance with the design concept I ; l I I(4� � i 22 �_D ' •` ��-; of the project a<nd compliance with the information given in the Contract 1 � . I _ - - __ 1 _____._.. __ _ , ' ____. E._-._ I o � `e . Documents. Tile C,,,',,-., 0T is solely responsible for dimensions to be confirmed �raa ,<_ _.. , 1 �. 1 I ! j �� =� __ and casrelated at the site:for information that pertains solely to the fabrication i - • • __ • _ , �° process; for the me s meth I i =-a.. � ,_I t _____, _ ___*-__ _..__�__.�,.. a ao � oo eo ao m- 1 P $n > oris, techniques, sequences and procedures of : � , ” w 1' •N 1 i IN 1 c.� 1 " <v N N ce @';. , Iikk� amstructioi and for caordination of the work of all trades. I i7 , ' cc _..,.., ._„ -1..,.. _ ..... . .. .. ...�_„ 2 . Y + , , Acce tance or Aoc _,_, _ -b 3-Q . p epic. Noted of this submittal does not waive any , 1 _,.- Q. w- . 3 0 M.. . 3-6., 11 �. .� „/� - s - rc ain.�li5e;-,t of t"e L;V rlract Documents, marraui,orme any changes in the r, , ri �, / 24 1 . 9 '.. J_=4 ,.,. N, N N N N I N N f�j .___ •I M �� * O :1 1 t yt:i COI7tF3a"t -i'TI Or C,CNIif$LL TnriC. ; p e and Res~sbanit ".N L -14;:>olmo .. _ 1 21 _._ .,. _. 11 Ta_. .,,�: Aco �r�•3 As NcKed t Not Accepted �_,`, 1 t_ 3 11 • o sti s ,- .. , 1-�0\ ❑ This submittal was prepared under the direction of a llcenscd design .:.. z..<..:.-•lt-. , u �. x ... .,. _ ... ,..< ., ^,a,{ '{y. i CaSA}n31 Qt i UiF:L•'iLLP`r h reClew + , f ay Are Itects>P.C. ,�, ,.�.. r. ,< _ b a:specialty man R _ s _ ,.E _ . ; , �, _, _ I 7 tY o6n -. _ ... - S F.. ...o.,. ,..._ '�;�, ,- ' 1 "4 " i " i " r,r • o_;.. 1�.t� �Pref-'r' performs,, r t} the ubmittal meets the ormance N rn N rn I 'm rn relies upon a. s responsibili that e :_ ,.>1." _ ___. ,_ t" , : ao documents. , x k criteria f the contract _ By. -ZSl to q av 1 a* < t I o t t � Baur, O 20 o Bingham hi>tCsa 16' N r _ R _ �, S 12 0- B y Fraarns,?Kic 2 1 1 - r: "t 1�u . _, : � ," . <. t „ ......... , ' ' +L.�••rr v... : , . _. ., d, , '"`" J ; . . , ,.,, , I- I ` . -< , ' .'' : " E`^y.^ten-a:- .� F-•�,,,, �, . . m� NO SPRINKLh HEADS SHOWN 'IN AREA ABOVE REMOTE AREA - SALES AREAI 11 k a °"I IJ. �°10. ENT RIC . SON-{OMBUSTSLE- 'MATERIA[S ASSUMEi) - TYCO fit`-FR6 5.6 K-FACTOR DEG CHROME SIN __ a `�..: ,` _ DA'E: �'A __ 'IN TH1�-�IREA. TY3231 SSP APR 1 2 2010 ___ - - _ _ ,� :I It �,..11 /- -. s1GN CRITERIA' - - __ � __ ,�ORbINARY GROUP II HAZARD - SALES AREA _� -_ i .L �v�i11 2D G.P.M. DENSITY / 150{k SQ. FT. REMOTE AREA , REMOTE AREA MAY BE REDUCED PER NFPA 13 ! P,z�, .• .' , _ .—I------ I 11.x.3.2.3.2.1 FOR QUICK RESPONSE HEADS AND '`' '' q _� --, CEDING UNDER 20-0 - ___-___._..� ____—__�__� _ . ,,it_ .Tui', �{ 11 __. .,_ -._._ . .___- ________---_. �._—_- _________.-_ 0 �.P.M, INSIDE HOSE DEMAND AT NOTE () i SPRINKLER HEAD LEGEND , t - - ' J 250 G.P.M. OUTSIDE HOSE DEMAND AT NODE (TEST) _____ __� _ _._ _._ _-- __. r_ __._ ,____ T _____.__ _ I- L NUMBER OF HEADS IN REMOTE AREA = 15 =,n -.L i {C7DE M��r i SIiJ I ,tiISH S'TYLE `t: CH 7'kf'E ` (EMS K-!:'ACTOR �1 )TAE ____.,___ ___ .,,.- I .���_.____ _ ! MAX. SPRINKLER HEAD SPACING: , __ t__�_______._ _____. ._ _ __ _._L ___-. _____ ________.. O 1/2 TY-FRB I TYCO I TY3131 BRASS UPRIGHT I N/A 155 5.6 I 4 136' SQ. FT, PER SPRINKLER HEAD___,- I __. t______________________- I . I I Q i 1/2 : TY-fig ` TYCO i TY3231 CHROME PENDENT ; RECESSED ! 155 5.6 1 124 SYT TEM DEMAND: _-----------t--- ,;' 61 .991 G.P.M. 33,5$ P.Q.I. 1/2 QS-1 ,__,,___,_A----------------...__-_ -___.,._-�_ -�_ i __ - _ 1—___._. —_____ --- TYCO TY3235 CHROME DRY PEND NORMAL i 155 5.6 I 4 1 P.S.I. UNDER CURVE. _ -- __,_ _,- - _______ _ ! __� m}__. _� [ - SAFETY FACTORY 7.93 , -t - I 3/4 EL4-231 ! TYCO S TY5111 I BRASS UPRIGHT N/A 286 11.2 14 I �___--___ _____------------,I----,-- _______, __________._ ____ ___ �_ _� I I I i ..._.,._.,.._.__.._ .___-___._...t._-.,.._...,_._ ,_,__f___—_.__T __.�.-�_ I j __.____.•__________._.__.__ --------, _..__.yr..�._ _, ._— ___._____ _.� _ -r" _________,I_----__-_-____-__, t _ _ I .__....__� .�_ ___.,_� ..;___._- � -5 -- j - �N E IGN v_�._I__._, ! _L_.__.�_ 11 Ci E v , i 1... C IE R I I E `, i L..6001 �__ I ____ __. _ _ �_' �TOTAL 5'I1Nh,L R5 E� �IUIh1 )N THIS ~LOOK __ _ ____�_. ____.e___ _ _ " �QPC O r_:��xcDG : � r�T I i IT L S 'F Ip�i' Ef �� r IERI fi ?" THIS CONTRACT �, L E F k 46 FIRE SPRINKLER PIPING PLAN t__ _.,_,__�--�,--,-----.-----,--L"-----'--'---L----- _Q__L._;__ �. ..ES� T ! L ,E _ _.- _____-_- _ __-,-__ __ __-__-_ SCALE: 1�8 - >41 � v 0 FRECEIVE �R-, � �� I r.' HE} � ,t) � ra�ROVAL OF THE�r DOCUMEP N NG'" vN:.R %! TS( n 0 T HERNISE AFFECTS THE ���� O8L'GA�ION OF THE LANGLOxC AND iTS'ARCHIjEGT`, APR 27 AND EN,,iNEERS TO FULLY COMPLY WITH WALGREEN CRITERIA PI_ANS AN[)CR!TERIA SPECIFICATIONS WHi __S�ALL,1ZiA•iY_EVENTCON`ROL _ ._ _--.,,_._ ROGVOY ARCHITECTS