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HomeMy WebLinkAbout7631 Gall Blvd (15)... _ _ . :. PROTECTION CRITERIA LEGEND . OCCUPANCY DISCHARGE PRESSURE HOSE ALLOWANCE MAXIMUM SPRINKLER SPACING DESIGN BASIS , CLASSIFICATION (# OPERATING SPRINKLERS - DESIGN AREA) (GPM) (SQ FT) SALES FLOOR/ INTERIOR GARDEN CENTER 30 PSI (2 AS-2S/1 L) , - CLASS I -IV ON SHELF TO 12 -0 (25 -0 CEILING HEIGHT), 5 0 AISLES; UL LLC TECHNICAL REPORT PROJECT (SH - OPTION 2A) 18 PSI (9 AS-4S/2L & 1 S/1 L) 250 140 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 06151702 SALES FLOOR/ INTERIOR GARDEN CENTER 25 PSI (2 AS-2S/l L) CLASS I -IV ON SHELF TO 12'4" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT (RNC - OPTION 2B) 10 PSI (12 AS-4S/3L) .._ 250 140 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST GONDOLA 10041702 STOCKROOM -GM/GR (SL - OPTION 4) 12 PSI (2 AS-2S/1 L) 250 100 CLASS I -IV RACK STORAGE TO 15 -0 (18 -0 CEILING HEIGHT), 4 -0 I -6 AISLES, UL LLC TECHNICAL REPORT 7 PSI (12 AS-4S/3L) - R 191702 / DRR 09191702 / MRR 09211702 PROJECT 4788122552, NC27954 TABLE 2 SUMMARY OF TESTS, TESTS SRR 04 CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD TENANT/OFFICES (MISCELLANEOUS STORAGE) 0.20/1500 SQ FT 250 130 CLASS i-IV TO 1U-0"; 13: TABLE 13.2.1 AND FIGURE 13.2.1 ENTRY CANOPY (MISCELLANEOUS STORAGE) 0.2017 SPRINKLERS OPERATING 250 130 CLASS I -IV TO 8'-0", MISCELLANEOUS STORAGE; NFPA 13: FIGURE 13.2.1 CURVE OH2, TABLE 13.2.1 . AND 13:11.2.3.4.2 AND A11.2.3.4.2 RESTROOMS/BREAKROOMS (LIGHT HAZARD) 0.10/1500 SQ FT 100 225 LIGHT HAZARD, 13: 11.2.3.1.1, FIGURE 11.2.3.1.1 . AND TABLE 11.2.3.1.2 ENTRY VESTIBULES (ORDINARY HAZARD GROUP 2) MINIMUM 0.20/1500 SQ FT 250 130 ORDINARY HAZARD GROUP 1 (NO STORAGE), 13: 11.2.3.1.1, FIGURE 11.2.3.1.1, AND TABLE 11.2.3.1.2 OR ENTIRE AREA COOLERS/FREEZERS (MISCELLANEOUS STORAGE) MINIMUM 0.20/1500 SQ FT 250 130 CLASS 1-111 TO 17-0" ON SINGLE ROW RACK, 13: TABLE 13.2.1 AND FIGURE 13.2.1 OR ENTIRE AREA TIRE STORAGE AREA (RUBBER TIRE STORAGE) 12 SPRINKLERS AT 15 PSI 250 100 RUBBER TIRES TO 13'-6"; ON -SIDE AND ON -TREAD ON FIXED RACKS WITHOUT EACH OR ENTIRE AREA I SOLID SHELVES; NFPA 13:TABLE 18.4(d) K25 ESFR SPRINKLERS USED TIRE STORAGE (RUBBER TIRE STORAGE) MINIMUM 0.19/1500 SQ FT 250 100 RUBBER TIRES TO 5'-0'; ON GRADE, ON TREAD AND ON SIDE; NFPA 13:TABLE 18.4(a) OR ENTIRE AREA GARDEN CENTER CANOPY (EXTRA HAZARD GROUP 1) 0.30/7 SPRINKLERS OPERATING 500 100 CLASS ]-IV ON SHELF TO 12'-0"; NFPA 13:TABLE 13.2.1; 16.2.12 AND 11.2.3.4.2 RC = RETAIL CEILNG/RNC = RETAIL NO CEILING SL = STORAGE LOW/SH = STORAGE HIGH SRR = SINGLE ROW RACK REFERENCE SPRINKLER PLANS AND SPRINKLER SYMBOL LEGEND FOR oPRINKLERS NECESSARY TO MEET THE DESIGN REQUIREMENTS DRR = DOUBLE ROW RACK * = EXISTING DESIGN CRITERIA TO REMAIN MRR - MULTIPLE ROW RACK OWNER FURNISHED SPRINKLERS AND SPRINKLER SYMBOL LEGEND ACCESSORIES SYMBOL SIZE K-FACTOR FINISH MFR MAKE S.I.N. TEMP STYLE QTY PARE ESCH ESCH ESCH SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR QTY STYLE FINISH QTY ;% VARIES VARIES VARIES VARIES VARIES EXISTING VARIES VARIES ® 3/4" 16.8 BRASS TYCO K17-231 TY7158 155 UPRIGHT 222 6 -- -- -- - PENDENT * -3/w 16-.8 - BRASS TYCG K17-231 -TY7-lZ8 -- 200 AJPRIGHT ---6-- --6 -- --- _..___-- x DEMO DEMO DEMO DEMO DEMO DEMO DEMO DEMO - - PENDENT 3/4" 11.2 BRASS TYCO ELO-231 I TY5131 155 UPRIGHT 1246 24 --- --- -- • MATCH MATCH MATCH MATCH MATCH NEW MATCH MATCH EXISTING EXISTING EXISTING EXISTING EXISTING PENDENT EXISTING EXISTING O* 3/4" 11.2 BRASS TYCO ELO-231 TY5131 200 UPRIGHT 47 6 --- -- --- k_; VARIES VARIES VARIES VARIES BRASS EXISTING UPRIGHT VARIES VARIES X DEMO DEMO DEMO DEMO DEMO DEMO DEMO DEMO SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL UPRIGHT INFORMATION. O MATCH MATCH MATCH MATCH MATCH NEW MATCH MATCH EXISTING EXISTING EXISTING EXISTING EXISTING UPRIGHT EXISTING EXISTING WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS (REFRIGERATION PIPING, RTUs, CABLE TRAYS, ETC.) THESE SPRINKLERS SHALL BE REPLACED WITH SPRINKLERS MATCHING THE NEW WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR SPRINKLERS BEING INSTALLED AT THE ROOF DECK LEVEL. SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED. * INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW SKYLIGHTS AND ON AIR FLOW SIDE (INTERMEDIATE-TEMERATURE ZONE) OF UNIT HEATERS PER NFPA 13. **HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT HEATERS. NOTE: EXISTING PENDENTS ARE WHITE 3/4" 155° VIKING STD RESPONSE WITH WHITE ESCUTCHEONS. THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 38) FOR INSTALLATION PURPOSES FOR THE TY7258 WHEN INSTALLING WITH STYLE 30 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO NEW PENDENTS TO BE TYCO W4251 3/4" WHITE 1550. LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER ESCUTCHEONS TO BE WHITE 401 OR SEMI RECESSED INSTALLATION AS BEEN COMPLETED. DEPENDING ON LOCATION TO MATCH EXISTING. THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 8) FOR INSTALLATION PURPOSES FOR THE TY7258 WHEN INSTALLING WITH STYLE 65/401 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER INSTALLATION HAS BEEN COMPLETED. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CONTACT HAINES, JONES, CADBURY 1-800-459-7099. THE OWNER WILL FURNISH ADDITIONAL SPRINKLERS FOR THE SPARES CABINET. INSTALL SPARE SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION CONSULTANT SITE OBSERVATION. SYMBOL LEGEND SYMBOL I DESCRIPTION sHYDRAULIC REFERENCE NODE E- CAP Q RISER NIPPLE/DROP NIPPLE ® SPRINKLER RISER I INSPECTOR'S TEST/AUXILIARY DRAIN `r� FIRE DEPARTMENT CONNECTION \ HANGER \-\\\ TRAPEZE HANGER ® NEW CONNECTION NEW SPRINKLER PIPE - - - - EXISTING SPRINKLER PIPE -X-X-X- DEMOLISHED SPRINKLER PIPE PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER CABINET FOR ANY NEW SPRINKLERS INSTALLED. SYSTEM _IMPAIRMENT SCOPE OF WORK GENERAL NOTES GENERAL NOTES CONT. REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR THE 1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. COORDINATION, VERIFICATION AND PROVISION OF A 2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN I. THE DESIGN SHOWN ON THESE CONTRACT 7. THE_FIRE PROTECTION ENGINEER OF RECORD FIRE WATCH SUBJECT TO THE REQUIREMENTS OF THE GROCERY STOCKROOM, GENERAL DOCUMENTS IS TO PROVIDE GUIDANCE FOR SHALL NOT BE RESPONSIBLE FOR THE THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS MERCHANDISING STOCKROOM, SALES FLOOR, BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP CONTRACTOR'S FAILURE TO CARRY OUT THE INCURRED AS A RESULT OF THIS PROJECT SHALL BE SEASONAL SHOP, BREAK ROOM AND VISION DRAWINGS AS REQUIRED BY CONTRACT CONSTRUCTION WORK IN ACCORDANCE WITH THE INCLUDED INTHE PROJECT BID AS A SEPARATE LINE CENTER. TO MEET THE DISCHARGE PRESSURE, DOCUMENTS TO THE OWNERS DESIGNATED CONTRACT DOCUMENTS, NOR SHALL THEY BE ITEM. COORDINATION AND VERIFICATION AS TO HOSE ALLOWANCE AND MAXIMUM SPRINKLER REVIEWERS. BASE SPRINKLER DESIGN UPON REQUIRED TO SUPERVISE THE CONDUCT OF THE WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE SPACING A S REFERENCED I N THE PROTECTION O THESE DRAWINGS AND AS REQUIRED BY THE WORK, THE CONSTRUCTION PROCEDURES RESPONSIBILITY OF THEGENERAL CONTRACTOR. CRITERIA LEGEND. SPECIFICATIONS. NS SHOP DRAWINGS MUST INCLUDE FOLLOWED BY THE CONTRACTOR, 2. THE GENERAL CONTRACTOR SHALL REQUEST THE 3. INSTALL L ONE PRV ON EACH SYSTEM RISER AND ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, SUBCONTRACTORS,. THEIR RESPECTIVE STORE MANAGER T G O NOTIFY ALARM CENTRAL OF INSTALL AIRRELEASE V HALVE ON EACH Y CH SYSTEM IN DIMENSIONS,Y METHODS MATERIAL R PERSON AT THE JOB EMPLOYEES OR AN OTHER O THE SYSTEM(S) BEING SHUT OFF FOR WORK AND ACCORDANCE WITH THESE DRAWINGS. DATA, AND ADDITIONAL INFORMATION NECESSARY SITE OTHER THAN THAT OF THE ENGINEERING THE DURATION OF THE SHUT OFF. 4. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE TO CLARIFY THE INTENT OF INSTALLATION. FIRM'S EMPLOYEES. 3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO MODIFIED AS INDICATED ON THE PROJECT CONTRACTOR SHALL PROVIDE PIPE SIZE, 8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE CONTRACT DOCUMENTS. THE SCOPE OF WORK SPRINKLER SPACING, AND SYSTEM CONFIGURATION DOCUMENTS PRIOR TO BID. SHOULD ALARM SYSTEM IS IN TEST. MAY INCLUDE THE MODIFICATION OF EXISTING AS SHOWN. ALTERNATE MATERIALS MUST BE SENT MODIFICATIONS TO THESE PLANS BECOME 4. AT THE END OF EACH NIGHTS WORK, THE GENERAL BRANCHLINES, INSTALLATION OF NEW TO THE FIRE PROTECTION ENGINEER OF RECORD NECESSARY TO PROPERLY COORDINATE THE CONTRACTOR SHALL CALL DIRECT TO THE FIRE LINES, MODIFICATION OF EXISTING RISERS}, OR VIA THE RFI PROCESS AND MUST BE APPROVED SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE DEPARTMENT AND ALARM CENTRAL TO ADVISE THE RE THE REMOVAL AND INSTALLATION OF NEW IN RECORD DOCUMENTS PRIOR TO BID. CONTRACTOR'S RESPONSIBILITY TO OBTAIN WORK IS COMPLETE. SPRINKLERS, MODIFICATION OF EXISTING MAINS, 2. COORDINATE LOCATIONS OF FIRE PROTECTION APPROVAL OF THE CHANGES FROM BOTH THE 5. (FIRST FIRE WATCH OPTION) A FIRE WATCH SHALL BE INSTALLATION OF NEW MAINS, REPLACEMENT OF COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, AUTHORITY HAVING JURISDICTION AND THE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS THE EXISTING BACKFLOW PREVENTOR. TEST POINTS, ETC. WITH ARCHITECTURAL, OWNER'S DESIGNATED REVIEW CONSULTANT IN IMPAIRED OR OTHERWISE DOWN FOR ALTERATION. 5. ALL NEW PIPING SHALL HAVE ANGERS INSTALLED STRUCTURAL, MECHANICAL, AND ELECTRICAL ADDITION TO OBTAINING THE NECESSARY THE APPROVED FIRE WATCH SHALL BE CONDUCTED IN ACCORDANCE TO THE DETAILS LOCATED ON THE COMPONENTS. OBSTRUCTION TO SPRINKLER APPROVALS, THE CONTRACTOR MUST MAKE NOTE BY A DEDICATED, TRAINED WALMART EMPLOYEE FIRE PROTECTION DETAILS SHEET. DISCHARGE MUST BE CONSIDERED DURING SHOP OF ANY FIELD OR COORDINATION CHANGES ON THE WHOSE SOLE RESPONSIBILITY WILL BE TO PERFORM 6. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE DRAWING PRODUCTION AND INSTALLATION; INSTALLATION DRAWINGS, AND THEN MUST HOURLY PATROLS OF THE PREMISES AND KEEP A HANGER SECURED TO THE STRUCTURAL STEEL ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO PROVIDE A SET OF AS -BUILT DRAWINGS ONCE WATCH FOR FIRES AND WILL NEED TO DOCUMENT ONLY, NOT TO THE DECK WHEN THE LENGTH ADDITIONAL COST TO OWNER. REFER TO COMPLETE. THEIR WALK AND REPORT BACK TO THE GENERAL EXCEEDS WHERE STATIC PRESSURES ARE UP SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9. CONTRACTOR MUST VERIFY ALL DROP DOWN CONTRACTOR AND WALMART MANAGEMENT. THIS AN TO 100 PSI AN D 1'-0" WHERE STATIC PRESSURES 3. CONTRACTOR MUST VISIT THE BUILDING SITE TO LOCATIONS AT EXTERIOR WALLS WITH THE PERSON SHALL BE PROVIDED WITH AT LEAST ONE EXCEEDS 100 PSI. DETERMINE THE FULL EXTENT OF THE EXISTING PROJECT MANAGER PRIOR TO INSTALLATION. APPROVED MEANS FOR NOTIFICATION TO THE FIRE 7. CEILING GRID SHALL BE PERMITTED REMOVED FIRE PROTECTION WORK AND EXISTING 10. ALL PIPING MUST BE COORDINATED AROUND DEPARTMENT. IN AREAS WHERE REQUIRED IN ORDERR TOO CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE FRAMING MEMBERS AND PROPERLY INSTALLED 6. (SECOND FIRE WATCH OPTION) A FIRE WATCH SHALL COMPLETE THE WORK NEEDED SUCH AS DEMO AND DISCONNECTIONS, REMOVALS, RELOCATIONS INSIDE THE BAR JOIST. BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM INSTALLATION OF NEW MAINS OR LONG DROPS. IN AND/OR RECONNECTIONS OF EXISTING FIRE 11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL IS IMPAIRED OR OTHERWISE DOWN FOR THIS CASE THE CONTRACTOR SHALL BE PROTECTION EQUIPMENT REQUIRED, AND OBSTRUCTIONS AND PROVIDE SPRINKLER ALTERATION. THE FIRE SPRINKLER CONTRACTOR RESPONSIBLE FOR REPLACING DAMAGED CEILING CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. PROTECTION UNDER OBSTRUCTIONS, AS DETAILED SHALL HIRE AN APPROVED OFF -DUTY FIRE FIGHTER TILE OR GRID DURING THE INSTALLATION. ALL NO EXTRA COMPENSATION WILL BE PAID FOR LACK IN NFPA 13 STANDARDS AS PART OF THE FIELD TO PERFORM THE REQUIRED FIRE WATCH. FIRE REMOVED CEILING TILES MUST BE REPLACED AT OF SUCH DETERMINATION, FAMILIARIZATION, COORDINATION AT NO ADDITIONAL COST TO WATCH PERSONNEL SHALL BE PROVIDED WITH AT THE END OF BUSINESS DAY. AREAS LEFT EXPOSED AND/OR ALLOWANCE. OWNER. LEAST ON APPROVED MEANS FOR NOTIFICATION OF SUCH AS BUT NOT LIMITED TO REMOVED CEILING 4. SUBMIT A REQUEST FOR INFORMATION FOR 12. ALL SPRINKLER DEFLECTOR DISTANCE THE FIRE DEPARTMENT AND THEIR SOLE DUTY SHALL GRID AND CEILING TILES SHALL NOT BE PERMITTED. QUESTIONS REGARDING THE FIRE PROTECTION REQUIREMENTS SHALL BE IN ACCORDANCE TO THE BE TO PERFORM CONSTANT PATROLS AND WATCH 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTS PER RFI PROCESS LOCATED IN THE STANDARDS OUTLINED IN NFPA 13. c) FOR THE OCCURRENCE OF FIRE. FOR HOT WORK PURCHASING AND INSTALLING MATCHING CEILING FIRE PROTECTION SPECIFICATIONS. 13. ALL PIPING PASSING THROUGH CMU WALLS SHALL `- OPERATIONS, A FIRE WATCH SHALL BE POSTED FOR TILES TO REPLACE ANY CEILING TILES THAT HAVE 5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN BE INSTALLED WITH ONE INCH CLEARANCE ON A THE DURATION OF THE WORK AND 30 MINUTES EMPTY HOLES DUE TO SPRINKLER REPLACEMENT. ON THE ARCHITECTURAL DRAWINGS. REFER TO SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). AL THEREAFTER. 9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM MECHANICAL DRAWINGS FOR NEUTRALIZATION CORES SHALL BE COORDINATED WITH STRUCTURAL 7. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT OVER TO NEW SPRINKLER LOCATION UNLESS WALL PENETRATION DETAIL. REINFORCING. CONTRACTOR IS RESPONSIBLE FOR , DOWN AT ONE TIME-.- ------ -- - - HYDRAULICA-LtY-CAt,CULAT€B--CONTRA-CTOR SttALL- 6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE PROVIDING ALL CORING WITH PROPER CLEARANCE ` 8. ANY FIRE DEPARTMENT FEES FOR FAILURE TO INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL FIRE STOPPED WITH AN APPROVED MATERIAL PER - AT ALL CMU WALLS --GENERAL CONTRACTOR SHALL <L FOLLOW PROCEDURES WILL BE AT THE GENERAL OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS METHODS REQUIRED BY PROJECT SPECIFICATIONS BE RESPONSIBLE FOR PROVIDING A TWO INCH < CONTRACTORS EXPENSE. COMPLETE, THE NEW SPRINKLER SYSTEM SHALL AND THE AUTHORITY HAVING JURISDICTION. CLEARANCE AROUND ALL PIPING PASSING 9. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED MEET ALL REQUIREMENTS OF NFPA 13. THROUGH CONCRETE SLABS. THE SPRINKLER AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, 10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS CONTRACTOR SHALL FILL ALL CLEARANCES WITH REMODELING OR ALTERATIONS AND ADDITIONS TO THE WALMART. ALL EXITS SHALL NOT BE BLOCKED, NECESSARY DUE TO PAINT, DAMAGE, ETC.. CONTRACTOR SHALL COORDINATE. FIRE SPRINKLER PIPING AND APPROVED MASTIC. 14. ON THE SALES FLOOR AND SEASONAL SHOP, PRIME REDUCED OR OTHERWISE MADE INOPERABLE WHICH 11. THE CONTRACTOR IS RESPONSIBLE FOR AND PAINT ALL NEWLY INSTALLED PIPE, PIPE ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND MAINTAINING THE FIRE LANES DURING THE DEMOLITION NOTES FITTINGS,AND SUPPORTS TO MATCH EXISTING C .. EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY SPRINKLER SYSTEM UPGRADE PROCESS. THE CEILING. MEANS OF EGRESS ARE ALLOWED. CONTRACTOR SHALL COORDINATE WITH THE STORE 15. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE MANAGER A STAGING AREA FOR MATERIALS AND 1- CONTRACTOR MUST VISIT THE BUILDING SITE TO WITH THE STANDARDS OUTLINED IN NFPA 13. END OF EACH WORKDAY. TOOLS TO BE USED FOR PROJECT PRIOR TO START DETERMINE THE FULL EXTENT OF THE EXISTING FIRE 16. PROVIDE ALL NECESSARY OFFSETS, RISES OR OF WORK. PROTECTION WORK AND EXISTING CONDITIONS, DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED 12. THE SPRINKLER CONTRACTOR SHALL BE BECOME TOTALLY FAMILIAR WITH THE BY BUILDING CONDITIONS. RESPONSIBLE FOR PREPARING THE SHOP DISCONNECTIONS, REMOVALS, RELOCATIONS 17. EXAMINE THE JOB CONDITIONS AND VERIFY ALL HYDROSTATIC TEST DRAWINGS, HYDRAULIC CALCULATIONS AND AND/OR RECONNECTIONS OF EXISTING FIRE MEASUREMENTS, DISTANCES, ELEVATIONS, APPROVAL (BY THE ENGINEER OF RECORD AND AHJ) PROTECTION EQUIPMENT REQUIRED, AND CLEARANCES, ETC. AS WELL AS INSTALLATION. CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. 18. ARCHITECTURAL AND ELECTRICAL BACKGROUND BUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS 13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE CONTRACT SCOPE OF WORK SHALL BE HYDROSTATICALLY TESTED DOCUMENTS, AS OUTLINED IN THE PROJECT ALLOWANCE. DOCUMENTS FOR LOCATIONS, SIZES AND IN ACCORDANCE WITH NFPA 13. MOREOVER, THE ESPECIFICATIONS, TO THE FIRE PROTECTION ENGINEER RECORD FOR APPROVAL. AFTER THE 2. UNLESS INDICATED OTHERWISE, DISCONNECT AND QUANTITIES OF OTHER TRADE WORK. FOLLOWING TWO (2) HYDROSTATIC TESTS SHALL BE IS APPROVAL S GIVEN, THE CONTRACTOR MUST REMOVE ALL EXISTING FIRE PROTECTION 19. SPRINKLER SPACING SHALL BE PER NFPA 13 PERFORMED BY THE CONTRACTOR: SUBMIT TO THE AUTHORITY HAVING JURISDICTION COMPONENTS NOT INTENDED TO BE REUSED. UNLESS OTHERWISE NOTED ON PLANS AND/ OR 1. THE FIRST HYDROSTATIC TEST SHALL BE FOR INSTALLATION PERMIT. 3. DISCONNECT, RELOCATE, AND RECONNECT PROTECTION CRITERIA LEGEND. PERFORMED THE CONTRACTOR PRIOR TO PRIOR 14. THE CONTRACTOR SHALL COORDINATE WITH THE EXISTING FIRE PROTECTION SYSTEMS AND 20. INTERFACE SPRINKLER SYSTEM WITH FIRE SCOPE START OF SPRINKLER SYSTEM SC STORE MANAGER ON THE AREA TO BE WORKED ON EQUIPMENT WHERE REQUIRED. PROTECTION SUPERVISORY SYSTEM. WORK ("PRE -SCOPE HYDRO TEST"); AND AT LEAST 24 HOURS IN ADVANCE. 4. NOTE CAREFULLY THAT THE FIRE PROTECTION 21. ALL MATERIALS SHALL BE UL LISTED OR FM 2. THE SECOND HYDROSTATIC TEST SHALL BE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS ARE INTENDED TO INDICATE, ONLY APPROVED. SPRINKLER PIPE SHALL BE PERFORMED BY THE CONTRACTOR AFTER DAMAGE TO ANY OF THE STORES CONTENTS DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL MANUFACTURED TO STANDARDS RECOGNIZED BY COMPLETION OF CONTRACT CSCOPE OF WORK (MERCHANDISE), OR THE BUILDING COMPONENTS AS CHARACTER AND LOCATIONS OF THE WORK NFPA 13., THREADED PIPE SHALL HAVE A POST -SCOPE HYDRO TEST'). A RESULT OF THE WORK SHOWN ON THE CONTRACT INCLUDED. PROVIDE ALL WORK OBVIOUSLY CORROSION RESISTANCE RATING OF 1.0 OR DOCUMENTS. INTENDED, BUT HAVING MINOR DETAILS OMITTED OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE THE HYDROSTATIC TESTS ON EXISTING SPRINKLER 16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR NOT SHOWN. COMPLETE AS REQUIRED TO USED. THREADABLE THINWALL PIPE WITH SYSTEM SHALL BE CONDUCTED AT A PRESSURE OF REPLACE ANY LEAKING COMPONENTS AFFECTED BY PERFORM THE FUNCTIONS INTENDED. FOLLOW THE CORROSION RESISTANCE RATING OF LESS THAN 1.0 200 PSI FOR 2 HOURS. NEW SYSTEMS SHALL THIS SCOPE OF WORK AT NO ADDITIONAL COST TO CONTRACT DOCUMENTS FOR BUILDING DETAILS SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS. TESTED PER PRESSURE. REQUIREMENTS OF NFPA 13. THE OWNER. AND FIT THE WORK OF THE FIRE PROTECTION 22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, DRAWINGS AND SPECIFICATIONS THERETO. MODEL NO. PBA248, ELECTRIC BELL BY POTTER THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR 5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE DAMAGE TO CONTENTS OR BUILDING OCCURRING TO AN APPROVED DUMPING SITE AND CLEAN ALL AS REQUIRED BY AUTHORITIES HAVING DURING THE "PRE -SCOPE HYDRO TEST" PROVIDED ALL WATER SUPPLY FIRE PROTECTION WORK PRIOR THE PROJECT JURISDICTION. PROVIDE NEW DOUBLE POLE VANE COMMERCIALLY REASONABLE MEASURES NECESSARY COMPLETION. TYPE FLOW DETECTOR, OR PRUDENT TOPRO ECT CONTENTS OR BULD NG INFORMATION 6. PERFORM ALL WORK ACCORDING TO THE PROJECT POTTER E ECTRIC S GNAL OF ST.00UIS, MISSOURI. COMPONENTS WERE FOLLOWED FOR APPROPRIATE - PHASING SCHEDULE INFORMATION FOR THIS SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS. - TEST STATIC AT SRC: 55 PSI TEST PROCESS. CONTRACTOR SHALL COMPLETE PROJECT. PROVIDE ALL NECESSARY FIRE MOUNT WATER FLOW INDICATORS NO HIGHER THAN REPAIRS AND / OR REMEDIATION TO EXISTING PROTECTION WORK TEMPORARY AND/OR 6 FEET ABOVE FINISH FLOOR POINT OF CONNECTION SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES TEST RESIDUAL AT SRC. 50 PSI AT 1030 GPM OTHERWISE, AND USE WHATEVER MEANS 23. ALL SPRINKLER SYSTEMS THAT ARE TO BE O IDENTIFIED DURING PRE -SCOPE TESTING AS AN INFORMATION DERIVED FROM A WATER REPORT BY NECESSARY, TO CONFORM TO THE REQUIRED MODIFIED SHALL BE HYDROSTATICALLY TESTED PER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦ ADDITIONAL SERVICE. (CUHACI & PETERSON) FROM A FLOW TEST CONSTRUCTION PHASING OF THE PROJECT. NFPA 13 PRIOR TO SPRINKLER SYSTEM . I THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE 11 12 STATIC /RESIDUAL HYDRANT FOR DAMAGE CONTENTS OR BUILDING OCCURRING CONDUCTED O 00 AM EST. N11/05/20. THE TEST WAS CONDUCTED 7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR MODIFICATION AND SHALL BE RE -HYDROSTATICALLY I I REPLACING ITEMS DAMAGED DURING DEMOLITION TESTED AFTER COMPLETION OF WORK. I I DURING THE "POST -SCOPE HYDRO TEST" PROCEDURE AND CONSTRUCTION. 24. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE I ORIGINATING IN EXISTING OR NEW SYSTEM FLOW TEST ELEVATION: 100.0 FT AMSL 8. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ANY ATTACHMENTS TO THE METAL ROOF DECK OR COMPONENTS. CONTRACTOR SHALL COMPLETE BUILDING PAD ELEVATION: 100.0 FT AMSL ADJACENT SURFACES LEFT UNUSED AFTER EXISTING JOIST BRIDGING. 1 REPAIRS AND / OR REMEDIATION TO EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND 25. SAMMY SCREWS ARE NOT PERMITTED. I SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING: VACATED FROM THESE HOES. 26. CEILING FLANGES ARE NOT PERMITTED. II IDENTIFIED DURING POST -SCOPE TESTING AT NO 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND 27. PROVIDE RETAINING STRAPS ON HANGERS WHERE I FLOW HYDRANT 1,C,2'g(:3 4 5 6 C7) 8(:9(10) 13 14 15 ADDITIONAL COST TO WALMART. + 0.0 PSI DUE TO ELEVATION DIFFERENCE MAINTAINING FIRE DEPARTMENT ACCESS ROADS REQUIRED. f 11 � _ I WHEN CONDUCTING HYDROSTATIC TESTING ON BETWEEN TEST AND BUILDING THROUGHOUT THE PROJECT. 28. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER • C�)- _ SYSTEM 3�- I7----- OINTiNG SYSTEMS AS REQUIRED BY NFPA 13,RACTOR SALL TAKESCH ACTIONS AS MAY BE -5.0 PSI WALMART SAFETY FACTOR 10EMOLITION SHALNKLER LnBE EFT IN SERVICE S NOT ASSOCIATED TH THE HEATEYD LOCATIONS AND PIPE ROUTING SUCH DO NOT IINTRFERE WIH NORECEVEHAT I T . 7.894 SQ PT. I NECESSARY TO REDUCE POTENTIAL DAMAGE TO DESIGN STATIC AT SRC: 50 PSI 11. THE CONTRACTOR SHALL PROPERLY NOTIFY THE DAMAGE FROM THE NORMAL OPERATIONS OF THE _ RISERS CONTENTS AND BUILDING DURING EXECUTION OF DESIGN RESIDUAL AT SRC: 45 PSI AT 1030 GPM LANDLORD. THE LESSOR AND THE ADJACENT AREA. I I , I -' - -"� ` I I I I I I I SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO THE TENANTS A MINIMUM OF 48 HOURS IN ADVANCE , I , FOLLOWING: BEFORE PROCEEDING WITH THIS WORK. ALL WORK it , 1., USE OF LOW CAPACITY PRESSURE PUMP TO SHALL BE SCHEDULED IN ADVANCE., I BREAK j I OTHERS t , INCREASE PRESSURE IN SYSTEM AT I I INCREMENTAL RATE TO LIMIT SURGES IN H - - I - - I -_ ___ _ _ -I -- i -1 - r- AIR RELEASE VENT GENERAL UNDERGROUND APPLICABLE CODES SYSTEM; AND 2. PROVISION OF WORK STAFF DEDICATED TO , (: ' MONITORING THE IMPACTED SYSTEM AREA NOTES DURING PRESSURE APPLICATION AND DURING 2 HYDROSTATIC TEST FOR SIGNS OF SYSTEM ONE AIR VENT MUST BE INSTALLED ON ALL WET TYPE CODE STANDARD EDITION FP 2 COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ. FIRE PROTECTION SYSTEMS INCLUDING SYSTEMS NOT 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC NFPA 13 2013 FT. AREA); AND AFFECTED BY THE REMODEL SCOPE OF WORK. EACH REFERENCE ONLY. NFPA 25 2014 1 1 1 I I I 1 I I I FFPC 6TH - - - - - - - - I i I SYSTEM 5 SYSTEM 4 SYSTEM 2 I II SYSTEM 1 E INSTALLED 3. MAINTAINING DEDICATED PERSON AT SYSTEM CONTROL VALVE IN CONSTANT AIR VENT IS TO BE INSTALLED AT THE HIGHEST POINT OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE Z. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF AVAILABLE. COMMUNICATION WITH SYSTEM MONITORS TO CONTRACTOR IS RESPONSIBLE FOR LOCATING THE 3. NO NEW WORK UNLESS OTHERWISE NOTED. SHUT OFF TEST PUMP AND DRAIN SYSTEM IN HIGHEST POINT OF EACH SYSTEM AND INSTALLING THE EVENT OF SYSTEM FAILURE OR LEAK; AND 4. PROVISION OF READY SUPPLIES PRIOR TO START OF TESTING TO FACILITATE DAMAGE AIR VENT IN AN ACCESSIBLE LOCATION. IF THE AIR VENT IS TO BE INSTALLED ABOVE AN EXISTING CEILING THE CONTRACTOR MUST PROVIDE SIGNAGE PER NFPA CONTACT INFORMATION PLACARD INFORMATION MINIMIZATION IN EVENT OF SYSTEM FAILURE 13. REF 3-FP3. DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS (TARPS / PLASTIC SHEETING, WET / DRY VACUUM ETC.); AND 5. COVERING HIGH VALUE EQUIPMENT PRIOR TO PROVIDED BY THE FOLLOWING CONTACTS: THE FOLLOWING INFORMATION MUST BE SHOWN ON TESTING; AND 6. LIMITATION OF TESTING TO ONE SYSTEM AT A TIME; AND 7. TESTING OF SYSTEMS DURING OFF HOURS / I THE PLACARDS FOR EACH UL PERFORMANCE BASE DESIGNS. USE A PLACARD FOR EACH CALCULATED DESIGN. PLACARDS SHALL BE ENGRAVED METAL SIGNS. REFERENCE SPECIFICATIONS FOR ADDITIONAL CIT OF ZEPHYRHILLS FIRE DEPARTMENT: BRIAN SWARTOUT, FIRE CHIEF ' (813) 780-0020 WITH 1 1 OVERNIGHT. INFORMATION. PLACARDS TAT AR E - - 145,631 SQ �T - - 45,019 SQ FT- - fi-44,264 SQ FT- ---t - 39,153 SQ FT- - ,- INDICATION MIC. I (MICROBIO OGICAi I THERE IS NO LLY INFLUENCED D - - i - - I - I - - - I - I I - I - _ I - - I _ -I - I - I CORROSION) IN THE EXISTING BUILDING. ( )-- i GROCERY I GM I I I I I I I I I I I � - -- - _ - - - - - - -- -1--- , 1 l - I I I I I I I I I y I \ I _ - - --- --I I ;l iI 1 RELOCATE EXISTING 4" MAIN M . VISION r I i I FP2 + r� B - - - I- - - - - - - . T 1- 7------- "- - ; 1 � - - - -,,7,F - DEMOLISH EXISTING PIPING AND �I L _:. - -- _ _ ... _ I. SPRINKLER IN THIS AREA. CUT AND CAP -- - - t . - -- Ai \- * __ EXISTING PIPING.: -----_.- vI I , ---- -- - - - FUTURE' � ! I i I I Hl I ! ; i , I - I . --- F77 L LHEALTH ONCE THE SPRINKLER PROTECTION IS REMOVED, (: A - - - - --1:1 - - - -_I - - %THERE SHALL NO OCCUPANCY OR STORAGE IN THIS I.j ­ MONEY CTR! _ AREA I NEW HEALTH CLINIC IS NOT A PART OF THIS PERMIT. 1 _.s UNDERGROUND PIPING SHOWN RELOCATE EXISTING INSPECTORS TEST AND ADD A . L, 0 20' 40' 60' FOR HYDRAULIC CALCULATION DRUM DRIP CHAMBER AND A SECOND VALVE. ' i �L�� z PURPOSES ONLY. OVERALL FIRE SPRINKLER SCALE: 40'4' z } -.. . •- - - . . . __ - INFORMATION WRITTEN PERMANENT MARKER WILL NOT BE ACCEPTED. SYSTEM #: X AREA: X SPRINKLERS CALCULATED: X SPRK END HEAD PRESSURE: X HOSE DEMAND: X SYSTEM FLOW DEMAND: X SYSTEM PRESSURE DEMAND: X SYSTEM SAFETY FACTOR: X INSTALLING CONTRACTOR: X UL PERFORMANCE BASE DESIGN PROJECT 4788122552, NC27954 SHEET INDEX FP1 OVERALL FIRE SPRINKLER PLAN FP2.1 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 1 FP2.2 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 2 FP2.3 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 3 FP2.4 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 FP2.5 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 5 FP3 FIRE PROTECTION DETAILS THESE LAYOUT DRAWINGS WERE PREPARED BY THE SPRINKLER CONTRACTOR BASED ON THE DESIGN DOCUMENTS PROVIDED BY THE ENGINEER OF RECORD, ADD 1 PLANS DATED 1-27-21 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS_ CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR tHA,LL CAREFULLY COORDINATE NEW WORK AND DEM N WITH ALL OTHER DISCIPLINES AND EXISTING C S. _ . STORE ADDRESS 7631 GALL BLVD ZEPHYRHILLS, FL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE,WORKERS WITH THIS KNOWLEDGE. �-1 = co h- f 3Q . 4 3-: --� i 9O J �jJ v J - LL x v� J .� Q QQ W h- � Scn Nw ��ft YO go �w 3LL a a: Q z U) J �� `p ,- -) 6,� � �© ©J O % L"L" -�� - U) ,N J R� a) 9or O O mO n J i J 0 z cM ^,, a CD - A== 1w N � � - 6 ID I v, 9' i V R2 w M 2 z O ISSUE BLOCK � ADD#1 L. - - - t­ I ­ --d -. ------ .. - CHECKED BY: RT � DRAWN BY: EG j PROTO CYCLE: .- DOCUMENT DATE: 7-9-21 Z O ON d- U) P-4 M _ M . Z ~ tY N Lj E--i X I-1 H h-q W OW 04 U z 0) t- o � co co 0000 `_ OO H � O4 ­400 04 P'Ow x� � 04 P -, M O 0_0 p-I 04 o FT" z PLI a, W o 04 a � H W .J LLJ �- Pr, o v OVERALL FIRE SPRINKLER PLAN SHEET: FP1 Y aluL •— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — c r C -7777 SPOOL MIK o �51�i��31�i��5i�i�LAN IP gommom CHECKED BY: EGI DRAWN BY: _RT PROTO CYCLE: DOCUMENT DATE: .7-9-21 1 Z O� 0 d N L+J U w ' ff""T'1 H H H L,J 0 U_ CO co p do O O 0 co a �' o z w �ui J E-+ F- z O V ENLARGED FIRE SPRINKLER PLAN SHEET: FP2 s _N _ __ __ ____ ____ _ _ _ ______ _ __ __ _ _________ __ _ ____________________________._._.______—_______—__________—____________—_______________ ____ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ I SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS -4 SPRINKLERS / 3 LINES) 250 GPM HOSE 11 12 13 140 SQ FT MAXIMUM SPACING CLASS 14V ON SHELF TO 12'-0" (25-0" CEILING HEIGHT), T-0" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 8 I i I I 11 1 SUMMARY OF TESTS, TESTS GONDOLA 10041702 1 ( ( ( 0 1 -6 17 6 18 6 19 6 I I 1 N, 1 �- --- -1 8' -- 0" �I, 11' - 0" 1 11' - 0" T - 6" I Ii} Y I Y + + II I I60 ,I I�, + Y I Y + + 11 I I I N I zo + + + + + 1 1 I I I a I I ! I I I + + 7 + 7 I I I I N I o I I ! I I II I I I I I I� I I 1 I I 11 80 I I I I I I I T T T T T T T T , I I I zo I P- r r r T =1 60 I I I N I pp II 1 127 14L 163 I I I I t o I I I 1 I I I I N 126j 14a 162 ' - 66 I II I N ! 60 I I 1 °' I N I a0 I `°� (M I 1 00 I 1388 I I 1 I L 4 -6- 5'-3" 10'-6 I I\ 1 1 H ',I I I I I I ib I 1 I I I , (174) 15 + + + +1 +125 t 143+111 I 1 N II ..® .�. I+ + .d I T T" + T T I I I N I O I I I I E0 I I I I I , I 1 1 [♦� ♦ ♦ !. ♦ + ♦ ♦ ♦ ♦ I � T T I T 1 ¢ 105 1 T 106 1 I t o I 1 I 1 I I I I N I I I I zo 0 1 N I I I I 60 I I I I , I I 1 r C I 20 6 6 6 N. -' 6 ♦ 21 6 ♦ 22 6 ♦ 23 - - - - - - - - - - - - - - - - - - - ( 1 N I o I I I I T-11" 1 13'-0" 1 13'-0" 1 13'-0" I ,10 13'-0" I a, I-11z 7 1 I I I oo I I I I I N s I 1 I I= + + I I I I 1 I I I N I zo I I I 1 1 ( I I O I I I N I I I I t o I I I I I 1 1 N ' I I I N I oo I I I I t I I I I I I 1 II II N II O i + + + + + + I N 33 3 3 `° 3 3 3 3 3'8" I 24 25 26 27 ♦ ;;:r. 29 ♦ 30 - 31 - 32 •O 15 -0 � 0' 6' ♦O 13 -6' N �28 13'-6' 10 -0' �11 01, O11 0 33 I I { t T I I I 1 ''j 1 N bo I I I N l o I I I I I I I N I I I I I (B) II,, ;_ -V - - V- F Hydraulic Information Remote Area Name System 1 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 362 GPM Total Pressure Required 37.36.psi- Base of Riser 362 GPM Base of Riser 37.36 psi Safety Margin +11.92 (24.19%) Hydraulic Information Remote Area Name System 1 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 676 GPM Total Pressure Required 26.78 psi Base of Riser 676 GPM Base of Riser 26.78 psi Safety Margin +20.92 (43.86%) IN -6 10' - 6"= Hydraulic Information Remote Area Name System 1 Seasonal Shop - 2 Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 30.00 psi K-Factor 11.2 Total Water Required 373 GPM Total Pressure Required 44.05 psi Base of Riser 373 GPM Base of Riser 44.05 psi Safety Margin +5.19 (10.54%) 7t 9 STOCKROOM - GM/GR (OPTION 4) 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 7 PSI (12 SPRINKLERS -4 SPRINKLERS / 3 LINES) 250-GPM 100 SQ FT MAXIMUM SPACING CLASS I -IV RACK STORAGE TO 164712-0" (18'-0" CEILING HEIGHT), 4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 / DRR 09191702 & 09261702 / MRR 09211702 Hydraulic Information Remote Area Name System 1 GM Stock - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 12.00 psi K-Factor 16.8 Total Water Required 367 GPM Total Pressure Required 23.70 psi Base of Riser 367 GPM Base of Riser 23.70 psi Safety Margin +25.56 (51.88%) OPME AWL _111 I IIMM�Mlil Hydraulic Information Remote Area Name System 1 Seasonal Shop - 9 Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 9 @ 18.00 psi K-Factor 11.2 Total Water Required 692 GPM Total Pressure Required 38.18 psi Base of Riser 692 GPM Base of Riser 38.18 psi Safety Margin +9.42 (19.79%) 10 Hydraulic Information Remote Area Name System 1 GM Stock - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 7.00 psi K-Factor 16.8 Total Water Required 804 GPM Total Pressure Required 25.03 psi Base of Riser 804 GPM Base of Riser 25.03 psi Safety Margin +21.81 (46.56%) /11WEA 11 I I N I I T I I N o 6 � I ' 201 12'- 0" 12' - 0" N N I I I 063 I202 o tN I 1 � 2oa � 205 I I I I P-- � N 207 7 I ' 208 II N I I I I I I I I I co oo N I bzo T I � I I I 11 I I N I Eq " 6 N ii ' 6 T-11" I - I � I 1 s I � 6 ♦ 3 ♦ 3 3 N 3 I I 15'-0" I 10'-6" I 13'-6" I b 13'-6" I 18 N14 I 15 I 1 I l 0 1 1 I I t N 1 I I I �II I I I I N I o 1 1 I I � I ICI I { I ! o I I I I I I l 0 1 1 I I I N I in 1 1 I I I N I I I I N I O 1 1 T T I T 1 III I I I t o I I I I I N I I 1 I I I t o I I I I I N I I I I t o I I 1 I I N I I I nF- 12 EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. i a! m a %0 0 0� O� LL 0 rn JI 1 W 0 0 n Co C> O N J O Z LO o o N Vi 0O ch a' Cn Uj N Ix w m z m O ISSUE BLOCK CHECKED BY: W DRAWN BY: RT PROTO CYCLE: DOCUMENT DATE: 7-9-21 Z O d' V L a--1 �1 o I- L,J U E-1 H H W LLJ O U � z 0) CO CO MT_ 00 W O Z � � O N 00 N w E-+ GQ O ao Q, O �' z -0 o w W Ld Ld F- N O V OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 1 SHEEFP2.1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W SEE FP2.3 FOR CONTINUATION N —3— — • — � 3 ♦ L3 — — — ♦ —3— — — • — 3 — — — ♦ 3 — -�- • — 3 — — • 3 — — 3 — — • � —3— — — _ `���� _ CV 42 43 44 (45) O 47 O 39 85 37 49 51 N I 13' - 6" I 0' - 1 " 2 13sa �// 13' - 6" 1 15' - 0" I 15' - 0" ( 13' - 6" I 13' - 6" N I �13' - 8" I 13' - 6" { 15' - 0" I N N I it I I I I o I I I I I 1 I I ( o I I I I N c4 t o ! I I 1 I I ( I ( o I I I I N N N I o 1 I I 1 I I I I N I o I t I I CG)-- C14 N- 1 O I ! N N I I I I I I f o I I I I 1 N I o I } I I I I N I o I I I N I o I I I I } I N I o I I I o ! ! I I I I I t o I I I N N I o I I I I I I N l o I I } N I o ! I I I ! I N I o I 1 I I co I I I I I I I I Ibo I I I I t o i I I I I I t o I I I N l N so I I I I I I l ao 1 ! I + ' + N I o i I I I I I I N I o I I I ! 60 I ! # I I I 1 0o I I I + + N I o I I I I I I I N I o I I I ip — -- 1 — —1 — 1 — —1 — 1 bo- 1 V3/PERATIONAL FLEXIBILITY SYSTEM 2A 2" = 1'-0" SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING CLASS I -IV ON SHELF TO 12'-0" (25'-0' CEILING HEIGHT), 5'-0' AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10041702 Hydraulic Information Remote Area Name System 2 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 362 GPM Total Pressure Required 39.78 psi Base of Riser 362 GPM Base of Riser 39.78 psi Safety Margin +9.5 (19.27%) Hydraulic Information Remote Area Name System 2 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 678 GPM Total Pressure Required 39.86 psi Base of Riser 678 GPM Base of Riser 39.86 psi Safety Margin +7.83 (16,42%) 8 9 10 t o I ! 1 I I 1 i o ! I I N( bo I ( I I I 1 `� I bo I r�T����T� ___r_� +1 + + ¢ 1424 397 1389 N Izo,I I I I I ! N l ao I ! 1 - + + I + I - ' 425 398 1370 I O 1 1 I I I I 1 o I I I + + + + 428 ¢ 399 O 371 ' N( o I I I I I I I I N co 1 I I I I I I bo f ! ! I 427 ¢ 400 ' 372 ' N I o l ! I I I I N I o L= I--_— 1 80 I I I I I I I l a0 T T — p-�.� - -- - ---1- - -- - -.,- - - ---- — - - - - �- - ! o I I I I I I ! C)I I I I N I 60 I 1 I I I I I N I -0 I I I I + + + + + + t o I I 1 t I I t o I I I N l 60 I I I i I I I N I bo I I I + + I + + + + t o I I i 1 I I I I o I ! I I N l oo I I I I I ! N I A I I I N I o I I I N 1 bo I I I I hI I I zo+ + I ! I Y t o I I I I I I t o I I i N I co N l co N l 60 I I I I I I N l bo I I I + + + + + + t o I I I I I 1 ! o I I I N N I co I I II, I ,I�, I I, 1 80 Y �I ,�I, I ,I�, + `+' Y Y t o I I I 1 I ! ( o I I 1 N I I I I 1 I I I N I co I 1 I I + + + + + + I= I I I I I I I= I I I N 1 a0 1 I I ! I I N I bo, I I I T I T+ + + + t o I I I I I I t o I I I N 1 bo N I I I II,1, a, I Y I _ V I N 1 bo I 1I I I I I I II I �I `� 1' N 3 ----} 54 13'-6" 'T' 55 3 + ( 3 ----A ----+ 13'-6" 13'-6" 'i' 3 +3 -----}-0-----+0 57 58 015'-0" 1 hI 'i' 3 - - --� 59 15,-0" 13'-6" 1 04 1 1 1 1 1 N I A c I I I I I I I N OPERATIONAL FLEXIBILITY SYSTEM 2B 3/32" = V-0" N _3 I 3 I 3 I 3I � " 81 n 62 n 63 � " � 13 -6 , 13'-6 �13'-6 �6 -10 ( 8 -2n EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. STORE ADDRESS 7631 GALL BLVD ZEPHYRHILLS, FL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING 1 A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO i FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W Co M %61 N M O ©� D O U_ vJ' ) 04 N J u; 0 O� — 'O 69 > F_ o m � O M o QI� W N 0 ..i.. O F_ W N W m a Z Co O F, CHECKED BY: EG; DRAWN BY: RT PROTO CYCLE: DOCUMENT DATE: 7-9-211 Z O M W OCY- I— I+i Ld U N-N I�1 H H H L,J O U_ Z CO 00 CrJ 0000 C) CO N C a0 �W N 1•-�-I O� 0 00 W O Z O Ilk Qi W J Ld F-- w O 0 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 2 SHEET• FP2.2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 4 I 53 I IA I i l l N NN _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1- - - - - - - - _ - _ _ _ \ I \ I J' J\ J\ s 13�rr\ 3 �\ 3 �\ 3 �3 y 3 c�k\ 3 \ 3 0\ 3 �\ 3 �\ 3 I 3 i 3 i SEE FP2.5FOR F.- -i-- _�____-------� ---�-N---�-------------- -- - -- -- -*3— CONTINUATION _ _' ( co 2'-6" 9'-0" '9'-0.1 9'-0" 9'-0" 8'-0" I 1U-0, I 1-'-0" ( 10'-0" 10'-0" I 18'-11" 10'-6" \10'-8" \ \ \ � �r N .J �I, 6 - 1 T - 5 _ �, I 1'-6"5'-10" ) ALj /Vl\ H cv CV ,396 UPSIZE EXISTING SYSTEM 4 3" MAIN _f 4" r �n NO HEAD SWAP ON SYSTEM 3. SEE FP2.1 FOR � VIEW SHOWN FOR MAW � (- � , I � � CONTINUATION I — _ SYSTEM 2 3" MAIN TO 4" N I cc EE t� FOR e ( H ON N TON J-- — r Ld 4t `s FIRE SPRINKLER CONTRACTOR SHALL INSTALL AUTOMATIC DESCRIBED IN SPECIFICATION AIR VENT AS 13900. VERIFY , 1 - 1 THAT THE AUTOMATIC IS AT THE HIGHEST AIR VENT LOCATION POINT OF THE SYSTEM. STORE ADDRESS 7631 GALL BLVD ZEPHYRHILLS, FL EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXACT "AS-BUILF" CONDITIONS: CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE CHECKED BY: EGI DRAWN BY: RT' PROTO CYCLE: DOCUMENT DATE: 7-9-21 O % O I- cy- E-+ LJ U H /--1 H H W w O � i I I �r^ W 00 co 0 00 c' O �4 00 gi 0 00 a w Z � asUJ J Lil oF— U W O u OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 3 ` SHALL FIELD VERIFY ALL EXISTING CONDITIONS I TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING SHALL CAREFULLY COORDINATE NEW WORK AND 1 THE WORK PROPERLY. NO ADDITIONAL SHEET - DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF FP2.3 EXISTING CONDITIONS. 1 CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. z Hydraulic Information Remote Area Name System 4 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 25 GPM Flowing Heads 2 Q 25.00 psi K-Factor 11.2 Total Water Required 137 GPM Total Pressure Required 40.29 psi Base of Riser 137 GPM Base of Riser 40.29 psi Safety Margin +9,59 (19.23%) Hydraulic Information Remote Area Name System 4 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 678 GPM Total Pressure Required 44.75 psi Base of Riser 678 GPM Base of Riser 44.75 psi Safety Margin +2.94 (6.17%) SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING CLASS I -IV ON SHELF TO 12'-0' (26-0" CEILING HEIGHT), T-0" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10041702 I 5 6 7 "! o I I I I { 1 160, 1 I I I I I I I I 1 I I 1 I l o I I I I I I I f1 I IF 1 I I ED I I L_- I--- ---I_ 1 777 1 ¢ 749 721 1+ + + + + + + + I o I I I I I I I L .L _ _ ..� I 1 1 I II z hI' �I II /'III I 1 - I 1 1 I + + I I I I I o I I I I I 1 1 1 ! I I 1 i I EO I I I I I I I 1 775 747 +109 1 +I + + + + + + + 1 I I I 1 N I o I I I I I I I ao I I I I ! -+_ -+_ I I I I I o I I I I I I I I I I I I zo I I I I I I I + + + + + + + + I I I I I I Ii I + + + + + + + I I i t I I I N I I I I f I I I I + + + + + + + 4 I I I t o I I I I I I I I I I i 1 60 1 1 I I I I I I I + + + + + + + + I I { N I A I I I I I 1 I N I o I I I I I I I I I I I b0 I I I I I I I !+ + + + I + + ' I I I I o 1 I I I I I I I I I N I A I I I I I I I I I I I I o I I 1 I I { I I I + + + + + + + + I ! I N I o I I 1 I I I ! I I I I I I co I I I jI I I I T + + + + + + T I 1 I I I 60 1 1 1 I 1 1 I I I + + +: + + + + T I I I N I o I I I I I I 11 I {�I} I I �I o0 �I (�I} �I I �I �Ij 1 3 'r' 3 + 3 " �i' N 3 'i' 3 `i' 3 'i` 3 1' 3 'i' 3 'i' 3 ■-} -----4 -----} --- -}—/\ ----4 -----i ----+ ----� ----} -----} — -- 80 81 82 c V 84 85 86 95 88 92 89 14'-0" I 14'-0" { 14'-0" N { 14'-0" { 14'-0" ► 13'-6" ( 13'-6" { 13'-6" ( 13'-6" { 13'-6" { B---- ---- I� -- -- --- -'- I I i N1� I I I I I I I ♦ 1 � I^ � � I I I I I I " l I I I I I I I I I OPERATIONAL FLEXIBILITY SYSTEM 4B 3/32" = V-0" I 5 6 7 SEE FP2.3 FOR CONTINUATION H — — _ — � I � — — — Ci II ji I�L� I L1� — — — UPSIZE EXISTING 3" MAIN TO 4" —� Y 3 3 3 i N 3 3 ` 3 3 3 3 3 3 I _1 —I—-- —--_ (--- --I ----1--•_—�1O_---rIO — 79 1— 6"t— — — 3113'-63-63'-6" 34'-— 75 77 14-0" 14'-0" 4'-014'-0" 1'-N 14-075 83 zo I I I l 0 1 I I I I I ! I I I N I zn 1 I I "( o f I I I I I I I I I " I o I I I I 1 I I 1 I I I 1 5, I I I I I I I I t I ( I "! o I I I I I I ! G — { — — -{ — { — — I I ! " --- 4-- - -- -r- -- - I I I N I a> 1 1 I I I I I I I o I I I I I I I 1 I I I I o 1 I I I I ! I 1 I I I I I o I ! I I 1 I 1 F- - - ---- - - — - - - I - - - -- I I 1 N I o f I I ! I I! I I I ( I o I I I I I I I 50 I I I I I I 1 Y I + I I I I I N I o I I t ( I I I hI I I I I oo I I I I I I I I I I I I o I ! ► I I I I �{ 80_ I I I - — I - OPERATIONAL FLEXIBILITY SYSTEM 4A 1 3/32" = -0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. STORE ADDRESS 7631 GALL BLVD ZEPHYRHILLS, FL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. WM m a- 0 0 N © c_J 0 0 U- � Uj CI' � o > o 0 n. m! — `•/ JI O CV) o� ( W Of N \ ^I� O CL co N - m 0 ISSUE BLOCK CHECKED BY: EG DRAWN BY: RT PROTO CYCLE: DOCUMENT DATE: 7-9-21 ` Z O r-, u L� W C� U N w W W oU z 00 00 C0� W O C\2 N z � O � N hE-1-1 O � M Q 00 Z a a� CL ww� W a U E F- r� W O U OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 SHEET- FP2r4 i a STOCKROOM - GMIGR (OPTION 4) 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 7 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM 100 SQ FT MAXIMUM SPACING CLASS I -IV RACK STOP TO 16-0"/12'-0" (1V-0" CEILING HEIGHT), 4'-0 IV4* AISLES; Ul. LLC 00CAI_ REPORT PROJECT 47881 NC272 - TABLE 2 SUMMARY OF TESTS, TEST SRR 0419/702 ! 041* & OM1702 / M 4iilii 02 H.' C�I� atAiC i�t1t? y t Remote Area Name System 5 GR Stock - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 12.00 psi K-Factor 16.8 Total Water Required 366 GPM Total Pressure Required 26.76 psi Base of Riser 366 GPM Base of Riser 26.76 Psi Safety Margin +22.5 (45.68%) ydmfi ciftmation Remote Area Name System 5 GR Stock -12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 7.00 psi K-Factor 16.8 Total Water Required 789 GPM Total Pressure Required 45.91 psi Base of Riser 789 GPM Base of Riser 45.91 psi Safety Margin +1.04 (2.21 %) + +++++++++++ ++++++++ ++ +++++++ + ++++++++ ++ 1182 ,232 ++++ Fi - + + +{+++{+{+++ . ++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + +� o + + + + + + + + + + + + + + + + + + + + + N , + + + + + + + + + + „63 1233}++++*+++++ 1317 ++++++++ ++ + +++++++++++ + + + + + + + ++ + +� I + + + + + + + + + 0 + 4 + + + + + + + + +, + + + + + + + + + +: N +'+ + + + + + + + + + + 00 - ++++++++ ++ F 1184 123E+++++++++++- + 318 + + + + + + + + + + + + + + + + + + + C?Q- , + ++ ++ ++ ++ + ++ ++ + + + t + + + + + + + co ++++++++ ++ I I I + + + +• �1 h + + + + + + a + + + + + + + + + + d # + + + + + + + + ++ + + , r + + + + + + I 125 1100 I 107 11 2 ++. ++ I y k + + + + + + 4 + + + + + + + + + + + + I R♦ I_ + +�+.:�+. +mil. ♦ !�x. ++++.+++++ t, + + + + + + t - O ++++++ ++ * + + } + + + + " + + + + + + + + + + + + + + + + + + + + + + I - + + + + +-' + + + + + t + +' + +++++++++++++t++ ++++ + + + + + + + + + + *, N 4 E-SPACE SPRINKLERS IN THIS AREA ++++++++ ++. "i'O + + + +�+ + + + + + I BE NO MORE THAN 100 SQ. FT'. NEW SPRINKLERS SHALL BE SPACED I :. + + + + + + + + + + + + } '. . } 4 + + • + + ++++++++++*+++++` �, ♦ ti ++++ I 11z2 109 t77z I O MORE THAN 8 FT APART. PLUG + +++++++++++++++++, + + XISTING HEADS AS NECESSARY + + + + + + + ++++ + + + + + + + +. + + - - o - - - - - N + + + + + + + + '+ +„+ + + k ^. (� + + + r + + _+ + + + ++ + +++++++ + + I +++++++ ++ { + + + + + + + + + + + Q + +`+`++++++T+++++ +++++ f o3 v + + + + + + + + + + + + + + + + + + + + + O + + + + + + N +++++*�, _+ ++ + + + + + + + + + + ++ + + + + + + + 4 + + ++ + J, Q +++++++++ +++ ++,'-+ N i + + + + + + + + +.,+ + + + + ++ }+ ++++++ + ++ I I o N i bo O N 2 co { I Cb o 3 3 3♦ 3 ♦ 3 ♦ 3 04 ♦ 0 3 349 12' - 0" 350 1 T - 6" 703 9' - 1" a35 15' - 0" esa 15' - 0" 6m 14' - 6" 696 IT-0-1 CV N + + + + + + I - + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + ''+ + +++++++++++I++++ + + + . . . + ++ . . . . . . +++++++++++ ++{++{++ + + +++++ ++ +++++++++++ + +++++ + + ++++++++ ++ +++++ ++ QPERATIOIL FLEXIBILITYYSTE 5B 3/32" = 1'-011 + Hydraulic Information Hydraulic Information Remote Area Name System 5 GR Receiving - 2s Remote Area Name System 5 GR Receiving -12s Glasslfication __ Owner.Ptouaded-UL-Tested Occupancy- Occunsncy_CIass1f_Ic-�*gn__ _; _-Owner Provided UL Tested Density 0 GPM Density 0 GPM OOM - GMIGR (OPTION 4) Total Hose Streams 250 GPM Total Hose Streams 250 GPM 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE)7 PSI (12 SPRINKLERS 4 SPRINKLERS / 3 LINES) Flowing Heads 2 @ 12.00 psi Flowing Heads 12 @ 7.00 psi 250 GPM i 100 SQ FT MAXIMUM SPACING K-Factor 16.8 K-Factor 16.8 CLASS I -IV RACK STORAGE T015'-0"/12'-0" (18'-0' CEILING HEIGHT), Total Water Required 366 GPM Total Water Required 790 GPM 4'-0"/0'-6* AISLES; UL LLC TECHNICAL REPORT PROJECT 47,88122552, NC27954 - 'SABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 I DRR Taal Pressure Required 23.84 psi Total Pressure Required 38.86 Psi 09191702 &1702! MRR092`t1702 �+ g p. Base of Riser 366 GPM Base of Riser 790 GPM SALES S7 AREA RE T GE SPRINKLERS IN THIS AREA COrVE RTE E TQ Base of Riser 23.84 psi of Riser 38.86 p TO �7MORE THAN 10 FT, r in + 1 NE RINKLERs sHAL• . STORAGE Safety Margin 25.42 (5 6 °%) Safety Margin (1'7 NO THAN 8' APrAI EXIS HEADS AS NSY ADD 3" SECONDARY MAIN A1 TO GRID THE SYSTEMSEEFF2.3 FOR CONNECT TO CONTINUATION EXISTING 2" LIKES CJ4- --3 - - - - - - - - - - 3 " - - 41 ss - 'y 3a, 12'-0" N 34s 12'-0 3a7 14'-T' tey 701 16-01 t 15'-0" v 14'-6" N 13'-0�� d, oss 13 0" N o 12'-0" 08112'-011 II 1201 I 1202 _ 1203 / 04 d ' A I N O I O } I ( + + + + + + T++++++ + +++++++ + w +#++++++ + + + + + + + ++i + + + + + ++++++++ + ++ + + + + + + + + .'.+ + + + + + + + + + + + + + # + + + + + + + + + ++++++++ + +++++++ ++ + + + + + + + + + + +♦+++++ + +'+ + w + +m+{++++ + ++ +++++++++++�+ + + + + + + + + + + + + + + i + + + + ++ + + + ++++ + +++++++ + + + + + + + { + + + + + + } ++++ + + + + w ++ + + +++ + +++++++{++++++ + + + + + + + + + + + +++ +++++++ N - + + + ++++ + +++++++ r++++ + +++}+++++++++ +++++w++ T r 00 ++++++++++++ 41 +}+++++++++++++++++ +++++++++++ ++++++++ +++++}+++++*++++++ +#+{+{+{++ ++++ ++#+{{+{{++{{++{+ ++{{+++{+ +++i+++} +{{{++{ _ ' I DEMOLISH EXISTING # # # + } ++ + +++ + + + ++ ++ } +++ + } + } + + +++++ + + } + + + } + m SPRINKLER HEADS 120 1208 1209 + + + # + + + + + + + + + + + + + + + + + + + + + + i + + + # + + + + + + + } + + + + + + + + « + + + + + + + + + + + + + + } }� + + + + + } 4 + } + + + + # + 4 } 4 « } + + + Y } + ; ++++++{++{ +{++++++...++++++{+ {++++++++} ++ + «+# + ++ N AND BRANCH LINE. {++++++++++i++++++++++.�+{++++++«+}++++++ ..«+,+ � CUT AND CAP AT SALES FLOQtI; $ INTERKlR GARDEN CENTER - (NRC - OPTION 21) I N + + « + + + { + + + + + + + + + + + + + , + + + + + + + + + + + + + + + + # + « « µ + + ' <"c w + { + } + + + + } + { + + + + { } + + ++ ► ++ { { ++ + { # + + ++ + ++ # } + # i + + + + ` SPRINKLER MAIN. 25PSI (2SPR!(LERS-2SPRINKLERS /1LINE) ++++++++ }+{{+++++ 4+++++++. ++++++++ +++++{+ ' I,N 10 PSI (12 SPlKLERS -4 SPRINKLERS / 3 LINES) I 1210 1z11 nz + { + + + + + { { + { + + + { { , + + + {++++{+{+{++++++++ ++++{++{+++*++++++ ++{++++++}{+{{ ++}+++{++ ++++++++++ + C - + t + + + + + + + + + + } + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + 4 + + + + + --_.-ter _ ___-__-..__-- ___--. _._ __..-- _ _._ ____ __N_, + + + + + + + + + + + + + + + + { + + + +•: + + + + + + + + + + + + + + + + + + + + + + + + + 250 GPM HO§e'_ ____._ ___-----_.._._._._ +- + + + + + + + +_+ + + + + # i # + + --- -- -- 4 140 SQ FT MAVIUM SPACING * + * * * * * + + + * { + + + * * * + * * + 51 I ++++{ { {++ ++{+++++ +{++ N ��''-`-RELOCATE IFLESS THAN CLASS I -IV ON SHELF TO 12'4" (25'-0" CEILING HEIGHT), 5'-0" AISLES; N /` 12" FROM THE WALL UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 87 4 - - -4 - - 4 - -< f - - 4 _ 4 - - _ 4 - - 345 - 4 1 4 - _4_ 4 _ SUMMARY OF BESTS, TESTS GONDOLA 10041702 s7 ,o0 97 r-7 3az 343 344 1 345 70o ss - 702 - - 704 N 12'- 0" 12' - 0" 14' - 7" 15' - 0" 15' - 0" 14' - 6" N 13' - 0" 13' - 0" ♦ 12'-0" ♦ 12' 0" 8' 9" 141 Hydraulic Information Remote :Area Name System 5 Sales - 2s Occupanc Classification Owner Provided UL Tested Density 0 GPM ss Total Hoseeams 250 GPM Flowing H 2 @ 25.00 psi K-Factor 11.2 Total Water grdred 362 GPM Total Press u =Reerd 39.34 psi Base of RiserA. 362 GPM Base of Ri 39.34 psi Safety Marga ; ,:5 +9.94 (20.17%) HWdraulic Information Remote Art' ame System 5 Sales -12s Occupancy assification Owner Provided UL Tested Density, 0 GPM Total Hoseams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 111 Total Water Required 676 GPM Total Pressureiequired 38.28 psi Base of Riser 676 GPM Base of Riser 38.28.psi -Safety Margin +9.42 (19.75%) yea '±s• + t '�'�k + -. CV .. - 1 ++++++ + ++ 4 + + + + + + + + +. + ++++++ ++ +. + + + + + + + + N i + + +++++++++++ + ++++ + + ++ +++++++++ + +++ + +++ t 7 + + t + + + + .j �+ + +++ + + + + + + + + + N I+a ++ I + + + + + + + + p) + + + + + + < + + + + + + +++++++ ++ + + + + + + + + + I, + ++ + + +4+ + _ ++ ++++`+++ o y' i + + + + + + + + + 1 .+.+++++++++ -vy + + + + + + + + + + + + + ++++ ++ + + + + �+ +�';+ + i + + t + + + +: + + .+}+++++++` p + + + N + + + + + } + + + + + } + + + + + + + + + ++++++++ ++ ♦ ♦ ♦ I ♦ ♦ ♦ \ I 1 RE -SPACE SPRINKLERS IN THIS AREA + +*+» `+ {+++-+*+ '++% TO BE NO MORE THAN 100 SQ. FT. + ++++++++ ++ • • I + +++% +++++++++`. +`++} NEW SPRINKLERS SHALL BE SPACED + + + + + ` + + + + i• + + + + + + + + + + + + NO MORE THAN 8' APART. PLUG + + + + + + + + + + + + + EXISTING HEADS AS NECESSARY + * + ` * + + * * cy , ++++++++ ++ ++++ ++ ++ + + + + + + + + + + + ++++++++ ++ ++++++++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ N _� r 182 232 + + +++*++++++ .316 - - - - - - - r +++{++ + - - - - - - � OPEtATIONAL FL XIBILITY SYSTEM LL v7 % G04 M °' c::D 0 LL [� U) N O >jJ o J� O a- m o M Q F Z O � N ch O W C CHECKEL' BY: EG 1 DRAWN BY RT l PROTO CYCLE: DOCUMENT DATE. ; Z V1 CY) `_4 a I- FO !yl LJ W w t7' z U pp C'3 O 00 O C'J �- N Zo O 0 Q', 0�0 N v w O a 00 �' aj a o o w J H E w *rye I v IV L. J II\VI I /11\V VI"Y9-La lx I\V I I\I Y%awl w I V YL ITS I I III\ J , INCHES OF PANEL PAINT FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION WHERE POSSIBLE. USE TRAPEZEIAER VAIM JOIST WEB CONFLICTS WITH THRU BOLT _40IST PANEL.PiINTS TYP 24p MA If DECK TYP MAX MIN TOP BEAM CLAMP TYP 3.5" X 2.5" X .25" TOP CHORD ANGLE OF JOIST TYP MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP DECK TOP CHORD OF JOIST 6 INCH AND SMALLER PIPE 4, 6 AND 81NCH PIPE 8 INCH PIPE -25 OR OANDARD 'RIGHT INKLER 1-0" PRINKL BRAN V SYS SYS SYS SYS SYS 5 4 3 2 1 ELECTRICAL O8'3'A M,N�� BOTTOM CHORD OF JOIST CABLE TRAY PIPE RUNNING PERPENDICULAR TO JOISTS CABLE TRAY SPRINKLER F17 6" 4" 4" 4" 6" p 6 FLOW SWITCH (TYP.) 5 3/4" = 1'-0" 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP Twx UPSIZE EXISTING RISER r FROM STARTER PIECE TO 1/2" ALL THREAD ROD TOR TO 6" FOR SYSTEM 5 _ . OSSY VAL>TYP•) FENDER WASHER & HEX NUT - " ROOF DECK 3.5" X 2.5" X .25" ANGLE TRAPEZE READ FOR 6" MAINS 4" X 4" X .25" ANGLE w9 kTRAPEZE REQ'D FOR 8" MAINS TOP CHORD OF JOIST TYP AMES 8" 3000SSS BACKFLOW PREVENTER sILL .1 ILL - ONE OPEN JOIST BAY - - MINIMUM BETWEEN TRAPEZE HANGERS TO 8" UNDERGROUND SPRINKLER MAIN DO NOT HANG 2 OR MORE 12" 12" MAINS 4" OR LARGER BETWEEN MIN THE SAME JOIST SPACE MIN 1" SHOULDER NIPPLE SUPPLY MAIN MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4" PIPE EVERY 12-0" V PIPE EVERY 12'-0" 8" PIPE EVERY 1Z-W NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT AUTOMATIC AIR VENT INSTALL AT 1 INCH OUTLET HIGHEST POINT OF SYSTEM PER _ 1" GLOBE VALVE PIPE RUNNING PARALLEL TO JOIST MANUFACTURER'S GUIDELINES AND IN AN AREA ACCESSIBLE FOR MAINTENANCE. CONTRACTOR MAY SUBSTITUTE ANGLE RONTRAPEZE UTILIZE THESE tHANGING METHOWTOR ALL SPRINKLER MEMBER WITH PIPE MEMBER, SIZE PIPE MEMBER IN PIPING. SPACE TRW, EZE HANGERS IN ACCORDANCE CHAINMUST E VISIBLE SLE AT A ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES MUST BE VISIBLE AT ALL 1" PLUG w AREAS MAXIMUM DEFLECTOR DISTANCE OF JOIST PANEL POINTS U.N.O. NOTE: z REFERENCE AIR RELEASE VENT NOTE ON FP1 NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS FIRE PROTECTION RISER DIAGRAM AIR RELEASE VENT AUXILIARY DRAlN PIPE SUPPORT 4 1 /2" = V-0" 1 /2" = V-0" 07/27/18 NTS NTS 4 P CHECKED BY: DRAWN BY: Pf0T0 CY(E:DOCUMENTDA1W_: ]RT 7In