The URL can be used to link to this page

Home My WebLink AboutEmerson Hill CirVALVE & FlRE OGATE TST HYDRANT ASSEMBLY �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7600 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - I L.F. 12" PVC G6 ' CIRCULATING CITY WATER MAIN ' UG5-UG6 EX. MIRE HYDRANT 112115166 w LA N28.269093' LONG. • W82.184776' STATIC.55 PSI RESIDUAL: 50 PSI I I FLOW 1,000 GPM I I CONIC. THRUST 8"X8" BLOCK (TYP.) TEE 8"x8" W GATE - ATE GATE CONC. THRUST BLOCK (TYP.) I TEE _ VALVE ---- V VALVE - I 4s•BENo �3"PVC 3"PVC II'P1RA I 1,170 L.F. 8" PVC / 1ND FIRE MAIN ' _ UG1-UG3 - %..—d�11C / - v - --r-_T I FIRE HYDRANT A W GATE VALVE /►' » V -- -=-- CIRCULATING CITY WATER MAIN UG5-UG6 -- 45' am 1,170 L.F. 8" PVC I 5 FIRE MAIN I - UG1-UG3 a � I > lJ D 3" DOMESTIC SERVICE `-� I J 8' FIRE SERVICE GA7E ✓AL VE & FIRE HYDRANT ASSEMBLY D r N F = TYPE V-A -2 u Ell 8'x8' TEE - - 60,754 SID FT. I FIRE HYDRANT W/ GATE VALVE - - - - - - - - - - 12"x4` TEE POINT OF I I � SERVICE ( ----————————— r 45' BEND Y 2" METER W/ B F P 8' D.D.C.A. FOR RE SERVICE a- vrA AL I ! a • 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. \011 C_ J f f f Pdo- 71374 Hazard Fire Protection Engineering, Inc. I,IF 222 CAPITOL COURT OCOff, FL 34761 �0 �' s ATE RE (407) 877-5578 FAX: (407) 656-SM �1• • D!4*r .D P • ' __ \\�d \Is SnW*r, P.E. CerttBcato of Authorization Number 29= ��Y : 70831 `l e Na 71374 - CVvv\ IMPORTANT OWNER INFORMATION 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 41 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/DR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION RE -PIPE AND ZEPAIR. 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, HOLD 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 H`D iT�R//NA TS�ART NT-TM/CPL.ASP% 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 INDEMIFY AND HOLD VAFS 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 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 FIRE 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 TR SATED DR(ll()OSTRE�f)'EXTRAPOLATED FIRE PUMP SIZE, GPM a PSI STATIC PRESSURE 55 HYDRANT ELEV. 2'-0' RESIDUAL PRESSURE 50 A 9/16/2022 FLOW IN GPM 1000 TIME OF TEST WIN AM PITOT READING 36 NI11D)ER ff PORTS FLOM 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES CAT HYDRANT #1256 DESIGN CRITERIA [MINIMUM YSTEM / DESIGN AREA # AZARD CLASS IT SPRINKLERS IN DESIGN AREA DENSITY FOR IRRIGATION ; "P'Yc --.. 1/2'Pvc� DESIGN AREA S.F. \, r PSI REQ'D a BASR 1 �'o I I I ......_ ..i GPM REQ'D a BASR 4" METER W/ B.F.P. 40 L.F. 8" PVC L PSI REQ'D a TEST FOR DOMESTIC > FIRE MAIN t UG3-UG4 1,170 L.F. 8" PVC' > I GPM REQ'D a TEST 895 L.F. 8" PVC FIRE MAIN? I i \ ,h� I _ 1 ELEvarD]N a H]c�Esr sPRBIaER \ FIRE MAIN UG1-UG3 HOSE INSIDE/QITSIDE UG2-UG3 8"x8" TEE �•. 90• BEND 8" GATE VALVE 8"X8" TEE 8" GATE VALVE - EX. FIRE HYDRANT 11256 �� s��ySt. UG arm CONC. THRUST � T•�fRi A CAT. N28.27082T 4' Pvc 4' PVC 4' Pvc ( DOMESTIC DEMAND = CONC. THRUST LONG. W82.185630' BEND f` I I` 8'x8" TEE BLOCK TYP. - - - BLOCK (TYP.) - - STA7IC. 55 PSI 6•P11i. -- - - � ,� � � .5'BEND SPRINKLERS SPACING RESIDUAL: 45 PSI I ��- '� I SYMBOL MAXIMUM MINIMUM COMMENTS ' FLOW 1,967 GPM O 20 PSI CONC. THRUST REMOTE 1/4"PVC CONC. THRUST 4s' Ba+o Ia BLOCK (TYP.) F.D.C. .5 BEND - <— - - FIRE HYDRANT BLOCK (TYP.) 45 BEND I _ - --- r FIRE HYDRANT L__ r l (' W GATE VALVE \\JJ 1 4s / CL W/ GATE VALVE - F.. 1,170 L.F. 8" PVC - =26- FIRE MAIN r _ UG1 UG3 - i I I -r'1I 1 FIREHYDRANT 8" FIRE: SERVICE 3" DOMESTIC SERVICE L, S W/ GATE VALVE I r - 4t•¢ I I ry I I I Id I r 9 - QUANTITY SPRINKLERS N 6 8"X8" TEE SYMB, 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL -2TYPE V R 60,754 FT. REMOTE F.D.C.0 a - FV�VwI I I I 45• BEND -- ---'---1--L--�--J .. - - s oil i { BEND �. �- UGI d'�11C BULL It G #2 - r-w-` L- ° s"x8" TEE TYPE 1 4 90am 895 L.F. 8" PVC NF A 3R 3' DOMESTIC SERVICE 8" FIRE SERVICE 9 FIRE MAIN CLUBHOUSE LEASING 65 L.F. 8" PVC TOTAL PER FLOOR UG2-UG3 TYP VAR-2 CENTER, MAIL & - FIRE N UG-MAI❑ 56,57 T. 2 PACKAGE -1 a NO A/S REQ TYPE 14- TORY > TOTAL THIS SHEET - - REVIEW DATE I ► ' Y :�Y - - — NF A 3R � CITY OF ZEPHYt_ � _-„ ` d,'�, DATE SUBMITTALS BY TYPE VAR-2 FIRE AND LIFE SAFETY EXAMINER 8"x8" TEE r, 22s•13END 3" DOMESTIC SERVICE 60,7 FT. 671 L.F. 8" PVC 10/25/2022 GA REVIEW VC ' FIRE MAIN E FIRE HYDRANT-� HYDRA LI CALCS UG1-UG2 3 PVC-� W/ GATE VALVE _ - - _ TYPE vALVE 1 „ �� e" GATE ERFOR E ALLWORK SHALL COMPLY WITH _- 2 _P- 1 NFFA CODES AND STANDARDS - - 8" FIRE SERVICE -- � �- - - -l; �- � � r B D � - - - REMOTE n NO. DATE REVISIONS BY F.D.C. FIRE HYDRA ( 1 XX/XX/XX W/ GATE VALVE B I L D I G# -- - TYPE II 4 TORY __ _ > > G 8'x8" TEE a NFPA 3R TY N > I - PEIFORKAE1 rHIS LD3 CONC. THRUST BLOCK (TYP.) 11.25' BEND - 9o• BEND -- SITE PLAN _. (TYP.) - 3' DOMESTIC SERVICE CONC. THRUST UG 8"x8" TEE vave'E 11as BEND -- --- --48•PVC BLOCK TYP. I 8" FIRE SERVICE _ - 67 L.F. 8' PVC n.zs• BEND = HYDRAULIC O 0 D D' J FIRE MAIN -= 671 L.F. B" PVC ;= UG-UG2 I FIRE MAIN UG1-UG2 REFERENCE ONLY ---- _- - Xtv 45• BEND REMOTE > - F.D.C. N - FIRE HYDRANT 6 -- > W/ GATE VALVE ,-'% -- -- - - _ 11.25• BEND..,. i. FDC ',`\ - - i Z li - 671 L.F. 8" PVC 895 L.F. 8" PVC CONIC. THRUST FIRE MAIN FIRE MAIN 8" GATE BLOCK (TYP.) 11.25' BEND " �� UG1-UG2 90' BEND ;;k UG2-UG3 VALVE UG2 VALVE% - a'P11C i'P11C n.2s BEND 4'PVC 8'xs' 4"PVC 4P,VC 2I i 408 4.,PVC 4PVC -- - G TEE Y CONIC. THRUST IqQ Fire Sprinklere, Inc. UNDERGROUND CONTRACTOR NOTES SCALE: NONE 00500N WAYNE AUtomatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO. FLORIDA 222 CAPITOL COURT OCOEE. FLORIDA 34761 PHONE (407) 3030 FAX: (407) 658-8026 JACKSGNVLLB FL III& TAMPA. FL OEWPBD BEAM FL 113M DISTFAR]rION AVE. WEST 320 CHERRY PALM DRIVE 1500 S. POWERI.NE ROAD JACKSONVLIE FL 322SB-2745 TAMPA. FL 33819-8337 DEERFELD BEACH, FL 33442 PHONE (904) 288-3030 PHONE (813) 630-0303 PHONE (954) 917-3030 FAX (904) 2s8-0724 FAX (813) 630-0312 FAX: (954) 9T7-9424 FT. MYE W R. CDNICOED, NIC RALE W NC 4683 LAREDO AVE 4370 MOTORSPORT DRIVE 58M TRIANGLE DRIVE FT. MYERS. FL 33905-4924 CONCORD. NC 28027-s977 RALEIGH. NC 27617 PHONE (238) 433-3030 PHONE (7D4) 782-3032 PHONE (919) 723-e348 FAX: (239) 433-3263 FAX (704) 795-8838 STATE LICENSES. NC SPR *U-ER e9745 NC ALARM 29811 SP-LV SC SPF*A .ER ills SC ALARM; 3385 - BLOCK (TYP.)- == = l o - 8 x8 TEE r4 m 8 x8 TEE » m - C5 N SCALE 1"=40' ZEPHYR COMMONS TYPE - ..,- I 1 - --- -- N III N y EMERSON HILL CIRCLE REMOVED EX. BEND REMOVED EX. BEND ZEPHYR HILLS FL. 33541 & TIE TO EX. 8" & TIE TO EX. 8" I I I I WATER MAIN 8'x6" TEE WATER MAIN -- - - - - - - ------------------------------------1------------- s'Pvc II•P11C s•PVC---------------�----------------------------I------------------------j-- LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL COURT EX. FIRE HYDRANT 18527 JACKSONVILLE, FL. 32224 CAP EX. WATER MAIN >► ;'6'_ LAI.'N28.268422' - _ -_ _- -_- _-----_.-_--- 2„ B O NEW FIRE HYDRANT 't STA77C.- 5 PS279 T W/ GATE VALVE CAP EX. RESIDUAL: 45 PSI 6" WATER SERVICE WATER MAIN FLOW 1,967 GPM O 20 PSI STEMP. BLOWO F I / \%---WATER —------- £X. FIRE HYDRANT 18526 VALVE LAT., N28.269710' ( EX. WATER MAIN & LONG W82.187471' APPURTENANCES STATIC: 55 PSI TO BE ABANDONED RESIDUAL: 45 PSI IN PLACE (TYP.) FLOW: 1,652 GPM O 20 PSI SHEET TITLE, SITE PLAN DRAWN BY, VINNIE COMO TOTAL A/S, 2,854 DATE, 10/24/2022 AHJ, PASCO COUNTY CONTRACT # 109678 CENTER OF TILE JOB? YES NO CENTER ON FIXTURES JOB? ❑YES JNO SHEET # FPSlOCCUPANCY, ■ CONSTRUCTION TYPE, V-A R-2 4' 4' 4' ' ■■■■■■■ ■•■■■■■■■■■■■■� ■■■■■■■■■■■ ■■■■ ■■NNE■ MEMO I&SEEMONEENNE■■■■ ■ ■■MEMEMEMOMME■*ONE ■■ lmom WEN ONIKIED ■■MOMMONOMM■ ■kA — ! �— 1 O I i ".t q'� R I b'tq - - -- ..Q-...` - ' 6644 1. t�.> { I �! 1 r _ _ n�{11 I p ":� __--- �� f/rAl �l II III I ♦� it /AIE �� Ilx it •i �.�F I !!IIII s_ - NCI ._ nII (NDPIPI 0,�I Q 4�1 �i0 nlnll ! I i�i0 a I i( I I, f p nt _ I i4 I I I I -- h- I I I 1 11 � I III °� II M � '� �� o III (' `I ! `��_= I �� N L---�\%-1jJ_ jj- --- I i it f t r I! t I \ 1 �� 1 ( \ill __ 1R -- t1r !r g LL.J 1 g IF STANDPIPE ISOLATION I i 4q, VALVES LOCATED IN M to RISER ROOM i °i ■■'` �"■■ 4 f I �I IL I I R \\ If i— -- it If 11 --- LJ B --L1= I i f I ------------ rtw IPA No 1a NFPA 14 HYDRAULIC DESIGN CRITERIA FOR STANDPIPES Q CLASS 1 O CLASS II 4,tLASS III QfWET ❑ DRY MANUAL Q SEMI -AUTOMATIC Q AUTOMATIC NUMBER OF STANDPIPES CALCULATED 2 ELEVATION OF HIGHEST OUTLET 36'-6" GPM PER OUTLET 250GP TOTAL GPM REQUIRED 750 PSI Cat PUMP IF APPLICABLE N/A TOTAL PRESSURE REQUIRED AT FDC 138.E PSI STAIR SECTION VIEW N.T.S. BOTH STANDPIPES TYP. BULK & STANDPIPE PLAN 15,336 SO. FT. 2HR SEPARATION BETWEEN UNITS d _ \ No. 71374 =_ L.;, Huard Fire Protection 6lpY1eN`k4 Inc. ' j S !X1 0 F r M2 CAPI COIW OCOEE FL 34781 6 FR (4071 On -WO FAX (4071 856-M Rier't J,: , pALG R IU - ■� liar. , PE Cw tMoDb d AuMwrRNDtlN1 NM■ber 28038 FL Ldrfle li' R.1".R. ML 7W4 I b- IMPORTANT OWNER INFO RMATIO N flm mwm a NEED a M OIANM'N ACOPfmm or M CUMWLY AVID WEBB m m NTATE OR LmEJ OF OFA eN a M A1PM= COMES POl M D WWM TDOM AI■ NAIeNMQ OF VATED OECD FINE PM== NYNTOR FD IEL= 44 TIE OOMEM M PE Y MMd A WATER MIND F•R FIRMEN NYNID SELL K THE O TIE OMiM F M uDNE ONER NE NO mwm A CO7 O THE RRDPEJST MEIEI O Irf FAIL VRN M WMTM M■ ■OIIC O/ TID NYNIEJI KOK COUXT M NUAMT OF= OF Wm NiOMTC Fi volu RL NC CPVC COMPATIBILITY NOTICE O W FM NNRgJO PINE NYN M NINE EO1 M ■ECCW+• I Y Fir NM THIN M VIONS N NEW LOOIRMCM tfli NO IEEE, cPw POCK AK E MLY 111111m FOl mx ARLR' Mm NI[ ID THEM MifN COMBINE WWML OC= MILY. I W4% CPVC CM NE ! NY mnACT Mill COW" PMAE N mE commmm IMTENNS m ERE VAT RJR mE OECD "mm no an NM MF FM WM $1110111 M T1RM walnwiT Lm m m1c Fmmm NU naTEE MO CLEIIMC#R to NIP PMM 111MT COMO N CORACT WIN OPW DREDDID F/[ MET K NK1111 M M A LW OF CAMP IF FNE= R"x am IRIFd COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING CIIWUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. KVAI AS INSTRUMENTS 13F SERVICE. THEY ARE NOT INTENDED, 113R REPRESENTED TO BE SUITABLE FOR REUSE 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 VAFS VILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VAFS• AND VILL ENTITLE VAFS TO FARTHER COMPENSATION AT RATES TO BE AGREED ON WIVEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFI HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE rm f wan LKIRIRICTmt mwm no EO OWNERS ANY scum DAOf m ONVMEN Ot OWN= DOMOVD F101 TIE MENnEmM. CM. 1111M INM. M NEP mvxm TIEK IEF Ummm CLOD" AK nm GOMM eFTJ m mI Ot Conm OLY ON Tw FOE lAO m O NOi MOT MCC" ANY Ism I m T1EK 6O413RI 11E FEN NROMM O N ONLY MCOOMM FOR MM PM M OF TIE FM DFmDLER mwm NV&7Mi rw Noon= scam O' VOOL ■Fitt To AFFMVm MIOeTECRIIML. NTAIICTINN. MV not am MWM FON ^nMUARVE OPRiTmC K MC " NFO• "M TINT ANY K UTAMU IN FEE N AMMO ER SUPPLY INFORMATION ACnJAL uaa,a(r m m m m HK PUMP SIZE: GPM 0 PS RE 55 2 -0 SSURE EPROVIDED 50 9 16 2022 1000 10:30 AM D BY CiTY OFZEPHYR HILLS UTILITIES HYDRANT 11256 SPRINKLED sYMea MAXIIAAIf r— VUVRIIII _1 ISYMB•11Sr12103RD14TH 10H I SIN ISIZEI K ITEMPI MODEL I TOTAL PER RLOOR TOTAL THIS BUI DNG DATE SUBMITTALS BY 00/28/20 2 1 ICA REMEW V C "# mm�� 0 v 20 1.- \V4'�WAYMM AMOMBtic Rre Sprinklers, IM MANY OFFICE — ORLANDO, FLORIDA a CAPITOL COLT OCOWM FLORIOA 34781 PHONE (407)qF&I FAX (4= 008-6O13s JA00=4VI FL TMIPA. PL �D IIIIIIIIIIIIA011, FL 0318 OSRFBIfTDN AVE NFLRT 3ESe CHISM PALM WA 1000 S. POWERLDE ROAO JAtlWOiVLIE FL 8205111-111746 TANAk FL 3306-OW DE11311FR.D BEACH, FL 33ME! PIONS CM 11119 9D PHONE 00 e80-0303 PHONE 0" W-31M FAX MW 289.0784 FAX 00 830-03E FAX (OS4J W-6414 PT. Umm PL J COLOR INC NgAL,11111111ft INC 4ee3 LARM AVE FT. MYERIM FL 39e00-41;e4 4= MU1110111118POIRT owNE CONCUR Fi BMW -OM 191110115 TFL4XM ONE PALM NC OW PHONE MM 4884030 PAX EM 4 3 PHONE 004) 7 FAX 090 7ee-e PHONE 00 723-EM STATE LEN31Bmc NC MMOM 28746 NC ALMk MM BPI 8C SPFNGM IM SC ALAM MM - ZEPHYR COMMONS EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLED BLDG TYPE I BULK & STANDPIPE PLAN DRAWN 11YI VINNIE COMO TOTAL A/SM 2,854 DATEI 9/13/2022 AHJ PASCO COUNTY CONTRACT • 109678 CENTER OF TILE J087 YES ZNO I CENTER ON FIXTURES JOB? YES &tNO SHEET N FPSP1 ■ CONSTRUCTION TYPED V-A IOCCUPANCY, R-2 \o\IIIIII//�� -----------LMTC1 UIfT�1Q�----� - - _____=Q� LNTrw i I LUTB2 JQI-=--_--, I I -=-I _ = aKcc _ ! eKC°r" � " BEBRooM I -1� I! pw� it I -- — — `t--- U,fT Al - ^ If � - II I ( U,f T R7 I I E i �� I I i' i i 11 It ...-- 1 I � t1 11 � I •.,\ , Il � nFeL t `-- =`t i •,f ___' i " n ~' \ �. n 11 `, • 7i1 ` BKItoNr , L.___ ___ ==a=� -__- 1 --_ ---- I II _. � � I i ,� I( • _L\J ,� ,' i�' I ----�Op(- --iI If ---, _ _ 1 '�I� I �I '�__' I((I ;✓" __ I I , {-,__ II I I � � em�oorr -- -I( \\---_ 4-- I BEDROOM LNNBOOM LN`LNW %\ LAW ROM 1-0 pppy 2 ROOM ROOM I 'BEDROOM ', '}'t� I i/ r-� ` r •_) 1===�, WI I + w t r-_ v �_`�;� ^1 \' � G ) rf' . �!�.� 'I 4 <i � t' I • ,`X-`�---�i I' _ _ _ II 'IIiI I� IIIIIII RI°I'(ni`VO�' �_,IO°�I�'I,i\`..M' G,°1 �- i \.i`i 'It'-—`�-; „ - --!n !i -. tI -'I\-�J,'\�u1�1 Iu I - {_••9.'•_• ; , •II 1� _I ��' �/-dF�, \ ,_a , )- II _w,IIJ �fiIffIII-ii ! iI9I+ I , I{II , +lI.\ ��t_ptLl_I ('I_'.`�jII.rII-��•\_B!u'{'! J �_Et I_-Dfo_`-/f,�'t� %r R-a-raO��It) a1- lu!tLO',-,'Il,i_j�;�M iIlIf !-II1l1 \- ,l_�, 'q\ .i`C-�.I- --.�te- . - .-L_�.c`�-y-!4-r��.rr I�i !nr _ rr __ I�1@.=r„ I!'�u�' u�-/e��rn Iil�_1_Ifc-Ilr 1 1•lIiLI -ai— 1�\r'_• • ! _ 1lI+ _v \ .A-AA' s II -3 ��C/.,'!,_ .{I,-i,8\ p_� ---11I_ . IIiI,IuR(1III11It_ +-i -1IIii1lII�I_I{I:Il�1�Ij�-yAv -`r�.--riIi,L-=RIII_ _� .�, --/'_- ,-' ___.�� _ .�/- -i -_=`"i_-,_ _ -�__�-/�_.__;I -_-_�_r�-'�r��' _'�-.,(Ii -_-4 �- -'C�AI�i��.II�it t 1I� .-7r0 �j7� ` -.__-._-_(�n �-.'�I.✓ ._-I---__-_C-.=.•__.-•-;-Ij'-I�t' -_�j.ib_!�Iii�I- -- -_■■__ I . °J_I% niJ_.�'i ■■-_II1i1Il_I(' II1IIii_ B■`= \ n\��ILII I11! {Mt-.I�L1-� I�.F"_II 1IL 'II , I- i�`-1c-�� o�_��._- �-�•i—f. _I_'Y7°I' _{ ,I--i xc O =j(-,_0l C=' - \_.=�J.\-�.�' = - II \='� ifi = /I>I , � i�.r_ _It " A•, U�I -I�I "_\'B,-"- -K\--'_ Ei/,O'aId'I a/Nir-9�n`�1IiY eM-; Ij!! OQ I=�,Od'I(, .CR�c�' I -FJ-_F��=_i!I_�Nt- I.- Ii1'ITIIII! (Ii1f1_C.;�1HIuI'ILNFIlII� Ii,1y�!,1A ' n . aa1 la �P �in lIi�Ia ,rn_m!'. 7i rJ',,�I�. -II. I�I�(�III � iF�t-,t-- .Ii- -j_I:I -i_i j 6I d,I1,l!,1llri -L _III ` JQ II ;I1I�'In - -.i;(!,�IIIII_( =,�I�.I I- _-.=s=_`_-.�-I•_=� II--- J�=II1\ I1+LiI�,!,llllIf.l .amaI1=-tIIay a \•n N`'•a 1t1 i _\ I ` I .-`11.C_\�i_y_�vc`\.L!t.-'t.n !iI,-'III; II- IBfItU1!I11\_ni �!�_i u� II_._=C-,"- _C— _vN��.}r_,/�I, _ 'Ii_, _� �IA-a _, _I _ III!I II III (��I _I-Ir -�! _ ��l�'I,C_--I!>? I� L-_w�IIcIiC'-('1r�'oIIl \- j{,i�- ,�� • v c^C1ivjc _1 I _ I j I�`LiI{-.,-,I '_i ;, =_'_.v -'. vtV•_' _ �.rtI' _\�iICI-\ rAI-,1• r/I •-f ;_''-I1 (' IIr�.dlI _- -i,=_c _-I= I'I ._\Ii`.,AI I!!_IIIII�ii,III I I(I _I� - -�-��---N'°�•-E-_ T(y1-Mi {1I • �Aeiwp.'IiI —I/ yJ it if Lt {I=—mI I_ �_.- _��J��I.I_ !(1II•-I-I1�II II'_III I� 1 _ iIIII- ti,'UiII '��-III� / I!'I 1'Iu I , - , . _�-teIF�$,c-e��_' _=I; •-I;1`f -.=JIi .i I=I�I \ii(iI ` ; I `Iji1I�1�-�1I1IIiL.,t I-- �{I --� '_t��'�r LI/-I//!-raarI r/ia^'-aaa ll-qaAillllI I1ll IIII- w-I1./_ "_a _ �■,7-. J •` �i ��_; L_P-_!�t!' �II ' _\iti\I.IDI_\w :.{fI Ca\�---.il-T lI/JI (-- .Il\ .-\--, � (�n/II ?II�! �I _' �rI-, .I_ ( "-ia--1`-.Y _._-' .-.; 0��-_a._\ t('-+1+ .` 'I- _, ax,_I•aa+I-wQ`1,"Tt1lIIi�ip�I1IIIrI� 4II1IlI-ili,- !IEfII'✓'II(llilI!TT1I- _"IIII"-'_" - `___' _,I. I . III `�•I ({•,I)%��nir�'Ir.r(! !M� -'- -- � +0 � I,i ii , •I�:� t-- `-2•i c�y��JL-�'_C-, -_Iy+_'- '-�IwI,._l-'_w�j�.�JLII —- •.,-nII�" II j iII rI Ili�� I1In1 NI II�r 1 Ir if S,i _�l�- —I�v�IlII( roLIIIII4II1M�I�i1!l{ FiIFI�rI!1 ,s1P1- � II L - will / 11 =��II�_ a- _ �_'i \ 'A�_--• _�I_ C_Ii0Y"'. .�-- II_-\aI �;I�1�I�_-I:�..._I!•�_--_ .Q BAif BEDI p1_(_'r�t��1.C`1(3.-t_>1,I,I CtLi •Ur'� -f�— 1 r r�d_I• ) _� III I, 7-imw_�II3 if A W;LL _-I_� i i _!� .II.-� �,''IIJ,- ��(� • ' ►-_i� ---_t-� _t, -`-c�-\_ ��_, -I�T__lllI= -1—iI'II�4lll`RiIi1__1 IIII1IIBJv f p+1F_1 ,+,•.� -;",iI_�`a l=_ mi ac.•,�AA6�_';1 �r�r riI,� tl _� f �III7- t�1L � J-- -- _ �rFIi'IGItIf - � -- )1 IIII�I'I 1!„iI1IwN11I•III'(LI , -` C�• - c/•,11° .• , i_-- '!I -.IA,®•�I s!/ II, ` 2a. +!nt a � `a _1 2 DUIDSERCES oI�Ile 2' 0�° 2 �( C 116 �I !C J �" sC Cx C Cb 1 t ; "� !� EIF) _ 1 J i No REO w I '\ra I - • °ir� � ! ! AB _1 �iI\i tltjjj C'I N J -f I I-----_ It 1-4 -4 -(- - a (- I � ,T iD S-I 0' it C C BN 9' ;; J it\- wit I I j I FI wk 1fRif i F --- , AI ri � inl AP C T, mn / \\\ =U , BEDROOMI= zM ROOM Tk LNW ROOM _ RDOMBEAM I BEDROOM - Lm M t MT 1II MT Al a I{ WT Al\. IF ------------------ I ; I 6. NM ,,,M I------------------------J um SECOND & THIRD FLOOR FIRE -STEEL PIPEPROTECTION PLAN -CPVC PIPE 15,132 SQ. FT. EACH 2HR SEPARATION BETWEEN UNITS THIS LAYOUT TYPCAFOR UNITS 3,40 4' 2' 0 h'CI{II1T `1��MlGI+18� � O i� i- '9� i _ _I .` iIIEII(II II Jl I_ 16' CEILING HECHT 9'-0' A.F.F. SCALE 1/8' 1'N FIRST FLOOR FIRE PROTECTION PLAN -STEEL PIPE15,336 SQ. FT. BLDGS 3d4 2HR SEPARATION BTWN UNITS -CPVC PIPE BIDG 5 THIS LAYOUT TYPICAL FOR UNITS 3,05 CEILING HEPIT 9'-0' A.F.F. U% U,/T 03 KM Kmw IwT cLim S TM& it EMr Al , U 1 _1 LMBFRU Lim BEDROU LM� BEDROM LNW y - ROOM 2 ROOM le 2 1-0 ROOM -- -- 2 ROOM Z Ii -- BEDROW A if IIII JJA■w R- '- I L_ C14,BEM Ri !( 6-1 // ' -art .r �l • l I� 3 � l it a It 11 — j If L i1� B. 1 <1 J` C° 2 G° 2 BUILDING SERVCG° °bic c EEVTR G ° r • ( ileeNO Allis � mm NETM1JR66 10 1 1 ____ - IBA1H If it JrA. ,fttfll ID l____-___ cc 2-1 1-4 t2 • .• • ■ • 2', 2" ■ - - n1 ELECTCr - /a a J „ T_ ' u C IGO NGC , It I I t9-- �3 � c°i°c i p prl(Y°r�' WfCt --- - I s Lh_IN!1G/ �r'7 �_ I `+ 14t,11iII�11II _�.._—_..__�_- ,. '' ,, +'' _ / � /�'\!' )_- =�_-_i��L CD.-I1I II IIi( �i,�i ------------ ---n�A�_n�ili� liu�'�i-- ----- --------_- ",idA iiII i I - ,,./_•__'_=I._T % u11 I __o i ii• ` —\t �%I..i AC`! ,' �II III( -II c=i '=�—_ \ 1' J1I ,I \ C i"i -___..___..._.rlriiiI i� ,/` I �\,\1 J,// rs `� i II I( '' ..\\t�l -,` iI J 1�I1I)1 ..__..= '+lI A (�-', \ I I IIi�/+ i _=_�_d_- rijII1 ._l(IIII T-a-nbIill�-ilIlI I Il- '�1 ( _' . I_ /�\J� } - A -II�i =%_I � t'• i,' � i�! I jiT IiI ---�i��p i fI F\l - I I If ilIIIiVII ira f I/ r i ° _ A� - cf ITi41 ECT leII EAT STPRT❑ NDER 4 .1IRS 'C 13 • -= BEDI LNN BIB 2 c I :Ilin ROOM R II (a I I 11 II ! BEDROOM --- --- --- A ! A ROOM A I I ROOM I I SEWN _ _ II n I LMTTTFOAI IN LUT Al A A I. UIfT Al I ( II U,fT A i II ------- I I t 1 n I II . u_- ,, I T� jI `"� I III I I li UWr A3 it TVFINL — jQ UIfTa$ - 0, / d F'o.71374 Huard Rro Protection 6x0wil Ylp, km BIN CAMM COUTT OCOEE FL 34791 Z : d � �T C n c � ✓ PFk (4O7) 877�618 PAX (407) 868-9026 ReMft, r Owir Pi,, r ``iBel fii�P PB Cw po'. ps of AlLthorleatlFn Ns" 2903B FL Lb&uo Nlw 71O01p R LJeanM i41A•�lID4 IMPORTANT OWNER INFO kMATIO N Tat 3MVaa al WO ON 11[ IN M AOLT7MIQ a = CWMDMY AWIF7 WO OM VAN at ULW L IIN O As lE AIILWi EfMWM Fn M BWCCM MM Ale WAnEWU OF V,%= s FM Pill= 1 slM M M tllSlnl 44 TIE PEO 1M Fall POQY IM3nAFi■a A VAM s /= BI IILL ! THAT OF Im OWNUL S im RM1M c1Asl! Nw for 111112V0 A Cc" Q fiR Fe"m Atella a IOf ►ANLM Vn" ym QaLTOI Ala kv n ma v TNt sYsliq FTIIIE ONTALT 71E NMW W= OF WAVK ANOBITC nK WO&M 3C. CPVC COMPATIBILITY NOTICE cFVC rw IHwan Rills irs 1aWE s II® UCCEMU LY FU m TNM al wim ■ NLV a imcring K-m Ala EFl11R• T1VC FMOM AL I3r/IILY "m FT■ IfINK AI mmm = m Tan oorsTM 1ms mcr. a omm LY, ,OYLVO OFVC GH sF a iM L91rwr Villa OOa'" F ■ m comrnw m I■ifIQMS m m wm FUn, R1aiWl ao00, FOs.Ti rw Ma NELLM !lack EQl a mm wAmm uwx wmcmR rlmm% Isla IMQfas M CUM= CRC FM PON= TMT fMS ilM mnAL•T VnH WC 14B31M FM MO L MAI M= a A I.11r Or m Tali PEN= rL IAK KVZW InTni COPYRIGHT ALL DOCUMENTS INCLUDING ORIGINAL DRAWINGS SPECIFICATION FIELD NOTES ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS MA PROJECT ARE AND VILL REIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS INC. (WAFS) AS INSTR(AIENTS OU SE RV Y T N A ICE. THEY ARE NO INTENDED, NOR REPRESENTED TO HE SUITABLE FOR REUSE BY THE CLIENT OR OTHERS, ON EXTENSION OF THIS PROJECT, OR F13R ANY OTHER PROJECT. ANY REUSE, ON A➢MTATI13N OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TD VAFS, AND WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INI1ElNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS DAMAGES LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE rs wasimm commasrm mVlac on Hla Newsom 1LAY nails aAo®olsa sawalas m asM'Iees tallow Flan m micH ill■IIL. crAL, inww. Al. am 1Q xvma a mx Iasollm sAa®oso IO.E1s71R ATt rm ODE#11L OitLM7a31 m a111)IT OLY as TIE Fat VFAMFII sTl6eeia sas IOT ACLm MM nwommLm no mm summ llE Flat srlmlL■I alaaml Z OLY � rat "m Portals sF 7m Fm aPlosLol BIAnm low= Fla[ van= rilsn or Voec mm m arlow AlaarFS uwL. sTacnnt. IQ a, CTVL a WMU rn, ALRIs1A[TATM 00 E Or sAaoessss Ws Taal TIMT MAY ! UMM Oil r= a. OMM WATER SUPPLY INFORMATION �� ORdJ6FR�D� POIAm �E PUMP Ste: GPM 0 PSI STAl1C PRESSURE 55 HYDR41T ELEV. 2 -0 RESIDUAL PRESSURE 50 DATE OF TESf 9 18 2022 FLOW IN GPM 1000 TWE OF TE57 10.30 AM PTfOT READING 36 Nulmt OF PORIS FLOwFD 1 TEST PROVIDED BY CRY OF ZEPHYR HILLS ununES HYDRANT #1256 11_3.9- Xo'�Wq mi_Ma011111`04i0:3ZT.�.�7 l� � P1 .:2 [iDA : alp1 r Ail. l SPRINKLERS 1103 aii ■■■■■■■■■■ 1 DATE SUBMITTALS BY 10/28/2022 1 CA REVIEW V C ■= NO. DATE REVISIONS mmma BY I XX/XX/XX -- - WAYI�E AuftniftAre Sp&*Wa� I, RA. MAIN OFFICE - ORLANDO. FLORA EM CAPITOL, COURT C CIOM F&MFMA 347M PFDNE (407) FAX (40" 008-80M JACKI GI IV" FL TAWA. FL IAOL FL Ti1m �T!lB1il1a7 AVE WMT 3M CWW PALM MW OW S. POWOLM FIOAO ,lAacsarlvua FL 3f�6e-fD� rAAFA. FL 386i-A8% O�FBO enAL1l FL 33Ma PFEIE W04) EOFN8O80 PFOPE fBl• 630-0808 PFFJIE O)a4) 9D 9030 PAX W04) EaB-07@4 FAX: •1. 080-03! PAX (a6/l aD-W?A FT. IAIYSRR FL Cma=w FIC 4= LAM AVE FT. YYf916, R 83a0a-K21 4= aOTOFOPORT DIM COOOO, FC rail) aapII 7}iA186 DFIVE HALM PC UW OHDWE- Ciiia 433-a080 PAX (EM 43a-3= PHIM OMW 7@E-O= FAX a" 7aFt•a NCFE Old 7E8-i94a STATE UMMM FC BReaLH+: W745 NC &AM aaa WP LV aC WRMM L Tail 9C ALAFea S9a qA ZEPHYR COMMONS g EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLE, BLDG TYPE I FIRST -THIRD FLOOR PLAN DRAWN BYt VINNIE COMO TOTAL A/S, 2,854 DATEM 9/13/2022 AHH,b PASCO COUNTY CONTRACT • 109678 CENTER OF TILE JOB? Ej YES &gN0 I CENTER ON FO(TURES JOB? ❑ YES NO SHEET Q F P 1OCCUPANCY, ■ CONSTRUCTION TYPEI V-A R-2 TYPMAL DESIGN AREA #DA1 4TH FLOOR UNIT Cl COMMON AREA COMPARTMENT DESIGN PER NFPA 13R, SECTION 7.1.1 18' X 18' SPACING 18' X 18' SPACING S1 17GPM @ 12 PSI S17GPM @ 12 PSI 18' X 18' SPACING S 17GPM @ 12 PSI DENSITY.05 DOMESTIC DEMAND - 177 GPM R00947N DESIGN AREA #DA2 4TH FLOOR UNIT Cl BEDROOM COMPARTMENT DESIGN PER NFPA 13R, SECTION 7.1 S4 20' X 20' SPACING 20 GPM @ 16.7 PSI SINGLE SPRINKLER PROOF CALCULATION DOMESTIC DEMAND - 177 GPM R00943N DESIGN AREA #DA3 4TH FLOOR OUTSIDE DWELLING UNIT we RrMh l r. DESIGN PER NFPA 13R, SECTION 7.2 18' X 18' SPACING 18' X 18' SPACING S5 17 GPM @ 12 PSI S6 17 GPM @ 12 PSI 18' X 18' SPACING 18' X 18' SPACING S7 17GPM @ 12 PSI SS 17GPM @ 12 PSI DENSITY.05 DOMESTIC DEMAND - 177 GPM R00946N UNT A UNIT B UNIT C TABLES AAA (a)/(b) DOMESTIC OEMAM SCALE: NONE aleo..t+b R'• 1p I dd..� k 00334N TOTAL FUCNRE LOAD PER ITEM NLIMBER OF ITEMS ITEM BATH GRouPs W FLUSH TAW 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SA�BCS 1 2 2 LAVATORY W WATER CLOSET FLUSH TANG - 3 0 DISFIWASHERS 1 1 1 WAS MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 DESIGN AREA #DA2 4TH FLOOR UNIT Cl BEDROOM COMPARTMENT DESIGN PER NFPA 13R, SECTION 7.1 S4 20' X 20' SPACING 20 GPM @ 16.7 PSI SINGLE SPRINKLER PROOF CALCULATION DOMESTIC DEMAND - 177 GPM R00943N DESIGN AREA #DA3 4TH FLOOR OUTSIDE DWELLING UNIT we RrMh l r. DESIGN PER NFPA 13R, SECTION 7.2 18' X 18' SPACING 18' X 18' SPACING S5 17 GPM @ 12 PSI S6 17 GPM @ 12 PSI 18' X 18' SPACING 18' X 18' SPACING S7 17GPM @ 12 PSI SS 17GPM @ 12 PSI DENSITY.05 DOMESTIC DEMAND - 177 GPM R00946N UNT A UNIT B UNIT C TABLES AAA (a)/(b) DOMESTIC OEMAM SCALE: NONE aleo..t+b R'• 1p I dd..� k 00334N TOTAL FUCNRE LOAD PER ITEM NLIMBER OF ITEMS ITEM BATH GRouPs W FLUSH TAW 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SA�BCS 1 2 2 LAVATORY W WATER CLOSET FLUSH TANG - 3 0 DISFIWASHERS 1 1 1 WAS MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 DESIGN AREA #DA3 4TH FLOOR OUTSIDE DWELLING UNIT we RrMh l r. DESIGN PER NFPA 13R, SECTION 7.2 18' X 18' SPACING 18' X 18' SPACING S5 17 GPM @ 12 PSI S6 17 GPM @ 12 PSI 18' X 18' SPACING 18' X 18' SPACING S7 17GPM @ 12 PSI SS 17GPM @ 12 PSI DENSITY.05 DOMESTIC DEMAND - 177 GPM R00946N UNT A UNIT B UNIT C TABLES AAA (a)/(b) DOMESTIC OEMAM SCALE: NONE aleo..t+b R'• 1p I dd..� k 00334N TOTAL FUCNRE LOAD PER ITEM NLIMBER OF ITEMS ITEM BATH GRouPs W FLUSH TAW 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SA�BCS 1 2 2 LAVATORY W WATER CLOSET FLUSH TANG - 3 0 DISFIWASHERS 1 1 1 WAS MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 UNT A UNIT B UNIT C TABLES AAA (a)/(b) DOMESTIC OEMAM SCALE: NONE aleo..t+b R'• 1p I dd..� k 00334N TOTAL FUCNRE LOAD PER ITEM NLIMBER OF ITEMS ITEM BATH GRouPs W FLUSH TAW 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SA�BCS 1 2 2 LAVATORY W WATER CLOSET FLUSH TANG - 3 0 DISFIWASHERS 1 1 1 WAS MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 TOTAL FUCNRE LOAD PER ITEM NLIMBER OF ITEMS ITEM BATH GRouPs W FLUSH TAW 1 6 6 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SA�BCS 1 2 2 LAVATORY W WATER CLOSET FLUSH TANG - 3 0 DISFIWASHERS 1 1 1 WAS MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 11 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 TOTAL RXTURE LOAD PER ITEM NUMBER OF ITEMS ITEM BATH GROUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KITCHEN SNKS 1 2 2 LAVATORY 1 1 1 WATER CLOSET W FLUSH TANK - 3 0 DISI-NVASHERS 1 1 1 WASHING MACHINES 1 2 2 TOTAL FIXTURE LOAD PER UNIT 18 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 TOTAL RXTURE LOAD PER ITEM NUMBER OF RENTS REM BATH c�IOUPS W FLUSH TANG 2 6 12 BATHTUB OR SHOWER STALL - 2 0 KRC�'IEN SINKS 1 2 2 LAVATORY 2 1 2 WATER CLOSET W RUSH TANG - 3 0 DISI-NVASHERS 1 1 1 WASHNC�i MACFNES 1 2 2 TOTAL FIXTURE LOAD PER LINT 19 in LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 LINT A LINT B LINT C TOTAL AXTVRE LOAD PER LINT 11 18 19 TOTAL UNITS PER BULDN4 25 23 4 TOTAL LOAD LINTS PERLINT 275 414 76 TOTAL UM' DEMAND PER BUt.DIVC 765 TOTAL DOMIN GM ESTIC DEMAND 177PER BLDC3 TION USED LI SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 SPRINKLERS FOURTH FLOOR FIRE PROTECTION PLAN L��L _STEEL PIPE 15,132 SQ. Fi. EACH 2HR SEPARATION BETNiEEN UNfiS � —CPVC PIPE THIS LAYOUT TYPICAL FOR UNITS 3,4,dc5 CEI NG HEIGFTT 9'-0' A.F.F. I -- 1 •1 IYI_ - - 1 I :1 No.7,1374 i) 1l:.cv; TATE OF 1(/ \ � 4 P ORIVP-�w�^� P8 PL 89 w. • • •FL LILEditf Nk�7W4 TNR mm a ORL OI m CIAM ACa"ma w TIE C M LY Mmm mm cm LUTE Ot Lmu W WR m M E M%MUU ffMEAO FOR VIE HE/FCTDL IMM M NANIIOW= W VATLE WO FM PNM== ZVSMM M RCTOI K WE fl�ftY FM PI MMY NAMM A WHIM M R PNOI OM Mrf= 9KL TE TIMT O• M 9WNM S TIE ALM ULAEA NM NLY =nM A CWY OF TIO PM"UT AMOR a NU ►MLdM VONVIE WWTOI M IM NnN= W THIS 113IEIL RIME CMRACF THE NPIM WM W VAYIE MM MY! FM OFMAM ■C CPVC COMPATIBILITY NOTICE CPC FM aIIMBLO FlIE tril[IE NINE B IItEO >IWi71MULY Fitt TOE TWA R WAU 9 NEW W6MCn0l4 K-M Ai NOWR QVC PEA ME OGLLr BIETD FM TIES 4""TOE BE ID TILR OIfEM � flawm 6 0WRIOWLY. N AEV% CPVC CM t NWAD N CIWACT V)M 04)MMs FLOE IN = ORIMOM R%M MU M EBE VWL nJ^ R MMA IYAO POMWM 00 AIM M=LW PMWM MBl1 M TNLTiM WAAfM LEAK ffiItOM FEC111 L NU Noah M azmmL ETC NM Fumm TMT mO EI CORMT VHR CPA ilpRO F@E NUT ME LVMJATO, FOR A LW W CMMTMZ PIE RM FLEAS RViV NI1N 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 VAYNE AUTOMATIC FIRE SPRINKLERS, INC. (VAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED. NOR REPRESENTED TO BE SUITABLE FDR RE -USE BY THE CL1E� OR OTHERS, ON EXTENSION OF THIS PROJECT, OR F12R ANY OTHER PROJECT. ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SGLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TD VAFS, AND WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO RE AGREED IN BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE FM OPME t COOM M 1I V= M TAW N A MM MY MMM TUa = M OMWOMB M OUR= )IaLN1YO "M M AMMMTUMI, CIVIL, 9n9 CIUA6 M MP MMWNM. TTELE LEFITIEFEEE MMM M MMOrR ME FM ODIOML WOIMUN Ot COIfW ONLY M M FM V=K= ENONULR aER NU ACM" ANY I WOMMM rM TNDE LLOLMi M FM iFIDLLJD OAfO®t N OLY rM MM POI RM W YNE FM WO" aLAwm SPMMLI FM EFmm" uQEL W WM II = 10 MM M AR09= WL iTLNA:TI OM. NL} M CLVL EMVDM! rM AUfMWATM t Q >1R MOM WOWYM DAY MY ! URTSD IM FTAE BFMMM WATER SUPPLY INFORMATION XMK WOW �o�AIKIM FRE PUMP sU. GPM 0 PSI STATIC PRESSURE 55 2 - FrAM PARE 50 OF TEST 9 16 FLOW IN GPM 1000 TI& OF TEST 10:30 PITOT REAM 36 PAR OF PORTS RMM 1 TEST PROVIDED BY CRY OF ZEPHYR HIUS UTILITIES HYDRANT 11256 ff SPNN4FR5 N DESIGN AND 4 1 4 MNIIWM DENSITY .05 .05 .05 DESIGN AREA S.F. 4 SPRINKLERS 1 SPRINKLER 4 SPRINKLERS PSI 0 BO 46.9 PSI 42.3 PSI 34.9 PSI GPM RE b 0 BASR 55.6 GPM 20.0 GPM 59.2 GPM PSI 'D 0 TEST 51.3 PSI 46.0 PSI 39.5 PSI GPY REO'D O TEST 1 232.6 GPM 1 197.0 GPM 1 246.2 GPM IKO� ®"■��i,77i�yt�.:il111::�iillli�l:� 5;�i;d;')♦ N � r� I�htt;;ii�l�:�riiF)if��I:►;;'„i�;t�:'� 'I� �■ `" � �`.A°i�I�MtF;;i(Il:'�litti•1il:F;;1;��;�F;_� 1 DATE sTJSMrrt'AI,s BY 10/28/2022 CA REVIEW V C INE / l \ 1 Ai/Al/Ai 1 -- 1-1 WAYI� AtJbNY1atIC Rre sarlfiderSF Ir1c. MAIN OFFICE — ORLANDO. FLORIDA � cAPrrai. COURT K]K:COE, R.oRDA 34781 FHONE (407) 3030 FAX (SOT e6Q�6 IACK/OrVLLE, R. TAdPA, FL �a iIAQI, FL Us OMTflBITIOV AVE WM3EEs Ci6NY PALM ONE ow PtTPIH<!E FELLD CSUNVLLE R.�ti TAAPA, FL 87BA-s837 Ot$Ft3D BEAM R.38M2PNDE OWiM8-8090 Rt1FE am880-U®03 PLgF6 ON)sD-3080FAX WM E[8-078A PJACFFr. FAK OMs30-fl8E FAXOb{) BD-LM24 PT.wr■MPL.co�coRo�INC�LATMO AVE AAYL3f8, FL 88906-4U2A 487U ADTON9POR O1VETHAFMLE CWCOQ NC 2R7PJ-sYT7 WM pN,gK NC OW P)AFE (E9iu 488-:1080 FAX O'9M 493-9Es3 PI06 004) 782-3082 FAX 004) 796-ELiBU PFM (M 7E8-284U ZEPHYR COMMON EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLE] BLDG TYPE I FOURTH FLOOR PLAN DRAWN BY, VINNIE COMO TOTAL A/S1 2,854 DATE, 9/13/2022 AHJI PASCO COUNTY CONTRACT • 109678 CENTER OF TILE JOB? E] YES NO CENTER ON FIXTURES JOB? [:] YES NO SHEET FP1 2 # ■ CONSTRUCTIUN TYPE, V-A OCCUPANCYI R-2 o dy!!1'� • 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 1N00593N). • 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 SO 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 OF 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. Fire spa dit a bm System No. F—C-2032 F Retina - 1 Hr T Ratings - V4 end 1 Hr (See Item 2) Section A -A 1. FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF 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 FLOOR -CEILING ASSEMBLY ARE SUMMARIZED BELOW, A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE• 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 i 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 MEMBERS* 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* - NOM 4 FT WIDE BY 5/8 IN, THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING 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 (ITEM 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, C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN, OR 2 BY 6 IN, OR TWO SETS OF PARALLEL 2 BY 4 IN, LUMBER PLATES, TIGHTLY BUTTED, MAX DIAM OF OPENING IS 4 IN, D. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 AL Reproduced courtesy of Underwriters Laboratories, Inc. u� STICreated or Revised: XXXXXXXXXXX C800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@st�restop.com • Website:www.st'fiirestop.com Fire spa MN bm NFPA 13R 201E GENERAL NOTES SCALE: NONE 01002N ELK GRAE 6' FROM SUPPLY 'R " E'B ER D E T A � L THE USE OF THE CHASE WALL IS DEPENDENT UPON THE TYPE OF THROUGH PENETRANT USED AS SPECIFIED IN ITEM 2. 3, THROUGH -PENETRANTS - ONE 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 OF 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. 70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, DIAM (OR SMALLER) SDR 17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, D. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 1-1/2 IN, DIAM (OR SMALLER) SCHEDULE 40 CELLULAR OR SOLID CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. E. POLYBUTYLENE (PB) PIPE - NOM 1 IN, DIAM (OR SMALLER) SDR 11 PB PIPE FOR USE IN CLOSED (PROCESS OR 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 I IN, DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR 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 N0, 70), THE USE OF THE CHASE WALL (ITEM 1.1) IS DEPENDENT UPON THE TYPE AND DIAM OF THROUGH PENETRANT AND TYPE OF PIPING SYSTEM USED AS TABULATED BELOW, TYPE OF TH;rDM MAX DUAIEM OF TYPE OF PIPM 8YSTBEI LIRE OF CHASE WALL PENETRANT THFIOI. 1 PENETRANT N PVC PIPE (A) 2 CLOSED OR VENTED OPTIONAL RNC 2 NOT APPLICABLE OPTIONAL CPVC PIPE (A) 2 CLOSED OR VENTED OPTIONAL ABS PIPE 1-1/2 CLOSED OR 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 Li) IS NOT USED , T RATING IS if HR. WHEN 2A, 211, 2C, 2E, 2F, 215 OR 2H IS USED, THE ANNULAR SPACE SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-5/8 IN, WHEN 2D IS USED, THE ANNULAR SPACE SHALL BE MIN 1/8 IN, TO 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* - SEALANT - MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS ON TOP SURFACE OF FLOOR, MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS ON BOTTOM SURFACE OF CEILING OR LOWER TOP PLATE OF CHASE WALL ASSEMBLY, ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN 1/8 IN. CROWN IS FORMED AROUND THE THROUGH PENETRANT ON BOTTOM SURFACE OF CEILING OR LOWER PLATE OF CHASE WALL ASSEMBLY, SPECIFIED TECHNOLOGIES INC - SPECSEAL 100, IOL 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—EM UP TO 2' CPVC PPE fr WOOD FLOOR TRUSS 1—HOUR SCALE: NONE 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. • ALL STANDPIPES SHALL BE PROVIDED WITH A LISTED INDICATING VALVE. • 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 IN 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 WLTI 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 SPRINKLERRED THROUGHOUT WITH NFPA 13 SHALL ONLY BE REQUIRED TO PROVIDE UP TO moo 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 201E GENERAL NOTES SCALE: NONE &*onabb Fk* Sp i film Mo. 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 Ak Reproduced courtesy of Underwriters Laboratories, Inc. �` STICreated or Revised: XXXXXXXXXXX <800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv(8 stifirestop.com . Website:www.stifirestop.com Fire ep a i" ba 01007N 1, WALL ASSEMBLY - THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF 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 FOLLOWING CONSTRUCTION FEATURES, A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) OC, STEEL STUDS TO BE MIN 3-1/2 IN, (89 MM) WIDE AND SPACED MAX 24 IN, (610 MM) OC. B. GYPSUM BOARD• - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN.DIAM OF ❑PENING TO BE 1 IN. TO 1-1/8 IN, (25 TO 29 MM) LARGER THAN OUTSIDE DIAM OF PIPE, THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED ECCENTRICALLY OR C❑NCENTRICALLY WITHIN THE FIREST❑P SYSTEM, PIPE, C❑NDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF N❑NMETALLIC PIPES, CONDUITS AND TUBES MAY BE USED, A, POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. (51 MM) 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, ANNULAR SPACE SHALL BE MIN 0 IN, ( 0 MM, POINT CONTACT) TO MAX 1 IN, (25 MM). B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, (51 MM) DIAM (OR SMALLER) SDR 13,5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, ANNULAR SPACE SHALL BE MIN 0 IN, ( 0 MM, P❑INT CONTACT) TO MAX 1 IN. (25 MM), C. RIGID N❑NMETALLIC CONDUIT+ - NOM 2 IN, (51 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA 70), ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, P❑INT CONTACT) TO 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 OF THE NATIONAL ELECTRICAL CODE (NFPA 70), ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, P❑INT CONTACT) TO MAX 1 IN, (25 MM), E. CROSS LINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN, (25 MM) DIAM (❑R SMALLER) SDR9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN, ( 0 MM, P❑INT CONTACT) TO MAX 1 IN, (25 MM). F. ACRYL❑NITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 1-1/2 IN, (38 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, ANNULAR SPACE SHALL BE MIN 1/4 IN. (6 MM) TO MAX 3/4 IN. (19 MM), WHEN ITEM 2A OR 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* - SEALANT - MIN 5/8 IN, (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY, AT P❑INT CONTACT L❑CATION, MIN 1/4 IN, (6 MM) DIAM BEAD OF FILL MATERIAL APPLIED AT NONMETALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL, SPECIFIED TECHNOL❑GIES INC - SPECSEAL LCI SEALANT *BEARING THE UL CLASSIFICATION MARK FIRE CAULK - STI SYSTEM No. W-L-M41 LP TO 2' CPVC PPE S DRYWALL 1 TO 2—HOUR SCALE: NONE 00217N d Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OWIM FL 34701 PIA (407) 877-5578 FAX: (407) 656-OM CwbflewW of AudarlraMw Nu w 28038 No. 7137�'- ; STATE OF Aebwt '14J0yR ID P . w. PE R. =4Vi n t ��Is 7W4 IMPORTANT OWNER INFORMATION T1GS YMWSE O SAES ON THE OWWM ACCEPTANCE OF M CANVITLY ANTED corm Enmm STATE IA LOCAL) OF OPA 0 AS E ARLICM.E STANDARD ►2t THE IEPECTIR TESTING AM NIMOWCIC OF VATER NO W PROfE = SYSLOIL PER SECTION 44 THE NESPDI33p1TY FOR PIVOLY IMWAROf A WATER SASED TIM PROTECT= SYSTEM SHALL E THAT Or THE OWNOL 3 THE ULTYY WV HAS HOT REO]VEE A COPY OF TMS PA144LET AIY/Ot O NOT FMY.WI WITH THE MUTDN AND NENIOIMCE IF THU SYSTOL PLEASE COrtACT THE WAIST OTTCE OF VATNE AUTOMTC FIE SPI S LOLL NC (PVC COMPATIBILITY NOTICE UNC FIE SPIOSOiR Plllr SYSTEMS HAVE AM USED WCEI rILLY FOR NONE THAN m YEARS N NEW CORTYLTRIL RE -WE ANY HOAR CPVC RmUCrS vim rm THESE Ad""T1717 RE TO THEN OIKTMYSY CDINO®N RESSSTAIM OCCAZLMLLY, NOVENA, 0" CAN SE )MIMm IY CORACT NnN cenALS raw N SOE CMWMWM MATERIALS m SOME NEE; root PE=nN EASED PMWXM ETC) AM MCLJARY PNODLLTS Slut AS TWA SEM.ARrL LEAS DETECTS% FEESn NO.1 N TO S ANY CLEAIERt, ETC. ANY PPMKF TINT CODES N CONTACT WITH (PVC SPROSLSR PIPE NOT E EVALUATES. FOR A LIST OF COPATOLE PR®I1CT; PLEASE REVIEW HRTP/ 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 CDMPENSATIDN 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 I= SPRIPS&M CONISINXT20! DRAWS463 NO SHOP YAVNOS MY NLLLilE RAO(GR "1"WIGS OR GMAPHICS StiOVO n= THE MORTECREAL. CIAL STRUCTLRAL. OR HOP DRAWIGS. THESE LEFOEMLL SApR,mRY ELOOITS ARE rOR GODIAL EIOUMTm7 OR CONTM ONLY AND THE FEE SPIOILEJN ENOEELR MKS OCT ACCEPT ANY IER06'NLLITY roe THESE ELEMENTS. THE FM SPRI NUM ENGINEER IS IDLY RESPOISNLE FO! 110E POn1pIS O' THE FEE SPRI/O.ER DRAWEES DEPMM FIE SPIO ILER SCOPES CE WON. REFON TO APPROVED AROOTECTIRK. STRUMMAL HEP OR CTVLL OBIVEIGS FOR Av11OOTATSVE EXP ESS106 DF 0=6111 Y V#MMMTDN THAT MAY E UTAIM Of FDE SPRIMSLER WATER SUPPLY INFORMATION ACTUAL WOUGIg M DMW RED FIRE PUMP 27 9 16 2022 10:30 AM SIZE: GPM 0 PSI STATIC PRESSURE 55 HYDRANT ELEV. RESIDUAL PRESSURE 50 FLOW IN GPM 1000 PITOT READING 36 MAWOF PORTS FLOWED 1 TEST PROVIDED BY CITY OF ZEPHYR HILLS UTILITIES HYDRANT 11256 DESIGN CRITERIA AREA CLASS ANDPIPES IN DESIGN FLOW OSE VALVES 'D 0 BASR rREQQ'D 'D 0 BASR 'D 0 FDC Q D 0 FDC N 0 HIGHESTVALVE II SPRINKLERS SPACING 11 SYMBOL I MAXIMUM I MINIMUM I r— www --, SPRINKLERS 11 SYMB. 11 ST 12NO 3RDI 4TH 15TH I SIN I SIZE I K I TEMP I MODEL TOTAL PER FLOOR TOTAL THIS BUILDING SUBMITTALS BY EW VC rIO/28/72022QA NO. DATE REVISIONS BY 1 XX/XX/XX -- - WAY N E Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO. FLORIDA Zee CAPITOL COURT OCOEF_ FLEA 34761 PHONE (407) 30M FAX (407) 668-8026 JACIC>lOtIVLLE R. ISO TATEPA. FL JummaLo eaAcK (9. M28 057TEUnW AVE. WEST 328E CHMY PALM ORIVE 1500 S. POWEFLEE ROAD JAOCSONVLLE FL 32E56-2745 TAMPA. FL 33e0-OW OEEFRELD EEACLC FL 39442 PH OW (9D4) 266-3030 PIIM (90) 030-0303 P1ERE (954) 9T7-3030 FAX (9134) 266-0724 FAX (00) 030-0312 FAX (954) 917-9424 FT. MYEM FL CONCORD, INC per; INC 480 LAfEDO AVE 4370 MOTORSP09T OFr4E rA FT. 1AY619, FL 33905-4924 COF(CM NC EOW-6977 TRIAPYLE DRIVE BALE R IB 27 FF C e79746 PHEIPE am) 433-30M PNOPE OOQ 792-3D32 PNR E (919) FAX MW) 433-3283 FAX 904) 795-6638 STATE yamm NC wwaam 2974E Nc m ARIA an w -LV sc wFonm = sc ALASEA 536E ZEPHYR COMMONS EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SHEET TITLE, NOTES AND DETAILS DRAWN BY, VINNIE COMO TOTAL A/SI 2,854 DATE, 9/13/2022 AHJ' PASCO COUNTY CONTRACT # 109678 CENTER OF TILE JOB? ❑ YES NO CENTER ON FIXTURES JOB' YES NO SHEET # ■ 1 CONSTRUCTION TYPE, V-A OCCUPANCY, R-2 INIIIIIIIIIN�">t►�ILT1N<� 3' THREAD-O PLET 4' STANDPIPE C _�,, IPE STEEL PIPE ALTERNATE USAGE OF FIG INSULATION U ArnC D (CUT IN HALF) 24 PIPE HANGER (BY OTHERS) 2�' X 0-3 NIPPLE ��- (FULL WELD #12 X l 4m HARDENED (SAMPLE SPARE SPRINKLER CABINET 2' HEM. X MALE FIRE AROUND TO ATR) STRAP MAY BE USED HEX HEAD ). TRUSS BEARING IN THIS POSITION AS A SELF -THREADING SCREW 41 -7» HOSE VALVE W/ LW 1'-O' MAX. RESTRAINER ONLY CPVC SPRINKLER LINE WOOD FRAMING REDUCER CAP & CHAIN X' X 18' LG ALL HEATED HEATED THREAD ROD TO 2� MEMBER UNIT � UNIT X" HEX NUT X' WASHER VIEW 'A' ALTERNATE USAGE OF FIG. 1" SCH 30 DESIM BLACK STEEL 24 PIPE HANGER 4TH FLOOR WELD AROUND PIPE � • v v ° NFPA 13R 11.1 - AT LEAST THREE SPARE SPRINKLERS OF EACH TYPE, 32 -6 v v0000,0 o v A TEMPERATURE RATING, AND ORIFICE SIZE USED IN THE SYSTEM SWILL BE vov v o v v INSTALLED ON PREMISES * CEILING HEIGHT J�' X 6" X 6" v 0 v v TOLCO FIG. 22 PIPE 30'-9" FIAT BAR vv v v STRAP TOLCO FIG. 24 PIPE It (2) 12-HEAD SPARE HEAD BOXES WITH WRENCHES WALL BE LEFT (SIZED TO PIPE) HANGER PVC SPRINKLER LINE AT CLUBHOUSE / LEASING COW. I :SPECIFY PIPE SIZE AND » �' TO 2' ❑ (1) SPARE HEAD BOX WITH WRENCHES WILL BE LEFT PER HEATED HEATED DESIGNER NOTE #12 X tY HARDENED HEX BUILDING. UNIT UNIT STAND HEIGHT ON EMAIL TO FAB. WOOD FRAMING HEAD SELF -THREADING SCREW TYPICAL 0• FIRE HOSE VALVE HANGERnA MEMBER HAND Ow (X2) HANGER R � J El DRY SPRINKLER HEADS WILL yQj BE PROVIDED PER NFPA 13 W/ 'REDUCER ON 4' STD,'& P ' T TO 2-Vi3" PPE STAND NFPA 13R FOR 3'i TO 2" CPVC WE FIG. 24 HANGER FOR a TO 2» CPVC PFE SPARE SPFDIQM HEAD CABINET 3RD FLOOR SCALE: NONE SCALE: ONE SCALE: NONE SCALE: NONE SCALE: NONE 21'-8" 1 M 4''b 00670N spa l"d 00226N AmultimidiiomeopmAdo Mo. 00251 N RI %Mdhw ks 00282N A Fire Six++& b• 00477N CEILING HEIGHT 19'-11' TYPICAL CEILING CEILING CEILING DIFFUSER 1'-0' TYP. Rl'-O' HEATED HEATED Y.; TYP. UNIT UNIT :A : `� ..' SOFFIT 1'-0' �,-"-1TYPICAL. PENDENT TYP. "`'" ` ' ''<` (OBSTRUCTION) B r - �m PENDENT B -� SPRINKLER 4`` lE1PE1W1�E SPRINbFR A yN� r TYPICAL OBSTRUCTION � 2ND FLOOR TYPICAL TYPICAL LIGHT TYPICAL 10'-10" vow SPRINKLER FIXTURE SPRINKLER Sam 21-08 MINIMUM =° TYP. 36' R2'-O' -�- 1-0 MINIMUM TYP. t CEILING FAN TYP. IN ROOMS/COMPARTMENTS 400 CU. FT. OR LESS, SPRINKLERS MAY BE PLACED REGARDLESS OF LOCATION (ANY MODEL ACCEPTABLE OF OBSTRUCTIONS. PROVIDED PLAN VIEW OF BLADES NOTE: SPRINKLERS MUST BE LOCATED IS 50% OPEN) OUTSIDE OF SHADED AREA DISTANCE FROM MAD TO SIDE OF OMIRUCT10N (A) MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN.) (B) LESS TWW 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 TWW 7 FT. 11 7 FT. AND GREATER 14 D A CEILING HEIGHT WAIL HEATED HEATED UNIT UNIT A 2 (D - 8 IN.) + B (A ) (D - 0.2M) + B) D S 30 IN. (0.8M) 1ST •FLOOR TYPICAL RESKITIAL CELJ43 MOIMTEO HOT AR NFPA 113R S 1130 NFPA 13R 8 130 NFPA 113R @ 130 RESEENTIAL PE DENT NFPA 13R G 1130 RESEENTIAL PENEdT 0 -0 D�1SERSPRIINICLER MINLMIAINI CLEARANCES ` SCALE, NONE SPRNCLEIR CLEARANCE W/ LJS•IT FD(TIRE ` SCALE, NONE �� DER CLEARANCE W/ CELM FAN ` SCALE, NONE �� SPRINKLER CLEARANCE W/ OBSSTRIJCTDN ` SCALE, NONE DER CLEARANCE W/ SOFRT `� SCALE, NONE TYPICAL ENTIAL CROSS SECTION - 4 FLOOR ` AubowmlAo� �• sue•. �• 00702N '"• 00504N r,» 00505N AlAtan»do FF» l3p a idr+ bm 00527N AutaHmdo Fin SWWdem IIMo 00531 N AutalWdc Fi•D SprWdw•., ha 0 o m o 0 o m o CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 PSI (MAXIMUM) TEST PRESSURE (SM NDTE U PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60OF TO 120OF 40OF TO 59*F O*F TO 390F Y4' 45 MIN, 1.5 HR. 24 HR. 1' 45 MIN, 1.5 HR. 24 HR. ly' 1.5 HR. 16 HR. 120 HR. 1.5 HR. 16 HR. 120 HR. 2' 6 HR. 36 HR, SEE NOTE 2 8 HR. 72 HR, SEE NOTE 2 3' 8 HR. 72 HR, SEE NOTE 2 CURE TIMES WITH ONE STEP SOLVENT CEMENT 225 PSI (MAXIMUM) TEST PRESSURE (SM 14M D PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60*17 TO 120*F 40*F TO 59*F 0*F TO 39*F Y' 1 HR, 4 HR, 48 HR. 1' 1.5 HR, 4 HR. 48 HR. ty» 3 HR. 32 HR. 10 DAYS • 3 HR. 32 HR, 10 DAYS 2' 8 HR. 48 HR. SEE NOTE 2 24 HR. 96 HR. SEE NOTE 2 3' 24 HR. 96 HR. SEE NOTE 2 NOTE t THM CARE Ti AFE RIR NEW CONS I RILE I KK F BILLM UNTO E)OSTfII(3 III M 1I AHa M TIJC e-AL:e K M ITJI@ M e! YmAc QLIrR ■ n ee A LEI Du 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, 1.3' 7.8' 15.4' 31.3' 45.1' 70.5' 90.6' 125.4' 1' 1.0' 6.3' 12.3, 25.0' 36.0' 56.3' 72.3' 100.1, lll' 0.8' 5.0' 9.7' 19.8' 28.5' 44.6' 57.3' 79.3' W 0T 4.3' 8.5' 17.3' 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' 2.9' 5.6' 11.4' 16.5' 25.8' 33.1' 45.8' 3' 0.4' 2.4' 4.6' 9.4' 13.5' 21.2' 27.2' 37.6' SEE OW WOOD FLOOR JOIST �{ R MAX ANY DISTANCE S MAX HANGER (1/2 'S' MAX) OR CLAMP a (TYP.) a v m o 0 .o c? 0 omv OR o SPRINKLER TEE DROP SUPPORT SPACING WITH SPRINKLER DROP SUPPORT SPACING o a o = e o ONE RESTRAINT POINT - SEE TABLE 1 BELOW WITH TWO RESTRAINT POINTS o® oe. vo.no 0 TABLE 2 DLL o �{ R MAX � o 0 =m= o L MAX --1 m %o D IGNER EFER ALL THREAD ROD = (*)-NOTE 2 D J UP TO 4' PIPE 17 d- 0329 L ` d INCHES o 0 o a o HANGER RING (SIZED TO PIPE) o m= o 0 0 D � o \ SPRINKLER 90* ELL DROP SUPPORT SPACING WITH MAXIMUM SUPPORT SPACING m = OO 0 G ONE RESTRAINT POINT - SEE TABLE I BELOW SEE TABLE 3 BELOW o �oo� PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73*F) (BOTH ENDS RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 10, 12, 15, 17' 20' �• 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' 9.0, 14.1' 18.1' 25.0, 11(' 0.2' 1.2' 2.4' 5.0' 7.1' 11.2' 14.3' 19.8' 1#' 0.2' 1.1' 2.1' 4.3' 6.2' 9.7' 12.5' 17.3' 2' 0.1' 0.9' IT 3.5' 5.0' 7.8' 10.0' 13.9' W 011, 0.7' 1.4' 2.9, 4.1' 6.4' 8.3' 11.4' 3' 0.1' 1 0.6' 1.2, 2.4' 1 3.4' 1 5.3' 6,8' 9.4' TABLE 1 - SPRINKLER SUPPORT SPACING DISTANCE WITH ONE RESTRAINT POINT NOM. PIPE SIZE 'R' @ LESS THAN 100 PSI 'R' @ GREATER THAN 100 PSI Y4 INCH 0'-9' 0'-6, 1INCH 1'-0' 0'-9' IY INCH 1'-4' 1'-0' 0j INCH 2'-0' 1'-0' )1,� INCH 24' 1'-0' TABLE 2 - SPRINKLER SUPPORT DISTANCE WITH TWO RESTRAINT SPACING POINTS NOM. PIPE SIZE 'S' @ LESS THAN 100 PSI 'S' @ GREATER THAN 100 PSI N4 INCH 4'-0' 3'-0' 1INCH 5'-0' 4'-0' iY4 INCH 6'-0' 5'-0' L� INCH 7'-0' 7'-0' >]Y2 INCH 7'-0' 7'-0' ENLARGED VIEW SAME SWG 20 (OR EQUAL) FOR UP TO 21f PIPE. SAMMY SING 25-380 (OR EQUAL) FOR 3' & 4' PIPE. (SELF-DRIWNG & TAPPING INTO WOOD) SEE DETAIL 'A' 0 0 LJr• G7 YTAJIH ma. 3' W FW M NOTE 21 FOR THESE SIZES, THE SOLVENT CEMENT CAN BE APPLIED AT TEMPERATURES L FEET TABLE 3 - MAXIMUM SUPPORT SPACING (� OF WIM) BELOW 32*F, HOWEVER, THE SPRINKLER SYSTEM TEMPERATURE MUST BE RAISED TO A NOM. PIPE TEMPERATURE OF 32*F OR ABOVE AND ALLOWED TO CURE PER THE ABOVE SIZE Y4 INCH 1 INCH lY4 INCH IX INCH 2 INCH 2,� INCH 3 INCH • RECOMMENDATIONS PRIOR TO PRESSURE TESTING. 2 D ' ALL d = 0,0823 \ \\ d INCHES / �/ / SUPPORT 5 -6 6 -0 6 -6 7 -0 8 -0 9 -0 10 -0 THREAD ROD D � \ \ � � i / SPACING 'L' OETAL A ` TYPICAL CPVC CIS TIAiE.S ` CPVC SE OM OEFLECTlONS TYPICAL CPVC HANGER/BRACE SPACING ^ \ STAND PFE OR BLLK MAN HANGER OW LIP TO 4' SCH. 7 S SCH. 110 SCALE: NONE (`-/� SCALE: NONE Autos tlo Ft. r� � Rm *r +dem tic. p" SwWdo.", r,o (*)NOTE TO DESIGNER- sp+rd»r., AutanlatlDo Fire sprrid.•.. TAD. LIST USING #04T HANGER 00415N 00416N 00356N 00931N d No. Hazard Rre Protection Engkoo q. Inc l / J / l •' W - O STATE OF E92 CAPrt»L O� MOM FL 347■ !/d Pik (407) U7-61M FAX (4CM OW-61M oiler. PE r 0I - dIM A�.r1m Nodor EM lle i� -_ *1� OIL ; 4 "a aMVIa 3 1111111131 a1 TIE own ACD10I Q M CIRa1RLr Ammm mm mm 1TAIM Q MINI CP wm Q a E NAMMIL tTMaAR1 FM DE MPWrM TM1I06 Ale IM MWU OP VALID 1111113 rlE PRDIAM VFM PM 110M 4,L M IM131I».IIY Fm PNWMY MINI A VAM 1Aeii FIE PRDIU.= sYLTU1 MULL ! TIMT W 1W 11 IWI. IF M ii16 OVIM NMI MM RlmVO A CITY R T3B Pomm mI n MU' rmI VUM TIE omm m1 m IMIDIIWQ CP im MU KM C WWT M I FMW OFFICE OF VAM 411aMYX PIE V11111 L = CPVC COMPATIBILITY NOTICE CPVC Fm aMR1LM PlOa sY71a11 WINE a um mxlssuLY FOR mE MAN a TFAR1 IN REV cmun I m 0I AMID III III PDWIICR ARE m31r aD0 F3R "m MPI.M111i aE TO IIIOUfIIAWDa C�1 mmmm OOMPOILY. LVaL IUVIII = DE 1 v mIIA1.T V)IM 0crxs PR1a W mCeamc ml NATUIu m mwillm nlK RIm I seo FRm m no m AIdA7Y PIa wm 8= m IIIrA1 a"v% Lm xmmIL ►X IIDIR mi 1lslsa m GXMWM LTC MD Pl I MT mm INC111I VI1M CPVC aM31gLR FM IIRR DC EVALLATM M A LNF Mr I IMI PRmCM FILM NI UrnV 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 � WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (WAFS, AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT, OR OTHERS. ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, AIR ADAPTATION OF THE IW13RKATMN 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 COMENSATMN AT RATES TO BE AGREED ON BETWEEN VAFS 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 rR aMRMBUM COME = 311 Mm aar 11I MAY DRUM mLTlaws vI 0 aIAPISM I W-" FROM nE AFAW11 TIRAt. cIML. snIICTRM. III me sawma TIER: w ma m won amen ARE FOR mEML DwW 7= m CDITUQ OILY no TE FIE 411 E1RDIeER aDs Mm MCC" MY REsysmm rm nw n.semm TE nE sMs1LM Umm a sLr =Ma FOR mm P°Tlms or TIE /m VIIIII savom DD.mm nE amMLM aaE7 CP wow ROM m APrown Mn3TF>r no. fF =mm.. Ier M MVL DrwoI1l m mnmuATM women I naT IMr s: urkm w not swomm savors m III 1 7 1 ■ �i�.�l 7a I 1 .a• DESIGN CRITERIA SPRINKLERS SPACING j i I- IW SYMB.11 ST 12NDI 3RDI 4TH 15TH I SIN I SIZE I K I TEMP I MODEL I TURL PER FLOOR TOTAL THIS BUILDING DATE I SUBMITTALS BY 10/28/2022 1 CA REVIEW vc E Automatic Fire Sprinlders, Inc. MAIN OFFICE - ORLANDO. FLORIDA ll� CAWTM CMW OCOWLE R..CFM 34M PFFAX: (40" 908-e JPZKBDNVLM R. TAMP/►. FL �D mmm R. TCi® DRTIERnM AM WW 11M CH8W PALM ORM T00D 0. POaB3Lm ROAD JACIWOtiVL.LE. FL 39950-WW TAWA, R- 3301 011 BEACH FL 33M8 PHOM WOO Ee8 3= PHOM B)m 030-OM PID 0" W-31 D FAIL• W04) slo-om FAX OW 030-CM FAX 0104) W-IME4 PT. MIY■w FL CAD. M 4ee3 W330 AVE 4mO m T oPArE TRMMU OFM FT. AATEAB, FL 38306-4m CDIIRAI3l, W R00D7�BTl BBOD RKm FR: ow PHOM M= 478-31M PH@E CF04) 761 PMM OM 7EI FAX BMW 433-MM FAX 0M) 705-SM � ZEPHYR COMMON EMERSON HILL CIRCLE ZEPHYR HILLS, FL. 33541 LANDSOUTH CONSTRUCTION 4233 PABLO PROFESSIONAL CT. JACKSONVILLE, FL. 32224 SMEET TrnEH NOTES AND DETAILS DRAWN BYH VINNIE COMO TOTAL A/SH 2,854 DATEH 9/13/2022 A" PASCO COUNTY CONTRACT # 109678 CENTER OF TILE JOB? YES JtNO I CENTER ON FIXTURES JOB? YES XN0 �I SWET • FPD ■ CONSTRUCTION TYPE, V-A OCCUPANCY, R-2