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HomeMy WebLinkAbout3795 Correia DrI E E C 0 r7 0 N 0 N N N a a a s c L d 01 L� I 0 L N 3 9 F.A.C. CHAPTER 61 G15-32 REQUIREMENTS - FIRE SPRINKLER 7 THE FOLLOWING IS AN OUTLINE OF THE MINIMUM DESIGN PARAMETERS ASSOCIATED WITH THE DESIGN OF THE WATER -BASED FIRE PROTECTION SYSTEM ON THIS PROJECT. THE OUTLINE OF THESE PARAMETERS FOLLOWS THE MINIMUM REQUIREMENTS AS PROVIDED IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61G15-32. 61 G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS 32.003(1) THIS FIRE PROTECTION ENGINEERING DOCUMENT PROVIDES THE ENGINEERING REQUIREMENTS TO BE USED IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS FOR THE FOLLOWING SYSTEMS: a. WET -PIPE FIRE SPRINKLER SYSTEM INSTALLATION. 32.003(2) THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN NFPA 13, 2016 EDITION, CHAPTERS 10 AND 25. THE APPROPRIATE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S) SHALL BE COMPLETED AND SIGNED: NFPA 13, 2016 EDITION, SECTION 25.1(3) & FIGURE 25.1, "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING" NFPA 13, 2016 EDITION, SECTION 10.10.1(3) & FIGURE 10.10.1, "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SEE THE REQUIREMENTS LABELED "FIRE SPRINKLER SYSTEM TESTING REQUIREMENTS" ON THIS SHEET FOR ADDITIONAL DETAILS CONCERTING HYDROSTATIC PRESSURE TESTS. 32.003(3) SEE 32.004(2)(C) AND 32.004(2)(D) FOR OCCUPANCY DESIGN CRITERIA. 32.003(4) SEE 32.004(2)(B) FOR APPLICABLE STANDARDS. 32.003(5) THE FIRE PROTECTION SYSTEM FOR THIS PROJECT MAY CONTRIBUTE 3 POUNDS PER SQUARE FOOT TO THE DEAD LOAD OF THIS BUILDING'S STRUCTURAL SUPPORT SYSTEM. IT IS THE CONTENTION OF THE ENGINEER OF RECORD FOR THE FIRE PROTECTION SYSTEM THAT THE BUILDING WILL ADEQUATELY SUPPORT THE FIRE PROTECTION SYSTEM. THIS HAS BEEN CONFIRMED WITH THE STRUCTURAL ENGINEER. 61 G15-32.004 DESIGN OF WATER -BASED FIRE PROTECTION SYSTEMS. 32.004(4)(A) THE POINT -OF -SERVICE FOR THIS BUILDING'S FIRE PROTECTION WATER SUPPLY, AS DEFINED BY 633.021(18) F.S., IS EXISTING AND SHALL REMAIN AS -IS. SEE THE SITE UTILITY PLANS FOR WATER SUPPLY CONFIGURATION. 32.004(4)(B) THE APPLICABLE STANDARDS TO BE APPLIED IN THE DESIGN OF THIS PROJECT ARE: FLORIDA BUILDING CODE (2020) FLORIDA FIRE PREVENTION CODE (2020) NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2016 EDITION) NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (2016 EDITION) 32.004(4)(C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA: LIGHT HAZARD OCCUPANCIES: BREAKROOM, OFFICE, RECORD STORAGE, RESTROOMS ORDINARY HAZARD OCCUPANCIES (GROUP 1): CLOSET MISCELLANEOUS STORAGE (RACK STORAGE UP TO CLASS IV COMMODITIES): WAREHOUSE AREAS 32.004(4)(D) DESIGN APPROACH FOR EACH SEPARATE HAZARD OCCUPANCY, OR SYSTEM, AS PER NFPA 13, 2016 ED: LIGHT HAZARD OCCUPANCIES: WET PIPE SYSTEM, 0.10 GPM/FT2, 155'F, 225 FT2 MAX SPACING - FOR STANDARD COVERAGE HEADS ONLY. EXTENDED COVERAGE HEADS SHALL BE PERMITTED WHEN VERIFIED WITH THE HYDRAULIC CALCULATIONS, AND WHEN THE HEAD UL LISTING IS APPLICABLE TO THE TYPE OF CONSTRUCTION. THE BASE DESIGN AREA FOR THIS HAZARD IS 1,500 SQ.FT., HOWEVER, A REDUCTION IN THE DESIGN AREA, IN ACCORDANCE WITH NFPA 13, SECTION 11.2.3.2.3. SHALL BE PERMITTED. ORDINARY HAZARD OCCUPANCIES (GROUP 1)w WET PIPE SYSTEM, 0.15 GPM/FT2, 155'F, 130 F172 MAX SPACING - FOR STANDARD COVERAGE HEADS ONLY. INTERMEDIATE TEMPERATURE HEADS SHALL BE USED IN UNCONDITIONED SPACE OR WHEN SPRINKLERS ARE INSTALLED WITHIN 12" OF A METAL ROOF DECK. THE BASE DESIGN AREA FOR THIS HAZARD IS 1,500 SQ.FT., HOWEVER, A REDUCTION IN THE DESIGN AREA, IN ACCORDANCE WITH NFPA 13, SECTION 11.2.3.2.3. SHALL BE PERMITTED. MISCELLANEOUS STORAGE: WET PIPE SYSTEM, 0.30 GPM/FT2, 155F, 100 FT2 MAX SPACING. MINIMUM DESIGN AREA SHALL BE 2,500 SQ,FT. THE PROTECTION CRITERIA SPECIFIED ALLOWS FOR MISCELLANEOUS STORAGE OF CLASS IV COMMODITIES UP TO 12'-0' ON RACKS, PER NFPA 13 TABLE 13.2.1. A 500 GPM HOSE ALLOWANCE SHALL BE INCLUDED IN THE HYDRAULIC CALCULATIONS. A REDUCTION OF THE DESIGN AREA OF 25%, BUT NOT LESS THAN 2000 SQ.FT. IS PERMITTED WITH THE USE OF HIGH TEMPERATURE SPRINKLERS, IN ACCORDANCE WITH NPFA 13, SECTION 11.2.3.2.6. 32.004(4)(E)(F)SEE THE FIRE PROTECTION SITE PLAN SHOWN ON SHEET FP-1 FOR WATER SUPPLY SPECIFICS. THIS SITE PLAN IS TO BE USED FOR HYDRAULIC REFERENCE ONLY. 32.004(4)(G) VALVES AND ALARMS SPECIFIC TO THE FIRE PROTECTION SYSTEM USED ON THIS PROJECT SHALL BE U.L. LISTED & FM APPROVED FOR FIRE PROTECTION SERVICE. ALL VALVES CONTROLLING CONNECTIONS TO WATER SUPPLIES AND TO SUPPLY PIPES TO SPRINKLERS, INCLUDING BACKFLOW PREVENTION ASSEMBLIES, SHALL BE LISTED INDICATING VALVES AND PROVIDED WITH TAMPER AND/OR FLOW SWITCHES WITH CONNECTIONS TO LOCAL AUDIBLE ALARMS AND OFF SITE MONITORING. 32.004(4)(H) IN ACCORDANCE WITH DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND FIRE MARSHAL, AND FAMILIARITY WITH CONDITIONS IN THE AREA, MICROBIAL INDUCED CORROSION (MIC) IS NOT KNOWN TO BE PRESENT IN THE WATER SUPPLY. 32.004(4)(1) BACKFLOW PREVENTION REQUIREMENTS (AS APPLICABLE), INCLUDING ANTICIPATED PRESSURE LOSS, ARE INDICATED ON THE FIRE PROTECTION SITE PLAN. 32.004(4)(J) ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE U.L. LISTED & FM APPROVED FOR FIRE PROTECTION SERVICE AND/OR STATED PURPOSE. 32.004(4)(K) THE LOCAL MUNICIPAL WATER SUPPLY CAPABILITY HAS BEEN REVIEWED BY THE ENGINEER. IT HAS BEEN DETERMINED A FIRE PUMP WILL NOT BE REQUIRED ON THIS PROJECT. 32.004(4)(L) THE LOCAL MUNICIPAL WATER SUPPLY CAPABILITY HAS BEEN REVIEWED BY THE ENGINEER. IT HAS BEEN DETERMINED A FIRE WATER STORAGE TANK WILL NOT BE REQUIRED ON THIS PROJECT. 32.004(4)(M) THE PROJECT HAS AREAS OF RACK STORAGE OF CLASS IV COMMODITIES UP TO 12'-0". SEE THE DESIGN CRITERIA ABOVE FOR RACK STORAGE PROTECTION CRITERIA AND REQUIREMENTS. MATERIAL SPECIFICATIONS AND REQUIREMENTS MATERIALS MAY BE FOREIGN OR DOMESTIC PRODUCTS MEETING THE REQUIREMENTS OF NFPA 13. THE FOLLOWING PIPE AND MATERIAL REQUIREMENTS APPLY FOR WET -PIPE SYSTEMS ON THIS PROJECT: I. FIRE SPRINKLER PIPING REQUIREMENTS: A. ALL INTERIOR GROOVED/WELDED PIPING 1'%" AND LARGER SHALL BE A MINIMUM OF SCHEDULE 10 BLACK STEEL. S. ALL INTERIOR THREADED PIPING SHALL BE A MINIMUM OF SCHEDULE 40 BLACK STEEL. C. ALL EXTERIOR PIPING (INCLUDING NIPPLES OR SPOOL PIECES EXTENDING THROUGH EXTERIOR WALLS) SHALL BE GALVANIZED SCHEDULE 40. II. FITTING REQUIREMENTS: A. ALL INTERIOR GROOVED FITTINGS SHALL COME WITH THE FACTORY APPLIED PAINTED COATING AND SHALL BE UL/FM APPROVED FOR FIRE PROTECTION SERVICE. B. ALL INTERIOR THREADED FITTINGS SHALL BE CAST IRON, DUCTILE IRON, OR MALLEABLE IRON. C. ALL EXTERIOR FITTINGS SHALL BE GALVANIZED. III. DEVICES: A. AT A MINIMUM DEVICES USED FOR FIRE PROTECTION SERVICE ON THIS PROJECT SHALL BE UL LISTED. THIS INCLUDES FIRE SPRINKLER HEADS, VALVES, FLOW SWITCHES, ELECTRIC BELLS, TAMPER SWITCHES, CHECK VALVES, ETC. B. SPRINKLER HEADS SHOWN ON THIS SHEET OR IN THIS PLAN SET SHALL BE THE BASIS OF THE DESIGN. EQUAL HEADS BY OTHER MANUFACTURERS WILL BE EVALUATED AND APPROVED IF FUNCTIONALLY EQUIVALENT. FIRE SPRINKLER SPECIFICATIONS AND GENERAL NOTES 1. GENERAL PROJECT SCOPE: THIS PROJECT CONCERNS THE INSTALLATION OF A NEW WET -PIPE FIRE SPRINKLER SYSTEM TO PROTECT AN OFFICE/WAREHOUSE BUILDING. ONE RISER SHALL BE INSTALLED. THE AREAS PROTECTED PER RISER ARE: WAREHOUSE: APPROXIMATELY 9,318 SO. FT. OFFICE: APPROXIMATELY 1.328 SO. Fr. TOTAL: APPROXIMATELY 10,646 SQ.FT. 2. DESIGN PARAMETERS: A. SEE THE 61G15 PARAMETERS ON THIS SHEET FOR DESIGN CRITERIA. B. HANGER SPACING AND LOCATIONS SHALL BE IN ACCORDANCE WITH NFPA 13. C. ALL UNDERGROUND WORK (MATERIAL, INSTALLATION, FLUSHING AND TESTING) IS TO BE IN ACCORDANCE WITH NFPA 24. D. FIRE SPRINKLER HYDRAULIC CALCULATIONS SHALL MAINTAIN A MINIMUM 10% PRESSURE SAFETY FACTOR. THE SYSTEM PRESSURE SAFETY FACTOR SHALL BE AT LEAST 10% (TEN PERCENT) OF THE REQUIRED RESIDUAL PRESSURE AT THE TEST LOCATION. E. AN AUTOMATIC AIR RELEASE VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SYSTEM, IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13. 3. MATERIALS: A. ALL FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE U.L. LISTED OR FM APPROVED (WHEN APPLICABLE). B. SEE THE 'MATERIAL SPECIFICATIONS AND REQUIREMENTS' SECTION ON THIS SHEET FOR MATERIAL SPECIFICATIONS. 4. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AS-BUILTS. 5. ALL PENETRATIONS THRU RATED WALLS/FLOORS SHALL BE FIRE STOPPED/WATERPROOFED TO MATCH THE RATING OF THE WALL/FLOOR. 6. AUXILIARY DRAIN VALVES ARE TO BE PROVIDED WHERE PORTIONS OF THE SYSTEM ARE INSTALLED "TRAPPED", IN ACCORDANCE WITH NFPA 13. 7. HEADS SHALL NOT BE PAINTED AND SHALL BE TEMPORARILY PROTECTED FROM OVERSPRAY WITH PAPER BAGS OR ALUMINUM FOIL. CARE SHALL BE TAKEN AT ALL TIMES NOT TO DAMAGE THE SPRINKLER HEAD'S FRANGIBLE BULB. 8. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WHERE SHOWN ON THESE PLANS. 9. THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE A SHOP DRAWING SUBMITTAL AND EQUIPMENT CUTSHEET PACKAGE SUBMITTAL, AND SUBMIT TO THE ENGINEER AND AUTHORITY HAVING JURISDICTION, FOR APPROVAL. APPROVAL OF SHOP DRAWINGS AND EQUIPMENT SHALL BE OBTAINED PRIOR TO STARTING WORK. THE ENGINEER OF RECORD SHALL FURNISH THE FIRE SPRINKLER CONTRACTOR WITH AUTOCAD DRAWINGS, PREPARED WITH HYDRACAD SPRINKLER DESIGN SOFTWARE, FOR USE IN PREPARING SHOP DRAWINGS AND AS-BUILTS. 10. THE SYSTEM SHOWN ON THESE PLANS REQUIRES A CONNECTION TO THE UNDERGROUND FIRE PROTECTION MAIN. THE CONTRACTOR WHO INSTALLS THE UNDERGROUND PIPING FROM THE POINT OF SERVICE IS RESPONSIBLE FOR COMPLETING THE INSTALLATION TO THE ABOVE GROUND FIRE SPRINKLER SYSTEM CONNECTION FLANGE OR GROOVED CONNECTION, WHICH BY DEFINITION PER 633.334(3) IS NO MORE THAN 1 FOOT ABOVE THE FINISHED FLOOR (OR FINISHED GRADE FOR OUTSIDE RISERS). ALL FIRE PROTECTION UNDERGROUND DOWNSTREAM OF THE POINT OF SERVICE IDENTIFIED ON THE PLANS SHALL BE INSTALLED BY A LICENSED CLASS I, CLASS II, OR CLASS V FIRE PROTECTION CONTRACTOR AS REQUIRED BY THE STATE FIRE MARSHAL. THE UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR A SEPARATE UNDERGROUND FIRE MAIN INSTALLATION PERMIT WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND COMPLETING THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING DOCUMENT. ABOVE GROUND CONTRACTORS MAY NOT COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR THE UNDERGROUND PIPING OR PORTION THEREOF WHICH HAVE BEEN INSTALLED BY OTHERS. THE UNDERGROUND CONTRACTOR MUST USE EXTREME CARE IN INSTALLING THE RISER STUB -UP EXACTLY WHERE SHOWN AND DIMENSIONED ON THIS PLAN. 11. QUICK RESPONSE SPRINKLER HEADS SHALL BE INSTALLED THROUGHOUT LIGHT HAZARD AREAS (UNLESS OTHERWISE NOTED). 12. THIS IS A CENTER -OF -TILE INSTALLATION. IN STORAGE AND MECHANICAL ROOMS IT WILL NOT BE NECESSARY TO CENTER HEADS IN THE CEILING GRID. 13. FIRE SPRINKLER PROTECTION SHALL BE PROVIDED UNDER OBSTRUCTIONS OVER 48" IN WIDTH (SUCH AS DUCTWORK), IN ACCORDANCE WITH NFPA 13. SEE THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR FEATURES OR EQUIPMENT THAT MAY REQUIRE FIRE SPRINKLER PROTECTION UNDER OBSTRUCTIONS. IN ORDER TO MEET THIS SPECIFICATION, INCLUDE AN ADDITIONAL TEN (10) FIRE SPRINKLER HEAD ALLOWANCE IN BUDGET PRICING FOR PROVIDING COVERAGE UNDER OBSTRUCTIONS OR FOR OTHER UNFORESEEN CONDITIONS. BUDGET PRICING SHALL INCLUDE ASSOCIATED LABOR, PIPE, FITTINGS, HANGERS, ETC. RELATED TO THE ADDITIONAL HEAD ALLOWANCE. FIRE SPRINKLER SYSTEM TESTING REQUIREMENTS 1. PER NFPA 13 (2016), SECTION 25.2.1, THE FIRE PROTECTION SYSTEM SHALL BE HYDROSTATICALLY TESTED AS FOLLOWS: 25.2.1 HYDROSTATIC TESTS. 25.2.1.1 UNLESS PERMITTED BY 25.2.1.2 THROUGH 25.2.1.5, ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE APPLICABLE HYDROSTATICALLY TESTED AT 200 PSI (13.8 BAR) AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS. ON THIS 25.2.1.2 PORTIONS OF SYSTEMS NORMALLY SUBJECTED TO SYSTEM WORKING PRESSURES IN EXCESS OF 150 PSI (10.4 BAR) SHALL BE TESTED AS DESCRIBED IN PROJECT 25.2.1.1, AT A PRESSURE OF 50 PSI (3.5 BAR) IN EXCESS OF SYSTEM WORKING PRESSURE. 25.2.1.3 WHERE COLD WEATHER WILL NOT PERMIT TESTING WITH WATER, AN INTERIM AIR TEST SHALL BE PERMITTED TO BE CONDUCTED AS DESCRIBED IN 25.2.2. THIS PROVISION SHALL NOT REMOVE OR REPLACE THE REQUIREMENT FOR CONDUCTING THE HYDROSTATIC TEST AS DESCRIBED IN 25.2.1.1. 25.2.1.4 MODIFICATIONS TO EXISTING PIPING SYSTEMS SHALL REQUIRE TESTING AT SYSTEM WORKING PRESSURE. 25.2.1.4.1 WHERE MODIFICATION IS MADE TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 BAR) FOR 2 HOURS. 25.2.1.4.2 MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS, SHALL REQUIRE TESTING AT SYSTEM WORKING PRESSURE. 25.2.1.5 THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE SYSTEM OR PORTION BEING TESTED. THE PRESSURES IN PIPING AT HIGHER ELEVATIONS SHALL BE PERMITTED TO BE LESS THAN 200 PSI (13.8 BAR) WHEN ACCOUNTING FOR ELEVATION LOSSES. SYSTEMS OR PORTIONS OF SYSTEMS THAT CAN BE ISOLATED SHALL BE PERMITTED TO BE TESTED SEPARATELY. 25.2.1.6 ADDITIVES, CORROSIVE CHEMICALS SUCH AS SODIUM SILICATE, OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR SIMILAR ACTING CHEMICALS SHALL NOT BE USED WHILE HYDROSTATICALLY TESTING SYSTEMS OR FOR STOPPING LEAKS. 25.2.1.7 PIPING BETWEEN THE EXTERIOR FIRE DEPARTMENT CONNECTION AND THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE SHALL BE HYDROSTATICALLY TESTED IN THE SAME MANNER AS THE BALANCE OF THE SYSTEM. AFTER REPAIR OR REPLACEMENT WORK AFFECTING THE FIRE DEPARTMENT CONNECTION, THE PIPING BETWEEN THE EXTERIOR AND THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE SHALL BE ISOLATED AND HYDROSTATICALLY TESTED AT 150 PSI (10.3 BAR). 25.2.1.8 WHEN SYSTEMS ARE BEING HYDROSTATICALLY TESTED, TESTS SHALL BE PERMITTED TO BE CONDUCTED WITH PENDENT OR HORIZONTAL SIDEWALL SPRINKLERS OR PLUGS INSTALLED IN FITTINGS. ANY PLUGS SHALL BE REPLACED WITH PENDENT OR HORIZONTAL SIDEWALL SPRINKLERS AFTER THE TEST IS COMPLETED. ALWORK SHALL COMPLY WITH jqf�,CODFaA(�11D STANDARDS HYDRAULIC DESIGN DATA CALC ID DESCRIPTION OF AREA HOSE ALLOW. COMPANY PRINT DENSITY DESIGN AREA (GPM) NUMBER OF HEADS OCCUPANCY WATER DEMAND AT NODE 'TEST' COMMODITY MAX. STORAGE INCLUDING HOSE DEMAND WATER DEMAND AT BASE OF RISER SAFETY FACTOR PROTECTED NUMBER (GPM/SQ.FT.) (SQ. FT.) INSIDE/OUTSIDE CALCULATED CLASSIFICATION CLASSIFICATION HEIGHT ( GPM ® PSI ) ( GPM 0 PSI ) ( PSI ) 2653-A WAREHOUSE FP2 0.30 2,025 0 / 500 21 EXTRA HAZARD (GROUP 1) CLASS IV 12'-0" 1153.7 GPM 0 32.6 PSI 653.7 GPM 0 21.9 PSI 6.2 PSI SPRINKLER HEADS AND LEGEND - BASIS OF DESIGN MAKE MODEL TYPE RESPONSE "K" NPT TEMP FINISH - HD/ESC SPRK ID# SYMBOL TOTAL COMMENTS SPARE HEAD COUNT BY TYPE RELIABLE Ft FR56 RECESSED PENDENT QUICK 5.6 32" 155-F WHITE / WHITE RA1414 @ 15 2 RELIABLE FlFR56 UPRIGHT QUICK 5.6 Xz" 155'F BRASS RA1425 0 2 2 RELIABLE GXLO UPRIGHT STANDARD 11.2 286'F BRASS R2921 ® 96 2 TOTAL SPARE HEADS 6 TOTAL HEADS 113 TOTAL DOES NOT INCLUDE SPARE HEAD COUNT LOCATE SPARE HEAD CABINET NEXT TO THE RISER THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. HATCHER ENGINEERING, INC. NFPA 13 Owner's Certificate Information - Fire Sprinkler Protection The purpose of an "Owner's Certificate" is to obtain a declaration of the intended use of the occupancy to be protected. The following is a consolidation of the information found in the Owner's Certificate example provided in NFPA 13, and additional information used to help describe the hazards to be protected. Property to be Protected: Professional Hair Labs 3795 Correia Dr. Zephyrhills, FL 33542 Name of Owner: SCIENTIFIC COSMETIX LLC ,d j/ �0� 1/ REVIEW DATE f 27251 WESLEY CHAPEL BLVD WESLEY CHAPEL, FL 33544 SUITE B14 #722 CITY OF ZEPHYRHILLS EXAMINER' k FIRE AND LIFE SAFETY O Existing or Planned Construction Description: Shipping and receiving Warehouse 0 In Z _ o U (n 5; ry w Is the system installation intended for one of the following special occupancies? w o' Aircraft hangar: .................................................... . ❑ Yes 0 No Fixed guideway transit system: ............................ ❑ Yes 0 No ALL WORK SHALL COMPLY WITH Race track stable: ................................................ ❑ Yes 0 No t4FFA CODES Ai4D STANDARDS Marine terminal, pier, or wharf: ............................ El Yes 0 No Airport terminal: .................................................... erminal:.................................................... ❑ Yes 0 No Aircraft engine test facility: ................................... ❑ Yes 0 No Power plant: ......................................................... ❑ Yes 0 No Water-cooling tower: ............................................ ❑ Yes 0 No If the answer is yes to any of the above, please elaborate: Indicate whether any of the following special materials are intended to be present? Flammable or combustible liquids: ..... ................. ❑ Yes 0 No Aerosol products: ................................................. ❑ Yes 0 No Nitrate film:... ........................................................ ❑ Yes 0 No Pyroxylin Plastic: .................................................. ❑ Yes 0 No Compressed or liquefied gas cylinders: ............... ❑ Yes 0 No Liquid or solid oxidizers: ....................................... ❑ Yes 0 No Organic peroxide formulations: ............................ ❑ Yes 0 No Idle pallets: ...................................................... .... ❑ Yes 0 No If the answer is yes to any of the above, please elaborate on type, location, arrangement, and intended maximum quantities: m M -, R. Page 1 of 2 o r7 o I ri© NFPA 13 - Owner's Certificate Indicate whether the protection is intended for one of the following specialized occupancies or areas? Spray area or mixing room: ............................... .................... ❑ Yes 0 No 0 Solvent extraction: ................................................................. ❑ Yes 0 No _ Laboratory using chemicals: .................................................. ❑ Yes 0 No Oxygen -fuel gas system for welding or cutting: ..................... ❑ Yes 0 No 0 Acetylene cylinder charging: .............................. . ❑ Yes 0 No J d- 'I - Production or use of compressed or liquefied gases: ............ ❑ Yes 0 No LL Lr) Lf-j 00 Commercial cooking operation: ............................................. ❑ Yes 0 No LL 0 tM Class A hyperbaric chamber: .................................. .............. ❑ Yes 0 NO O J M 0 Cleanroom:............................................................................. El Yes 0 No a Incinerator or waste handling system: ................................... ❑ Yes 0 No Z 'T- Linen handling system: .......................................................... ❑ Yes 0 No 0 I-- J Industrial furnace: .................................................................. ❑ Yes 0 No Q JM Water cooling tower: .............................................................. E]_ Yes 0 No V iv)00 If the answer is yes to any of the above, please elaborate on type, location, arrangement, and intended M J maximum quantities: H Will there be any storage of products over 12 ft in height? Ul Z M N ❑ Yes 0 No 0 V If the answer is yes to any of the above, please elaborate on type, location, arrangement, and intended Z maximum quantities: I Will there be any storage of plastic, rubber, or similar products over 5 ft high except as described >_ above? ❑ Yes 0 No 2O�J��,yd If the answer is yes to any of the above, please elaborate on type, location, arrangement, and intended maximum quantities: id�y Describe other features of the building or occupancy that may affect protection of the hazard? I certify that I have knowledge of the intended use of the property and that the above information is correct. Signature of owner's representative or agent: �ClrvG %7 Date: 10/0512023 Name of owner's representative or agent (print): D-ID MARGOLIN Relationship and firm of agent (print): OWNER Page 2 of 2 FIRE SPRINKLER DRAWING LEGEND SHEET # DESCRIPTION FP-0 FIRE SPRINKLER SPECIFICATIONS, GENERAL NOTES AND LEGENDS FP-1 BELOW MEZZANINE FIRE SPRINKLER PLAN AND SITE PLAN FP-2 OVERHEAD FIRE SPRINKLER PLAN FP-3 FIRE SPRINKLER DETAILS DRAWINGS PREPARED BY: y�HATCHER ENCs(NEERiNG, INC. NOTE: WHEN SIGNED AND SEALED BY THE ENGINEER -OF -RECORD ENGINEER OF RECORD: `!;ram<,,S "cr=ly ''R����i Digitally signed O b James P Fj FIRE PROTECTION ENCINEERINC • LIFE SAFETY (USING EITHER A DIGITAL No 93056 y Florida Cert. of Authorization #: 28929 SIGNATURE OR INK = * O f I ZZO PLANT ClTY OLDSMAR. SEAL\SIGNATURE), PRINTED _ v _ a = 2108 W. Risk Street 720 Brooker Creek Blvd COPIES OF THIS DOCUMENT NOT CONSIDERED C) STATE STATE OF =� Date: 2024.04.22 P/ant City, FL 33563 Suite 205 6900 Oldsmar, fZ 34677 ((811) SIGNEARE DIGITALDAND SEALED MUST �+`` ' ' 15:30:27 -04 00 '���p� Frek ax: 752 SIGNATURES BONA L ; �` BE VERIFIED ON ANY gltlltu�� www.hatcherengineering.com ELECTRONIC COPIES. e-mail.- N✓HOhotcherengineering.com JAMES P. MORIZZO, #93056 PLOT DATE: 04\22\2 W U Ln W I-- O Z ate Q O m J QQ U_ Jre re Z Imo_ I� Ou o� LLJ c 7 _J Q Z O U=WtJi Z OZ pN U_ < a W LrV Z a u -I CL �O=>>.. Ii wQ LLJ Lf_ L�.I C), �O0NLLj Q� Z w W a O V "' LLJ 0Y V w � 0 a_ l% w o DESIGNED BY JPM DRAWN BY JPM CHECKED BY HE[ PROJECT NO./CAD CODE 2023-2653 DATE 10/12/23 DRAWING NO. FP-0 Vv 1-0 f J �v Q KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. E FIRE PROTECTION WATER SUPPLY X❑ PUBLIC ❑ PUBLIC + PUMP ❑ FIRE PUMP ❑ OTHER PUBLIC FLOW TEST: STATIC = 65 PSI RESIDUAL = 45 PSI FLOW = 998 GPM SOURCE OF TEST: CITY OF ZEPHYRHILLS DATE OF TEST: 04/14/23 TEST LOCATION: TRUMP PL 0 CORREIA DR FIRE PUMP DATA: N/A RATED GPM = N/A RATED PSI = N/A STORAGE TANK SIZE: N/A MISC. NOTES: e r 0 UG4 / / O HY➢ ES EXISTING FIRE HYDRANT WITH GATE VALVE (TEST HYDRANT) FIRE PROTECTION SITE PLAN r (FOR HYDRAULIC REFERENCE ONLY) 0 10 20 SCALE: 1" = 20'-0" A FIRE PROTECTION SITE PLAN HAS BEEN SHOWN ON THESE PLANS IN ORDER TO SHOW THE UNDERGROUND HYDRAULIC NODES USED IN THE CALCULATIONS AND THE GENERAL LAYOUT OF THE FIRE PROTECTION SYSTEM RELATED COMPONENTS. THE SITE PLAN SHOWN ON THESE PLANS IS TO BE USED FOR HYDRAULIC REFERENCE ONLY. SEE THE SITE UTILITY DRAWINGS FOR CONSTRUCTION REQUIREMENTS. 1 I I / I BELOW MEZZANINE FIRE SPRINKLER PLAN 3/1611= 1' 0" DRAWINGS PREPARED BY: KEY NOTE LEGEND (THIS SHEET): 101. 6" FIRE SPRINKLER UNDERGROUND LEAD-IN LOCATION. SEE THE FIRE PROTECTION SITE PLAN ON SHEET FP-2 FOR UNDERGROUND CONFIGURATION. 102. 6" FIRE SPRINKLER RISER LOCATION. 103. 6" FIRE SPRINKLER RISER UP TO OVERHEAD FIRE SPRINKLER SYSTEM. 3 It 1104. NOT USED. 105. PROVIDED GALVANIZED DRAIN PIPING THROUGH THE EXTERIOR WALL WITH A GALVANIZED 45'ELL DISCHARGED TO SPLASH BLOCK ON GRADE. 106. 2 Y" DROP FROM OVERHEAD FIRE SPRINKLER SYSTEM. INSTALL 2 72" X 1" DRAIN ELBOW AND 1" AUX DRAIN AT BOTTOM OF DROP. FIRE SPRINKLER DRAWING LEGEND SYMBOL DESCRIPTION 4° PIPE SIZE 10-0 PIPE LENGTH IN FEET -INCHES 4— INDICATES PITCHED PIPE (ARROW POINTS TOWARD LOWER ELEVATION) 22 HYDRAULIC REFERENCE POINT [ 24 et] ELEVATION BELOW TOP OF STEEL (INCHES) [10-6 ] ELEVATION ABOVE FINISHED FLOOR (FEET -INCHES) 10-0 CEILING HEIGHT (FEET -INCHES) —f— HANGER LOCATION -�E— TRAPEZE HANGER LOCATION -- DENOTES PIPE RISE UP OR DOWN STANDARD GROOVED COUPLING --Q— 'FIRELOCK' GROOVED COUPLING [— PIPING CAP PIPING PLUG ® FIRE SPRINKLER RISER LOCATION # L01 LINE TAG (ONLY IF STOCKLISTED) as MAIN TAG (ONLY IF STOCKLISTED) 1). WHEN GROOVED ELLS AND TEES ARE SHOWN CUT -IN ON THE MAINS AND/OR BRANCH LINES, THE GROOVED FITTING TAKE-OUT HAS BEEN REMOVED FROM THE ADJACENT PIPING DIMENSION TAG 2). ALL ELEVATION CHANGES INDICATED BY A RISER NIPPLE, OR RISE UP/DN, ARE CENTER -TO -CENTER DIMENSIONS UNLESS CUT -LENGTH DIMENSIONS ARE SPECIFICALLY SHOWN. IN OTHER WORDS, NO TAKE-OUTS HAVE BEEN REMOVED FROM THE RISER NIPPLES OR RISERS (UP OR DOWN). THIS INCLUDES BOTH THREADED AND GROOVED PIPING ELEVATION CHANGES. 3). ALL THREADED PIPING DIMENSIONS ARE CENTER -TO -CENTER. 4). IF HANGER LENGTHS ARE SHOWN, THEY ARE CENTER -TO -CENTER BELOW MEZZANINE SPRINKLER SYSTEM INSTALLED ABOVE CEILING AND BELOW STRUCTURAL JOISTS. ALL CEILING HEIGHTS 10'-0". THE STRUCTURAL STEEL FRAMING USED TO PREPARE THESE FIRE SPRINKLER DESIGN DOCUMENTS WAS PRELIMINARY AT THE TIME PROVIDED TO HATCHER ENGINEERING, INC. IT IS THE INSTALLING FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE STRUCTURAL FRAMING SHOP DRAWINGS AND VERIFY THE PIPING SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS IS COORDINATED WITH THE STRUCTURAL FRAMING PLAN PRIOR TO FABRICATION OR INSTALLATION. NOTE: HATCHER ENGINEERING, INC. WHEN SIGNED AND SEALED BY THE ENGINEER -OF -RECORD FIRE PROTECTION ENGINEERING • LIFE SAFETY (USING EITHER A DIGITAL Florida Cert. of Authorization #: 28929 SIGNATURE OR INK PLANT CITY OLDSMAR. SEAL\SIGNATURE), PRINTED COPIES OF THIS DOCUMENT 2108 W. Risk Street 720 Brooker Creek Blvd. ARE NOT CONSIDERED Plant City, FL 33563 Suite 205 SIGNED AND SEALED AND Tek (813) 752-6900 Oldsmar, FL 34677 Fax: (813) 752-6911 DIGITAL SIGNATURES MUST BE VERIFIED ON ANY www.hatcherengineering.com ELECTRONIC COPIES. �W e-mail. NUH0hatcherengineering.com ENGINEER OF RECORD: JAMES P. MORIZZO, #93056 z _ o U c_n D� > w w a. tY w ch so 0� z Z w U U Z Q O � d' LL_ Ln 00 U_ Q M O O J M ZW�� W uj O < J M U Ln = 00 N O U Z Q c� o in Z a a Om Z � or_ILL.Jw a O V 0 J J <Z OO Z — =Q_J U -� W LL wZ N LaiQgJ Wa. WZa-' W Ln O = Z Ln 0 ~ LL W W 1V DO N N <aw LU Z 3 I3� O O V W m U V w V a w 0 DESIGNED BY JPM DRAWN BY JPM CHECKED BY HEI PROJECT NO./CAD CODE 2023-2653 DATE 10/12/23 DRAWING NO. \24 PLOT DATE: 04\22 F P _ 1 0 KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. OVERHEAD FIRE SPRINKLER PLAN 3/1611= 1' 0" KEY NOTE LEGEND (THIS SHEET): 201. 6" FIRE SPRINKLER RISER LOCATION. 202. NON—COMBUSTIBLE "OPEN" OVERHANG. NOT USED FOR STORAGE. THEREFORE, NO SPRINKLERS ARE REQUIRED IN THIS AREA. 203. PROVIDED GALVANIZED DRAIN PIPING THROUGH THE EXTERIOR WALL WITH A GALVANIZED 45'ELL DISCHARGED TO SPLASH BLOCK ON GRADE. 204. 1" INSPECTOR'S TEST LOCATION. 205. AUTOMATIC AIR VENT LOCATION. 206. TRAPEZE 6" PRIMARY MAIN. 207, 2 Jz" CROSSMAIN CONTINUES TO BELOW MEZZANINE FIRE SPRINKLER SYSTEM. 208. INSTALL 2 J" X 1" DRAIN ELBOW AND 1" AUX DRAIN AT BOTTOM OF DROP. 209. PITCH PIPE PARALLEL TO ROOF SLOPE. TYPICAL. 210. INSTALL 4" DRAIN CAP AND PIPE TO INSPECTOR'S TEST AS SHOWN. FIRE SPRINKLER DRAWING LEGEND SYMBOL DESCRIPTION 4' PIPE SIZE 10-0 PIPE LENGTH IN FEET -INCHES o— INDICATES PITCHED PIPE (ARROW POINTS TOWARD LOWER ELEVATION) ?2 HYDRAULIC REFERENCE POINT [ 24 Bt.] ELEVATION BELOW TOP OF STEEL (INCHES) [ 10-6 ] ELEVATION ABOVE FINISHED FLOOR (FEET -INCHES) 10-0 CEILING HEIGHT (FEET -INCHES) HANGER LOCATION �E-- TRAPEZE HANGER LOCATION DENOTES PIPE RISE UP OR DOWN STANDARD GROOVED COUPLING --0-- 'FIRELOCK' GROOVED COUPLING [— PIPING CAP PIPING PLUG A FIRE SPRINKLER RISER LOCATION # L01 LINE TAG (ONLY IF STOCKLISTED) n.s MAIN TAG (ONLY IF STOCKLISTED) 1). WHEN GROOVED ELLS AND TEES ARE SHOWN CUT —IN ON THE MAINS AND/OR BRANCH LINES, THE GROOVED FITTING TAKE—OUT HAS BEEN REMOVED FROM THE ADJACENT PIPING DIMENSION TAG. 2). ALL ELEVATION CHANGES INDICATED BY A RISER NIPPLE, OR RISE UP/DN, ARE CENTER —TO —CENTER DIMENSIONS UNLESS CUT —LENGTH DIMENSIONS ARE SPECIFICALLY SHOWN. IN OTHER WORDS, NO TAKE—OUTS HAVE BEEN REMOVED FROM THE RISER NIPPLES OR RISERS (UP OR DOWN). THIS INCLUDES BOTH THREADED AND GROOVED PIPING ELEVATION CHANGES. 3). ALL THREADED PIPING DIMENSIONS ARE CENTER —TO —CENTER. 4). IF HANGER LENGTHS ARE SHOWN, THEY ARE CENTER —TO —CENTER HVAC DUCT SHALL BE INSTALLED A MINIMUM OF 18" BELOW SPRINKLER DEFLECTOR IN WAREHOUSE AREA TO AVOID SPRINKLER OBSTRUCTION. HVLS FANS NOT USED IN CONDITIONED WAREHOUSE THE STRUCTURAL STEEL FRAMING USED TO PREPARE THESE FIRE SPRINKLER DESIGN DOCUMENTS WAS PRELIMINARY AT THE TIME PROVIDED TO HATCHER ENGINEERING, INC. IT IS THE INSTALLING FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE STRUCTURAL FRAMING SHOP DRAWINGS AND VERIFY THE PIPING SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS IS COORDINATED WITH THE STRUCTURAL FRAMING PLAN PRIOR TO FABRICATION OR INSTALLATION. HYDRAULIC DESIGN AREA CALC ID 2653 A DESCRIPTION WAREHOUSE DENSITY (GPM/SO.FT.) 0.30 DESIGN AREA (50. FT.) 2,025 HOSE ALLOWANCE (INSIDE/OUT) 0 / 500 GPM OF HEADS 21 OCCUPANCY CLASSIFICATION EXTRA HAZARD (GROUP 1) COMMODITY CLASSIFICATION CLASS IV MAX. STORAGE HEIGHT 12 FT SYSTEM DEMAND AT SOURCE 1153.7 GPM ® 326 PSI BASE OF RISER DEMAND 653.7 GPM ® 2 1. 9 PSI SAFETY FACTOR (PSI) 6.2 PSI DRAWINGS PREPARED BY: HATCHER ENGINEERING, INC. FIRE PROTECTION ENGINEERING • LIFE SAFETY Florida Cert. of Authorization #: 28929 PLANT CITY OLDSMAR. 2108 W. Risk Street 720 Brooker Creek Blvd. Plant City, FL 33563 Suite 205 Tek (813) 752-6900 Oldsmar, FL 34677 Fox: (813) 752-6911 www.hatcherengineering.com e-moil.• N✓H®hotcherengineering.com NOTE: WHEN SIGNED AND SEALED BY THE ENGINEER -OF -RECORD (USING EITHER A DIGITAL SIGNATURE OR INK SEAL\SIGNATURE), PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND DIGITAL SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ENGINEER OF RECORD: JAMES P. MORIZZO, #93056 PLOT DATE: 04 O O U Z — O 0 w w ch l r7 w tr O Z Z w U U Z a 0 o�� LL In Ln 00 LL_ a M J M Z � U_ 0LLJ Q J M U c~r�=00 � CL c/) M N O U Z 0 C)cM a O CO �Jof cl� O J<Z0 U = a IJi LJ LLI L WZaJ O a = =IHw 0 2 0 �— W Z w O U I- U w a W a DESIGNED BY JPM DRAWN BY JPM CHECKED BY HEI PROJECT NO./CAD CODE 2023-2653 DATE 10/12/23 DRAWING NO. FP-2 Z g LLI J Y Z EE a Ln LLI W ILL. 0 w DC w O I I M I - .1 1 i._ _ T T. --.. AUXILIARY DRAIN VALVE (NOT TO SCALE) GLOBE VALVE OR EQUAL PIPE SUPPORT - TYPE S01 TOP BEAM CLAMP W/ RING HANGER (NOT TO SCALE) FIRE SPRINKLER RISER DETAIL 6" DI STUB -UP X 6" STEEL RISER 6 9d E .a E coo 0 CD 0 N O N N N n Q 3 N a .c (n I N 0 L d 3 J END OF BRANCHLINE RUN (OR EQUAL) 0'-6" NIPPLE AND TO BE PROVIDED ON `'TRAPPED'nPIPING SECTIONS CONTAINING MORE THAN 5 GALLONS OF WATER. (PER NFPA 13) INSPECTOR'S TEST WET SYSTEM ASSEMBLY (NOT TO SCALE) ROOF DECK DETAIL KEY NOTES 1. 1" SCHED. 40 FROM SYSTEM. J J O3 2. 1" SCHED. 40 PIPE NIPPLE. 0_ 3. 1" COMBINATION INSPECTOR'S TEST AND O2 0 w DRAIN VALVE WITH INTEGRAL PRESSURE RELIEF VALVE. I- x 4. PIPE ESCUTCHEONS AND WATERPROOF w PENETRATION. _ \\ 5. 1" GALVANIZED SCHED, 40 PIPE NIPPLE. 6. 45' ELBOW WITH REDUCING BUSHING AND 5.6K STANDARD COVERAGE SPRINKLER HEAD WITH FRAME ARMS BROKEN OFF. 7. SPLASH BLOCK. ® 8. SIGHT GLASS. w (0 D- a. 4 I a - O I o° a� I 5 O c FINISHED FLOOR PIPE SUPPORT - TYPE S16 'SAMMY SUPER SCREW' W/ RING HANGER (NOT TO SCALE) 'Z' PURLIN PRPUPROVIDE HEX NUT FOR LL-OUT RESISTANCE "SAMMY SUPER SCREW" MODEL SDWR - INSTALLED WITH - RECOMMENDED NUT DRIVER - CAD PLATED FERROUS ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW + PIPE (4" MAX.) ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" NOTE: SAMMY SUPER SCREW MODELS SWDR 1" & SWDR 1%" ARE FM APPROVED FOR PIPE SIZES UP TO 4" TYPICAL GOOSENECK ARMOVER (NOT TO SCALE) SEE PLAN FOR ACTUAL ARMOVER DIMENSIONS I J U q-FL (� SEE PLAN VIEW FOR L RELATIVE BRANCH LINE AND MAIN ELEVATIONS BRANCH LINE TEE OR 90' ELL SEE HEAD SCHEDULE FOR FIRE SPRINKLER FINISH AND HEAD TYPE SCH 40 DROP NIPPLE CUT LONG, FIELD CUT TO FINAL CEILING ELEVATION CEILING ELEVATION STEEL BAR JOIST OR BEAM - CAD PLATED FERROUS _ ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" PIPE SUPPORT - TYPE T03 TRAPEZE USING TBCs W/ RING HANGERS (NOT TO SCALE) 'A' UL LISTED TOP BEAM CLAMP W/ LOCK NUT -TYPICAL- STEEL BAR INVERTED TBC TO PREVENT SLIPPING TRAPEZE MEMBER PIPE SIZE "A' MAX. TRAPEZE MEMBER 1 8'-0" 2" SCH, 40 PIPE 1 1/4 8'-0' 2" SCH. 40 PIPE 1 1/2 8'-0- 2- SCH. 40 PIPE 2 8'-0' 2" SCH. 40 PIPE 2 1/2 7'-0' 2" SCH. 40 PIPE 2 1/2 8'-0" 2 1/2" SCH. 40 PIPE 3 6'-O" 2' SCH. 40 PIPE 3 8'-0" 2 1/2" SCH 40 PIPE 4 5-O" 2" SCH. 40 PIPE 4 8'-0' 2 1/2" SCH 40 PIPE 6 3'-0" 2' SCH. 40 PIPE 6 W-0' 2 1/2' SCH. 40 PIPE 6 7'-0" 2 1/2" SCH, 40 PIPE 6 10'-0" 3' SCH. 40 PIPE UL LISTED SWIVEL _ RING HANGER (TWO - CAD PLATED FERROUS TYPICAL). WHEN - ALL -THREAD ROD SEE SUPPORTING PIPE - MINIMUM SIZE SIZES LARGER THAN - REQUIREMENTS BELOW TRAPEZE MEMBER PIPE SIZE, PROVIDE UL LISTED SWIVEL "HEAVY DUTY" RING HANGER HANGER RINGS. + PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" PIPE SUPPORT TRAPEZE USING TBCs W/ RING HANGERS (NOT TO SCALE) 'Z' PURLIN 'A' 1/2" BOLT AND WASHER ARRANGEMENT "SAMMY SUPER SCREW" MODEL 1/2" EYE RD� 1/2" CAD -PLATED COUPLING SDWR - INSTALLED WITH RECOMMENDED NUT DRIVER FOR PIPE SIZES 4" AND SMALLER. INVERTED TBC TO PREVENT SLIPPING TRAPEZE MEMBER PIPE SIZE "A' MAX. TRAPEZE MEMBER 4 5'-0' 2" SCH. 40 PIPE 4 8'-0- 2 1/2" SCH 40 PIPE 6 3'-0" 2" SCH. 40 PIPE 6 5'-0" 2 1/2" SCH. 40 PIPE 6 1 7'-0' 2 1/2" SCH. 40 PIPE 6 10'-0' 1 3' SCH. 40 PIPE 1/2" CAD PLATED FERROUS ALL -THREAD ROD MOTE: USE EYE ROD ATTACHMENT TO + PURLJNS FOR PIPES 6" AND LARGER IN DIAMETER. CAD PLATED FERROUS ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW UL LISTED SWIVEL RING HANGER + PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" AUTOMATIC AIR VENT (NOT TO SCALE) AUTOMATIC AIR VENTING NOTES 1). ONLY A SINGLE AIR VENT IS REQUIRED PER NFPA 13. 2). THE VENT SHALL BE INSTALLED NEAR A HIGH POINT IN THE SYSTEM. (EX. TOP OF A VERTICAL RISER, ELEVATED BRANCHUNE, AND UNDER ROOF PEAKS.) RECOMMENDED INSTALLATION: 1). SHOULD BE INSTALLED OFF THE TOP OF HORIZONTAL PIPING. 2). DO NOT INSTALL AIR VENT OFF THE BOTTOM OR SIDE OF HORIZONTAL PIPING. 3). SHOULD BE INSTALLED NEAR THE END OF SYSTEM BRANCH LINES, WHENEVER POSSIBLE. 4). SHOULD BE INSTALLED OVER AREAS WITHOUT CEILINGS, ABOVE LAY -IN CEILINGS, OR ABOVE AN ACCESS PANEL. 3/4" NPT OUTLET. AGF MODEL 7900V IS SHOWN. STANDARD DRAIN LINE MAY BE INSTALLED. 1" NPT INLET - - 1" SCHED-40 NIPPLE ADJUSTABLE PURGE VALVE WITH HOSE CONNECTION SPRINKLER BRANCHLINE PIPE. SEE PLANS FOR SIZE N 3 I MATERIAL DESCRIPTION ITEM DESCRIPTION 1 6" 120 VAC ELECTRIC BELL W/ WEATHI 2 6' VANE -TYPE WATER FLOW SWITCH 3 6' RISER CHECK VALVE 4 6" GROOVED BUTTERFLY VALVE I RISER GENERAL NOTES: 1). ALL OUTSIDE STEEL PIPING EXTENDING THROUGH THE EXTERIOR WALL SHALL BE GALVANIZED WITH GALVANIZED FITTINGS. 2). ALL GROOVED COUPLINGS SHALL BE OF THE "RIGID- TYPE. 3). ALL DIMENSIONS SHOWN ARE CENTER -TO -CENTER DIMENSIONS AND SHALL BE FIELD VERIFIED BEFORE FABRICATION AND INSTALLATION. 4). ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 5). INSTALL ELECTRIC BELL ON OUTSIDE WALL. 6). PIPE DIMENSIONS SHOWN ARE FOR THE VALVES AND DEVICES SPECIFIED USING STANDARD GROOVED FITTINGS. O = HYDRAULIC NODE POINT 2" MAIN DRAIN SHALL BE PIPED TO OUTSIDE BUILDING WALL SUPPLY GALVANIZED PIPING THROUGH WALL WITH 1 2" PIPE ESCUTCHEONS BOTH M SIDES OF WALL. g tZ M �— RBASE NPE� BE ESTRAINEDPER A 24 SCALE: 1/2" = 1'-0 BUILDING EAVE HEIGHT 21'4" �] @ REAR OF BUILDING 0' 0" BUILDING FINISH FLOOR K-11.2, STANDARD RESPONSE, HIGH TEMPERATURE UPRIGHT, - INSTALLED WITH DEFLECTOR LOCATED 1" TO 12" BELOW ROOF INSULATION. TYPICAL. 12 2" GRIDLINE. "'�4" SECONDARY MAIN _ _ _ MAX STORAGE HEIGHT OF UP TO CLASS IV COMMODITIES ON RACKS. 0 0 I fV 6" F MAIN A FIRE SPRINKLER SIMPLE SECTION FP-3 SCALE: 1 /8" = 1'-0" 2 1 0 4 BUILDING EAVE HEIGHT @ FRONT OF BUILDING n P8' 0" BUILDING FINISH FLOOR 0' 0" DRAWINGS PREPARED BY: ENGINEER OF RECORD: NOTE: {HATCHER. ENGINEERING INC. WHEN SIGNED AND SEALED BY THE FIRE PROTECTION ENGINEERING - LIFE SAFETY ENGINEER -OF -RECORD (USING EITHER A DIGITAL Florida Cert. of Authorization #: 28929 SIGNATURE OR INK PLANT CITY OLDSMAR. SEAL\SIGNATURE), PRINTED COPIES OF THIS DOCUMENT 2108 W. Risk Street 720 Brooker Creek Blvd. ARE NOT CONSIDERED Plont City, FL 33563 Suite 205 SIGNED AND SEALED AND Tel.• (813) 752-6900 Oldsmor, FL 34677 DIGITAL SIGNATURES MUST Fox: (813) 752-6911 BE VERIFIED ON ANY www.hotcherengin&ering.com ELECTRONIC COPIES. e-mail.- NJH@hotcherengineering.com JAMES P. MORIZZO, #93056 PLOT DATE: z w U V z Q LL O � � L.L_ U op LL Q M 00�M zLL`� 0Uj_� Q J_ M V LA 00 ce- _ LU N M N 0 V Z 0Y a LL_O QUl O �- J Q Z 0In LLJ u=Q_j Z a- LL_ Q v N W ,,�zg� N _on- ::E Z LWL W W U_ tJ O Ln w Q W of LL_ Z Of O U v w w a o DESIGNED BY JPM DRAWN BY JPM CHECKED BY HEI PROJECT NO./CAD CODE 2023-2653 DATE 10/12/23 DRAWING NO. FP-3 13 • I I I I A I 202 o� �o� O O O O O O O 00 O O 0 0 0 0 0 0 0 o o o o 0 0 b a 205 # 3 co co co m co co u, co co co co co 6 "'o C`16 �o A # 2 �o`Vo # 2 �o # 2 cqo # 2 # 2 �o A �o # 2 �o # 2 �o # 2 0 6 �" o0 �-, # 2 ,� # 2 r, (� TIGH TO r, �r . ,� ,� ,� r, ,� ,� c: , �+c> I �rc� �v d+v I �u �� I �� rr� I �+u 6 '2-7 6 e-c - 6 6 /OFF E 6 6 6 -- 6 6 6 6 6 6 -c 6-2 c-e 3-10 q e-c RN c / P4 e e0 � c 1/2 q �C 10-0 c-c 7-2 2-10 q c-e e-c 10-0 8- c-c C-e 6 10-0 9-2 q 1-10 c-c c-e RN 9- q 6 c-c RN 10- c-c q x 2 1/2 �, ,_, �, O 0-4 206 x 2 x 2-4 I x RN 2 x 2 4 I 206 x e-c I 2 x 2-4 x 0-10 e-c 2 x 2-4 I 206 x Typ) 208 DN cq ov 2 1/2 b c, C- aQ op � Oc, cq oc, � oc, �, ov Op oc, oc, Cq 14-2 I h> 0o a� I oo a) 00 ( I 00 a) 00 w I oo 00 a) I 00 a> 00 a) e-e 207 #1 I I #1 I I I #1 #1 C� \ Cq 0 p C 1 \ 0 C11 0 c.1 0 c,1 0 c,1 0 c,1 o c�1 O cu o c� 0 Ca 0 I I I i I 4'-8" I Ca c,1 I C�1 c�1 I c,1 c,1 I c�1 Ca I C�1 Ca Cq cv \ . 4 C) C11 ,--� a> c�1 \ .- + a) --� y 0 Cq ,-- W cv -� a) c`1 a) C11 •-a a) C11 ,-+ C) \ . - w �� �� �� �C �Q �C c J c� J c+� C+D G�J m c� J c+13 C�J m CC c�J (� jj rn� �� rn� �� � rn� �� C �� �� � rn� �� C rn� �� C rn� �� � w� cpP � a�� cpP � rn� cpP Cq o� CPP � rn� �P 202 ABOVE CON ITIONED MEZZANINE I I WARtHOUSE I I TYP I I S ACE I x TYP I I x TYP Cq Cqcv c,1 Cq cq c,1 CqCqc,1 cc — — — — — — O� o�— — — o — o —eq— oC.) — Ov — — — a) — — o — —I a o� cn om m I I I I I c,1 CIACq Cq Cq Cq c�1 c�1 C11 \ c-1C11\ \ \ \ �1 �'a� \ �,C) \ �'a, C'I \ �'°' \ �'a> C'I�'a) \ \ a� C'I�'a) \ �� c,1 �'a) Cq d,� ter" C11Lo co c, a) co c, a> I co c, a) co c� Lb b I co c, a) m u Lb a> I cfl C? a) co ;.) Lb b I Ca 1,0 u Lb a> C11 co Lb b I � co c, Lb h) co c, Lo a) I I I I I Ca \ Cq cq Cq Cq Cq c,1 c11 \ c,1 \ ct \ c11 \ Cq \ 77 CV rl U O� cl \ U O� CV \ r—i V O� G,1 \ 0� CJ \ o� cat \ U o� Cq \ O� c,1 0� CJ o� C11 o� CV Ell RN 2 x 1-0 CD I I (TYP) i I I RN RN RN RN 210 2 x 1-0 2 x 1-0 2 x 1-0 2 x 1-0 (TYP) c,1 N11 h� � a) �1 —► �r a) �r t as It a> (TYP) —�- Wit+ a) a> (TYP) I c,1 4 0-10 � �r a> e_c I a� (TYP) B � �r a> —► 1p a) 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 `� c-c 4-1 C e e c -c - -1 c-e e-c - -1 c-e e-c - c-C - c-e 1-10 TIGH 10-0 TO c-c - c-e - c-c 1 c-c r+ .� .-+ .-� TI HT TO .� .� .� e BOTTQM .� � p `" cq `�' cV `�' cr , I c`' �, , c" c,1 I c,1 �r v '-' #4 #4 7, a� #4 �' ' BO TOM #4 OF RAMS �" #4 #4 #4 , #4 OFFr E a� #4 #4 #4 #4 u u u u u u u u u u u u co co I co co I W co I co co I co co I co co GV Cq ' CV CV G,l c,7 CV CJ ' CJ ' G,] ' CV CV ' O O O O O O O O O 204 �o�`�° �q��o O O O O 0 0 0 0 O O O 0 0 0 0 b 0 O O O O 202 202 A (FP-3 �n� I I I I FIRE SPRINKLER PLAN SCALE 3/16" = 1'-O" 0 KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. 0 KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. KEY NOTE LEGEND (THIS SHEET): 201. 6" FIRE SPRINKLER RISER LOCATION. 202. NON—COMBUSTIBLE "OPEN" OVERHANG. NOT USED FOR STORAGE. THEREFORE, NO SPRINKLERS ARE REQUIRED IN THIS AREA. 203. PROVIDED GALVANIZED DRAIN PIPING THROUGH THE EXTERIOR WALL WITH A GALVANIZED 45'ELL DISCHARGED TO SPLASH BLOCK ON GRADE. 204. 1" INSPECTOR'S TEST LOCATION. 205. AUTOMATIC AIR VENT LOCATION. 206. TRAPEZE 6" PRIMARY MAIN. 207. 2 Y2" CROSSMAIN CONTINUES TO BELOW MEZZANINE FIRE SPRINKLER SYSTEM. 208. INSTALL 2 1" X 1 " DRAIN ELBOW AND 1 " AUX DRAIN AT BOTTOM OF DROP. 209. PITCH PIPE PARALLEL TO ROOF SLOPE. TYPICAL. 210. INSTALL 4" DRAIN CAP AND PIPE TO INSPECTOR'S TEST AS SHOWN. KEY NOTE LEGEND (THIS SHEET): 101. 6" FIRE SPRINKLER UNDERGROUND LEAD—IN LOCATION. SEE THE FIRE PROTECTION SITE PLAN ON SHEET FP-2 FOR UNDERGROUND CONFIGURATION. 102. 6" FIRE SPRINKLER RISER LOCATION. 103. 6" FIRE SPRINKLER RISER UP TO OVERHEAD FIRE SPRINKLER SYSTEM. 105. PROVIDED GALVANIZED DRAIN PIPING THROUGH THE EXTERIOR WALL WITH A GALVANIZED 45'ELL DISCHARGED TO SPLASH BLOCK ON GRADE. 106. 2 Y2" DROP FROM OVERHEAD FIRE SPRINKLER SYSTEM. INSTALL 2 Y2" X 1 " DRAIN ELBOW AND 1 " AUX DRAIN AT BOTTOM OF DROP. A CALC AREA NAMEPLATE OCCUPANCY CLASSIFICATION - EXTRA HAZARD GRP 1 DENSITY- 0.30 GPM/SQ FT AREA OF APPLICATION - 2,025 SQ FT NUMBER OF SPRINKLERS CALCULATED - 21 HOSE STREAM ALLOWANCE - 500 GPM SYSTEM DEMAND ® BASE OF RISER - 653.7 GPM 0 21.9 PSI OFFICE SPRINKLER PLAN. SPRINKLER HEADS AND LEGEND — BASIS OF DESIGN — MAKE MODEL Yy —� TYPE RESPONSE "K" NPT TEMP FINISH — HD/ESC SPRK ID# SYMBOL TOTAL COMMENTS SPARE HEAD COUNT BY TYPE RELIABLE F1 FR56 RECESSED PENDENT QUICK 5.6 Y2" 155-F WHITE / WHITE RA1414 Q 15 2 RELIABLE F1 FR56 UPRIGHT QUICK 5.6 Y2" 155'F BRASS RA1425 O 2 2 RELIABLE GXLO UPRIGHT STANDARD 11.2 3/4" 286'F BRASS R2921 ® 96 2 I TOTAL SPARE HEADS 6 TOTAL HEADS 113 TOTAL DOES NOT INCLUDE SPARE HEAD COUNT LOCATE SPARE HEAD CABINET NEXT TO THE RISER THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. d- d � Q � W O W Ln co co Q � 0 L` a 0 m J N I--�--I C U -�-) U 0 4-) v co ,r 0 0 U N 1► O E s PERMIT No:N / A CONTRACT No:C24-014 APPROVAL: JMD DRAWN BY: JMD SCALE: AS NOTED DATE: 3/1 /24 FIRE PROTECTION FLOOR PLAN FP-1 —1- AUXILIARY DRAIN VALVE (NOT TO SCALE) GLOBE VALVE OR EQUAL (1" NPT MINIMUM) 0'-6" NIPPLE AND CAP (NO PLUGS) If ," fl II END OF BRANCHLINE NOTE RUN (OR EQUAL) AUX. DRAIN VALVES TO BE PROVIDED ON 'TRAPPED' PIPING SECTIONS CONTAINING MORE THAN 5 GALLONS OF WATER. (PER NFPA 13) INSPECTOR'S TEST WET SYSTEM ASSEMBLY (NOT TO SCALE) ROOF DECK DETAIL KEY NOTES 1. 1 " SCHED. 40 FROM SYSTEM. J 2. 1" SCHED. 40 PIPE NIPPLE. Of 3. 1" COMBINATION INSPECTOR'S TEST AND 0 DRAIN VALVE WITH INTEGRAL PRESSURE RELIEF VALVE. w F_ 4. PIPE ESCUTCHEONS AND WATERPROOF W PENETRATION. 5. 1" GALVANIZED SCHED. 40 PIPE NIPPLE. 6. 45' ELBOW WITH REDUCING BUSHING AND 5.6K STANDARD COVERAGE SPRINKLER HEAD WITH FRAME ARMS BROKEN OFF. 7. SPLASH BLOCK. 8. SIGHT GLASS. o` 0 a.l 1�1►1f`yGl��7 PIPE SUPPORT - TYPE S16 'SAMMY SUPER SCREW' W/ RING HANGER (NOT TO SCALE) 'Z' PURLIN PROVIDE HEX NUT FOR PULL-OUT RESISTANCE "SAMMY SUPER SCREW" MODEL SDWR - INSTALLED WITH RECOMMENDED NUT DRIVER PLATED FERROUS -THREAD ROD MINIMUM SIZE )UIREMENTS BELOW + PIPE (4" MAX.) ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" um SAMMY SUPER SCREW MODELS SWDR 1" & SWDR 1%" ARE FM APPROVED FOR PIPE SIZES UP TO 4" TYPICAL GOOSENECK ARMOVER (NOT TO SCALE) SEE PLAN FOR ACTUAL ARMOVER DIMENSIONS L SEE PLAN VIEW FOR --_e_ _ ._ --_—__—_—___— RELATIVE BRANCH LINE AND MAIN ELEVATIONS BRANCH LINE TEE OR 90' ELL SCH 40 DROP NIPPLE CUT LONG, FIELD CUT TO FINAL CEILING ELEVATION CEILING ELEVATION PIPE SUPPORT - TYPE S01 TOP BEAM CLAMP W/ RING HANGER (NOT TO SCALE) STEEL BAR JOIST OR BEAM PLATED FERROUS .-THREAD ROD MINIMUM SIZE )UIREMENTS BELOW PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" PIPE SUPPORT - TYPE T03 TRAPEZE USING TBCs W/ RING HANGERS (NOT TO SCALE) UL LISTED TOP BEAM CLAMP W/ LOCK NUT -TYPICAL - STEEL BAR JOIST OR BEAM INVERTED TBC TO PREVENT SLIPPING TRAPEZE MEMBER SEE CHART BELOW PIPE SIZE "A' MAX. TRAPEZE MEMBER UL LISTED SWIVEL RING HANGER (TWO TYPICAL). WHEN SUPPORTING PIPE SIZES LARGER THAN TRAPEZE MEMBER PIPE SIZE, PROVIDE ' HANGER RINGS. HEAVY DUTY" ALL THREAD PIPE SIZES PIPE SIZES + ROD 1" - 5" - CAD PLATED FERROUS ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW UL LISTED SWIVEL RING HANGER PIPE SIZES 4" -- ROD SIZE = 3/8" 8" -- ROD SIZE = 1/2" 1 8'-0" 2" SCH. 40 PIPE 1 1/4 8'-0" 2" SCH. 40 PIPE 1 1/2 8'-0" 2" SCH. 40 PIPE 2 8'-0" 2" SCH. 40 PIPE 2 1/2 7'-0" 2" SCH. 40 PIPE 2 1/2 8'-0" 2 1/2" SCH. 40 PIPE 3 6'-0' 2" SCH. 40 PIPE 3 W-0" 2 1/2" SCH 40 PIPE 4 5'-0' 2' SCH. 40 PIPE 4 8'-0" 2 1/2" SCH 40 PIPE 6 3'-O" 2" SCH. 40 PIPE s 5'-0" 2 1/2' SCH. 40 PIPE 6 7'-0" 2 1/2' SCH. 40 PIPE 6 10'-0" 3" SCH. 40 PIPE PIPE SUPPORT TRAPEZE USING TBCs W/ RING HANGERS (NOT TO SCALE) IV PURLIN "SAMMY SUPER SCREW" MODEL SDWR - INSTALLED WITH RECOMMENDED NUT DRIVER FOR PIPE SIZES 4" AND SMALLER. INVERTED TBC TO PREVENT SLIPPING TRAPEZE MEMBER SEE CHART BELOW PIPE SIZE "A" MAX. TRAPEZE MEMBER 4 5'-0" 2" SCH. 40 PIPE 4 8'-0" 2 1/2' SCH 40 PIPE 6 3'-0" 2" SCH. 40 PIPE 6 5'-0- 2 1/2' SCH. 40 PIPE 6 7'-0' 2 1/2' SCH. 40 PIPE 6 10'-0" 3" SCH. 40 PIPE 1/2" BOLT AND WASHER ARRANGEMENT 1/2" EYE ROD 1/2' CAD -PLATED COUPLING 1/2" CAD PLATED FERROUS ALL -THREAD ROD NOTE: I USE EYE ROD ATTACHMENT TO + + + PURLINS FOR PIPES 6" AND LARGER IN DIAMETER. CAD PLATED FERROUS ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW UL LISTED SWIVEL RING HANGER + PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" AUTOMATIC AIR VENT (NOT TO SCALE) AUTOMATIC AIR VENTING NOTES 1). ONLY A SINGLE AIR VENT IS REQUIRED PER NFPA 13. 2). THE VENT SHALL BE INSTALLED NEAR A HIGH POINT IN THE SYSTEM. (EX. TOP OF A VERTICAL RISER, ELEVATED BRANCHLINE, AND UNDER ROOF PEAKS.) RECOMMENDED INSTALLATION: 1). SHOULD BE INSTALLED OFF THI TOP OF HORIZONTAL PIPING. 2). DO NOT INSTALL AIR VENT OFF THE BOTTOM OR SIDE OF HORIZONTAL PIPING. 3). SHOULD BE INSTALLED NEAR THE END OF SYSTEM BRANCH LINES, WHENEVER POSSIBLE. 4). SHOULD BE INSTALLED OVER AREAS WITHOUT CEILINGS, ABOVE LAY -IN CEILINGS, OR ABOVE AN ACCESS PANEL. 3/4" NPT OUTLET. AGF MODEL 7900V STANDARD DRAIN IS SHOWN. LINE MAY BE INSTALLED. SPRINKLER BRANCHLINE PIPE. SEE PLANS FOR SIZE STABLE :E VALVE WITH CONNECTION SCOPE OF WORK ADD AUTOMATIC FIRE PROTECTION SYSTEM DESIGNED IN COMPLIANCE WITH THE HATCHER ENGINEERING FOR DRAWINGS AND APPLICABLE STANDARDS LISTED WITHIN THESE DOCUMENTS. ACCEPTANCE TEST CRITERIA SHALL COMPLY WITH NFPA-13. SPRINKLER SYSTEM SHALL BE PROPERLY INSPECTED AND MAINTAINED IN ACCORDANCE WITH NFPA-25 STANDARD FOR INSPECTION, TESTING, AND MAINTENANCE OF WATER BASED SYSTEM. HAZARD CLASSIFICATION CLASSIFICATION: PER FOR DOCUMENTS. APPLICABLE NFPA STANDARDS TO BE APPLIED FLORIDA BUILDING CODE (7TH EDITION), FLORIDA FIRE PREVENTION CODE (7TH EDITION), AND THE FOLLOWING CODES AS ADOPTED BY THE FLORIDA FIRE PREVENTION CODE: NFPA 13 (2016 EDITION) NFPA 25 (2017 EDITION) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS THERE IS A LIVE AND DEAD LOAD ALLOWANCE FOR FIRE PROTECTION SYSTEM RUNNING IN THE CEILING OF THE STRUCTURE. REFER TO STRUCTURAL FOR FURTHER INFORMATION. FIRE ALARM SYSTEM REFER TO ELECTRICAL DOCUMENTS FOR ALARMING REQUIREMENTS. FLOW TEST DATA: CURRENT FLOW TEST IS PROVIDED ON THE HYDRAULIC REFERENCE SITE PLAN. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SUPPRESSION SYSTEM FOR THIS FACILITY IS SUPERVISED AND REPORTS SYSTEM STATUS (WATER FLOW, TAMPER SWITCHES, PRESSURE SWITCHES, ETC) TO A MONITORED ALARM PANEL. BACKFLOW PREVENTION AND METERING SPECIFICATIONS THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT IS EXISTING TO REMAIN. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS ALL NEW INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED AND/OR FM APPROVED. 1 3- 41'-1" 40 31/2�- 4{1-3 40 1 2fi 0a. pa Galvalume .5'-0 511C LIRE SPRINKLER RISER DETAIL 6" DI STUB —UP X 6" STEEL RISER 1 � ad F V, A nw0 MATERIAL DESCRIPTION ITEM DESCRIPTION 1 6' 120 VAC ELECTRIC BELL W/ WEATHERPROOF BOX 2 6" VANE -TYPE WATER FLOW SWITCH 3 6' RISER CHECK VALVE 4 6' GROOVED BUTTERFLY VALVE 5 2' ANGLE VALVE (MAIN DRAIN LINE) RISER GENERAL NOTES: 1). ALL OUTSIDE STEEL PIPING EXTENDING THROUGH THE EXTERIOR WALL SHALL BE GALVANIZED WITH GALVANIZED FITTINGS. 2). ALL GROOVED COUPLINGS SHALL BE OF THE "RIGID" TYPE. 3). ALL DIMENSIONS SHOWN ARE CENTER -TO -CENTER DIMENSIONS AND SHALL BE FIELD VERIFIED BEFORE FABRICATION AND INSTALLATION. 4). ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 5). INSTALL ELECTRIC BELL ON OUTSIDE WALL 6). PIPE DIMENSIONS SHOWN ARE FOR THE VALVES AND DEVICES SPECIFIED USING STANDARD GROOVED FITTINGS. O m HYDRAULIC NODE POINT 2' MAIN DRAIN SHALL BE PIPED TO OUTSIDE BUILDING WALL. SUPPLY GALVANIZED PIPING THROUGH WALL WITH 2" PIPE ESCUTCHEONS BOTH SIDES OF WALL 1 I � � I u�' I FINISHED FLOOR $p OI �z I�B W w �Z W I Ix is I� 1 �I 1 ( AS 1 ELL AT BASE OF RISER SHALL BE - RESTRAINED PER NFPA 24 SCALE: 1/2" = V-0 Qt" 12 FIRE SPRINKLER SECTION SCALE: N.T.S. A �H400O C4 N p cp w q0 �W p►����11 Fs� r-III co F� 0 r_� A d C\Z � W O w F� I-+-i I� co F- 4 co co 1-i4 O � � U� w o x rW p 0 3 03 ca A co Lv 0 --I Nco Z U O v co 0 W O N lro E PERMIT No:N / A CONTRACT No:C24-014 APPROVAL: JMD DRAWN BY: JMD SCALE: AS NOTED DATE: 3/1 /24 FIRE PROTECTION FLOOR PLAN SEE HEAD SCHEDULE FOR FIRE SPRINKLER FINISH AND HEAD TYPE FP- 2 --- 0 \ \ EXISTING BUILDING \ NOT I N SCOPE N �71 ® OF PROJECT r'-' ` \ Q 0 Go ''r 144 L J/ �l/ 1/ J/ J/ \a f/ q\ ,!' � Y`....q C11, M H r4/ V / L \ \y Col.) Q ° `�' '� qa\ : �'r i\W �' �a /' w W _Qw 1 /I �"+ 01 r \ X \ *j'%` � o) E'I co \\ , , q rr q r \ i P , \ r r \� `\ Z4 EXISTING FIRE PROTECTION POINT -OF -SERVICE LOCATION: ,-'' �' ❑ TAPPING VALVE AT WATER MAIN / � - EXISTING FIRE , Ir -�g FIRE PROTECTION BACKFLOW PREVENTER LINE CONTINUES TO EXISTIN ❑ OTHER (AT LOCATION NOTED) NEW WAREHOUSE BLDG. BUILDING. (APPROX. 10,000 SQ.FT.) '� w EXISTING z 6" GATE VALVE. z w > d NEW FDC `q r' /'54 d 6" FIRE LINE. ,,-�' d'r ,,.-� CONTINUES TO � `e d �' r,% dEXISTING w EXISTING DOMESTIC WATER NEW 5" STORE\,r' ,r' 6" FIRE d'�'' °� MAIN. FDC CONNECTION\ LINE. AND CHECK VALVL\\ ,- r' EXISTING 6 BACKFLO (BY OTHERS) `�q ,-' d '' PREVENTER. WILKI `e� EXISTING 6" w MODEL 350DA. 1 NG WATER MAIN. d' CONNECT l�� 1 `j�''' di ' 5" X 4" S R DC NEW 6" FIRE LOCAT AT HE EXISTING 6 d' W LINE TO �� dr' BA L PREVENTER �� GATE VALVE. - r.- d ___- ------------.EXISTING 6" �Y M SIDE). FIRE_ LICE: 6" FIRE SPRINKLER RISER LOCATION. NEW 6" FIRE LINE ' LEAD—IN. (BY ERS) dd' d' FFF"`"'lll �P dddr. C\l Lo d' \xlp co co d- d-' dd' 0 w o Lo x A-. cyD N f s~ co dd � d d d' 4 d' ' o U v co EXISTING FIRE HYDRANT 0 o WITH GATE VALVE u (TEST HYDRANT) N W � E FIRE SPRINKLER SITE PLAN, s SCALE N.T.S. PERMIT No:N / A CONTRACT No:C24-014 APPROVAL: JMD DRAWN BY: JMD SCALE: AS NOTED DATE: 4/4/24 FIRE PROTECTION FLOOR PLAN FP— 3