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FITTER/LISTER NOTES <br /> 1. ALL HANGERS ARE TO BE PER DETAIL"SW"U.N.O. <br /> 2. SEND 20 FT.OF BULK 3/8"ATR FOR SW HANGER RODS. <br /> 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. <br /> 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER <br /> SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES BEYOND <br /> ElEllEll WHAT IS INDICATED ON THESE PLANS. <br /> SOURCE <br /> Q � - -- 'K -- -- (u� GENERAL NOTES <br /> i $z <br /> 4 <br /> f <br /> EXISTING WALL POS 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: <br /> EXISTING FDC 0 STEEL PIPE ASTM A-795 OR BETTER T of.. PIPE SCHEDULE WALL INTERNAL END PREP TYPES ALLOWED NanuoNs <br /> SIZE THICKNESS DIAMETER rent PIPE <br /> 2 FLOW PIPE 0.095 2.185 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) WA0.198 <br /> Fi, <br /> 2 G1 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED(III)WHICH ARE FLEXIBLE. <br /> EXISTING FIRE PUMP/RISER ROOM <br /> SCOPE OF WORK <br /> SMITH FIRE SYSTEMS(SFS)WILL PERFORM NEW HYDRAULIC CALCULATIONS OF THE <br /> } EXISTING OVERHEAD ESFR SPRINKLER SYSTEMS TO VERIFY ADEQUATE PROTECTION OF THE <br /> AREA OF NEW WORK NEW STORAGE CRITERIA. SFS WILL INSTALL TWO NEW PENDENT 16.8K ESFR SPRINKLERS <br /> UNDER THE TWO NEW ROOF TOP HVAC UNITS. <br /> CLARIFICATIONS: <br /> 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN <br /> ORDER TO PREVENT FREEZING. <br /> 2. THE NEW ROOF TOP HVAC UNITS WILL BE INSTALLED BETWEEN THE EXISTING FIRE <br /> SPRINKLER BRANCH LINES AND SPRINKLER HEADS. <br /> EXCLUSIONS: <br /> 7 e e 1. SAFE OFF OR A SEPARATE DEMO TRIP IS NOT INCLUDED UNO. <br /> _ ° 2. FLOOR MUST BE FREE AND CLEAR OF MERCHANDISE,STOCK,RACKING OR <br /> CONSTRUCTION MATERIALS TO ALLOW FOR ACCESS TO PIPE AT THE STRUCTURE. <br /> ® ® ® ® ®® ® ® IS 3. CUTTING PATCHING OR FIRE CAULKING OF WALLS,CEILINGS,OR FLOORS <br /> - -' Z 4. ACCESS PANELS OF ANY KIND. <br /> 5. DOH,FM,INSURANCE,OR OTHER OUTSIDE REVIEW REQUIREMENTS,APPROVALS OR <br /> FEES <br /> nn6. HEAT TRACE OR INSULATION OF ANY KIND <br /> 0 7. ANY WORK OUTSIDE THIS AREA OF WORK <br /> ® - 44 } 8. PAINTING OR LABELING OF PIPE. <br /> 9. REPLACEMENT OF PAINTED,DAMAGED,OR CORRODED SPRINKLERS. <br /> 10. ELECTRICAL OR ALARM WORK OF ANY KIND. <br /> 11. BACKFLOW INSTALLATION,MODIFICATION,OR CERTIFICATION(IF REQUIRED) <br /> - - - - �ASSOCIATES BLVD. - - - - - - - - - - - - 12. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE <br /> i DESCRIBED ABOVE. <br /> 13. FIRE WATCH OR TEMPORARY SPRINKLER PROTECTION DURING CONSTRUCTION. <br /> 14. MODIFICATIONS REQUIRED TO ACCOMMODATE THE WORK OF OTHER TRADES <br /> 15. STRUCTURAL ANALYSIS,SEISMIC INVESTIGATION,OR PE REVIEW LINO <br /> 16. UNDERGROUND WORK OF ANY KIND <br /> SITE PLAN SITE PLAN SYMBOL DESIGN CRITERIA: <br /> WATER SUPPLY INFORMATION z 0 25 50 75 100 125 PER NFPA 13 2019 AND THE CITY OF EVERETT <br /> STATIC 97 PSI SCALE 1'=50' EXISTING UNDERGROUND EXISTING CRITERIA: <br /> RESIDUAL 56 PSI EXISTING FIRE HYDRANT STORAGE-(12)16.8K ESFR SPRINKLERS AT 42 PSI <br /> FLOWING 3771 GPM NEW DESIGN CRITERIA:OVER NEW RACKING AREA ONLY. <br /> LOCATION OF TEST WATER MAIN ALONG ASSOCIATE BLVD D EXISTING VALVE PER TABLE 23.5.1 AND 23.6.1 OF NFPA 13(2019). <br /> DATE OF TEST 8-20-2024 EXISTING WALL POST INDICATOR STORAGE OF CLASS I-IV COMMODITIES AND CARTONED OR EXPOSED NONEXPANDED GROUP <br /> A PLASTICS ON SINGLE,DOUBLE,AND MULTIPLE-ROW RACKS(NO OPEN TOP CONTAINERS) <br /> DATA SUPPLIED BY CITY OF EVERETT UP TO 30'STORAGE HEIGHT WITH A MAXIMUM CEILING HEIGHT OF 40'. <br /> ELEV.OF FLOW TEST:APPROXIMATELY 8'BELOW FINISHED FLOOR __0 EXISTING FDC <br /> (12)16.8K ESFR SPRINKLERS AT 52 PSI <br /> City of Everett Permit Services 1 <br /> EVERETT Reviewed for Permit 04/17/2025 <br /> I j <br /> �H <br /> RISER <br /> C 1 r <br /> HYDRAULIC CALCULATION DATA SYS. #4 -- <br /> - AREA OF R! <br /> ACTUAL DENSITY: 12 SPRINKLERS AT 52 PSI <br /> DEMAND AT BASE OF RISER - <br /> 1461.1 GPM AT 120.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) <br /> ROOF DECK <br /> DEMAND AT CONNECTION TO SITE LOOP <br /> f 1711.1 GPM AT 73.1 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) <br /> S _ <br /> ,z <br /> FedEx Ship Center <br /> EXISTING BRANCH LINE <br /> STEEL BAR JOIST WITHI6.SKESFR SPRINKLERS HYDRAULIC CALCULATION DATA SYS. #5 ?ing 4C-88 4 <br /> AT 1 O'O.C.TYP. - � <br /> ACTUAL DENSITY: 12 SPRINKLERS AT 52 PSI <br /> DEMAND AT BASE OF RISER Snohomish County PUU <br /> 1458.1 GPM AT 118.9 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) I -Ciperations Center <br /> DEMAND AT CONNECTION TO SITE LOOP f <br /> b 1708.1 GPM AT 71.6 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) (rr�_ <br /> r' <br /> �I <br /> HYDRAULIC CALCULATION DATA SYS. #6 ar <br /> ACTUAL DENSITY: 12 SPRINKLERS AT 52 PSI - - N <br /> DEMAND AT BASE OF RISER �x <br /> 1458.0 GPM AT 117.9 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) F <br /> DEMAND AT CONNECTION TO SITE LOOP <br /> 1708.0 GPM AT 70.6 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 526 1 <br /> BUILDING SECTION owui- <br /> - <br /> NTS N AREA MAP N SITE PLAN <br /> NTS NTS <br /> ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS INC. <br /> AFF ABOVE FINISHED FLOOR NEW SPRINKLER PIPE MAKE TYPE LEN NIPPLE BRKT SCRW QNTY SYM MANUFACTURER S.I.N. TYPE MODEL s a xu:s escur°xca" wu"ce sTAo reNP ao"" ". NO. DATE BY REASON FOR REVISION I <br /> BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED A NEW 1"PLUG EASY HI PERF. 48" 1/2" ACT NA EXISTING # KROLL KONSTRUCTION 5TH <br /> 1106 54th AVE EAST <br /> Iwo BOTTOM OF DECK BOD STRUCTURE IN OF, <br /> EXISTING SPRINKLER PIPE TACOMA,WA 98424 <br /> BOJ BOTTOM OF JOIST EASY HI PERF. 60" 1/2" ACT NA 780 FLORIDA CENTRAL PKWY-SUITE 300 <br /> BOP BOTTOM OF PURLIN CONTR.REG.NO.SMITHFS1360T <br /> BOT BOTTOM OF TRUSS 2-WAY EARTHQUAKE SWAY BRACE NEW 1/2"PLUG - - RELOCATED EXISTING PIPE EASY HI PERF. 72" 1/2" ACT NA BUILDING INFORMATION LONGWOOD, FL.32750 <br /> crs cur ro sulr LETTER INDICATES TYPE EASY HI PERF. 48" 1/2'x9" GWB TEK Bus: (253)926-1880 FAX:(253)926-2350 <br /> Fo OUT ORDER NEW FLEXDROP MAINTENANCE CONTACT: ,zra„zs <br /> FOw INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE S NEW STRAP OUTLET i� EASY HI PERF. 60" 1/2)(9" GWB TEK FIRE SPRINKLER aTEMa <br /> OFo OUTSIDE FACE OF WALL LETTER INDICATES TYPE RELOCATED EXISTING FLEX EASY HI PERF. 72" 1/2"x9" GWB TEK MAINTENANCE PHONE: Ba27-01 0-C Van Level <br /> st�M AMAZON DSW5 <br /> NAB NO AUTO.SPRINKLERS PROJECT MANAGER: RYAN KUKA Smith S ems,Inc.UNO UNLESS NOTED OTHERWISE f HANGER LOCATION MT NEW MECHANICAL TEE OUTLET BRACKET LEGEND: NEW ALARM COMPANY: ;Smith Fire Systems,I PHASE 1 C <br /> N.IC. NOT IN CONTRACT WALL LEGEND ACT STANDARD OGSB BRACKET OFFICE PHONE: 407.469.5171 �SMITHF51360T <br /> ALARM PHONE: <br /> TOE THREAD ONE END ELEVATION ABOVE REFERENCED GWB=T-BAR,TBS ENDS,AND OSSB CLAMP CELL PHONE: 845.855.9982 <br /> GOT GROOVE ONE END POINT IN FEET AND INCHES R RELOCATED EXISTING SPRINKLER EXISTING WALL ALARM CODE: ; Daionzozs 1 6617 ASSOCIATE BLVD BUILDING B SUITE 100 <br /> TBE/IT THREAD BOTHENDs HCB=T-BAR,HCB ENDS,AND OSSB CLAMP EMAIL: ryan@krollkonstruction.com ' <br /> ............................O NEW WALL TO CEILING 4'gAR=T-BAR,TBS ENDS,AND OSSB CLAMP ALARM PASSWORD: SUPERINTENDENT: RON `- � m EVERET,WA.98203 <br /> HYDRAULIC CALCULATION NODE p EXISTING THREADED OUTLET <br /> NEW FULL HEIGHT WALL TEK=(2)1/4"x1.5"TEK SCREW FIRE DEPARTMENT <br /> FLEXIBLE COUPLING WDS=(2)#10x1.5"WOOD SCREW PHONE: ron@k5.1242 <br /> (E) EXISTING SYSTEM COMPONENT NEW LOW WALL FIRE DEPT.PHONE: EMAIL: ron@krollkonstruction.com DESIGNER PROJECT MGR DATE SHEET JOB NO. <br /> RIGID COUPLING L _ _ _ _ _ _ _ ] NEW SOFFIT WALL 9"xl/2""="L NIPPLE 6"LONG CERTIFICATE OF COMPETENCY STAMP SHANE C. LANE L. 4-7-2025 1 OF 2 N125004 <br /> 9"x1/2'=9"LONG x 1/2"EXTENDED NIPPLE TOTAL NEW # <br />