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* DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2O07 EDITION OF NFPA 24 AND
<br />ALL APPLICABLE LOCAL AND STATE CODES
<br />* ALL PLASTIC PPE SHALL BE AWWA C-900 N ACCORDANCE WITH NFPA 24 TABLE 1011.
<br />* C-900 PPE I WHERE THE PRESSURE CAN EXCEED 150 PSI (FIRE PUMPS, HIGH STATIC
<br />PRESSURES OR THE PRESEPCE OF AN FDC DIRECTLY CONNECTED TO THE UNDERGROUND)
<br />SHALL BE PRESSURE CLASS 200 01111-14.
<br />* C-900 PPE USED WHERE THE WORKING PRESSURE WILL NEVER EX C® 150 PSI SHALL
<br />BE PRESSURE CLASS 150 O R-tB.
<br />* ALL STEEL PPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED IN
<br />ACCORDANCE WITH ASTMM A795 OR ASTMM A-53. STEEL PPE IS ONLY TO BE USED FOR
<br />THE FOC PER NFPA 24 10.1.3.
<br />* ALL DUCTILE IRON PPE SHALL BE PRESSURE CLASS 350 MANUFACTURED N
<br />ACCORDANCE WITH AWWA STANDARDS AS ALLOWED BY NFPA 24 TABLE 1011,
<br />• ALL FITTINGS SHALL BE MECHANICAL JOINT OR FLANGED N ACCORDANCE WITH AWWA
<br />STANDARDS AS ALLOWED PER NFPA 24 TABLE 10.1.1.
<br />* ALL TEES, PLUGS. CAPS, BENDS, FPS, VALVES AND HYDRANT BRANCHES SHALL BE
<br />RESTRAINED AGAINST MOVEMENT BY USING MEGALUGS AND BELL JOINT RESTRANTS.
<br />THRUST BLOCKS WLL NOT BE USED ON NEW INSTALLATIONS.
<br />* WAFS TO PROVIDE CPVC COMPAT19LE AGAVE 14 GAUGE TRACING WIRE ON ALL
<br />UNDERGROUND PIPING.
<br />* UNDERGROUND MANS AND LEAD-INS SHALL BE FLUSHED PER FLOW RATES N NFPA 24
<br />PRIOR To CONNECTING TO OVERHEAD PIPING.
<br />'2 FOR CONT. * ALL PIPING SHALL BE BURIED A MPBMAUM OF 30 INCHES BELOW GRADE TO THE TOP OF
<br />THE PPE.
<br />* ALL PIPING UNDER ROADWAYS SHALL BE BURIED A MNNGIN.IM OF 36 INCHES BELOW
<br />GRADE TO THE TOP OF THE PPE
<br />* ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO
<br />COVERF&
<br />* ALL PIPING SHALL BE TESTED AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE SYSTEM
<br />WORKING PRESSI.IE WHK36VM IS (TREATER.
<br />* ALL WIRING AND M0I`NMT0R1IN3 OF DEVICES IS BY OTHERS.
<br />* ALL PANTING OF PIPE AS REQUIRED G BY OTHERS.
<br />* FIRE DEPARTMENT C"IECTDNS SHALL BE LOCATED NOT LESS THAN *r AND NOT
<br />MORE THAN 4T ABOVE THE LEVEL OF THE ADJACENT GRADE
<br />* FIE DE PMTMENT CONNECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD.
<br />* WAFS TO PROVIDE ALL NECESSARY SGNAGE INCLUDING BUT NOT LIMITED TO VALVES,
<br />HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633.
<br />* SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATIC'S PONT OF
<br />CONNECTION.
<br />* PER FLORIDA STATUTE 633.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO
<br />T-O' AFF SHALL BE INSTALLED BY A CLASS L 1 OR V LICENSED CONTRACTOR
<br />* ALL FERROUS PPE A .NO FITTINGS SHALL BE EXTERNALLY WRAPPED AND COATED WITH
<br />A BITUMINOUS COATING.
<br />* CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED
<br />BY LOCAL AUTHORITY.
<br />` NFPA 24 200I�D GENERAL L943ERGRGENERAL NOTES
<br />SCALE: NONE
<br />MAIrlb M _MDie� ild
<br />MANUFACTURER LIST 0
<br />C>x
<br />00497N
<br />KIT NUT, BOLT GAS
<br />Ot FPPI 0 6" X 11" PVC
<br />FT. WORTH GASKET BLIND FLANGE
<br />MERIT 0 6" UNIFLANGE
<br />O2 SPEARS 1— FOR DIP
<br />�-4 TYLER/UNION 1'-0FILL W/ FOAM
<br />STAR OR MAS11C
<br />SIGMA GRADE - :
<br />5-6 EBBA IRON
<br />SIGMA
<br />10 MCWIANE 30' MIN. 8" MIN. SLEEVE
<br />US PIPE
<br />12' MIN, ..,• ,•:, ..� 0 6" C-350 DIP
<br />4 'ir
<br />O 6" MEGALUG FOR
<br />SE
<br />C-900 PVC DIP W/ ACC. KIT
<br />FROM LAN FOR TYPE 0 6" 90• MJ X MJ ELL
<br />SUPPLY
<br />NEW RISER DETAIL- 1DETAIL-#3NEW 4 RISER DETAIL 2
<br />NEW 4 RISER
<br />6" CAP FOR
<br />FUTURE ROSS RISER
<br />MANUFACTURER LIST
<br />O AMES 5 6 TYLER/UNION O POTTER
<br />STAR SYSTEM SENSOR
<br />2 3 SMITH COOPER SIGMA to MCWME
<br />4 ANVIL
<br />PAC a EBBA IRON US PIPE
<br />SIGMA
<br />STAR
<br />6" DOUBLE CHECK DETECTOR BACKFLOW
<br />PREVENTER W/ OS&Y
<br />(SEE MANUF. DATA SHEET FOR FRICTION LOSS
<br />INFORMATION)
<br />6" 9T
<br />FLANGED ELL 0
<br />6" UNl-FLANGE
<br />FOR DIP 0
<br />30' MIN.
<br />FROM C-900 PVC
<br />SUPPLY
<br />GRADE
<br />M 48�8� ila
<br />6" NUT, BOLT do
<br />tt GASKET KIT
<br />to 6" C-350 DIP
<br />O6" MEGALUG
<br />O FOR DIP
<br />06" 90' MJ ELL
<br />0 6" MEGALUG
<br />FOR PVC
<br />TO BULK PIPING FOR
<br />ADJACENT TENANTS
<br />6" AMES 2000SS
<br />BLE CHECK VALVE
<br />ABLY
<br />tt FPPI
<br />FT. WORTH GASKET
<br />MERIT
<br />TAMPER
<br />0 SWITCH (X2)*
<br />3 6" FLANGED TEE
<br />6" X 11" BAND
<br />O FLANGE
<br />6" NUT, BOLT do
<br />G GASKET KIT
<br />6" UNI-FLANGE
<br />FOR DIP
<br />MIN. Y4" CONDUIT FOR
<br />TAMPER SWITCH WIRING*
<br />C-900 PVC SYTO
<br />STEM
<br />• NOTE: TAMPER SWTTCH
<br />WIRING AND CONDUIT
<br />PLACEMENT TO BE PERFORMED
<br />EIY OTHERS
<br />r BACIFLOW PREVE NTH W/ OSSY — AMES 3000sS
<br />SCALE: 1/2' = 1'
<br />III
<br />'2 FOR CONT.
<br />TOP BEAM CLAMP
<br />-" FOR Y4' TO 4" PIPE
<br />Y" FOR 5" TO 8" PIPE
<br />DESIGNER
<br />REFERENCE
<br />OETAL VM J'
<br />ALL THREAD ROD
<br />ke" FOR Y TO 4" PIPE
<br />V" rnn c" Tn o• nmr
<br />LUldU9UI (INCLUDED W/
<br />CLAMP)
<br />RING HANGER FOR
<br />HANGER RING
<br />(SIZED TO PIPE)
<br />M >48ilE�eN Ma
<br />HANGER SM
<br />TO Ir PPE ®AR JOIST)
<br />SCALE: NONE
<br />0019ON
<br />Please be advised this review of plans submitted is a
<br />=MY review to assist the contractor in compoanm wm
<br />applicable fine safety codes. This review is not intended
<br />to be a final approval of tj�e submitted plans. It Is the
<br />contractor's sole responsibility to ensure that the plans are in
<br />complete Compliance with all applicable NFPA codes and
<br />local ordinances. In the event that further examination or
<br />site inspection reveals areas of non-compliance, it shall be
<br />the contractor's sole responsibility, at their sole expen" to
<br />bring those areas in compliance. The City assumeg n®
<br />responsibility for ft contractor's failure to be in eamphWIce
<br />with all appili0le NFPA Codes and local ordinanM,
<br />PIS' is submitted is a
<br />Cu: „ )r in compliance with
<br />VV is not intended
<br />i �_u ;Mans. It is the
<br />C, f, plans are in
<br />' des and
<br />A H f
<br />i r r IC'1 or
<br />all be
<br />tl nse to
<br />;umes no
<br />re :ompliance
<br />inances.
<br />3iiJIli1VII'rTEb I'LAN46j 9AVL JL t.,..
<br />3Y Z PHYRHILL�EIRE D¢ARI IAI `
<br />Date:--
<br />* DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2O07 EDITION OF NFPA 13.
<br />* DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH ALL APPLICABLE LOCAL AND
<br />STATE CODES.
<br />* ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE N ACCORDANCE WITH APPLICABLE
<br />CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL
<br />(100593NO.
<br />• ALL HANGERS AND ANY RECII BRACING SHALL BE DESIGNED AND INSTALLED N
<br />ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND TFH9R LISTING.
<br />• ALL PENETRATIONS THROUGH RATED BULDNG ASSE MI6LES SHALL BE SEALED WITH FIRE
<br />CAULK N ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HLTI FPS ONE OR
<br />STI LCL
<br />*ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO
<br />COVERING WITH DRYWALL COPES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED
<br />TO THE PROPER RECIPIENTS.
<br />* ALL SYSTEM SHALL BE TESTED FOR 2 HOURS AT 50 IS OVER STATIC.
<br />* ALL SOFFITS REQUIRED TO CONCEAL SPRNKLER PIPING ARE BY OTHERS.
<br />• ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) 6 EXISTING.
<br />• CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS EXISTING.
<br />* ALL PAINTING OF PPE AS REQUIRED IS BY OTHERS.
<br />* ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM LS BY OTHERS.
<br />* HEATNG OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DES OR GREATER IS BY
<br />OTHERS.
<br />• FIRE DEPARTMENT CONNECTION B EXISTING.
<br />• QUICK RESPONSE SPRINKLERS SHALL BE USED N ALL LIGHT HAZARD AREAS.
<br />M BlBiMm laa
<br />NSA 13 2007 GENERAL NOTES
<br />SCALE: NONE
<br />6" MEGALUG FOR PVC
<br />W/ ACC. KIT
<br />LEAD—IN W/ 6" OP — STEM WALL
<br />SCALE: 1" = 2'
<br />Fire of *a 00038L
<br />MECHANICAL JOINT
<br />90' ELL
<br />MEGALUG
<br />_ TYPICAL MECHANICAL JOINT 000 BEND
<br />SCALE: 1" = 2'
<br />00162N
<br />MECHANICAL JOINT
<br />STRAIGHT TEE
<br />MEGALUG
<br />TYPICAL MMANICAL JOINT
<br />STRAION'T TO
<br />SCALE: 1 • = 2'
<br />w" 1111111B* 11M Ina 00166N
<br />bl 0
<br />6tqff
<br />qA
<br />c
<br />ALL MATERIAL APPLICABLE TO THIS PROJECT WILL
<br />BE INDICATED WITH A (d )
<br />ALL 1Y4' TO 4' GROOVED BLACK STEEL PPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED
<br />N ACCORDANCE WITH ASTM A795 ACCEPTABLE BRANDS ARE BULL MOOSE'®DYFLOW, WHEATLAND
<br />'MEGA -FLOW. ALL® •OYNA-R_OW AND WELDED TUBE-BERKELEY 'STEADY -FLOW . ALL PPE SHALL BE
<br />CPVC COMPATIBLE
<br />ALL GROOVED STEEL PPE 5' AND LARGER SHALL BE UL, LWM/FM APPROVED SCHEDULE 10 AND
<br />MANUFACTURED N ACCORDANCE WITH ASTM A-135.
<br />ALL STEEL PPE SHALL HAVE A CORROSION RESISTANCE RATIO (CM OF NOT LESS THAN to PER
<br />WAFS STANDARDS.
<br />ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED N ACCORDANCE
<br />WITH ANSI BISA
<br />GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED N ACCORDANCE WITH
<br />ASTM A-536 FOR DUCTILE RON OR ASTM A-47 FOR MALLEABLE IRON.
<br />A3FLL GROOVED STD PPE SHALL BE ROLL GROOVED PER PPEwMAANLIFACTUFEi FIE{ UIVEME NITS.
<br />\ PIPE AAND PRI TIT NM13MS GENERAL NOTES
<br />AWLSCALE: NONE
<br />M ftHddN% ire,
<br />00859N
<br />IMPORTANT OWNER INFORMATION
<br />THIS DRAWING IS USED ON THE OVNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF MFPA 25 AS
<br />THE APPLICABLE STANDARD FOR THE INSPECTION. TESTING AND MAINTENANCE O• WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 4,L
<br />THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SMALL BE THAT OF THE OWNER. IF THE
<br />IG BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AMD/DR IS T 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 2D YEARS IN NEW CONSTRUCTION RE -PIPE AND
<br />REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE.
<br />OCCASIOALLY, HOWEVER CPVC CAN DE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SORE CONSTRUCTION MATERIALS OE, SOME WIRES
<br />FLUX, PETROLEUM BASED PRODUCTS ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEA( DETECTORS, FTRESTMPS, ETC, ANY
<br />PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY
<br />PROGRAM AS FOUND AT VVV.SYSTEMCOPATILE.CON
<br />COPYRIGHT
<br />ALL DOCUMENTS, INCLUDING ORIGINAL ➢RAVINGS, SPECIFICATIONS, FIELD NOTES, ESTDATES AND DATA, INCLUDING COMPUTER
<br />PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY IF WAYNE AUTOATIC FIRE SPRINKLERS, INC.
<br />(VAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENI
<br />OR OTHERS, ON EXTENSION (IF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION
<br />CONTAINED HIEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT
<br />LIABILITY, DR LEGAL EXPOSURE TO VAFS, AND WILL ENTITLE VAFS TO FARTHER COMPENSATION AT RATES TO BE AGREED IN
<br />BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY 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 BACKGRDUND 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 APPROVE➢ 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 />TER SUPPLY INFORMATION
<br />ACTUAL
<br />DRUUGHI UK
<br />(AS REU Q'D 1Y AIU)
<br />FIRE PUMP
<br />SHE: GPM 0 PSI
<br />ESSURE
<br />HYDRANT �/•
<br />PRESSURE
<br />L:ORNB
<br />DATE OF TEST
<br />PM
<br />TIME OF TEST
<br />ING
<br />NUMBER OF PORTS FLOWED
<br />IDED BY
<br />OGR
<br />1
<br />SPRINKLERS SPACING
<br />SYMBOL MMMUM MINIMUM COMMENTS
<br />QUANmY 1 SPRINKLERS
<br />EMB. 151 AND 310 4TH SIN SIZE K TEMP MDDEL
<br />�+e! EXISTING IL" SSP
<br />TOTAL PER FLOOR
<br />TOTAL THIS SHEET
<br />DATE
<br />SPRINKLERS SPACING
<br />SYMBOL MMMUM MINIMUM COMMENTS
<br />QUANmY 1 SPRINKLERS
<br />EMB. 151 AND 310 4TH SIN SIZE K TEMP MDDEL
<br />�+e! EXISTING IL" SSP
<br />TOTAL PER FLOOR
<br />TOTAL THIS SHEET
<br />DATE
<br />SUBMITTALS
<br />BY
<br />8-15-12
<br />Q A REVIEW
<br />B.D.
<br />DATE
<br />REVISIONS
<br />BY
<br />4-15-14
<br />NEW UNDERGROUND PIPING AND RISERS
<br />FOR TENANT SPACES ADJACENT TO THE NEW
<br />ROSS STORE
<br />S.D.W.
<br />rn
<br />A
<br />WA)ME
<br />YNI
<br />Automatic Fire Sprinklers, Inc.
<br />MAIN OFFICE
<br />- ORLANDO. FLORIDA
<br />222 CAPITOL coL RT OCOEE, FLORIDA 347M
<br />PHONE (40711
<br />3030 FAX MM 656-SORES
<br />JACMCSONVLLE FL
<br />TAIIMPA . FL
<br />PO1 PAND BEAC K R.
<br />IM OISTMUMN AVE WMT
<br />WN CHt N PALM MWE
<br />30 NMI Will TBRAM
<br />JACKSqM,LE FL 322S8-V45
<br />TAWA. FL 33MR-M
<br />PWAW MAM FL MM+-WM
<br />PMM 6K)4) 2BB-3=
<br />PHIME WO 630-OM3
<br />PMME Will 917-3030
<br />FAX WO 28B-07E4
<br />FAX MM 630-M
<br />FAX MR) 9117-9424
<br />FT. MYERS, FL
<br />CON WFA NC
<br />STATE LCENserz
<br />4693 LAF1310 AVE
<br />4370 MaTINIfiPO)IT DIVE
<br />NC SPF&Ja- ! 29746
<br />FT. WYM FL 3 905-4M
<br />CM CM NC 280 -W1
<br />NC ALAM 29222 SP LV
<br />PHONE Will 433-3030
<br />PHM M) 76F!-31W
<br />SC SPF■ia.B4 MS
<br />FAX MW 433-3M
<br />FAX- MQ Mr-SM
<br />SC ALAM 3M
<br />TOWNVIEW SQUARE
<br />ZEPHYRHILLS FLORIDA
<br />� GERARDI CONSTRUCTION
<br />1604 N.19TH ST
<br />TAMPA, FL 33605
<br />SHEET TLE:
<br />FIRE SPRINKLER PLAN
<br />DRAWN BY:
<br />SEAN WATSON
<br />TOTAL A/S:
<br />DATE:
<br />4/15/14
<br />AW:
<br />CITY OF ZEPHYRHILLS
<br />coNir:Acr #
<br />5989 & 5990
<br />CENTER OF TILE JOB? ❑ YE5 NO
<br />CENTER ON FWURM JOB? YES &gNO
<br />SHEER #
<br />FP1 11
<br />CONSrRUCINON TYPE
<br />III-B
<br />OCCUPANCY:
<br />MERCANTILE
<br />-ar:....t, a �:MM$m.N p.r T::..., ... i ,... r{ '1' f:41 M1-m +M.':j. t. "'li�•�'�''^ ..�..*��
<br />
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