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HomeMy WebLinkAbout22-5290A 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 11111 1 iiiiiij 1:11 111!111111111 11111 1!11 1 1111 1 1111 ill I ; 1!111 1 illiopilillill Pill 1 111111111111 1p" III I I I I I III I I I I! I I III I I 1 0 !!III I 1 11 NOR 111111 Ill !!I 1 11 l I I I FIRE-00529 Issue Date: 1112812022 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � WL CONTRACTOR SIGNATURE FOITTJIAAWFTW���M P IT FFICE THOUT APPROVED INSPECTION G i GATE VALVE & FlRE J + TST HYDRANT ASSEMBLY . _ -. cl -----------------------O ------------------- ------------------------------ 1 600 L.F. 12" PVC G6 j CIRCULATING CITY iJ WATER MAIN LL f r l r I err, UG5-UG6 EX. FIRE HYDRANT 41256 _ - {� LAT., N26.269093' i - -- - - - - LONG: W82.184776 _ 1 STA AC: 55 PSI - RESIDUAL: 50 PS! , _� / 1� �— :�-- FLOW:1, 000 GPM • ALL UNDERGROUND PIPING IS BY OTHERS. • PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NODE PURPOSES AND FDC LOCATIONS ONLY • UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED CLASS I, II OR V FIRE PROTECTION CONTRACTOR. • UNDERGROUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST AND FLUSH PER NFPA 24 PRIOR TO WAFS CONNECTING TO THE UNDERGROUND. • UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF LEAD-INS WITH WAFS. • UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS OF MAKE AND MODEL OF BACKFLOW PREVENTER USED WHEN IN THEIR SCOPE. • ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT IN WAFS SCOPE SHALL BE BY OTHERS. UNDERGROUND CONTRACTOR NOTES SCALD NONE 0050ON 'All it L iv,��. i 1 _-440 71374 Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 a Pit (407) 877-5578 FAX: (407) 656-8026 `R b .J. Dewer, -RE, ��Ed�S. Snider, P.E. Certificate of Authorization Number 29038 FL Like No. 7d937 l�icenae No. 71374 c' IMPORTANT OWNER INFO RMATIO N THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF NFPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS PER SECTION a.L THE RESPONSIBILITY FOR PROPERLY MAINTAINING A 'WATER n"'ABED FIRE PROTECTION S(ST,-14 SHALL BE THAT OF THE OWNER. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR 1S NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF 'WAYNE AUTOMATIC FIRE SPRDIKLERS, INC. CPVC COMP.ATTEITJII'Y NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT ''WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE, SOME WIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.> AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, MOLD INHIBITORS AND CLEANERS, ETC, ANY PRODUCT THAT COMES IN CONTACT 'WITH CPVC SPRINKLER PIPE MUST BE EVALUATED, FOR A LIST OF COMPATIBLE PRODUCTS, PLEASE REVIEW HTTPR//PARTS.SPEARSMFG.CDM/CPL.ASPX COPXRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, 'WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND 'WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. C RAP1IICS ELEMENTS NOTE FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL, STRUCTURAL, OR MEP DRAWINGS THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS, THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE F1RE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF 'WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY INFORMATION ACTUAL 11OUCf1T OR EXTRAPOLATED FIRE PUMP (AS REQ'D BY AHJ) SIZE, GPM @ PSI STATIC PRESSURE 55 HYDRANT ELEV, 2'-0' RESIDUAL PRESSURE 50 DATE OF TEST 9/16/2028 FLOW IN GPM 1000 TIME OF TEST 10130 AM PITOT READING 36 NUMBER OF PORTS FLOWED 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES D OCATION HYDRANT #1256 DESIGN CRITERIA SYSTEM / DESIGN AREA # HAZARD CLASS 1 IF SPRINKLERS IN DESIGN AREA MINIMUM DENSITY DESIGN AREA S•F, PSI REQT @ BASR GPM REQ'D @ BASR PSI REQ'D @ TEST GPM REOT @ TEST ELEVATIDN @ HIGHEST SPRINKLER HOSE INSIDE/OUTSIDE SPRINKLERS SPACING SYMBOL MAXIMUM I MINIMUM I COMMENTS QUANTITY---, SPRINKLERS L -....-... MM...-.ME ..-....-... MEN..-... ME... -.MO - ■■..-..■ I, TOTAL PER FLOOR TOTAL THIS SHEET DATE SUBMITTALS By 10/25/2022 QA REVIEW VC it L. NO. DATE REVISIONS BY XX/XX/XX -- — I. i\A�WAYNE Automatic Fire , Sprinklers, S rinklerS Inc. !' MAIN OFFICE — ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLORIOA 34781 PHONE: (407) —3030 FAX (407) 656-8028 JACKSONVLLE. R" hE TAMPA. FL OHO BEACH. M 11326 DISTR®UTION AVE. WEST 3226 CHERRY PALM DRIVE 1500 S. POWERIJNE ROAD JACKSONVILLE. FL 32256-2745 TAMPA. FL 33611 DEERFIELD BEACH, FL 33442 PHONE (904) P-68-3030 PHONE (813) 630-0303 PHONE: (954) 917-3030 r. FAX: (904) 266-0724 FAX (813) 630-0312 FAX: (954) 917-9424 FT. MYEIa.S. FL CONCOM NC IRA, NC 4583 LAREDO AVE 4370 MOTORSPORT DRIVE 5905 TRIANGLE DRIVE FT. MYERS, FL 33906-4924 CONCORD, NC 28027-8977 RALBGIi, NC 27617 PHONE: (239) 433-3030 PHONE: (704) 782-3032 PHONE (919) 723-2348 FAX: (239) 433-3263 FAX: (704) 795-8838 I STATE LICE3JSES: NC SPRNWLEFL 29745 NC ALARM: 29611 SP-LV SC SPRINIG_ER; 1116 SC ALAAM: 3385 ZEPHYR COMMONS TYPE II EMERSON HILL CIRCLE ZEPHYR HILLS FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL COURT JACKSONVILLE, FL, 32224 SHEET TITLE" SITE PLAN DRAWN BYI VINNIE COMO TOTAL A/S, 2,854 DATE, 10/24/2022 AHJI PASCO COUNTY CONTRACT # 109678 CENTER OF TILE JOB? YES JZNO I CENTER ON FIXTURES JOB?[:] YES JNO SHEET # FPS ■ CONSTRUCTION TYPE, V—A OCCUPANCYI R-2 r t j4. { I It Ii'IN f'�'If,J � � T ;t ,"�� i16, �'s '• i4 �I. r '�• jj 1 'IC n P rtt �•.�� ( 1 } 1�,_1iT�r! j1Y1 w� iT'tl ''?tT ,t1 5 i 1 f f 1 Y I 11 , 1 • a 04. 1 .y' r 41 ee 1 ♦ 1 R} l •;, ' 1 T u �' (' 1 I •'� ' — I rTR r '= ' l jT T i 's� r' i� ' ) i 6 r' • 'f; t . t, 5 , t 41 ti i t i r♦ ,ay i" t 1 TIS :'a a *L s rsdT - Fy Ly ;f i 1 1 ! +; I �y rT•T; 1 h} I T t �iI s t1� k rc Yt' I r T I; I I'r 1 'i' YiU t I ° 1 1•�j' { T 11 i ' IrT '. � 1 •i , �1. , r l'� { tR li} •a,.y I i 1, i,{• ',a a N' , r1 i 55, `t rt il: I I la I 1 II 1 .. I _— II r n �• a ! i I / / II ( I 1 I I ! , i e i I l / 1 /I I a If 1 ' I � ! , I I° ( 1 b --I—T �r- Illl nllel ! ,°� Jj ! Win -r /1//III II ./ q' I I lY/ I d ) I r ( EI - f II- — -J I. I Fr - if \ J 11 i,i 13 1. i ii � / F[F(i(p u�, s , - / 1 II li 1 a � - / I u 1ppI —__ dI I — — r - -I i: I \ n r v _ II I I I I I - l p I I I � n - �� BUILDING SERVICES II DAS �� �_.�:. - I � Ilia alb �.1-__"__, !� �•O /� E Rp ,ir/i s R�i i l I "l I It L .� e� Ifil ,= 11 ",) i! '-- { I i - - - � / \11 to I � 1 ,•_7^� I I•- --- -I / t1\ t11 =fir IF] 11jpI 1,- STAIR SECTION VIEW N.T.S. BOTH STANDPIPES TYP, n if I ltl II11, IF- E :L71 I _J A j i� / = y I._•-_ ;-II s i i V -' ----� I I f it \ - 1 / II 1! 11 y 1 / it II i I' / it II / n — -I r , _� 1 ` I II T111 I�� �' i I I ! I I � , I I I I, .t I 1 a liftifil llli dll L#/ 'i _ t1.0 I ��I f ELEVATOR iI NO A/S REQ 10lc:)1�0 NFPA 13R 6.6.6 n + I I . 11g11 ---------- I BULK & STANDPIPE PLAN 14,239 SQ. FT. 2HR SEPARATION BETWEEN UNITS go. 9 ` Rio J I I IVl O. I AuL,=db Fire Bp sildeInc. NFPA 14 HYDRAULIC DESIGN CRITERIA FOR STANDPIPES O CLASS I O CLASS II 41CLASS111 &WET ❑ DRY ( MANUAL O SEMI -AUTOMATIC O AUTOMATIC NUMBER OF STANDPIPES CALCULATED 2 ELEVATION OF HIGHEST OUTLET 361-511 GPM PER OUTLET 250GPM TOTAL GPM REQUIRED 750 PSI @ PUMP IF APPLICABLE N/A TOTAL PRESSURE REQUIRED AT FDC 138.1 PSI Ir— , ! 1 ' I` I I ! 1 ! i I i 1 -if II III �3U • j l'B•'l�'1' BLDG 1 L IIIIJjj// d 'No o ^ 71374 / 1� �: L _tj p Hazard Fire Protection Engineering, Inc, i ,�,,TE r 222 CAPITOL COURT OCOEE. FL 34761 �.._, r� . Pit (407) 877-5578 FAX: (407) 656-8026 Rahw t' D6wr, PE r 'BnYler, PE Certificate of Authorization Number 29M R. L11wN 6 t1,11Na 7W4 it IMP O RT..A,.NT OWNER INFORMATION DOS DWIVDRG 12 BASED OR THE OWNER'S ACCEPTANCE OF THE GRINE'NTLY AIXII EDITION (EI M STATE OR LOCAL) OF WN 25 AS THE MPLICAIILE STMDMD FOR THE BMPEC = TESTIM AND MAINTENANCE OF VATER RASED FOE PI MTM SYSTEMS. PER SECTION LL TIE RESPORSOAITY F13R PROPERLY I10dIRA1NBCi A VATER BASED FOE PROTECTION SYSTEM MALL BE THAT ff THE WNER. F THE BllbODNG OWNER HAS NOT RECEIVED A COPY OF THIS PANWKXr AND/OR IS NOT FAMIL AR WITH THE O'ERATDM AND MADREMAINCE ff THIS SYSTEI{ PLEASE CONTACT THE NEAREST OFFICE W VAYIE AUTO ATIC FIRE SPRDKJ3; DC. CPVC COMPATIBILITY NOTICE ii jiCPVC FIRE SPNBIa.ER PIPING SYSTEMS HAVE KEN USED SUCCESSFI.LLY FOR WOE THAN 20 YEARS IN NEW CONSTRICTION, RE -PIPE AND RE'PABL CPVC PRODUCTS ARE IDEALLY SUED FOR THESE APPLICATmK DE TO TIED OITSTAIOING COaRin10N AEztiTNCE MMUTALLY. u HJWEVER, RFVC CAN X DMRAR,ED BY CONTACT VITA CFENOCALS FOBO IN SOW CONSTIMIDIN MATERIALS N)Fi SOE VIES FLUX PETROLOM BASED PR®IICTS', ETCJ AND ANCILLARY PFO ICTS SUCH AS THEM SECANTS, LEAK DETECTORS, FBESTOPS, IO.D DHOTTO S AID CLFJIN n ETC ANY PRO)UCT THAT am IN CONTACT vrrH CPVC DER PIPE MKT DE EVALUATED, FOR A LIST OF COPATULE PRODUCTS; PLEASE REVIEW WW/P �I COPYRIGHT r AL c L DO..UMENTS INCLUDING ORIGINAL DRAWINGS SPECIE F N BINARIES AND DAT INC UD MP T [CATIONS, IELD GTES _ A, L ING CD U ER PRGGRAMS PURSUANT T PR JECT AR TO HIS 0 E AND WILL REMAIN THE PROPERTY OF WAYNE AUT❑MAT]C FIRE SPRINKLERS [NC. CWAFS) AS INSTRUMENTS F RVICE: TH Y AR N T 0 SE E E G INTENDED NGR REPRESENTED TO HE SUITABLE FGR RE -USE HY THE CLIENT OR ❑THERS ON EXTENSIO ❑F THIS PROJECT, ❑ F ❑ F ' N R ❑R ANY OTHER PROJECT. ANY REUSE DR ADAPTATI N ❑ THE INFORMATI❑N CONTAINED HEREIN WITHOUT SPECIFIC WRITTE N PERMISSI❑N FROM WAFS WILL HE AT THE CLIENTS SOLE RIS WITHOUT 1 L K, LIABILITY OR LEGAL EXPOSURE TO WAFS AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TG BE AGRE ED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE ilFAME SPRDaO_ER CO/STMXMM DTAVDIGS AND SHOP DRAVOM MAY DO DACNfiiOMD DRAve+Gs OR GRAPF4CI DORROVED l FRO, THE ARMUTECTIMAL, CIVB., STRUCTURAL OR REP ORAWRM THESE RUIERENcE DACKfi I D ELE)ENTS ARE FOR Ij GENERAL WORNATION M CORTE%T ONLY AND THE FIRE SPRDMO.FR ENGDEER DES ROT ACCEPT ANY RESPONSIHD,ITY FOR THESE EL.EIEHTS. THE FIRE SPRDaaER ENGINEER IS [PLY RESPOKOLE FOR THOSE PORTHM O' THE I = SPRDOI DRAWINGS DEPICTING FM SPRVOLER SCOPES OF WORK. REFIER TO APPROVED AROGTECTURAL, STRUCTURAL, HEP OR CIVIL DNA IIiS FOR AUTHiOtITATIVE E PlESS10lS d< BAp 1314M O DFO MATIO N THAT NAY BE UTILIZED IN 1I SPRDiRLER DIRAVDIGS M DETAILS WATER SUPPLY INFORMATION ACTUAL DROUGHT ORWRAP0lA1E0 (AS REQ'D BY W FIRE PUMP SIZE: GPM 0 PSI STATIC PRESSURE 55 HYDRANTp� 2 —0 RESIDUAL PRESSURE 50 D 9 16 2022 FLOW IN GPM 1000 TIME OF TEST 10:30 AM PITOT READING 36 NUMBER OF PORTS FLAWED 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES HYDRANT #1256 DESIGN CRITERIA DESIGN AREA STANDPIPE I; HAZARD CLASS NFPA 14 OF STANDPIPES IN DESIGN 2 MINIMUM FLOW 750GPM III OF HOSE VALVES 3 PSI REQ'D 0 BASR GPM REQ'D 0 BASR PSI REQ'D 0 FDC 136.7 PSI GPM REQ'D 0 FDC 750 GPM ELEVATION 0 HIGHEST VALVE 3 '-6' SPRINKLERS SPACING7. SYMBOL II MAXIMUM MINIMUM i II i f li II it j i , QUANTITYSPRINKLERS EM ®Lill.l��;;1 EMOMMU® 11 mmmmmmmmmm -.■■■■-... MENOMEMEME - ■.■■■—... mmmmmmmmmm��■�1 mmmmmmmmmm ■■NE■ BUILDINGTOTAL THIS DATE SUBMITTALS BY 10/28/2022 CIA REVIEW VC I I� 0 NO. I DATE REVISIONS BY 1 YV /VY /VV WAYNE AuWffmIllft Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO• FLORIDA 222 CAPITOL COURT QCOEM FLOFIDA 34761 PHONE (407) 3030 FAX: (407) I58-8028 JACKSONVFLLE. FL X TAmpA. R. DEWFELD BEACK FL TIMS DISTRBUTION AVE. WEST 3228 CHERRY PALM DRIVE IBM S. POWERL8'E ROAD JACKSONVLLE, FL 32256-2746 TAMPA• FL 33919-e337 DEERFB.D BEACH, FL 33442 PHONE (904) 288-MSS PHONE: (90) 630-0303 PHONE (954) 917-3030 FAX (904) 256-0724 FAX (813) 630-0312 FAX (954) 917-9424 FT. LfYM FIL 4693 LAREDO AVE. FT. MYERS, FL 33905-4924 PHONPHONE:(09) 433-3030 FAX MW) 433-3263 CONCOM NC 4370 MOTORSPORT DFDVE CONCORD. NC 28027-9977 PHONE (704) 7ee-3o32 FAX (7134) 795-6838 RAF.E� � 5905 IAIAN(C E DRIVE F(ALENC 27617 -2 PHOW ( �) 723-2348 STATE LICENSES: NC SPFti 29715 NC ALARM 2861 SP-LV SC SPRINKLER IH6 SC ALAW,k 3385 ZEPHYR COMMONS EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 / SHEET TITLE, BLDG TYPE II BULK & STANDPIPE PLAN DRAWN BY, VINNIE COMO TOTAL A/S, 2,854 DATE, 9/13/2022 AHJ, PAS COUNTY CONTRACT # 109678 CENTER OF T1LE JOB? DYES JtNO I CENTER ON FIXTURES JOB? ❑ YES UT NO SHEET # FPSP2-OCCUPANCYi ■ CONSTRUCTION TYPE, V-A R-2 Ifs I l;ll,� III,, tl 1 I�1`TP'�i1��t�cfl is r { r I I , , liI, s, ,t "Ili 1It R �,iiq ���!)'+II I• 1' I' lllr �,r I I' I I 1 • �'� 1. s I , o 0 I , Rr, 1'`F IMk j`k R f it 3 'I H R I I 'QQ P^�il ''H ZII IIiI11�1 l'�!, � ^IEya rs�w ! II . ( / 1 R , 1 „ 1 I i +I H t i }T ti •, I F , ( t , f , ) , 11 { r + f, I. a( f I 11 ( t ri1 t..t r 1 1 V Y 1 r , ) t 1 • r to k q.. {R+ t l t { i'yiY j PSI 1U I r 1 , 41 : p it � - ,• y , .�i, _�; I ;'14 , R ( l , c ('1 1, T' - • , -.:C eT I, `14�fir V N, fl r �1•r ti H � 1 �• i 4 s Y tC< ' �.• }I '� .SG,� 1 � � � ri y3 , ri tp , •' it krl MIA) h,). !� i t l a ri i a; I ! I I L_1 f4 �I 'I , i� r �' �� I fig+� � •" �I p; 1 I`t� fu 11,v 31i I , I f • � l �1�', i � , rC I t> I I r! g I I r I'` `rylll rqi #t�ll r I 9ij + i 1, II ,I, �1 11 II�•I �� Ulf h4 lit, 1 )R11I S V, I , , I- � +ft = ! Y r r I I 9 ' .,I4Pr Y g'.I-. j , \ i} r �)�;VU,14, j{ :R , ^, 1i {� �,,• � kl � ,h, 9rrr R{itN {" i' I H f � ( 1 � II t it r ,�•. I {�f ,x•:• ),•e yr` I ,r i` , 1 , •^ P' k" UNT SECOND & THIRD FLOOR FIRE PROTECTION PLAN 14,089 SQ. FT. 2HR SEPARATION BETWEEN UNITS THIS LAYOUT TYPICAL FOR UNITS 1&2 CE]UNG HEIGHT 9'-0' A.F.F. FIRST FLOOR FIRE PROTECTION PLAN 14,293 SQ. FT. 2HR SEPARATION BETWEEN UNITS THIS LAYOUT TYPICAL FOR UNiTS 1&2 CEILING HEIGHT 9'-O' A.F.F. ,Fry Kai ! 1 I ' L±l III-] I i_ ll I !, III ' I: I 11 I .I I::I IIILiI'.I.I1.1:111 :".Ifl'III !, ;:.. I:_J_ I -I I I! 'I I I + I I I... I 11 ---- -STEEL PIPE 4' z' 0 8' 16' — -CPVC PIPE SCALE 1/8' = 1' z BLDG 1 11 .■.. -STEEL PIPE BLDG 2 — -CPVC PIPE I _ I III / iI �� � f4 _C 6 ,* f Hazard Fire Protection Engineering. Inc. ? I 222 CAPITOL COURT OCOEF, R. 34761 (_). •. PH (407) WR-5578 FAX: (407) 656-SM Rdlw't ,a t Certificate of Authorization Number 29M FL I"' oll,If ilo// :i. `7Mn'I'll tio. 71374 7,4 -/J; 5\6,) - c.T{1jG Qr lu I". "M � nW. PE F )P. -' 61.5 �ider. P.E lo.: 7 F; L"- N. 71374 IMPORTANT OWNER INFO RMATIO N T)1O DRAWING 13 BASED ON THE OWNER'S ACCEPTANCE IF THE CI W MLY ADPT0 EDITION C¢ITFER STATE OR LOCAL) OF NFPA 25 AS IE AP"JCAXE STAN[M FOR THE IISPECTAX TES1 AND NADOENANCE OF WATER BASED FIRE PFUrMr= SYSTD% PER SECTION 44 THE REVOUMITY FOR PROEALY NAITAIEf A WATER BASED FIE PROTECTION SYSTEM VWJ- 1£ THAT OF THE DWN M IF THE UBLM IWHER HNS NOT RECEIVED A (SPY OF THIS PA1PF V ANO/Ot IS MOT FNMJAR WITH THE OPERATION AND NAIREIMIEB OF THIS SYSi% PLEASE CONTACT THE NFIPEST OFFICE OF WAYIE ARNATIC FILE SPRDIO.FRS DIC. CPVC COMPATIBILITY NOTICE CPVC FDE SPRIOCLFR PIPING SYSIDIS HAVE BEON USED SUCCESSFULLY FOR NOE THAN a YEARS IN NEv C04iPUCTIOA RE -PIPE AND 07ML 0'VC PEDUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS BUE TO THEIR DMANORG CORROSION RESISTANCE OXAISIOIALLY, HOWEVER CPVC CAN BE DI ATE➢ BY CONTACT WITH 00VALS FOLM IN SEE CONSTRUCTION NATEIRIALS M SEE VDIES, FLIDf, PETRO.EIB1 BASED PR®ICT& M AND ANCILLARY PRIOUCTS SUCH AS 7TBEAD SEALANT; LEAK DETECTOR! FDESTOI$ MQ.B 04031TORS AND ME44U S LTC. ANY PRODUCT THAT IDES iN CONTACT VITH CPVC SPRIS(LER PPE RUST BE EVALUATED, FOR A UST OF CORPATIBLE PRMUCT36 PLEASE RE:VEV HFTW COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN. WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE FIE SPRINIQM CONSTRUCTION DRAVIRGS AND SHOP DRAVIIOS MAY DRCI BACKGROUND DRAWINGS OR GRAPHICS BORROWED F'ROi THE ARCHITECTURAL. CIVIL. STW)CTUWLL. OR MEP DRAVDRGS. THESE REFERENCE RACIZROUND ELE)ENTS ARE FOR GENERAL DFORNATOII OR CONTEXT ONLY AND THE FIRE SPRIICLER ENGDEER DES NOT ACCEPT ANY fESPOSISE-ITY FOR THESE ELENEMM THE FIRE SPRING.ER ENGIIEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE S RIICLER DRAWINGS DEPICTING FIRE SPRING.ER SCOPES OF WORK, REFER TO APPROVED ARCHITECTURAL, STRUCTURAL. KEP IR CIVIL DRAWINGS FOR AU H3UTATIVE EXPRESSIONS IF BACKGRO 10 ITFOMATBDN THAT NAY BE UTILIZED IN FIRE 94UNK O DRAVIHGS OR DETAILS WATER SUPPLY INFORMATION ACTUAL DRO W OR E)MWOLATED ('S REQ'D BY Af0) ARE PUMP SIZE: GPM @ PSI STATIC PRESSURE 55 HYDRANT ELEV. 2 —0 RESIDUAL PRESSURE 50 DATE 9 16 2022 FLOW IN GPM i000 TIME OF TEST 10:30 AM PITOT READING 36 1 NUMBER OF PORTS FLOWED I 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES N HYDRANT #1256 DESIGN C DENSITY REA S.F. i f : hl i , 'Fi •FmlPrii:i El1$i DEMAND SPRINKLERS SPACING KSYMBOL MAXIMUM MINIMUM COMMENTS 18'x18' U.N.O. 8'-0' DEFLECTOR TO BE 1 4 DOWN FROM it r 225/130 SQ. Fi. 6'-0' 196 SQ, Ff. 6'—OR I 0 0 BE 47FU FROM ' m3 ®m'Imm®®®©m f 1 Rom MMimMMMmo '•7: 1 7 ' 7 1 7 MlNENMM NNW - ■■■■■-■.. IIIIIIIIIIIIIIINENIIIIIIIIIIIIIIIIIII MEN MEN MEMNON - ■■■■■-..■ wommmommmo ®®®®■ 1 • 11 i .II i ' •: 1 1 1 ' ' in i J F� ® -- = -= II�� , I1 I �� i '���I �� \"A�WAWIE �� :! AubomaW Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO. FLORIDA 222 CAPITOL COURT OCOEE. ROFIDA 34761 PHONE (407) 3030 FAX: (407) 656-6026 JApCSDNVLLF- R. TAiIIPA. R. 1087111FIELD BEACfK R. ttM OSTFEUTXDJ AVE. WEST 3226 CHEFAY PALM DRIVE 1600 S. POWt FLM ROAD JACKSONVLLE FL 32258-2745 TAAPA. FL 33819-8337 DFSRFIEO BEACFL FL 33442 PHONE (904) 288-3030 PHONE: (813) 830-0303 PHONE: (954) 917-3030 FAX (904) 266-0724 FAX (613) 630-0312 FAX (954) 97-9424 FT. MYEM FL CQAICOM M li 4683 L.AREDO AVE. 4370 MOTORSPORT DFBVE 5TRANGLE �' �� FT. MYEFA FL 33906-4924 CONCORD. NC 28027-8977 F(ALBO( NC 27en PHONE: Me) 433-3030 PtK*Z (704) 782-3032 PHONE (919) 723-EM FAX (239) 433-32W FAX (704) 785-SM STATE LICENSES: NC SPFI*a-ER 29745 NC AEARAk 29811 SP-EV- 9C sFq1NICL6;: Rite SC ALARM 3385 q ZEPHYR COMMONS g EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLE. BLDG TYPE II FIRST —THIRD FLOOR PLAN DRAWN BY, VINNIE COMO � i TOTAL A/S1 2,854 DATE, 9/13/2022 1, I: AHJ, PASCO COUNTY CQNTRACT # '109678 iii CENTER OF TiLE JOB? YES U NO CENTER ON FIXTURES JOB? ❑ YES JZNO l I SHEET # FP201 E, V-A OCCUPANCY, I, R-2 I k; I 1 1,1 ` 1 '� i � IH ) . 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I .v' Ili (t R ' •. , , y Y Sir k f} (. tyre i It €?. p . �f .;.�T .�. t' 0 k i,; N FI•f; 3 �' ,ter` , I _ N� T I'. , � %i I>'. p T s + .III P , � - �" 7 i i i i r ; I iy� rk �f 11rv,v ni _9 p v It .•1 tt.,' I-FI , .k.. `I r 'I , •A� S + -d I b 4 $ . L, Ii ' .l R yr , 1 I �� i, �: •t -I� T i t� 1 rkv �, , 1 I 5'. { M •• .i 11 iF P,'11f iif} !(I :HI �1 ,"`-)T_ Ii"i „' 1 )I f i t,, I a as : II 1 P4, I,k TJ 1 ,I i �:. r 'I .I •} I t v A A T t :.j- t I ! J !' k, •Ride' , ,F.7 I .t, ac- ,q. ; x.•. 1 \Nm DESIGN AREA #DA1 4TH FLOOR UNIT B1 COMMON AREA R„ kw.,, k. COMPARTMENT DESIGN PER NFPA 13R, SECTION 7.1.1 8S1 18' X 18' SPACING S2 18' X 18' SPACING 17GPM @ 12 PSI 17GPM @ 12 PSI 18'X 18'SPACING s 17GPM @ 12 PSI DENSITY.05 DOMESTIC DEMAND - 168 GPM ::R:00:9j47N . . _.__.._.___-.__ .. I, - __,I DESIGN AREA #DA2 4TH FLOOR UNIT A2 BEDROOM R, Op hift bft COMPARTMENT DESIGN PER NFPA 13R, SECTION 7.1 s 20' X 20' SPACING 20 GPM @ 16.7 PSI SINGLE SPRINKLER PROOF CALCULATION I DOMESTIC DEMAND - 168 GPM R00943N L--------- - - - _ - I - - - ___ __ ___ - . \%= DESIGN AREA #DA3 4TH FLOOR OUTSIDE DWELLING UNIT n, low" bw DESIGN PER NFPA 13R, SECTION 7.2 18'X 18'SPACING S6 18'X 18'SPACING s 17GPM @ 12 PSI 17GPM @ 12 PSI 18' X 18' SPACING s18'X 18'SPACING s 17GPM@ 12 PSI17GPM @ 12 PSI DENSITY .05 DOMESTIC DEMAND - 168 GPM R00946N -- - - ) _ _ �_-_- I - 1 I'. II 'I! ##ll', LI# a mwli+l dlj� I II I ! I L I, —I 1 ,I , U TOTAL FIXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANK 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SINKS 1 2 2 LAVATORY - 1 0 WATER CLOSET W/ FLUSH TANK - 3 0 DISHWASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 71177,07. TOTAL FIXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANK 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SINKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W/ FLUSH TANK - 3 0 DISHWASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 1 18 UNIT C 7 TOTAL FIXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W/ FLUSH TANK 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W FLUSH TANK - 3 0 DISHWASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 13 UNIT A UNIT B IAVfT C TOTAL FIXTURE GOAD PER UNIT 11 18 19 TOTAL UNITS PER BUILDING 21 27 0 TOTAL LOAD UNITS PER UNIT 231 486 0 TOTAL UNIT DEMAND PER BULDNG 717 TOTAL DOMESTIC DEMAND PER BLDG N INTERPOLATION USED I 80 8 TABLES A.9.6 (e)/(b) DOMESTIC DEMAND 11111111111111111111111111111111�SCALE: NONE Fir.a h. 00334N FOURTH FLOOR FIRE PROTECTION PLAN 14,089 SQ. FT. 2HR SEPARATION BETWEEN UNITS THIS LAYOUT TYPICAL FOR UNITS 1 &2 CEILING HEIGHT 9'-O" A.F.F. ■■I -STEEL PIPE -- -CPVC PIPE UNIT A2 TVWAL N/[j ,//% /S `. . d ' ,`•1.6. 771374 0 1, i :*- �- : C� __ Hazard Fire Protection Engineering, Inc. - ' � ATE OP `� 222 CAPITOL COURT OCOEE FL 34761 •. / / '�� , FIR (407) 877-5578 FAX: (407) 656-MM Robert -' Dwt, RE \U P • [ d_ Rritlw, PE - Certificate of Authorization Number 29038 R. Lowi ..1- 0. I iRl�,11ir0W\ No. 7W4 IMPORTANT _OWNER INFORMATIO THUS DRAWING IS IUD ON THE WIER'S ACCWTMILE OF THE CLItlaMLY ADOPTED EDITION WTHER STATE OR LOCAL) OF WPA 25 AS THE APPLICABLE STANDARD FOR THE DRPECTO, TESTING AM MAINTENANCE O WATER BASED FIRE PRITEC'I'M SYSTEMS PER SECTION , LL THE RESPOdSODSTY FOR PRO LY MAONTADDNG A WATER RUB FIE PROTECTION SYSTEM SHALL DE THAT OF THE W►ER. 7 THE ADLDDG WEER HAS HOT RECEIVED A COPY O' THIS PAMPHLET AND/ON IS HOT FAMILIAR WITH THE OPERATION AND MADNOOAHCE OF THIS SYSTEM, PLEASE CONTACT TIE NEAREST OFFICE OF WATEE AUTOMATIC FIRE SPRDIGMM DC CPVC COMPATIBILITY NOTICE CPVC FIRE SPRDe(LdR PD'DG SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MOVE THAN 20 YEARS IN NEV CONSTRUCTION, RE -PIPE AND EPAIL CPVC PRODUCTS ARE MEALLY SROTED FOR THESE APPLICATIONS DUE TO THEN OITSTANDDIG Cm=mo N RESISTANCE, OCMMMALLY, HOVEVER CPYC CAN DE DAMAMD BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS CEJ SOME WDn FLU,, PETROLEUM RASED PRODUCTS ETCJ AND ANCDI.ARY PRODUCTS SUCH AS THREAD SEALANTS„ LEAK DETECT= FDESTO'S, MOLD DNHOITOtS !D CLEANER% M:TC. ANY PRODUCT THAT COMES IN CONTACT VITH CPVC 94M*LER PIPE MUST NE EVALINTM FOR A LIST O' C13WATIBLE PRODUCT% PLEASE REVMV HTTP//P COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIDNS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT III THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CWAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, CR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLU➢ING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE 11" I= SPR94( ER CENSTRUCTION DRAWMU AND SHOP DRAVDNGS HAY ONCI DACKTUM WAVIIGS OR MAP'HCS XMMWED FROM THE ARCNITECTUVI, CIVIL, STRICTURE, OR MEP DRAWINGS.THI= REIMM CE BACK WW ELEMENTS ARE FOR GDE.RAL INFORIATmN OR CONTEXTOLY AND THE I= SPRIRLER ENaI EER DIES MOT ACCEPT MY RESP MMITY FORTHESE UMOENTS, THE FIRE SPRINN(LEER DOOM IS ONLY RESPONSIBLE FKR THOSE PORTIONS OF THE FIRE SPR3Ntt.ER DRAWINGS DEPICTING FINE SPRNO_ER SC'�ES IF VWL REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MV OR CIVIL DRAVMSS FOt AUTHOKTATIVE EXPRESSINS QF BACKGRCIU D IFORNATION THAT MAY BE UTII..TZFD IN FINE SPRIIMER DRAVMS OR DETAILS WATER SUPPLY INFORMATION TIC PRESSURE IDUAL PRESSURE �[, ACTUAL 55 50 DROUGHT OR DMWOIATED (AS REQ'D BY ANJ) FIRE PUMP SIZE GPM ®PSI HYDRANT ELEV. 2 -0 A 9 i6 2022 W IN GPM 1000 TIME OF TEST 10:30 AM T READING 36 NUMBER OF PORTS FLOWED 1 T PROVIDED BY TION CITY OF ZEPHYR HILLS UTILITIES HYDRANT J1256 DESIGN CRITERIA HAZARD CLASS NFPA 13R I NFPA 13R NFPA 13R 11 ff SMIURS N DESIGN AREA 3 1 4 MINIMUM DENSffY .05 .05 .05 DESIGN AREA S.F. 3 SPRINKLERS 1 SPRINKLER 4 SPRINKLERS PSI REQ'D 0 BASR 44.4 PSI 39.4 PSI 36.7 PSI GPM REQ'D 0 BASR 56.4 GPM 20.0 GPM 69.6 GPM PSI REQ'D 0 TEST 48.7 PSI 43.1 PSI 41.2 PSI GPM MID ® TEST 224.4 GPM 188.0 GPM 237.6 GPM EIEV0A ®HI01 SNOW O 42'-0° 42'-0° 42'-0° HOSE INSIDE OUTSIDE DOMESTIC DEMAND 1 168 GPM 168 GPM 168 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS 18'08' U.N.O. 8'-0" EFIECTOR TO BE TO 4 10 225/130 SQ, FT. 6'_0• NIF 0 TO BE 1 TO 12 196 SQ. FT. 6'-0" , 0 0 BE 4- TUT • ®mimmi ��;11 ®®©® 1114 :.mmmmmmmmmm .■■■■■-... .. - ■■■■■-..._ _� D mI I� DATE I SUBMITTALS I BY 10/28/2022 1 QA REVIEW I V C INO. I DATE I REVISIONS I BY 1 YY /YY /YY I __ I - 2 'A ��� N"V'MW�AY"�NE AuWnk& Fire Sprinldm, Im MAIN OFFICE — ORLANDO, FLORIDA eee CAPITOL COURT OCOEE. FLOWA 34761 PHONE: (407) 3030 FAX (407) 668-8026 �: JACKSONVL LJL FL hfJ TAwA. r-L DEM*MM BEAD{ FL 11328 DISTRIX)TION AVE WEST 3226 CHEFAY PALM OMVE 500 S. POWERLM ROAD JACKSONVL.LE, FL 32268-2745 TAMPA, FL 33819-0337 DEE RFBD BEACH, FL 33442 PHONE: (804) 268-3030 PHONE (813) 830-0303 PHOH6 (954) 917-3030 I: FAX (904) 268-0724 FAX: (613) 830-0312 FAX: (954) 817-8424 FT. MYEM FL CONCOM NC ppLEMFI f,IC 4883 LAREDO AVE- 4370 MOTO RSPORT DRIVE 690S TRIANGLE DRIVE FT. MYEiS, FL 33905-4924 PHCONCORD, NC 28027-eM RALWK NC 27617 ONE (238) 433-3030 PHONE 0iOQ 782-3032 PHONE (919) 723-EM FAX (239) 433-3283 FAX (704) 795-SM I STATE LEBJSES: NC SPWAGIR 2974E NC ALAPM 29811 SP-LV SC SPF&A(LEk ITIB SC ALARIA 3385 91 P ZEPHYR COMMONS a.a. EMERSON HILL CIRCLE R ZEPHYR HILLS, FL. 33541 9 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 / SHEET TITLE, BLDG TYPE II FOURTH FLOOR PLAN DRAWN BYI VINNIE COMO TOTAL A/S, 2,854 DATE, 9/13/2022 AHJI PASCO COUNTY CONTRACT # 10 9 6 7 8 CENTER OF TILE JOB? ❑ YES Q6 NO ECENTER ON FIXTURES JOB? YES NO SHEET # FP2m2 C�NSTRUCTI�N TYPE, V-A OCCUPANCY, R-2 i�ii ,� , jl e R I�j , .� � I teal gt I' , ,� � I j ��J , I,0 I T,•i �ij ,. I ' r. 1� I ?; I (`' ) t 1 irl ( �r` t I I T r I( 1i. 1' # I� 1 I iI' y 1 ji v(Eblit �1 I 11) 1, . I 1r I �: l 1. I 1 I►# �' !I I �'� N 1��i Il il� I i� I „ . { I!' I �t , 1. I ; ! , ' ,I I't d ly,� € { ] 1 1�4 1, q 1.I 11s I 11 - I �` „ jjI {, (I I`,1Y l 'i {' `I: 1 sR1�`�`i 1 (. 11'11 I # 11. I I, I� ' I � � I `!i�Ii I t I�I} Ii M H r'I! 1; iy I 14 } 6 )I I p,r ,0NI ' ' ) k r � )" I, S F i I { ! i,(r , I, ,fry x` y '! T7 IH I' r}•.,' 1H }••^' e R a r,,Ii t j, "' i ,.';. A IF e .F �' `n i .�fiT r 11 V. I 1< i ' ' I "I N 'j,: i ' '. I, ' ��1) k1. I 1, '� > .. � , SS , 'S �` V_ '' :2 h -, ,, , H.. ' _ U r .. +: , H { Y , ; � t - , fly') `:� xt�M H H s, . , c w N i _, , %' t I, A ti". I �II { f�! f ` ). Y t s 1.v I , c' ! , *. t 9SI. ,.,} 4.•. y.. s�'' . +_ i„- i1 +� ,P :?, .�1. F , ;• . i S , } `S 1 '. R , 1 L' t,: { H ( ( i,;, �I a a Y ) I! j , ,:R 4 r, 11,' } I 1" t, I' `tA ;, ` I.., e Ott:: 'R I ��� , •t ' `J i P + ! I �, ,. }V 'I `j j'^ , 1 I t y � ° ' —, { :IV — t 1r: II ,IJ I 1y. '8 '1 1 1 r.• I f. I -I')I 1 C:I § • LHI 1fjl ;;,' , ) M H ro r r_ , x I N { : r I: .. ;t f I. !j I I . R }.? R :! , e ' , F x Hr , Zx }, r' 1 1 t. I. , Hi . �` =s.t� y I , y _, +. �� ,1 j }` 1 ' '}'.. .'S S, :.x 1 ... Hf !. .: R t 1t1 nA ; , It ,', I f �7 I,'s '� K .' 1, T ' r �' a< �_ {! ' I tf L 1 t I , i�. P 1 t,x 's ro F . e I i 1R ) �, 1 , , '�I` ' 1 T r s l I,. , ,. 1 ,; Ii, R :4ra� I ; I I' I�ib� iIi N `` R: H { i ; fi,, 3 I P{ t:.: ,.-, ,: 1. Ys-- *.1 it y q a7 ��;: { II ��y11,I H�`f,l\1a' I .,.s �; II 14M ",,, { 1.; ,L> >< 111, -1) ,'i R I{I 7 j w t9 I I 5 - NA i 1 , 11 I;j t rs,. t Sr:H c 1 {{ a I.I h 4S5 , , t E ' t , 1 ,,t '0 Li I , ;`R I } I ,' q, �, d r1; W , 1 w l t €� >< �' I . . CI - v;: .N I ,, B' 32- ,3 ( t.; a ,: i'w i ; 1 y R ���' 1R, f,. i) 1 >~ E �' } + , _; ;� r '.R it i1 ,, �-. 11 I ,`5.1 I I < Het , Y) t:e 1 ) t 1 ,.I X ,1 ;k a • sX , , I', ,: 111 4 d H (' t Y ;�. 11 ,, 1 :': ,'1 i $ I" T .ry , , Y :>'n Rh, o M1 ! I,� I ,. R I R f, 1, i'T ti T' �1 )*011 Il t 1 + t,iI N . . ` �.. 1 ; r, '(}iti y _,.fit.;. q F I, I - ", ' n -T i, .r,kf ;f F, s ! +, 9 ,'. ) " o J. I )' , I f 1 a` , ':; R { y: I k � [ f'- ' k� •. i'4,s '7 .'I , l...31 '� - 1. .try 1. t 11I L3 ,*] i 1,)rfI f-..e I , fl , H' , a "', j- t ,I� Ryy I, ., I G O ,,s..., 1 ,1 ,S - 1 �iI I -,` 1, r .1 1 } il�'. i s I c 4 r _� n s .' i �j 1 , R a,c. s ; 's I I' I I 1 I 'iI ` I i _ I Ik l 'll'Illl i 111.14 ! Ilili I I I ! I d_ I fl L 11 ,II �!1 I , 1l I' 'I * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2O16 EDITION OF NFPA 13R AND 2016 EDITION OF NFPA 13 WHERE DESIGNATED BY NFPA 13R. * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. * ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N). * ALL HANGERS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13 AND THEIR LISTING. * ALL SEISMIC BRACING, IF REQUIRED, SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13 AND THEIR LISTING. * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR STI LCI. * UNDERGROUND MAINS AND LEAD-INS SHALL' BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE SPRINKLER SYSTEM. * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEMS SHALL BE TESTED AT 200 PSI FOR 2 HOURS. * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS, * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER PIPING IS BY OTHERS. * HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS, * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18" AND NOT MORE THAN 48" ABOVE THE LEVEL OF THE ADJACENT GRADE. * SPRINKLERS SHALL NOT BE INSTALLED PRIOR TO THE FITTINGS BEING CEMENTED IN PLACE. * ALL SPRINKLERS IN DWELLING UNITS SHALL BE UL LISTED OR FM APPROVED RESIDENTIAL SPRINKLERS. * ALL SPRINKLERS OUTSIDE OF DWELLING UNITS SHALL BE QUICK RESPONSE. RESIDENTIAL SPRINKLERS SHALL BE ALLOWED AS PER NFPA 13R SECTION 6.2.2. * SPARE SPRINKLERS OF EACH TYPE, TEMPERATURE RATING AND ORIFICE SIZE AND APPROPRIATE WRENCH OR WRENCHES SHALL BE LEFT ON THE PREMISES. ON A SINGLE PROPERTY UNDER THE SAME OWNERSHIP, SPRINKLERS WILL BE PROVIDED IN A SINGLE LOCATION. * REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. * SPRINKLERS SHALL BE PROVIDED IN ALL OPEN ENDED CORRIDORS THAT ARE NOT SEPARATED FROM THE EXIT STAIRS PER IBC/NCBC/FBC 903.3.1.2.2. * SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: o BATHROOMS WHERE THE AREA DOES NOT EXCEED 55 SQ FT (INCLUDING TUBS AND SHOWERS). o CLOTHES CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN THE DWELLING UNITS THAT DO NOT EXCEED 24 SQUARE FEET, THE LEAST DIMENSION DOES NOT EXCEED 3 FEET, AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED BY NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. o ANY PORCHES, BALCONIES (EXCEPT THOSE OF TYPE V CONSTRUCTION), CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. o ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, CRAWL SPACES, FLOOR/CEILING SPACES, NONCOMBUSTIBLE ELEVATOR SHAFTS WHERE THE ELEVATOR CARS COMPLY WITH ANSI A17.1, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. o CLOSETS ON EXTERIOR BALCONIES AND EXTERIOR BREEZEWAYS/CORRIDORS, REGARDLESS OF SIZE OR CONTENTS, AS LONG AS THERE ARE NO DOORS OR UNPROTECTED PENETRATIONS FROM THE CLOSET DIRECTLY INTO THE DWELLING UNIT. o CEILING POCKETS THAT MEET THE FOLLOWING REQUIREMENTS: 1. THE TOTAL VOLUME DF THE UNPROTECTED CEILING POCKET DOES NOTE EXCEED 100 CU. FT, 2. THE DEPTH OF THE UNPROTECTED CEILING POCKET DOES NOT EXCEED 12 IN, 3. THE ENTIRE FLOOR OF THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE LOWER CEILING ELEVATIONS. 4. THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE CONSTRUCTION. * WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13R INCLUDING BUT NOT LIMITED TO VALVES, AND HYDRAULIC PLACARDS. System No. F-C-2032 F Rating - 1 Hr T Ratings - 1/4 end 1 Hr (See Item 2) A 3 2 A Fie Spriido Eno. Section A -A 1, FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED DF THE MATERIALS AND IN THE MANNER SPECIFIED IN INDIVIDUAL L500 SERIES FLOOR -CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, THE GENERAL CONSTRUCTION DETAILS OF THE FLO R-CEILING ASSEMBLY A E SUMMARIZED BELDWI q � A, FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR � TOPPING MIXTURE)K AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4 IN, B, WOOD JOISTS - NOM 2 BY 10 IN, LUMBER JOISTS SPACED 16 IN, OC WITH NOM 1 BY 3 IN, LUMBER BRIDGING AND WITH ENDS FIRESTOPPED, AS AN ALTERNATE TO LUMBER JOISTS, NOM 10 IN, DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERSW WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED, C, FURRING CHANNELS (NOT SHOWN) - RESILIENT GALV STEEL FURRING INSTALLED PERPENDICULAR TO WOOD JOISTS (ITEM 1B) BETWEEN GYPSUM BOARD (ITEM 1D) AND WOOD JOISTS AS REQUIRED IN THE INDIVIDUAL FLOOR -CEILING DESIGN, D, GYPSUM BOARD)K - NOM 4 FT WIDE BY 5/8 IN, THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING I DESIGN, GYPSUM BOARD SECURED TO WOOD JOISTS OR FURRING CHANNELS AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN, MAX DIAM OF CEILING OPENING IS 4 IN, 2, CHASE WALL (NOT SHOWN) - WHEN REQUIRED (SEE TABLE UNDER ITEM 2), THE THROUGH PENETRANT (ITEM 2) SHALL BE ROUTED THROUGH A 1 HR FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL, DEPTH OF CHASE WALL STUD CAVITY TO BE MIN 1/2 IN, GREATER THAN DIAM OF OPENING CUT IN SOLE AND TOP PLATES TO ACCOMMODATE THE THROUGH PENETRANT CITEM 2), THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES; A, STUDS - NOM 2 BY 4 IN., 2 BY 6 IN, OR DOUBLE 2 BY 4 IN, LUMBER STUDS, B, SOLE PLATE - NOM 2 BY 4 IN,, 2 BY 6 IN, OR PARALLEL 2 BY 4 IN, LUMBER PLATES, TIGHTLY BUTTED, 1, C, TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NDM 2 BY 4 IN, OR 2 BY 6 IN. OR TWO SETS qF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED, MAX DIAM OF OPENING IS 4 IN. D, GYPSUM BOARD1 - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN, - I. m 76 - -= Specified Technologies Inc. 200 Evans Way So erville, NJ 088 erwriters Laboratories Inc. �� Reproduced courtesy of Und ut STI(800)992-1180 • (908)526-8000 • FAX ( 08)231-841b e• I E-Mail echse v@stiff estop.com • Website:www.stifirestop.com NFPA 13R 2016 GENERAL NOTES SCALE: NONE 01002N mr GRAL FROM SUPPLY THE USE OF THE CHASE WALL IS DEPENDENT UPON THE TYPE OF THROUGH PENETRANT USED AS SPECIFIED IN ITEM 2, 3, THROUGH -PENETRANTS - DNE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM, DIAM OF OPENINGS HOLE -SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM WALLBOARD CEILING TO BE 1/4 IN, TO 1-5/8 IN. LARGER THAN THE OUTSIDE DIAM DF THROUGH -PENETRANT, PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES, CONDUITS OR TUBING MAY BE USED; A, POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, B, RIGID NONMETALLIC CONDUIT(RNC)+ - NOM 2 IN, DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO, 70X C, CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, DIAM (OR SMALLER) SDR 17 CPVC PIPE FOR USE IN CLOSED (PROCESS DR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, A ACRYLONITRILE BUTADIENE STYRENE (ADS) PIPE - NOM 1-1/2 IN, DIAM (OR SMALLER) SCHEDULE 40 CELLULAR DR SOLID CORE ABS PIPE FOR USE IN CLOSED (PROCESS DR SUPPLY) DR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, E, POLYEUTYLENE (PB) PIPE - NOM 1 IN. DIAM (OR SMALLER) SDR 11 PB PIPE FOR USE IN CLOSED (PROCESS DR SUPPLY) PIPING SYSTEMS, F, CROSS LINKED POLYETHYLENE ALUMINUM -CROSS LINKED POLYETHYLENE (PEX AL-PEX) TUBING - NOM 1 IN, DIAM (OR SMALLER) SDR 5 PEX-AL-PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, G, CROSS LINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN, DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS DR SUPPLY) PIPING SYSTEMS H, ELECTRICAL NONMETALLIC TUBING (ENT)+ - NOM 2 IN, DIAM (OR SMALLER) PVC TUBING INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70), THE USE DF THE CHASE WALL (ITEM LD IS DEPENDENT UPON THE TYPE AND DIAM OF THROUGH PENETRANT AND TYPE DF PIPING SYSTEM USED AS TABULATED BELOW; TYPE OF THROLXBH MAX DIAA+ET ER OF TYPE OF F F I SYSTEM USE OF CHASE WALL PEl ETRANT THROUGH PENETRANT N PVC PIPE <A) 2 CLOSED DR VENTED OPTIONAL RNC 2 NOT APPLICABLE OPTIONAL CPVC PIPE (A) 2 CLOSED RJR VENTED OPTIONAL ABS PIPE 1-1/2 CLOSED DR VENTED OPTIONAL PB PIPE 1 CLOSED OPTIONAL PEX-AL-PEX TUBING 1 CLOSED REQUIRED PEX TUBING 1 CLOSED OPTIONAL ENT 2 NOT APPLICABLE OPTIONAL (A)WHEN NOM DIAM OF PIPE EXCEEDS 1 IN. AND CHASE WALL (ITEM 1,1) IS NOT USED , T RATING IS � HR. H NNULAR SPACE SHALL BE MIN 0 IN, (POINT H N 2F 2G DR 2 IS USED THE A W E 2A 2B 2C 2E CONTACT) TO�MAX 1 5/8 IN, WHEN 2D IS USED, THE ANNULAR SPACE SHALL BE MIN 1/8 IN, TD MAX 1 IN, UNLESS THE PIPE IS ONTAINED WITHIN A CHASE WALL, IN WHICH CASE THE MINIMUM ANNULAR SPACE IS 0 IN, (POINT CONTACT), 4, FILL, VOID OR CAVITY MATERIAL)K - SEALANT - MIN 3/4 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS ON TOP SURFACE DF FLOOR, MIN 5/8 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS DN BOTTOM SURFACE DF CEILING DR LOWER TDP PLATE DF CHASE WALL ASSEMBLY, ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN 1/8 IN, CROWN IS FORMED AROUND THE THROUGH PENETRANT DN BOTTOM SURFACE OF CEILING DR LOWER PLATE OF CHASE WALL ASSEMBLY, SPECIFIED TECHNOLOGIES INC - SPECSEAL 100, 101, 102, 105, 120 OR 129 SEALANT, SPECSEAL LCI +BEARING THE UL LISTING MARK BEARING THE UL CLASSIFICATION MARKING FIRE CAULK - STI SYSTEM No. F-C-2032 UP TO 2" CPVC PIPE £r WOOD FLOOR TRUSS 1-HOUR SCALE: NONE AYNE Aatoe�tb Fir. SprilldN s, 4Ma 00219N * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2O16 EDITION OF NFPA 14. * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. * ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N). STANDPIPES SHALL BE SUPPORTED ABOVE AND BELOW EVERY LEVEL PER WAFS STANDARDS. * HORIZONTAL PIPING SHALL BE SECURED IN ACCORDANCE WITH NFPA 13. S A DPI SHALL BE PROVIDED WITH A LISTED INDICATING VALVE . ALL T N PES 4 A DRAIN VALVE AND PIPING, LOCATED AT THE LOWEST POINT OF THE STANDPIPE DOWNSTREAM OF THE ISOLATION VALVE, SHALL BE ARRANGED TO DISCHARGE WATER AT AN APPROVED LOCATION. PER SECTION 7.11.2.2, WAFS POLICY IS TO USE THE LOWEST HOSE VALVE AS APPROVED BY THE AHJ. * WHEN THE STANDPIPE IS USED TO SUPPLY SPRINKLERS (COMBINED SYSTEM), A CHECK VALVE SHALL BE PROVIDED 1N EACH CONNECTION DOWNSTREAM OF THE SPRINKLER CONTROL VALVE. A PRESSURE GAUGE WITH VALVE SHALL BE PROVIDED AT THE TOP OF EACH STANDPIPE. * A VALVED OUTLET FOR A PRESSURE GAUGE (PRESSURE GAUGE WILL NOT BE PROVIDED) SHALL BE PROVIDED IMMEDIATELY UPSTREAM OF EVERY PRESSURE REGULATING HOSE VALVE. PRESSURE GAUGES WITH VALVES SHALL BE PROVIDED IMMEDIATELY UPSTREAM AND DOWNSTREAM OF EVERY PRESSURE REDUCING CONTROL VALVE. * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR STI LCI. * UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED BEFORE A CONNECTION IS MADE TO THE STANDPIPE SYSTEM. * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, * ALL CHASES REQUIRED TO CONCEAL STANDPIPE PIPING ARE BY OTHERS. * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS. * CONNECTION OF ALARM DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS. * DRY STANDPIPES SHALL BE MONITORED IN ACCORDANCE WITH NFPA 72 WITH SUPERVISORY AIR PRESSURE. * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF THE STANDPIPE SYSTEM IS BY OTHERS. HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18" AND NOT MORE THAN 48" ABOVE THE LEVEL OF THE ADJACENT GRADE. * HIGH RISE BUILDINGS SHALL HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT CONNECTIONS. * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED WITHIN 100'-O" OF A HYDRANT EXCEPT AS APPROVED BY THE AHJ. * WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS. * HOSE VALVES SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: o AT EACH MAIN LANDING (INTERMEDIATE LANDINGS ONLY WHEN REQUIRED BY THE AHJ) IN EVERY REQUIRED EXIT STAIRWELL o ON EACH SIDE OF THE WALL ADJACENT TO THE EXIT OPENINGS OF HORIZONTAL EXITS EXCEPT AS FROM ALLOWED TO BE REMOVED PER THE BUILDING CODE. FDC o AT THE HIGHEST LANDINGS OF STAIRWAYS WITH ROOF ACCESS AND ON ROOFS WITH A SLOPE OF 4:12 OR LESS WHERE STAIRWAYS DO NOT ACCESS THE ROOF. o AS REQUIRED BY THE AHJ WHEN THE TRAVEL DISTANCE EXCEEDS 200 FT EXCEPT FOR THE ROOF. * CALCULATIONS SHALL BE PROVIDED TO PROVE 500 GPM AT 100 PSI FOR THE MOST REMOTE STANDPIPE AND 250 GPM AT 100 PSI FOR EACH ADDITIONAL STANDPIPE UP TO 1250 GPM. BUILDINGS SPRINKLERED THROUGHOUT WITH NFPA 13 SHALL ONLY BE REQUIRED TO PROVIDE UP TO 1000 GPM. ALL PRESSURE REGULATING DEVICES SHALL BE TESTED TO VERIFY THAT THE INSTALLATION IS CORRECT. * WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 14 INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS. NFPA 14 2016 GENERAL NOTES SCALE: NONE ,4L bwatic Fire *W*idW% Ina System No. W-L-2241 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 0, 1/4, 1 and 1-3/4 Hr (See Item 2) _ = Specified Technologies Inc. 200 Evans_ Way Somerville, NJ 08876 �� Reproduced courtesy of Underwriters Laboratories, Inc. u� Created or Revised: XXXXXXXXXXX STI (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-MaiCtechsefv@stifirestop.com • Website:www.stifirestop.Corn 01007N 1, WALL ASSEMBLY - THE 1 ❑R 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE C❑INSTRUCTED ❑F THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FDLL❑WING C❑NSTRUCTI❑N FEATURES; A. STUDS - WALL FRAMING MAY C❑NSIST ❑F EITHER WOOD STUDS ❑R STEEL CHANNEL STUDS, WOOD STUDS T❑ C❑NSIST ❑F NOM 2 BY 4 IN, (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) ❑C, STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND SPACED MAX 24 IN, (610 MM) OC, B, GYPSUM BARD* - THICKNESS, TYPE, NUMBER ❑F LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN,DIAM OF OPENING TO BE 1 IN, TO 1-1/8 IN. (25 TO 29 MM) LARGER THAN OUTSIDE DIAM OF PIPE, THE H❑URLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE H❑URLY FIRE RATING ❑F THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2, THR❑UGH PENETRANT - ONE NONMETALLIC PIPE, C❑NDUIT OR TUBE T❑ BE INSTALLED ECCENTRICALLY ❑R CONCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT ❑R TUBE T❑ BE RIGIDLY SUPPORTED ❑N B❑TH SIDES OF THE WALL ASSEMBLY, THE F❑LL❑WING TYPES AND SIZES ❑F NONMETALLIC PIPES, CONDUITS AND TUBES MAY BE USED, A, P❑LYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN, (51 MM) DIAM (OR SMALLER) SCHEDULE 40 S❑LID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT C❑NTACT) TO MAX 1 IN, (25 MM), B, CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - N❑M 2 IN, (51 MM) DIAM (OR SMALLER) SDR 13,5 CPVC PIPE FOR USE IN CLOSED (PR❑CESS ❑R SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN, ( 0 MM, POINT CONTACT) TO MAX 1 IN, (25 MM), C, RIGID NONMETALLIC CONDUIT+ - NOM 2 IN, (51 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATI❑NAL ELECTRICAL CODE (NFPA 70), ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT CONTACT) T❑ MAX 1 IN, (25 MM), D, ELECTRICAL NONMETALLIC TUBING+ - NOM 2 IN, (51 MM) DIAM (OR SMALLER) PVC TUBING INSTALLED IN ACCORDANCE WITH ARTICLE 331 ❑F THE NATIONAL ELECTRICAL CODE (NFPA 70), ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT CONTACT) T❑ MAX 1 IN. (25 MM), E, CROSS LINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN, (25 MM) DIAM (OR SMALLER) SDR9 PEX TUBING FOR USE IN CLOSED (PR❑CESS ❑R SUPPLY) PIPING SYSTEMS, ANNULAR SPACE SHALL BE MIN 0 IN, ( 0 MM, P❑INT CONTACT) TO MAX 1 IN, (25 MM), F, ACRYLONITRILE BUTADIENE STYRENE CABS) PIPE - N❑M 1-1/2 IN, (38 MM) DIAM (OR SMALLER) SCHEDULE 40 S❑LID-CORE OR CELLULAR CORE ABS PIPE F❑R USE IN CLOSED CPR❑CESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, ANNULAR SPACE SHALL BE MIN 1/4 IN, (6 MM) T❑ MAX 3/4 IN, (19 MM), WHEN ITEM 2A ❑R 2B IS USED, THE T RATING IS 1/4 HR, WHEN ITEM 2C, 2D, OR 2E IS USED, THE T RATING IS 1 HR AND 1-3/4 HR FOR 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY, WHEN ITEM 2F IS USED, T RATING IS 0 HR, 3, FILL, VOID OR CAVITY MATERIAL)K - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES ❑F WALL M N 1/4 M) IAM BEAD OF FILL P NT COAT T ATION I IN, C6 M D A AT OI AC LOCO SSEMBLY , MATERIAL APPLIED AT N❑NMETALLIC PIPE/GYPSUM BOARD INTERFACE ❑N B❑TH SURFACES OF WALL, SPECIFIED TECHNOL❑GIES INC - SPECSEAL LCI SEALANT BEARING THE UL CLASSIFICATION MARK FIRE CAULK - STI SYSTEM No. W-L-2241 UP TO 2' CPVC PIPE Er DRYWALL 1 TO 2-HOUR SCALE: NONE AI�Nbc A�E Inc. 00217N "\\w1IH111�/// J m t" / t - �'s `J i d 1 �� / �� l •� -110. 71371 'IJ �� I r _.-_ - l ' Hazard Fire Protection Engineering, Inc. V � ` 222 CAPITOL COURT OCOEE, FL 34761 ,rl �C),rAIE PH: (407) 877-5578 FAX: (407) 656-8026 i t6 Q�er.1F`lajFt\O',.. '- 9nldw, PE Certificate of Authorization Number 29038 FL L.b" Np _7011W • ' ' FLt1 JeiMr+ NO. 7W4 IMPORTANT OWNER INFO RMATIO N THIS DRAWING IS BASED ON THE OVIER'S ACCEPTANCE IF THE CLRfENILY ADOPTED EDITION QITH ER STATE OR LOCAL) OF MEPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE 1F WATER BASED FIRE PROTECTION SYSTEM& PER SECTIN 4J, THE RESPONSIBILITY FOR PROPERLY MAI NTAD I NG A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OW ER 7 THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THUS PAMPHLET A D/Ot IS MOT FAMILIAR WITH THE OPERATION AND MADRENANCE OE THUS SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOATIC FIRE SPROWLER$ LNG CPVC COMPATIBILITY NOTICE CPVC FIR£ SPRIHO-ER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FDR MOE TWIN 20 YEARS IN NEW CINSTRl1CTIDK RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUTTED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING C[RRDSION RESISTANCE. OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (!E, SOE WIRES, FLUK PETROLEUM BASED PRODUCTS ETC) AND ANCD LARY PRODUCTS SUCH AS THREAD SEALANTS LEAK DETECTORS, FIRESTTIPS, MOLD INHIBITORS AND CLEAERS, ETC. ANY PRODUCT THAT COIFS IN CONTACT WITH CPVC SPRD�I.ER PIPE MUST BE EVALUATED. FOR A LIST OF COPATIBLE PRODUCTS, PLEASE REVIEW HTTPJ//PARTSSPEARSNFG.COI/CPIASPX COPYRIGI-IT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT P W� R MAN T PR P R Y `./AWN T t• T F R PR fJK RS NC. TO THIS RO.iECT ARE AND 1_L E I H_ 0 E 7 CF E AU O YA 1L I E S I LE ] OWAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR AIJY OTHER PROJECT. ANY REUSE, GR ADAPTATION OF THE INt ORMATIGN CONTAINED HEREIN, WITHOUT SPECIFIC `WRITTEN PERMISSION FROM WAFS `WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TG WAFS, AND STILL ENTITLE WAFS TG FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN `WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAVIMGS CR GRAPHICS BUMVED FROM THE ARCHITECTURAL, CIVIL, STRUCTURAL, OR MEP DRAWINGS, THESE REFERENCE BACKGROUND ELEMENTS ARE FO2 GENERAL INFORMATION OR CONTEXT OLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER 1S ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER ''I DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MEP OU CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY INFORMATION ACTUAL DROUGHT OR EXTRAPOLATED ARE PUMP SIZE: GPM 0 PSI (AS REQ'D BY AHJ) STATIC PRESSURE 55 HYDRANT ELEV. 2'-0" RESIDUAL PRESSURE 50 DATE OF TEST 9 16 2022 FLOW IN GPM 1000 TIME OF TEST 10:30 AM PROT READING 36 NUMBER OF PORTS FLOWED 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES i11I1TUW_j W1_AIIUri I HYnRANT 419SA 1 I DESIGN CRITERIA it DESIGN AREA HAZARD CLASS OF STANDPIPES IN DESIGN MINIMUM FLOW OF HOSE VALVES PSI REQ'D 0 BASR GPM REQ'D 0 BASR PSI REQ'D 0 FDC _ II GPM REQ'D 0 FDC I ELEVATION 0 HIGHEST VALVE 11 �. SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM ---- ---- - - -- --- - - - - -- ----- ---- - ---- ---------' ■ . M3 MM1:MM®®®©® / 1 - - ■■■■■-... - -.■■■■-.-. - ■■■■■-... M ■■■■■-... -.■.■■■_.. _ ��.EN 1 " " 1 -. 1 -- ---.-. iP -_- --- - .m 1 . ' 1 I1� I� NO. DATE REVI�- 0 9 �AME Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLOR13A 34781 PHONE (407) 13 S-3030 FAX: (407) 556-s026 JACKSONVLLE. FL TAMPA. FL D�FELM BEACH. R. 11326 DISTRIBUTION AVE. WEST 3226 CHERRY PALM DRIVE I500 S. POWERLINE ROAD JACKSONVILLE FL 32256-2745 TAMPA,FL 33619-8337 DEERFIELD BEACH. FL 33442 PHONE: (904) 268-3030 PHONE (813) 530-0303 PHONE: (954) 917-3030 (954) 917-9424 FAX: (904) 268-0724 FAX: (B13) 630-0312 FAX: FT. MYERS, FL CONCORD. NC RALEK11i. NC 4883 LAREDO AWE. 4370 MOTORSP(IRT DRIVE 5905 •TRIANGLE DRIVE FT. MYERS. FL 33905-4924 CONCORD, NC 28027-e977 RALEIGH. NC 27617 PHONE: (239) 433-3030 PHONE: (704) 782-3032 PHONE 919) 723-2348 II', FAX: (239) 433-3263 I FAX: (704) 795-6838 STATE LICENSES: NC SPRINKLER: 29745 Ix ALARM: 29611 SP-LV SC SPRINKLER: 1116 SC ALARM, 3385 C_ MMONS ZEPHYR CO F EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION M 4233 PABLO PROFESSIONAL CT. 6 JACKSONVILLE, FL. 32224 SHEET TITLE, NOTES AND DETAILS DRAWN BY, VINNIE COMO I: TOTAL A/S, 2,854 l DATE, 9/13/2022 AHJ, PASCO COUNTY I' CONTRACT # �'I 1 O 9 6 7 8 'II CENTER OF TILE JOB? YES NO CENTER ON FIXTURES JOB? YES NO SHEET # ■ C�NSTRUCTIDN TYPE, V-A OCCUPANCY, R-2 I 1 I: ! 11 I L A 1 �111gr �a H s', , F I I I } YqI �tq(I�',I +; Ij•ii 1 }i 10- 11l It l , ,r- III �( q ''I II I)'I t �, i 1 Iii' I T is I I , tr 11) I, ,i 4 )� 1tI � d t o j ��III n I 17 So I!, i II `Ifi�• 14f 1 rtl 1 . 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I`` P sr L �" t,. 4 ttt 1 7j k( t , , a t I i Cyr t i t. =i •' H t� Y IE*4 + f i,; .. t (;. r ; t k.' ' R r, 5i ,3 { o ' =fie 11 � $ 'Y. + r 1 - } ) c• t r A - t L,__ I I' i I I'111 ,1 I II I i } 1�-II I I,II I - --, -- - l • 2,�' X 4° PIPE 3 STEEL PIPE ALTERNATE USAGE OF FIG. INSULATION UNHEATED THREAD-O-LET 4' STANDPIPE C.��,'_/) (CUT IN HALF) 24 PIPE HANGER ATTIC (BY OTHERS) 232' X 0-3 NIPPLE �., (FULL WELD #12 X tY" HARDENED (SAMPLE SPARE SPRINKLER CABINET AROUND TO ATR) STRAP MAY BE USED Hp( HEAD SHOWN)�a E _ 2� FEM, X MALE FIRE IN THIS POSITION AS A SELF -THREADING SCREW HOSE VALVE W/ 132' 1'-0' MAX, RESTRAINER ONLY " " CPVC SPRINKLER LINE REDUCER, CAP &CHAIN _[ � X 18 LG ALL WOOD FRAMING . THREAD ROD I4" TO 2") MEMBER s a o s d a Y. ®.®rlOrs HEX NUT ,wm �s y.r �s r� �'' " WASHER VIEW 'A' � s ALTERNATE USAGE OF FIG. 1 SCH 30 DEMNEt 24 PIPE HANGER BLACK STEEL REFERENCE - ­�] WELD AROUND PIPE i ® I� � so � � A NFPA 13R 11.1 - AT LEAST THREE SPARE SPRINKLERS OF EACH TYPE, 4�J /y' � � �, - 0 TEMPERATURE RATING, AND ORIFICE SIZE USED IN THE SYSTEM SHALL BE 4 -0 ° < . �� � P d P "a ® � INSTALLED ON PREMISES. " " " � r 0 TOLCO FIG. 22 PIPE Y X6 X6 �� 0 ° .. < FLAT BAR � 0 � STRAP - TOLCO FIG, 24 PIPE V (2) 12-HEAD SPARE HEAD BOXES WITH WRENCHES WILL BE LEFT - (SIZED TO PIPE) HANGER PVC SPRINKLER LINE AT CLUBHOUSE / LEASING CENTER. DESIGNER NOTE: SPECIFY PIPE SIZE AND12 X �" HARDENED HEX $4" RENCHES WILL BE LEFT PER TO 2") ❑ (1) SPARE HEAD BOX WITH W STAND HEIGHT ON EMAIL TO FAB. WOOD FRAMING HEAD SELF -THREADING SCREW BUILDING. TYPICAL 2Y� FIRE HOSE VALVE HANGER 11A MEMBER HANGER #04F (X2) ❑ DRY SPRINKLER HEADS WILL NET BE PROVIDED PER NFPA 13 HANGER SO4J NSA 13R W/ IY REDUCER ON 4e STANDPIPE Y TO 2-1/2" PIPE STAND FOR 3/4 TO 2e CPVC PIPE FE. 24 HANGER FOR V TO 2° CPVC PIPE SPARE HEAD CARNET SCALE: NONE SCALE: NONE � SCALE. NONE SCALE: NONE � SCALE: NONE "°""w° F*' Sp a dd"Ek 0067ON '4i =ow R's sp a d " bm 00226N Fire ep a ift 00251 N 16 hu 00282N Automatic Fire 6'e' Inc' 00477N TYPICAL CEILING CEILING CEILING DIFFUSER - - /_ - 1'-0' TYP. R1'-0' TYP. 11-0• SOFFIT TYP. - (OBSTRUCTION) B TYPICAL PENDENT DER ICAO PENDENT B SPRINKLER SPRINKLER A TYPICAL 1�-,�,,,�i�..�"..,i,:�.�,.,�,,�.i,",,�. INg !I '_'.'_ TYPICAL TYPICAL LIGHT TYPICAL OBSTRUCTION 2 ® SPRINKLER FIXTURE NKLER ti I SPRI SPF �11®� NQ.ER 2'-08 MINIMUM* CIliS1C11110N , ,. TYP, :x 36' R2'-0` 2'-01 MINIMUM TYP, TYP( * IN ROOMS/COMPARTMENTS 400 CU. FT. OR LESS, CEILING FAN SPRINKLERS MAY BE PLACED REGARDLESS OF LOCATION (ANY MODEL IS ACCEPTABLE NOTE: SPRINKLERS MUST BE LOCATED OF OBSTRUCTIONS. PROVIDED PLAN VIEW OF BLADES OUTSIDE OF SHADED AREA IS 50% OPEN) DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN.) (B) LESS THAN 1 FT. 6 IN, 0 1 FT. 6 IN TO LESS THAN 3 FT. 1 3 FT, TO LESS THAN 4 FT. 3 4 FT. TO LESS THAN 4 FT. 6 IN. 5 4 FT, 6 IN, TO LESS THAN 6 FT. 7 6 FT, TO LESS THAN 6 FT. 6 IN. 9 6 FT. 6 IN. TO LESS THAN 7 FT. 11 7 FT. AND GREATER 1 14 D A WALL A 2(D-8IN.)+B(A>(D-0,2M)+B) D S 30 IN, (0,8M) t� HEATED UNIT ;� HEATED UNIT // \// x // HEATED UNIT ;) (� HEATED UNIT Z:��ZIN' HEATED UNIT ;) 1 (� HEATED UNIT :� H, - - // N�7 III I Nv/ HEATED UNIT :� - (� HEATED UNIT TRUSS BEARING 41'-7" 4TH FLOOR 32'-6" CEILING HEIGHT 30'-9" 3RD FLOOR 21'-8" CEILING HEIGHT 19'-11" *2ND FLOOR 10'-10" CEILING HEIGHT 9'-1" -A, 1ST FLOOR TYPICAL RESIDENTIAL CEILMG MOUNTED HOT AIR NFPA 13R & 130 NFPA 13R Er 130 NFPA 13R Er 130 RESiOEd1MAL PENDENT NFPA 13R I& 13D F ES13EVTIAL PENDENT DFR ISER SPRINKLER W&M CLEARANCES SPRWLER CLEARANCE W/ LIGHT FIXTURE SPRN(LER CLEARANCE W/ CELJNG FAN SPRINKLER CLEARANCE W/ OBSTRUCTION SPRN!(LE3 CLEARANCE W/ SOFFIT TYPICAL RESIDENTIAL CROSS SECTION - 4 FLOOR SCALED NONE SCALED NONE � � V r SCALER NONE SCALES NONE � SCALES NONE Automatic Fire sprinldere, Inc. 00702N Automatic Ere Sprinkers, Inc. 00504N Automatic Fire Sprinklers, Inc. 00505N Automatic Fire Sprinklers, Inc. Automatic Fire Sprinklers, Inc. 00527N 00531 N Automatic Rre Sprinklers, Inc, P . o m o P O P P O o P m o P CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 PSI (MAXIMUM) TEST PRESSURE (SEE NOTE 1) PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60°F TO 120°F 40°F TO 59'F 0°F TO 39'F Y4' 45 MIN, 15 HR. 24 HR. 1' 45 MIN, 1.5 HR, 24 HR. IY4' 15 HR. 16 HR, 120 HR. 1W 1.5 HR. 16 HR. 120 HR, 2' 6 HR, 36 HR, SEE NOTE 2 232' 8 HR. 72 HR. SEE NOTE 2 3' 8 HR, 1 72 HR. SEE NOTE 2 CURE TIMES WITH ONE STEP SOLVENT CEMENT 225 PSI (MAXIMUM) TEST PRESSURE (SEE NOTE D PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60°F TO 120'F 40'17 TO 59'F 0'F TO 39'F Y4' 1 HR. 4 HR. 48 HR. 1' 1.5 HR. 4 HR. 48 HR. 14" 3 HR. 32 HR. 10 DAYS 132' 3 HR. 32 HR. 10 DAYS 2' 8 HR, 48 HR. SEE NOTE 2 2,�' 24 HR, 96 HR. SEE NOTE 2 3' 24 HR, 1 96 HR, SEE NOTE 2 E B. MW CONSTRWTKK F GLLIM INTO E1W "' AS -► L - _ ~ Ei M I ..\ice. i? 1 „ -: r � PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73°F) (ONE END RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 10, 12' 15' 17' 20' Y4' 1.3' 7,8' 15,4' 31.3' 45,1' 70,5' 90,6' 125,4' 1' 110' I 63' 12T 25,0' 36,0' 56,3' 72,3' 100.1, 140 0.8' 5,0' 9,7' 1918' 28,5' 44,6' 573' 79,3' W 0,7' 4,3' 85' 173' 24,9' 39,0' 50,1' 69,3' 2' 0,6' 3,5' 6,8' 13,9' 20,0' 31,2' 40,0' 55,4' 2V 0,5' 1 2,9' 1 5,6' 1 11,4' 1 16,5' 25,8' 33,1' 45,8' 3' 1 0.4' 2P4' 1 4,6' 1 9,4' 1 13,5' 1 21,2' 27,2' 37P6' o P WOOD FLOOR JOIST R MAX ANY DISTANCE S MAX HANGER (1/2 'S' MAX)ffi�J OR CLAMP P ® P y ®P P (TYP.) o � o o P m I O 0 P P P P O m P® 0 O , ® - m P 0 [� P o i' ,' ® o o P I ' P P P o ,O _' ,i,._O P m DR P ®P C� o Illom P d O P P ® SPRINKLER TEE DROP SUPPORT SPACING WITH SPRINKLER DROP SUPPORT SPACING P _ P P P P P P m P m P® ® p P ® P m P 0 ONE RESTRAINT POINT - SEE TABLE 1 BELOW WITH TWO RESTRAINT POINTS - * . P , p ® ® P o o m P SEE TABLE 2 BELOW --� o P R MAX L FEET P z d.-. �----- L MAX -I -�',, ® � DE IGNER EFERE p P _ P ____'�_____ ALL THREAD ROD P = (*)-NOTE L2 - __ __ D %" UP TO 4" PIPE P m o 0 �`�� P moo �, o 0 d = 0,329 - ` \ d INCHES HANGER RING (SIZED TO PIPE) P m m P P p P p P m P ®� P D � � ® ® P P \ \ P P 1-1 � SPRINKLER 90' ELL DROP SUPPORT SPACING WITH MAXIMUM SUPPORT SPACING m o 0 m o cs o ONE RESTRAINT POINT -SEE TABLE 1 BELOW SEE TABLE 3 BELOW ®® o PERMISSIBLE BENDING DEFLECTIONS SDR 135 (73°F) (BOTH ENDS RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 10, 12' 15' 17' 20' 3/4' 0,3' 2,0' 3,8' 7,8' 11,3' 17,6' 22,6' 31,3' 1' 0,3' 1,6' 3,1' 6,3' 9P0' 14,1' 18.1' 25,0' 3'r 0,2' 1,2' 214' 1 5,0' 7,1' 11.2' 14,3' 1 19.8' W 0,2' 1.1' 2,1' 4,3' 6,2' 9,7' 12,5' 17,3' 2' 011' 0.9' 1,7' 3,5' 5,0' 7,8' 1010' 13,9' 2V 0.1' 0,7' 1 1,4' I 2,9' 4,1' 6,4' 8,3' 11,4' 3' 0.1' 0,6' 1,2' 1 2,4' 3,4' HIMMeNEENNEWEENVE 5,3' 1 6,8' 9,4' NOTE 2i FOR THESE SIZES, THE SOLVENT CEMENT CAN BE APPLIED AT TEMPERATURES I L FEET BELOW 32°F, HOWEVER, THE SPRINKLER SYSTEM TEMPERATURE MUST BE RAISED TO A TEMPERATURE OF 32'F OR ABOVE AND ALLOWED TO CURE PER THE ABOVE RECOMMENDATIONS PRIOR TO PRESSURE TESTING, � D j � 2 d = 0,0823 �` \ d INCHES / // D \ / / TABLE 1 - SPRINKLER SUPPORT SPACING DISTANCE WITH ONE RESTRAINT POINT NOM, PIPE SIZE 'R' @ LESS THAN 100 PSI 'R' @ GREATER THAN 100 PSI Y INCH 0'-9' 0'-6' 1 INCH 1'-0' 0'-9' 134INCH 1'-4' V-0' 13� INCH 2'-O' 1'-0' >13� INCH 2'-0' 1'-0' TABLE 2 -SPRINKLER SUPPORT SPACING DISTANCE WITH TWO RESTRAINT POINTS NOM, PIPE SIZE 'S' @ LESS THAN 100 PSI 'S' @ GREATER THAN 100 PSI 3144 INCH 4'-0' 3'-0' 1 INCH 5'-0' 4'-0' 1341NCH 6'-0' 5'-0' 13 INCH 7'-0' 7'-0' >13� INCH 7'-0' 7'-0' TABLE 3 -MAXIMUM SUPPORT SPACING NOM, PIPE SIZE Y4 INCH 1 INCH 134 INCH 1-3� INCH 2 INCH 2,� INCH 3 INCH SPACINGSUPPORT S -6' 6'-0' 6'-6' 7'-0' 8'-0' 9'-0' 10'-0' P P ENLARGED VIEW SAMMY SWG 20 (OR EQUAL) FOR UP TO 2�n PIPE. SAMMY SWG 25-380 (OR EQUAL) FOR 3" & 4" PIPE. (SELF -DRILLING & TAPPING INTO WOOD) _ � e " � SEE DETAIL A Io r .. Rr MAINS 1. 11 �\ x; ;IL �!9 I' r "':':--r � DETAIL A TYPICAL CPVC CURE TIuES (Dw (:>V -___ IIIIIIIIIIIIIIIIIIIIIIIIIIIIII CPVC BEN OMG D�LECTIONS TYPICAL CPVC HANGER/BRACE SPACMG STAND PIPE OR BULK MAIN HANGER #04P UP TO 4' SCH. 7 Er SCH. 10 IyEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 40%SCALE: NONE SCALE: NONE Automatic Firs SprWdere, Inc. Automatic Fire SprWers, Inc. Automatic Fire Sprinklers, Inc. Automatic Fire Sprinklers, Inc. (")NOTE TO DESIGNER - LIST USING #04T HANGER 00415N 00416N 00356N 00931N I S 11! 11) � , //// ('D • ... . � �' / d ( 110 71.aE , - e ,, is /Z I �-i*/2' Hezerd Fire Protection Engineering, Inc .'. b \T � 222 CAPITOL COURT OCDEE, FL 34781 )' " ' FL O Ro P . ' (J) •, Pik (407) 8T7-5578 FAX (407) 858-8026 Robert J. 0 wr. PE - �� Ed & 8nidw PE Certificate of Aut wrizetion Nw&r 29M RL Ll ' ' I� "Umm NO, 7W4 IMPORTANT OWNER INFO RMATIO N THIS CRAVING iS BASED ON THE OV)ERPS ACCEPTANCE or TIE C,H emy ABLATED EDITION aim STATE OR =w OF NFPA a AS THE APPLICABLE STANDARD FOR THE IISPEICTBX TESTING Na KMMTO%NCE OF VATER BASED FIRE PRITECI SYSTEMS, PER SECTION RS THE RESPOISDIITY FOR PRO'FJtLY MAINTAINING A VATER BASED FIE PFUTECTION SYSTEM SHALL BE THAT OF THE DNFR 7 THE ROLDING OWNER HAS NUT RECEIVED A COPY Or THIS PAIMET AND/OR IS NUT FAiELLYR WITH THE OPERAT@M AND MAINTENAin O• To SYSTEM, PLEASE CONTACT THE NEAREST OFFICE O' VAYME AUTOMATIC FIRE SPRDK.ER% INC. I CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE DEM USED SUCCEMILLY FOR MORE THAN ED YEARS IN NEW COISTRIICTTO, RE -PIPE AND REPAR CPVC PRlmR1CFS ARE IDEALLY SUITED FOR TRESS APPLICATIONS DIE TO THEIR MITSTANIIG COtli011r, RESISTANCE, OCCASZWLLT, HOWEVER CPVC CAN K DAWGED BY CONTACT VITH CHEMICALS FOBm IN SOW CONSTRUCTION MATERIALS CM SIPE VIES FLUX, PETROLEUM BASSI PRODUCTS ETC.) ANI ANCILLARY PRODCTS RICH AS THREAD SEALANTS, REAR DETECTORS FDESTOp MOB 0#01TOtS AND CLEARERS ETC, ANY PROOIICT THAT DOES IN CONTACT VITA CPVC SPRINIOXIR PIPE MIST X EVA MTM FOR A LIST OF COMPATIBLE PRODUCT; PLEASE IEVEV NRW/P COPYRIGHT ALL DOCUM EATS ORIGINAL INCLUDING ORI L ➢RAVINGS SPE CIFICATIONS, FIELD NOTES EST IMATES EST TES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS N 0 EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHO UT SPECIFIC WRITTE N PERMISSION FROM WAFS WILL HE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN OR AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AN➢ EXPENSES. INCLUDING ATTORNEYS FFFS RESUI TINE FRAM ANY SIIf'M PFPmmcmn -- I GRAPHICS ELEMENTS NOTE I' FUSE SPFOMCLER C0NSnWCT10 N DRAWINGS AND SHE DRAVM MAY INCLUDE DAUCGRO BND DRAV/JGS O2 GRAPHICS B[ NNO i! FROM THE ARCHITECTURAL, CAL, STRUCTURAL, LR MEP DRAWINGS. THESE BAORGROLND MEIENTS ARE FOR I GENERAL INFORMATION OR CORDRT ONLY AND THE FIRE SPRM.ER ENGINEER DOES NOT ACCEPT ANY RESFUCIBI.ITY FOR THESE ELDENTS. THE FIRE SPRU O(ER ENGOMM R IS ONLY R£SPOISIDLE FOR THOSE POUM4S OF THE FIRE SPRIIXI.ER DRAWIGS DEPICTING FIRE SPRII(LER SCOPES OF VORK, REFER TO APPROVED AROUTECTURA, STRUCTURAL, MEP OR CIVIL I DRAWINGS FO AUTHORITATIVE DU 6 If BACKIROAID (FORMATION THAT MAY BE UTILIZED IN FIRE SPRUKLER DRAVINGS OR DETAILS mesew WATER SUPPLY INFORMATION ACTUAL DROUGHT OR D(TRA'WTM SAS REQ'D BY µJ) FIRE PUMP SIZE: GPM ®PSI STATIC PRESSURE 55 HYDRANT ELEV. 2 -0 RESIDUAL PRESSURE 50 DATE OF TEST9 16 2022 i FLOW IN GPM 1000 TIME OF TEST 10:30 AM PITOT READING 36 NUMBER OF PORTS FLOWED 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES HYDRANT #1256 DESIGN CRITERIA II DESIGN AREA 1 HAZARD CLASS OF STANDPIPES IN DESIGN I MINIMUM FLOW OF HOSE VALVES PSI REQ'D BASR GPM REQ'D 0 BASR 1 PSI REQ'D 0 FDC GPM REQ'D 0 FDC ELEVATION 0 HIGHEST VALVE SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM I it 1, Ii o QUANTITY SPRINKLERS SYMB, 1ST 2N 3RD 4TH 15TH I SIN I SIZE I K I TEMP MODEL TOTAL PER FLOOR TOTAL THIS RUII DING DATE SUBMITTALS BY 10/28/2022 QA REVIEW VC li- -- _. 1 I� A,©1® _ 0_ -- 11- WA"E Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO. FLORIDA 11 E22 CAPITOL COURT OCOEF. FLOFiDA 34761 IPHONE: (4) 3030 FAX (407) 656-3026 JAoawivim FL TAMPA, FL DE$M8D BEACH. FL i13ES DISTRBUTION AVE. WEST 3226 CHERRY PALM DRIVE 500 S. POWBLI E ROAD 1 JACKSONVL LE, FL 32255-2745 TAAPA. FL 33819-e337 DEERFELO BEACH, FL 33442 PHONE (904) 286-3030 PHONE: (813) 630-0303 PHONE (954) 917-3030 FAX (904) 260-0724 FAX: (813) 830-0312 FAX: (854) 917-9424 FT. MYERB, FL I CONCORD, NC 71 RALAW NC 4683 L.AREDO AVE 4370 MOTORSPORT DRIVE CONICORD, 6906 TRIANGLE DRIVE FT. MY6R5, FL 33906-4924 NC 28027-43977 RALBG{ NC 27817 PHONE (239) 433-MM PHONE (704) 782-3032 PHONE (918) 723-2348 FAX Mn) 433-3283 FAX (704) 795-6838 STATE L)CBrSES NC SPRNU-M 29745 NC ALARM: 296H SP-LV SC SPRBJO_ET( til8 SC ALARM: 3385 r- 14 ZEPHYR COMMONS EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLED NOTES AND DETAILS DRAWN BYI VINNIE COMO TOTAL A/SI 2,854 DATE, 9/13/2022 AHJH PASCO COUNTY CENTER OF TILE JOB? YES Lf NO I CENTER ON FIXTURES JOB? YES ZNO SHEET # FPD02- CONSTRUCTION TYPE, V-A OCCUPANCY, R-2 I I IIi1 II;If `14r : H 111 !' r 11 V ,; �, 1 t I rl ss,i @If I , I, 1 I IR I I R 1 1I` , 1�{ 1� I I{ 11�1II�'L�1, ! I i11 �'f I I 1 )i 4i I 4p@p ' I I " ;' "r I I ;I i I' 1 1 I'I I 1 iE ;i 1 I �.: 44f 6,-.1 '� '' R11 Ii b 1 1 N I." 'If t't 11 I �I II I `- � ,•I ri� I^ �( T F.I a' t 4 . I �I ( I, 1 .! ,III I II oI 1, 1'S, ll 1I; II �lil`I I' , I' 1�E , ; I i, 11 , 'iI, 3 ;Iyy, 1, I, , !Ii,4 l I ' `4 iI ,t t' T.. t II 1 1, i f' 11�a { 1 yi, 4 I ,. 1 I r ! `I 1 ", I RR I f''III.I j f� t, I '1)IH t�, "1 I it t. I., 1 I, I 1 I I,-)i� t r i 1' ; IT , I �4 ') `,I'1,1b , . , Y uN l It. t,,"II, ,. I.. ), ,,, ?. 4'II r' e ,N 4"y''i;, i i . .: I ; I , r, f �I .I I 1 u.. ' !I . - - ',j - ., r 5 , ,. Y y ' H ! { ' \ ? t C T t jII f;t SIT Pr !i p -,I I`. 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