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Home My WebLink About22-5153City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 FIRE-005153-2022 Issue Date: 11/2812022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11�1111 I'll IIIIIIIIIIIIIII 1, 11 IIIIIIIIJI 11111111 11�1111 111111111 111 I'll iiiii��l l�i� III I,:::, T43-r-74-TIM, II IT-ToM F I I accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. - Mul PEfIT OFFICE() -MI-of 91WAMD-.04MM-1111 Y �14111.j-&Mlftif ,If PROTECTION CRITERIA BASED ON 2013 NFPA 13 OCCUPANCY HOSE MAXIMUM SPRINKLER CLASSIFICATION DENSITY ALLOWANCE SPACING DESIGN BASIS (GPM) (SQ FT) COOLERS/FREEZERS (RACK STORAGE) 0.20/ENTIRE AREA 250 130 CLASS 1-III TO 12'-0" ON SINGLE ROW RACK, 11 TABLE 13.2.1 AND FIGURE 13.2.1 PIPE TABLE (WET) PRODUCT NOMINAL PIPE SIZE INSIDE DIAMETER DYNA-FLOW 2" 2.203 DYNA-FLOW 21/2" 2.703 DYNA-FLOW 3" 3.314 DYNA-FLOW 4" 4.310 DYNA-THREAD 1" 1.080 DYNA-THREAD 11/4" 1.408 DYNA-THREAD 11/2" 1.639 DYNA-THREAD 2" 2.104 SCHEDULE 10 1 1/4" 1.442 SCHEDULE 10 1 1/2" 1.682 SCHEDULE 10 2" 2.157 SCHEDULE 10 2 1/2" 2.635 SCHEDULE 10 3" 3.260 SCHEDULE 10 1 4" 4.260 SCHEDULE 10 6" 6.357 SCHEDULE 10 8" 8.249 SCHEDULE 40 1" 1.049 SCHEDULE 40 1 1/4" 1.380 SCHEDULE 40 1 1/2" 1.610 SCHEDULE 40 2" 2.067 PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. SPRINKLER SYMBOL LEGEND SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR SYMBOL DESCRIPTION O 1" TYCO ESFR TY9226 BRASS PENDENT 212 25.2 O HYDRAULIC REFERENCE NODE POINT DEMO VARIES VARIES ------ ------ PENDENT CAP WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED. 7- PLUG 0 RISER NIPPLE/DROP NIPPLE SPRINKLER RISER r INSPECTOR'S TEST/AUXILIARY DRAIN -� FIRE DEPARTMENT CONNECTION \ HANGER \ TRAPEZE HANGER �- NEW CONNECTION NEW SPRINKLER PIPE ----- EXISTING SPRINKLER PIPE - - DEMOLISHED SPRINKLER PIPE PROVIDE ADDITIONAL PER NFPA 13 FOR ANY NEW SPRINKLERS AS REQUIRED IN EXISTING SPRINKLER CABINET SPRINKLERS INSTALLED. �°J l' J �°J SYSTEM IMPAIRMENT REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, VERIFICATION AND PROVISION OF A FIRE WATCH SUBJECT TO THE REQUIREMENTS OF THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS INCURRED AS A RESULT OF THIS PROJECT SHALL BE INCLUDED IN THE PROJECT BID AS A SEPARATE LINE ITEM. COORDINATION AND VERIFICATION AS TO WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. THE GENERAL CONTRACTOR SHALL REQUEST THE STORE MANAGER TO NOTIFY ALARM CENTRAL OF THE SYSTEM(S) BEING SHUT OFF FOR WORK AND THE DURATION OF THE SHUT OFF. 3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE ALARM SYSTEM IS IN TEST. 4. AT THE END OF EACH NIGHTS WORK, THE GENERAL CONTRACTOR SHALL CALL DIRECT TO THE FIRE DEPARTMENT AND ALARM CENTRAL TO ADVISE WORK IS COMPLETE. 5. A FIRE WATCH IN ACCORDANCE WITH SECTION 901.7 OF THE INTERNATIONAL FIRE CODE SHALL BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS IMPAIRED OR OTHERWISE DOWN FOR ALTERATION. ADDITIONAL SPECIFIC REQUIREMENTS MAY BE NECESSARY DEPENDING UPON THE AUTHORITY HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSUMING THE ROLE OF IMPAIRMENT COORDINATOR TO DEVELOP AND MAINTAIN THE FIRE WATCH PLAN. THE PLAN SHALL ENSURE THAT A TRAINED INDIVIDUAL(S), WHOSE SOLE RESPONSIBILITY IS TO PERFORM CONSTANT PATROL AND WATCH FOR THE OCCURRENCE OF FIRE IS ON SITE WHILE ANY SYSTEM IS IMPAIRED. THE FIRE WATCH INDIVIDUAL SHALL HAVE AN APPROVED MEANS OF COMMUNICATION TO REPORT A FIRE TO THE FIRE DEPARTMENT AND/OR THE DESIGNATED CENTRAL STATION, AND DOCUMENT EVIDENCE OF THEIR PATROLS IN WRITING. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT DOWN AT ONE TIME. 6. ANY FIRE DEPARTMENT FEES FOR FAILURE TO FOLLOW PROCEDURES WILL BE AT THE GENERAL CONTRACTORS EXPENSE. 7. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO THE WALMART. ALL EXITS SHALL NOT BE BLOCKED, REDUCED OR OTHERWISE MADE INOPERABLE WHICH ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY MEANS OF EGRESS ARE ALLOWED. 8. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. n9 n10 11 n12 n13 n14 n15 �II �►-� L ic- rr-,-r� -- - R I1Yil cluoLocl 01 `1 oaoo � o o � o a ❑ ....�1 r''rs�f� Q �� T\ �� lip �� rr-r� - - - o T Fl Ll "G Ci _• 99 - nin R� 7 3 2 4'KKKx R� yyyy xw,<K �I 'C :,cccc,00c,,�,c,oc000cco< -cccc 'yqyyy `'d j �yyyyyyyyyyyy :- ,.y> I11 F7 ,Tl� F 0 N FO q� I Ll � I., Ill V-9 ,IIG711 OVERALL FIRE PROTECTION PLAN N 1 1" = 40'-0" 0 20' 40' 60' SCALE: 1 "=40'-0" 3 J D J SCOPE OF WORK 1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. 2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN THE GROCERY STOCKROOM, GENERAL MERCHANDISING STOCKROOM, SALES FLOOR AND SEASONAL SHOP TO MEET THE DISCHARGE PRESSURE, HOSE ALLOWANCE AND MAXIMUM SPRINKLER SPACING AS REFERENCED IN THE PROTECTION CRITERIA LEGEND. 3. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE MODIFIED AS INDICATED ON THE PROJECT CONTRACT DOCUMENTS. THE SCOPE OF WORK MAY INCLUDE THE MODIFICATION OF EXISTING BRANCHLINES, INSTALLATION OF NEW BRANCHLINES, MODIFICATION OF EXISTING RISER(S), THE REMOVAL AND INSTALLATION OF NEW SPRINKLERS, MODIFICATION OF EXISTING MAINS, INSTALLATION OF NEW MAINS, REPLACEMENT OF THE EXISTING BACKFLOW PREVENTOR. 4. ALL NEW PIPING SHALL HAVE HANGERS INSTALLED IN ACCORDANCE TO THE DETAILS LOCATED ON THE FIRE PROTECTION DETAILS SHEET. 5. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE A HANGER SECURED TO THE STRUCTURAL STEEL ONLY, NOT TO THE DECK WHEN THE LENGTH EXCEEDS 2'-0" WHERE STATIC PRESSURES ARE UP TO 100 PSI AND V-0" WHERE STATIC PRESSURES EXCEEDS 100 PSI. 6. WHEN REQUIRED EARTHQUAKE BRACING SHALL BE INSTALLED. REFERENCE EARTHQUAKE BRACING NOTES AND DETAILS LOCATED ON THE FIRE PROTECTION DETAILS SHEET. 7. CEILING GRID SHALL BE PERMITTED TO BE REMOVED IN AREAS WHERE REQUIRED IN ORDER TO COMPLETE THE WORK NEEDED SUCH AS DEMO AND INSTALLATION OF NEW MAINS OR LONG DROPS. IN THIS CASE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CEILING TILE OR GRID DURING THE INSTALLATION. ALL REMOVED CEILING TILES MUST BE REPLACED AT THE END OF BUSINESS DAY. AREAS LEFT EXPOSED SUCH AS BUT NOT LIMITED TO REMOVED CEILING GRID AND CEILING TILES SHALL NOT BE PERMITTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING AND INSTALLING MATCHING CEILING TILES TO REPLACE ANY CEILING TILES THAT HAVE EMPTY HOLES DUE TO SPRINKLER REPLACEMENT. 9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM OVER TO NEW SPRINKLER LOCATION UNLESS HYDRAULICALLY CALCULATED. CONTRACTOR SHALL INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS COMPLETE, THE NEW SPRINKLER SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 13. 10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS NECESSARY DUE TO PAINT, DAMAGE, ETC. CONTRACTOR SHALL COORDINATE. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE FIRE LANES DURING THE SPRINKLER SYSTEM UPGRADE PROCESS. THE CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER A STAGING AREA FOR MATERIALS AND TOOLS TO BE USED FOR PROJECT PRIOR TO START OF WORK. 12. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE SHOP DRAWINGS, HYDRAULIC CALCULATIONS AND APPROVAL (BY THE ENGINEER OF RECORD AND AHJ) AS WELL AS INSTALLATION. 13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT DOCUMENTS, AS OUTLINED IN THE PROJECT SPECIFICATIONS, TO THE FIRE PROTECTION ENGINEER OF RECORD FOR APPROVAL. AFTER THE APPROVAL IS GIVEN, THE CONTRACTOR MUST SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR INSTALLATION PERMIT. 14. THE CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER ON THE AREA TO BE WORKED ON AT LEAST 24 HOURS IN ADVANCE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY CONTENT OR BUILDING COMPONENTS DUE TO CONTRACTOR NEGLIGENCE IN EXECUTION OF THE SCOPE OF WORK SHOWN IN CONTRACT DOCUMENTS. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO REDUCE POTENTIAL DAMAGE TO CONTENTS AND BUILDING DURING EXECUTION OF SCOPE OF WORK. WHERE POTENTIAL FOR DAMAGE TO CONTENTS OR BUILDING COMPONENTS IS CONSIDERED LIKELY DUE TO EXISTING SYSTEM CONDITION OR CONFIGURATIONS, CONTRACTOR SHALL DOCUMENT AND REVIEW CONCERNS WITH WALMART CONSTRUCTION MANAGER PRIOR TO INITIATING AFFECTED WORK. 16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR REPLACE ANY LEAKING COMPONENTS AFFECTED BY THIS SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER. GENERAL NOTES 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY THE AUTHORITY HAVING JURISDICTION AND TO PROVIDE GUIDANCE FOR BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY CONTRACT DOCUMENTS TO THE OWNERS DESIGNATED REVIEWERS. BASE SPRINKLER DESIGN UPON THESE DRAWINGS AND AS REQUIRED BY THE SPECIFICATIONS. SHOP DRAWINGS MUST INCLUDE ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATIONS METHODS, MATERIAL DATA, AND ADDITIONAL INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZE, SPRINKLER SPACING, AND SYSTEM CONFIGURATION AS SHOWN. ALTERNATE MATERIALS MUST BE SENT TO THE FIRE PROTECTION ENGINEER OF RECORD OR VIA THE RFI PROCESS AND MUST BE APPROVED IN RECORD DOCUMENTS PRIOR TO BID. 2. COORDINATE LOCATIONS OF FIRE PROTECTION COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. OBSTRUCTION TO SPRINKLER DISCHARGE MUST BE CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION; ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 4. SUBMIT A REQUEST FOR INFORMATION FOR QUESTIONS REGARDING THE FIRE PROTECTION DOCUMENTS PER RFI PROCESS LOCATED IN THE FIRE PROTECTION SPECIFICATIONS. 5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PENETRATION DETAIL. 6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS REQUIRED BY PROJECT SPECIFICATIONS AND THE AUTHORITY HAVING JURISDICTION. GENERAL PIPING AND DEMOLITION NOTES 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND THE EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR TO PROJECT COMPLETION. 4. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND ADJACENT TENANTS A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN ADVANCE. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. 11. REMOVE ALL SYSTEM REMOTE INSPECTORS TEST CONNECTIONS. 12. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. 13. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE APPROVAL OF FULL SHOP DRAWINGS TO THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: CITY OF ZEPHYRHILLS FIRE DEPARTMENT: BRIAN SWARTOUT, FIRE CHIEF (816) 780-0020 GENERAL NOTES CONT. 7. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S DESIGNATED REVIEW CONSULTANT IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. 9. CONTRACTOR MUST VERIFY ALL DROP DOWN LOCATIONS AT EXTERIOR WALLS WITH THE PROJECT MANAGER PRIOR TO INSTALLATION. 10. ALL PIPING MUST BE COORDINATED AROUND FRAMING MEMBERS AND PROPERLY INSTALLED INSIDE THE BAR JOIST. 11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL OBSTRUCTIONS AND PROVIDE SPRINKLER PROTECTION UNDER OBSTRUCTIONS, AS DETAILED IN NFPA 13 STANDARDS AS PART OF THE FIELD COORDINATION AT NO ADDITIONAL COST TO OWNER. 12. ALL SPRINKLER DEFLECTOR DISTANCE REQUIREMENTS SHALL BE IN ACCORDANCE TO THE STANDARDS OUTLINED IN NFPA 13. 13. CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL NEW SPRINKLER PIPE ADDED TO EXISTING SPRINKLER SYSTEMS THAT IS VISIBLE TO THE PUBLIC. PIPE SHALL BE PAINTED THE SAME COLOR AS THE ADJACENT PIPING IN THAT SPACE. (NOT APPLICABLE IF THE EXISTING SPRINKLER PIPE IS NOT PAINTED). 14. ALL PIPING PASSING THROUGH CMU WALLS SHALL BE INSTALLED WITH ONE INCH CLEARANCE ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). ALL CORES SHALL BE COORDINATED WITH STRUCTURAL REINFORCING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CORING WITH PROPER CLEARANCE AT ALL CMU WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS. THE SPRINKLER CONTRACTOR SHALL FILL ALL CLEARANCES WITH APPROVED MASTIC. 15. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13. 16. PROVIDE ALL NECESSARY OFFSETS, RISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS, 17. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, ETC. 18. ARCHITECTURAL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE CONTRACT DOCUMENTS FOR LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADE WORK. 19. SPRINKLER SPACING SHALL BE PER NFPA 13 UNLESS OTHERWISE NOTED ON PLANS AND/ OR PROTECTION CRITERIA LEGEND. 20. INTERFACE SPRINKLER SYSTEM WITH FIRE PROTECTION SUPERVISORY SYSTEM. 21. ALL MATERIALS SHALL BE UL LISTED OR FM APPROVED. SPRINKLER PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE USED. THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING OF LESS THAN 1.0 SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS. 22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, MODEL NO. PBA248, ELECTRIC BELL BY POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE NEW DOUBLE POLE VANE TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS. MOUNT WATER FLOW INDICATORS NO HIGHER THAN 6 FEET ABOVE FINISH FLOOR. 23. ALL SPRINKLER SYSTEMS THAT ARE TO BE MODIFIED SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 PRIOR TO SPRINKLER SYSTEM MODIFICATION AND SHALL BE RE -HYDROSTATICALLY TESTED AFTER COMPLETION OF WORK. REFERENCE HYDROSTATIC BOX NOTE FOR ADDITIONAL INFORMATION. 24. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE ANY ATTACHMENTS TO THE METAL ROOF DECK OR JOIST BRIDGING. 25. SAMMY SCREWS ARE NOT PERMITTED. 26. CEILING FLANGES ARE NOT PERMITTED. 27. PROVIDE RETAINING STRAPS ON HANGERS WHERE REQUIRED. 28. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER HEAD LOCATIONS AND PIPE ROUTING SUCH THAT THEY DO NOT INTERFERE WITH NOR RECEIVE DAMAGE FROM THE NORMAL OPERATIONS OF THE AREA. 29. WHERE THE DESIGN IS SHOWN TO REPLACE SPRINKLERS, IT IS THE CONTRACTORS RESPONSIBLITY TO VERIFY THE SIZE OF THE EXISTING SPRINKLER FITTING PRIOR TO BID. WHEN THE DESIGN SHOWS TO REPLACE PENDENT SPRINKLERS ON THE SALES FLOOR, THE CONTRACTOR IS RESPONSIBLE FOR REPLACING THE EXISTING REDUCING COUPLING IF THE SPRINKLER OUTLET THREAD IS LARGER THAN WHAT IS CURRENTLY INSTALLED. ADDITIONAL OUTLETS WILL BE REQUIRED WHEN THE DESIGN SHOWS 3/4" UPRIGHT SPRINKLERS AND THE EXISTING INSTALLATION IS 1/2". IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE NECESSARY FITTING(S) WHEN THE NEW SPRINKLER DIFFERS FROM THE EXISTING SPRINKLERS CURRENTLY INSTALLED. 30. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE NECESSARY FITTING(S) WHERE NEW SPRINKLERS DO NOT FIT THE EXISTING OUTLETS. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING THE EXISTING REDUCING COUPLING WITH A NEW 1 X 3/4" REDUCING COUPLING WHICH WILL EQUAL THE SAME AMOUT OF PENDENT SPRINKLERS INDICATED IN THE OWNER FURNISHED SPRINKLER LEGEND. 31. ALL WET SYSTEMS SHALL BE REQUIRED TO HAVE A LISTED RELIEF VALVE NOT LESS THAN 1/2" IN SIZE AND SET TO OPERATE PER NFPA 13. APPLICABLE CODES NFPA STANDARDS EDITION NFPA 13 2013 NFPA 20 2014 REFER TO SHEET Cl FOR APPLICABLE CODES REVIEW DATES ? CITY OF ZEPHYR ILLS FIRE MD LIFE SAFETY EXAMINER, AL!'�Ai4t �'IANDARbS, MINUTES MATTER 0- 50 IMPORTANT OWNER INFORMATION TICS IRAIOG A BASES OI THE 0111Eit'S ASZPTAIIff ff THE CURRENTLY ADOPTED ADOPTED EOETHER STATE OROF ,E LOCAL) PA 0 AS E AFFLICIORE STANDARD FOR THE OSPECMOA TESTES AND NAINTEIIAILE OF WATER SASH FIE PROTEICTIM SYSTEM PER SECTOR 4J. THE ESPORDB3TY FOR PROPERLY HADITADOO A WATER LASED FCE PRffFMTMN SYSTEM SHALL BE THAT OF THE OWNER F THE L1OG OWNER HAS MOT PRUNED A COPY ff THIS PAIFHET AE®/OI IS NOT FAII WEEK THE OPERATION AND MAINTENANCE ff THIS SYMM PLEASE CONTACT THE NEAREST OFFICE ff VAYIE AJTDATIC FIRE SRINIMERS, IC CPVC COMPATIBILITY NOTICE CPVC FOE SPOKED PPOG SYSTEMS HAVE KEN USED SUCCESSFULLY FOR NOTE THAN IN YEARS IN NEW @QIR Cnm RI NO REPAIR CPVC PImUCTS ARE IDEALLY SROIO FOR THEE APPLEATOIS DE 10 TIES MMIMOIC CMKISM R3MOM 11RTESS ILL HOWEVER. CPVC CAN SE MAN® SY CONTACT WON OE1DfALS FOND IN SOE C961RLTID1 MATERIALS (W MORE WM FL.UF. PETIfQE1N DATED MIDUCTS ETC,' NO AE'R. ARY PRODUCTS M AS THEM SALAM LEAN )ETELTom FOESTffS MILD pOTOS AN OEAPERS. ETC ANY PRODUCT THAT CUES IN CXY T VON CPVC SPRONLER PE'E HEIST E EVAEATE6 FOR A LIST OF mPATOLE PRODUCTS, KOK REVEV NTP//PART&SPEARDF&CORMPLAW I COPYRIGHT r ALL O)CIMF TA, INCLJODG ORIGINAL OI SPECOTC MM FULD MOOS ESTIMATES NO DATA OICLUDOO COPUTER PRCENAMIS PLPSYWT TO THIS PRILECT AM NO WRL ROAD/ THE PROPERTY W VAYIE A TD ATIC FOE SPIIDEC.ER; DI (VATS) AS ORTRSETITS IF SERVICE THEY ARE MOT WENDED, MR REPRESENTED TO E SUITABLE FOR RI BY THE CUM OR OffER; 01 EKTENSID1 OF THIS PRO.EL'! OR FOR ANY OTHER PROJECT. AN/ REUSE, OR AOAPTATIIlN OF NE MIAM EO/ CORAOED HERM WITHOUT SPECFIC WRITTEN POMOSSIIR FROM WAFS WOL E AT THE CLOM SLE RISK VETFM LIABILITY. OR LEGAL WDSUE TO VATS, AND WILL ENTITLE WAFS TO FURTHER COPOLSAT= AT RATES m E AGREED W ETWEEN VATS AND THE CLEAT. THE CLMNT HALL ALSO DOOROFY AIG HOLD VATS HARNESS FROM ANY AND ALL CLAUM DANAGM LD3ES NO EXPENSES VELUM ATTUREYS FEES RESULTOG FROM MY SUM 11IOM034III4. GRAPHICS ELEMENTS NOTE I'M SPROIO.ER CM47RLCTMN DRAVDE,T NO SHED ➢RAVINGS MAY DELUDE DALMMIRC) ORAVOGS Ut GRAPHOCS DOMWED FROM THE ARCFOTECTUW., C1V)L STRUCTURAL OR MEP DRAWDOS. THESE REFEROICE SAO ISROUM E1.10 S ARE FOR SAL WESSATIMN OR CO(TOR OLY AND THE FIE SPRDEO.FR E GEEEiR DES NOT ACCEPT ANY RESPOKOEITY FOR THESE ELENEK 3. THE FOE SPRO/D.ER ENGOET7R O OLY RESPO4OLE FOR TIDE POtTDM UP THE FIRE SHTOELER DRAWOGS DEPMTR! FOE SPRIMLER SCUM OF WON. REFER TO APPROVED AROQOLTO(A, STRUCTURAL NEP OR CIVIL DRAI FOR AUTOOTATIVE DFF II15 IF SACIORI )NFORATION THAT MAY E UTL® IN FOE SPRO LER 1RAWDGS OR DUALS WATER SUPPLY INFORMATION ACTUAL DROUGHT OR EXTRAPOLATED (AS REQ'D BY AHJ) FIRE PUMP SIZE, GPM 2 PSI STATIC PRESSURE HYDRANT ELEV. RESIDUAL PRESSURE DATE OF TEST FLOW IN GPM TIME OF TEST PITOT READING NUMBER OF PORTS FLOWED TEST PROVIDED BY HYDRANT LOCATION OR NUMBER DESIGN CRITERIA SYSTEM / DEAREASIGN HAZARD CLASS # OF SPRINKLERS IN DESIGN AREA MINIMUM DENSITY DESIGN AREA S,F, PSI REQT IF BASR GPM REQ'D 2 BASR PSI REQ'D a TEST GPM REQ'D 8 TEST ELEVATION 2 HIGHEST SPRINKLER HOSE INSIDE/OUTSIDE DOMESTIC DEMAND SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS r- QUANTITY -) SPRINKLERS SYMB, I IST I 2ND I 3RD I 4TH I SIN I SIZE I K I TE14PT MODEL TOTAL PER FLOOR TOTAL THIS SHEET DATE I SUBMITTAIS BY XX I XX RBE NO. DATE REVISIONS BY -- -- WAYNE Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOE E F NWA 34761 PHONE (407) 3030 FAX (407) 856-6026 JACKDONvwE. R. hfJ TAWA. FL 0W14MD BEAM FL n3M OSTFIRMON AVE WEST 322E CHERRY PALM CIR E 1500 S. POWERL E FIX SUTE A JACKSONVLLE, FL SE256- 946 TAAPA FL 33819-9337 DEERFELD BEACH( FL 33442 PHIOE: WN) 2158-3030 PHONE (00) 830-IXi03 PH(M (954) OV-3030 FAX (904) 268-0724 FAX (813) 630-0312 FAX (964) 917-9424 FT. MYEM R. CONCOm NC RAIEDH NC 4693 LAFEDO AVE 4370 MOTOHSPORT DRIVE 6806 TRIANGLE CRIYE Ff. MYHS. FL 33906-4924 CONL'ORD. NC 29027-8877 R,gLgRNC 270T/ PHONE (23M) 433-3030 PHONE: (704) 782-3032 PFpTE (919) 723-2348 FAX UM) 433-3283 FAX 004) 795-8838 STATE LICEt45E& INC SPREiO.Hi 28745 NC ALAFM! 29MI SP-LV SC SPF*KLE t HIS SC ALApk 3386 Alm WALMART #706-607 7631 GALL BOULEVARD ZEPHYRHILLS, FL 33541 KALOS SERVICES '- PO BOX 121250 CLERMONT, FL 34712 SHEET TITLE, OVERALL FIRE SPRINKLER PLAN DRAWN BY, MIKE CROSSLEY TOTAL A/SAP 3 DATE) OCTOBER 2022 AHJ, CITY OF ZEPHYRHILLS CONTRACT # 110690 CENTER OF TILE JOB? []YES NO CENTER ON FIXTURES JOB? Q YES NO SHEET # CONSTRUCTION TYPE, FP1II-B OCCUPANcrI M 14", 11-1 iffy 6IN'TI �, lo", I ,. I I nL. 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