|
VALVE & FlRE
<br />OGATE
<br />TST
<br />HYDRANT ASSEMBLY
<br />�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />7600
<br />- - - - - --
<br />- - - - - - - -
<br />- - - - - - - - - - - - - - - - - -
<br />I
<br />L.F. 12" PVC
<br />G6
<br />'
<br />CIRCULATING CITY
<br />WATER MAIN
<br />'
<br />UG5-UG6
<br />EX. MIRE HYDRANT 112115166
<br />w
<br />LA N28.269093'
<br />LONG. • W82.184776'
<br />STATIC.55 PSI
<br />RESIDUAL: 50 PSI
<br />I
<br />I
<br />FLOW 1,000 GPM
<br />I
<br />I
<br />CONIC. THRUST 8"X8"
<br />BLOCK (TYP.) TEE
<br />8"x8" W GATE -
<br />ATE
<br />GATE
<br />CONC. THRUST
<br />BLOCK (TYP.)
<br />I
<br />TEE _ VALVE ----
<br />V
<br />VALVE
<br />-
<br />I
<br />4s•BENo �3"PVC 3"PVC
<br />II'P1RA
<br />I
<br />1,170 L.F. 8" PVC /
<br />1ND
<br />FIRE MAIN ' _
<br />UG1-UG3 - %..—d�11C
<br />/
<br />-
<br />v -
<br />--r-_T
<br />I
<br />FIRE HYDRANT A
<br />W GATE VALVE
<br />/►'
<br />» V
<br />-- -=--
<br />CIRCULATING CITY
<br />WATER MAIN
<br />UG5-UG6
<br />--
<br />45' am
<br />1,170 L.F. 8" PVC
<br />I
<br />5
<br />FIRE MAIN
<br />I
<br />-
<br />UG1-UG3
<br />a �
<br />I
<br />>
<br />lJ
<br />D
<br />3" DOMESTIC
<br />SERVICE
<br />`-�
<br />I
<br />J
<br />8' FIRE SERVICE
<br />GA7E ✓AL VE & FIRE
<br />HYDRANT ASSEMBLY
<br />D r
<br />N F
<br />=
<br />TYPE V-A
<br />-2
<br />u Ell
<br />8'x8'
<br />TEE - -
<br />60,754 SID
<br />FT.
<br />I
<br />FIRE HYDRANT
<br />W/ GATE VALVE
<br />- - - - - - - - - - 12"x4` TEE POINT OF
<br />I
<br />I
<br />� SERVICE
<br />(
<br />----—————————
<br />r
<br />45' BEND
<br />Y
<br />2" METER W/ B F P
<br />8' D.D.C.A. FOR
<br />RE SERVICE
<br />a- vrA
<br />AL
<br />I
<br />! a
<br />• ALL UNDERGROUND PIPING IS BY OTHERS.
<br />• PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NODE
<br />PURPOSES AND FDC LOCATIONS ONLY
<br />• UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED
<br />CLASS I, II OR V FIRE PROTECTION CONTRACTOR.
<br />• UNDERGROUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST
<br />CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST
<br />AND FLUSH PER NFPA 24 PRIOR TO WAFS CONNECTING TO
<br />THE UNDERGROUND.
<br />• UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND
<br />LOCATION OF LEAD-INS WITH WAFS.
<br />• UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS OF MAKE
<br />AND MODEL OF BACKFLOW PREVENTER USED WHEN IN THEIR
<br />SCOPE.
<br />• ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT IN
<br />WAFS SCOPE SHALL BE BY OTHERS.
<br />\011
<br />C_
<br />J f f f
<br />Pdo- 71374
<br />Hazard Fire Protection Engineering, Inc. I,IF
<br />222 CAPITOL COURT OCOff, FL 34761 �0 �' s ATE
<br />RE (407) 877-5578 FAX: (407) 656-SM �1• • D!4*r .D P • ' __ \\�d \Is SnW*r, P.E.
<br />CerttBcato of Authorization Number 29= ��Y : 70831 `l e Na 71374
<br />- CVvv\
<br />IMPORTANT OWNER INFORMATION
<br />THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF NFPA 25 AS
<br />THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 41
<br />THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER. IF THE
<br />BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/DR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS
<br />SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC.
<br />CPVC COMPATIBILITY NOTICE
<br />CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION RE -PIPE AND
<br />ZEPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY,
<br />HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE- SOME WIRES, FLUX
<br />PETROLEUM BASED PRODUCTS. ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, HOLD INHIBITORS
<br />AND CLEANERS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED FOR A LIST OF COMPATIBLE
<br />PRODUCTS, PLEASE REVIEW H`D iT�R//NA TS�ART NT-TM/CPL.ASP%
<br />ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER
<br />PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC.
<br />(WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT
<br />OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFORMATION
<br />CONTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT
<br />LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES To BE AGREED ON
<br />BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS,
<br />DAMAGES, LOSSES AND EXPENSES. INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS.
<br />GRAPHICS ELEMENTS NOTE
<br />FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED
<br />FROM THE ARCHITECTURAL, CIVIL STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR
<br />GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR
<br />THESE ELEMENTS, THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER
<br />DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MEP OR CIVIL
<br />DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER
<br />DRAWINGS OR DETAILS
<br />WATER SUPPLY
<br />INFORMATION
<br />ACTUAL
<br />TR SATED
<br />DR(ll()OSTRE�f)'EXTRAPOLATED
<br />FIRE PUMP
<br />SIZE, GPM a PSI
<br />STATIC PRESSURE
<br />55
<br />HYDRANT ELEV.
<br />2'-0'
<br />RESIDUAL PRESSURE
<br />50
<br />A
<br />9/16/2022
<br />FLOW IN GPM
<br />1000
<br />TIME OF TEST
<br />WIN AM
<br />PITOT READING
<br />36
<br />NI11D)ER ff PORTS FLOM
<br />1
<br />TEST PROVIDED BY
<br />CITY OF ZEPHYR HILLS UTILITIES
<br />CAT
<br />HYDRANT #1256
<br />DESIGN CRITERIA
<br />[MINIMUM
<br />YSTEM / DESIGN AREA #
<br />AZARD CLASS
<br />IT SPRINKLERS IN DESIGN AREA
<br />DENSITY
<br />FOR IRRIGATION ; "P'Yc --.. 1/2'Pvc� DESIGN AREA S.F.
<br />\, r PSI REQ'D a BASR
<br />1 �'o I I I ......_ ..i GPM REQ'D a BASR
<br />4" METER W/ B.F.P. 40 L.F. 8" PVC L
<br />PSI REQ'D a TEST
<br />FOR DOMESTIC > FIRE MAIN
<br />t UG3-UG4 1,170 L.F. 8" PVC' > I GPM REQ'D a TEST
<br />895 L.F. 8" PVC FIRE MAIN? I i
<br />\ ,h� I _ 1 ELEvarD]N a H]c�Esr sPRBIaER
<br />\ FIRE MAIN UG1-UG3
<br />HOSE INSIDE/QITSIDE
<br />UG2-UG3 8"x8" TEE �•.
<br />90• BEND 8" GATE VALVE 8"X8" TEE 8" GATE VALVE -
<br />EX. FIRE HYDRANT 11256 �� s��ySt. UG arm CONC. THRUST �
<br />T•�fRi A CAT. N28.27082T 4' Pvc 4' PVC 4' Pvc ( DOMESTIC DEMAND
<br />= CONC. THRUST
<br />LONG. W82.185630' BEND f` I I` 8'x8" TEE
<br />BLOCK TYP. - - -
<br />BLOCK (TYP.) - -
<br />STA7IC. 55 PSI 6•P11i.
<br />-- - - � ,� � � .5'BEND SPRINKLERS SPACING
<br />RESIDUAL: 45 PSI I ��- '� I SYMBOL MAXIMUM MINIMUM COMMENTS '
<br />FLOW 1,967 GPM O 20 PSI CONC. THRUST REMOTE 1/4"PVC CONC. THRUST 4s' Ba+o
<br />Ia BLOCK (TYP.) F.D.C. .5 BEND - <— - - FIRE HYDRANT BLOCK (TYP.) 45 BEND
<br />I _
<br />- --- r
<br />FIRE HYDRANT L__ r l (' W GATE VALVE \\JJ 1
<br />4s /
<br />CL W/ GATE VALVE
<br />- F.. 1,170 L.F. 8" PVC
<br />- =26-
<br />FIRE MAIN
<br />r _ UG1 UG3
<br />- i
<br />I I -r'1I 1 FIREHYDRANT
<br />8" FIRE: SERVICE 3" DOMESTIC SERVICE L, S W/ GATE VALVE
<br />I r - 4t•¢ I I
<br />ry
<br />I I I Id
<br />I
<br />r
<br />9 -
<br />QUANTITY SPRINKLERS
<br />N
<br />6 8"X8" TEE SYMB, 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL
<br />-2TYPE V R
<br />60,754 FT.
<br />REMOTE F.D.C.0 a - FV�VwI I I I 45• BEND
<br />--
<br />---'---1--L--�--J .. - -
<br />s
<br />oil
<br />i { BEND
<br />�.
<br />�- UGI
<br />d'�11C
<br />BULL It G #2 - r-w-` L- ° s"x8" TEE
<br />TYPE 1 4 90am
<br />895 L.F. 8" PVC NF A 3R 3' DOMESTIC SERVICE
<br />8" FIRE SERVICE 9
<br />FIRE MAIN CLUBHOUSE LEASING 65 L.F. 8" PVC
<br />TOTAL PER FLOOR
<br />UG2-UG3 TYP VAR-2 CENTER, MAIL & - FIRE
<br />N UG-MAI❑
<br />56,57 T. 2 PACKAGE
<br />-1 a NO A/S REQ TYPE 14- TORY > TOTAL THIS SHEET
<br />- - REVIEW DATE I ► ' Y :�Y - - —
<br />NF A 3R � CITY OF ZEPHYt_ � _-„ `
<br />d,'�, DATE SUBMITTALS BY
<br />TYPE VAR-2 FIRE AND LIFE SAFETY EXAMINER
<br />8"x8" TEE r, 22s•13END
<br />3" DOMESTIC SERVICE 60,7 FT. 671 L.F. 8" PVC 10/25/2022 GA REVIEW VC
<br />' FIRE MAIN
<br />E
<br />FIRE HYDRANT-�
<br />HYDRA LI CALCS UG1-UG2
<br />3 PVC-� W/ GATE VALVE _ - -
<br />_ TYPE
<br />vALVE
<br />1 „ ��
<br />e" GATE ERFOR E ALLWORK SHALL COMPLY WITH
<br />_- 2 _P- 1
<br />NFFA CODES AND STANDARDS - -
<br />8" FIRE SERVICE -- � �- - - -l; �- � � r B D � - - -
<br />REMOTE n NO. DATE REVISIONS BY
<br />F.D.C. FIRE HYDRA ( 1 XX/XX/XX
<br />W/ GATE VALVE B I L D I G# -- -
<br />TYPE II 4 TORY __ _ >
<br />> G
<br />8'x8" TEE a NFPA 3R
<br />TY N >
<br />I - PEIFORKAE1 rHIS LD3 CONC. THRUST
<br />BLOCK (TYP.)
<br />11.25' BEND -
<br />9o• BEND
<br />-- SITE PLAN
<br />_. (TYP.)
<br />- 3' DOMESTIC SERVICE CONC. THRUST
<br />UG 8"x8" TEE vave'E 11as BEND -- --- --48•PVC
<br />BLOCK TYP. I
<br />8" FIRE SERVICE
<br />_ - 67 L.F. 8' PVC n.zs• BEND =
<br />HYDRAULIC
<br />O 0 D D' J FIRE MAIN -= 671 L.F. B" PVC
<br />;= UG-UG2 I
<br />FIRE MAIN UG1-UG2 REFERENCE ONLY
<br />---- _- - Xtv
<br />45• BEND REMOTE >
<br />- F.D.C. N -
<br />FIRE HYDRANT 6
<br />-- > W/ GATE VALVE ,-'%
<br />-- -- - - _ 11.25• BEND..,. i. FDC ',`\ - - i Z li
<br />- 671 L.F. 8" PVC
<br />895 L.F. 8" PVC
<br />CONIC. THRUST FIRE MAIN
<br />FIRE MAIN 8" GATE BLOCK (TYP.) 11.25' BEND " �� UG1-UG2 90' BEND
<br />;;k
<br />UG2-UG3 VALVE UG2 VALVE% -
<br />a'P11C i'P11C n.2s BEND 4'PVC 8'xs' 4"PVC 4P,VC 2I i 408
<br />4.,PVC 4PVC -- - G
<br />TEE Y CONIC. THRUST IqQ
<br />Fire Sprinklere, Inc.
<br />UNDERGROUND CONTRACTOR NOTES
<br />SCALE: NONE
<br />00500N
<br />WAYNE
<br />AUtomatic Fire Sprinklers, Inc.
<br />MAIN OFFICE — ORLANDO. FLORIDA
<br />222 CAPITOL COURT OCOEE. FLORIDA 34761
<br />PHONE (407) 3030 FAX: (407) 658-8026
<br />JACKSGNVLLB FL
<br />III& TAMPA. FL
<br />OEWPBD BEAM FL
<br />113M DISTFAR]rION AVE. WEST
<br />320 CHERRY PALM DRIVE
<br />1500 S. POWERI.NE ROAD
<br />JACKSONVLIE FL 322SB-2745
<br />TAMPA. FL 33819-8337
<br />DEERFELD BEACH, FL 33442
<br />PHONE (904) 288-3030
<br />PHONE (813) 630-0303
<br />PHONE (954) 917-3030
<br />FAX (904) 2s8-0724
<br />FAX (813) 630-0312
<br />FAX: (954) 9T7-9424
<br />FT. MYE W R.
<br />CDNICOED, NIC
<br />RALE W NC
<br />4683 LAREDO AVE
<br />4370 MOTORSPORT DRIVE
<br />58M TRIANGLE DRIVE
<br />FT. MYERS. FL 33905-4924
<br />CONCORD. NC 28027-s977
<br />RALEIGH. NC 27617
<br />PHONE (238) 433-3030
<br />PHONE (7D4) 782-3032
<br />PHONE (919) 723-e348
<br />FAX: (239) 433-3263
<br />FAX (704) 795-8838
<br />STATE LICENSES. NC SPR *U-ER e9745 NC ALARM 29811 SP-LV SC SPF*A .ER ills SC ALARM; 3385
<br />- BLOCK (TYP.)-
<br />== = l o - 8 x8 TEE r4 m
<br />8 x8 TEE »
<br />m - C5 N SCALE 1"=40' ZEPHYR COMMONS TYPE
<br />- ..,- I 1 - --- -- N III
<br />N y EMERSON HILL CIRCLE
<br />REMOVED EX. BEND REMOVED EX. BEND ZEPHYR HILLS FL. 33541
<br />& TIE TO EX. 8" & TIE TO EX. 8" I I I
<br />I WATER MAIN 8'x6" TEE WATER MAIN -- - - - - - -
<br />------------------------------------1------------- s'Pvc II•P11C s•PVC---------------�----------------------------I------------------------j-- LANDSOUTH CONSTRUCTION
<br />4233 PABLO PROFESSIONAL COURT
<br />EX. FIRE HYDRANT 18527 JACKSONVILLE, FL. 32224
<br />CAP EX.
<br />WATER MAIN >► ;'6'_ LAI.'N28.268422' - _ -_ _- -_- _-----_.-_---
<br />2„ B O NEW FIRE HYDRANT 't STA77C.- 5 PS279
<br />T W/ GATE VALVE CAP EX. RESIDUAL: 45 PSI
<br />6" WATER SERVICE WATER MAIN FLOW 1,967 GPM O 20 PSI
<br />STEMP. BLOWO F I /
<br />\%---WATER —-------
<br />£X. FIRE HYDRANT 18526 VALVE
<br />LAT., N28.269710' ( EX. WATER MAIN &
<br />LONG W82.187471' APPURTENANCES
<br />STATIC: 55 PSI TO BE ABANDONED
<br />RESIDUAL: 45 PSI IN PLACE (TYP.)
<br />FLOW: 1,652 GPM O 20 PSI
<br />SHEET TITLE,
<br />SITE PLAN
<br />DRAWN BY,
<br />VINNIE COMO
<br />TOTAL A/S,
<br />2,854
<br />DATE,
<br />10/24/2022
<br />AHJ,
<br />PASCO COUNTY
<br />CONTRACT #
<br />109678
<br />CENTER OF TILE JOB? YES NO
<br />CENTER ON FIXTURES JOB? ❑YES JNO
<br />SHEET #
<br />FPSlOCCUPANCY,
<br />■
<br />CONSTRUCTION TYPE,
<br />V-A
<br />R-2
<br />
|