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Permit#: FA2308-005
<br /> Site Address: 1215 80th St SW
<br /> Applicant: Tang!Norris GENERAL NOTES
<br /> Application Date:O8/1S/11/2023
<br /> Description: Install 5-Wet Sprinkler Systems,1-Fire
<br /> Pump,1-BackBow WET SYSTEM 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED(III)WHICH ARE FLEXIBLE.
<br /> Review Status: 1st Review by City&Peer Reviewers AREA AREA NUMBER OF 2. ALL STEEL PIPE TO BE AS FOLLOWS:
<br /> Review Date: 08/17/2023 DESCRIPTION SQ.FOOTAGE SPRINKLERS
<br /> STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER
<br /> A 12;DI 12"DI SYS 1 39,698 457 SCHEDULE END PREP TYPES ALLOWED T DF PIPE WALL INTERNAL wEIBH cnvncitt
<br /> F SIZE THICKNESS DIAMETER wATEBIRFE IN ouwNs
<br /> 1 40 0.133 1.049 THREADED,CUT GROOVED,ROLL GROOVED,PLAIN END,POLISHED 2.053 0.044
<br /> 6"D I e °n. •, EY` t't HYDRAULIC CALCULATION DATA 11/4 40 0.140 1.380 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 1.817 0.097
<br /> 15 RETTSrV
<br /> Everett Fire Dept.Permit Review DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH t t/2 EDDY FLOW 0.086 1.728 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 2360 0.122
<br /> 0000 Status:Approved DEMAND AT BASE OF RISER 2 EDDY FLOW 0.086 2.203 ROLL GROOVED,POUSHED,PLAIN END(FOR BUTT WELDING) 3.982 0.198
<br /> 91 I Reviewed By:KBroWn 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 5.299 0.298
<br /> 0000' G'DI $ 1708.9 GPM AT 107.E PSI ( 0 GPM INSIDE HOSE ALLOWANCE)
<br /> 9. OS/17/2023 8:28:52 3 EDDY FLOW 0.083 3.334 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 7.144 0.453
<br /> I= DEMAND AT SOURCE
<br /> 10'-9.5" 9'-9.5" 5'-2.5' '4M 4 EDDY FLOW 0.085 4.310 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 11.7 0.758
<br /> 1959.9 GPM AT 27.5 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE)
<br /> ^ 5 10 0.134 5.295 ROLL GROOVED,PIAIN END(FOR BUTT WELDING) 17.3DO 1,144
<br /> 6 10 0.134 6.357 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 23.030 1.649
<br /> 8 0.188 8.249 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 40.080 2.78
<br /> APPROVED •* WALL THICKNESS PER NFPA#13
<br /> p PUBLIC WORKS DEPARTMENT
<br /> �I A BY:atsegaye WET SYSTEM
<br /> DATE:08/26/2023
<br /> CITYOF EVERETT REVIEWED FOR PERMIT AREA AREA NUMBER OF
<br /> BAKER VIEW: o'-ss" = DESCRIPTION SQ.FOOTAGE SPRINKLERS SCOPE OF WORK
<br /> OCCUPANCY:S-1,B,F-1 SEE NOTE ON SHEET 2 OF 9 SYS 2 37,288 418
<br /> o CONSTRUCTION TYPE:III-B ` corNc. SMITH FIRE SYSTEMS(SFS)WILL INSTALL(5)WET PIPE SPRINKLER SYSTEMS TO PROTECT THE
<br /> I� TOTAL AREA:166,958 FY' I • FOOTING HEATED INTERIORS OF THE BUILDING.SFS WILL START WORK AT A 10"SUPPLY FLANGE AND 6"
<br /> PARCEL NO:00392200000800 G�� CF`pY�T HYDRAULIC CALCULATION DATA FDC FLANGE LOCATED IN THE SPRINKLER ROOM BY OTHERS.THE SYSTEMS WILL BE
<br /> r' F.F:594'-0" I ' �Fo@� INSTALLED PER NFPA#13 2022 EDITION,NFPA#20 2016 EDITION AND REQUIREMENTS OF THE
<br /> Qey, DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH CITY OF EVERETT.
<br /> DEMAND AT BASE OF RISER
<br /> 1709.4 GPM AT 100.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) CLARIFICATIONS
<br /> DEMAND AT SOURCE
<br /> s"DI I - I 15'-0 1959.3 GPM AT 20.3 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE) 1. THE SPRINKLER RISER ROOM AND ALL AREAS PROTECTED BY WET SYSTEMS MUST BE
<br /> MAINTAINED BY OTHERS AT A MINIMUM OF 40'F TO PREVENT FREEZING.
<br /> oI 2. STORAGE WILL NOT OCCUR UNDER THE EXTERIOR ENTRY CANOPIES
<br /> r I I
<br /> WET SYSTEM EXCLUSIONS
<br /> AREA AREA NUMBER OF 1. ELECTRICAL WIRING OF ANY KIND.
<br /> SFS START POINT DESCRIPTION SQ.FOOTAGE SPRINKLERS 2. CENTRAL STATION ALARM EQUIPMENT,WIRING,AND MONITORING.
<br /> Q 6"FDC FLANGE IN
<br /> RISER ROOM(BY OTHERS) FIRE PUMP ROOM 3. PAINTING OF SPRINKLER PIPE.
<br /> 10" FLG UG1 I 6"DI SYS 3 13,821 170 4. STRUCTURAL REVIEW.
<br /> UG2
<br /> CI 5. HEAT TRACE AND INSULATION OF SPRINKLER PIPE.
<br /> SFS 10"SUPSTART POINT • HYDRAULIC CALCULATION DATA 6. DESIGN OR INSTALLATION OF ANY UNDERGROUND WORK OF ANY KIND(10"WATER
<br /> RI 10"SUPPLY FLANGE R ° SUPPLY,6"OUT TO YARD FDC).
<br /> RISER ROOM(BY OTHERS)
<br /> DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 7. HOUSEKEEPING PADS FOR FIRE PUMP AND JOCKEY PUMPS.
<br /> ❑ - FIRE PUMP ROOM ,. DEMAND AT BASE OF RISER 8. BEAM PENETRATIONS,ANTICIPATING(276)6-INCH BEAM PENETRATIONS THAT WILL BE
<br /> Ia - ELEC.ALARM BELL(BY OTHERS) I 1729.2 GPM AT 101.8 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) REQUIRED FOR BRANCHLINES AT GRIDLINES B,C,D,E,&E.5.
<br /> _ DEMAND AT SOURCE
<br /> 6"DI I
<br /> �I I FLANGE PLAN 1979.2 GPM AT 22.2 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE) DESIGN CRITERIA
<br /> Z
<br /> 0 4 8
<br /> m SCALE 1/4°=1'-o^ PER NFPA 13-2019,SNOHOMISH COUNTY
<br /> WET SYSTEM WAREHOUSE-LESS THAN 45'-0"BUIDING HEIGHT
<br /> AREA AREA NUMBER OF
<br /> (12) K22.4 ESFR SPRINKLERS FLOWING AT 40 PSI MINIMUM. (TABLE 14.4.1)
<br /> e I DESCRIPTION SQ.FOOTAGE SPRINKLERS
<br /> I 1 I � MAXIMUM BUILDING HEIGHT TO BOTTOM OF ROOF DECKING IS 45'-0"
<br /> SYS 4 35,536 396 MAXIMUM STORAGE HEIGHT TO TOP OF STORAGE IS 40'-0" (TABLE 14.4.1)
<br /> Io I HYDRAULIC CALCULATION DATA ESFR SPRINKLERS WILL PROTECT THE FOLLOWING:
<br /> DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 1° CARTONED UNEXPANDED PLASTIC.
<br /> U Di 2. CLASS I-IV COMMODITIES,ENCAPSULATED OR UNENCAPSULATED.
<br /> DEMAND AT BASE OF RISER1708.3 3. IDLE WOOD OR PLASTIC PALLETS.
<br /> WATER SUPPLY INFORMATION DEMAND AM SOURCE
<br /> AT 99.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) 4. OPEN SHELF RACKS
<br /> 6"DI I 1958.3 GPM AT 18.9 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE)
<br /> - STATIC 46 PSI
<br /> - o - RESIDUAL 21 PSI
<br /> •I ,
<br /> _ FLOWING 2 M SHEET INDEX
<br /> I^ = LOCATION OF TEST 1215215 80 80TH ST.SW-FH SO4
<br /> _ I DATE OF TEST 02.02.23 WET SYSTEM 1 SITE PLAN
<br /> DATA SUPPLIED BY CITY OF EVERETT
<br /> A I ELEVATION OF FLOW TEST: 607.31 FTA.S.L. AREA AREA NUMBER OF 2 FIRE PUMP ROOM
<br /> 1 DESCRIPTION SQ.FOOTAGE SPRINKLERS
<br /> 1 4 I SYS 5 38,773 457 3 DETAILS
<br /> SITE PLAN SYMBOL 4 AREA1
<br /> - HYDRAULIC CALCULATION DATA 5 AREA
<br /> 12�DI EXISTING UNDERGROUND
<br /> Aw. 12�DI DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 6 AREA 3
<br /> 12"DI DEMAND AT BASE OF RISER
<br /> NEW UNDERGROUND(BY OTHERS) 7 AREA 4
<br /> 1715.E GPM AT 109.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE)- 11
<br /> FJ - T NEW FIRE HYDRANT(BY OTHERS) DEMAND 6 A GPM SOURCE
<br /> 8 AREA 5
<br /> 29.2 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE)
<br /> V EXISTING HYDRANT
<br /> 9 AREA 6
<br /> ►1 NEW VALVE(BY OTHERS)
<br /> ❑I D4 EXISTING VALVE
<br /> s I �1 0 C{ NEW YARD FDC(BY OTHERS)
<br /> z^DI mow-? ELECTRIC BELL(BY OTHERS)
<br /> - a 12 DI
<br /> - - - - RC -
<br /> UG3 R -
<br /> �- 80TH T.SW -- - - PROPERTY LINE
<br /> ------------------------
<br /> �� NEW YARD PIV(BY OTHERS)
<br /> N
<br /> SITE PLAN
<br /> 0 25 50 75 100 125
<br /> SCALE 1"=Sly
<br /> O
<br /> 12
<br /> 31/4161
<br /> FF
<br /> W14x22 �W24x554x22 W24x68 W24z62 W24x68 W21 x441-BEAM W21 x441-BEAM W216 6D MIL.TPO SINGLE-PLY W24x551-BEAM
<br /> I-BEAM I-BEAM I-BEAM I-BEAM I-BEAM I-BEAM W24x68 I-BEAM ROOFING OVER R-38 RIGID
<br /> I-BEAM INSUL.(2 LAYERS
<br /> POLYISOCYANURATE
<br /> WITH STAGGERED
<br /> JOINTS,TYP.)ON METAL
<br /> DECK
<br /> P.C.PANELS 6.75"CONC.SLAB ON GRADE
<br /> City of Everett Permit Review
<br /> FIFE EVERETT Status:Reviewed for Permit
<br /> 08/26/2023 8:19:36 AM
<br /> SECTION A/1
<br /> FACING SOUTH N.T.S. SITE P LA N
<br /> HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC.
<br /> SYM MANUFACTURER S.I.N. TYPE MODEL AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION
<br /> BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED i■■■■■■■■■■■■■■■■■■■■■■■■■� 1106 54th AVE EAST
<br /> SOD BOTTOM OF DECK STRUCTURE IN INCHES SMARTCAP CONSTRUCTION ■ WASH INGTON STATE ■
<br /> BOD CERTIFICATE OF COMPETENCY 5 S TACOMA,WA 98424
<br /> BOP BOTTOM OF PURLIJOIST ■ FIRE PROTECTION SPRINKLER SYSTEMS ■
<br /> BOP BOTTOM OF TRLSS ■ ■ CONTA.REG.NO.SMITHFS7360T
<br /> SOT BOTTOM OF TRDSS 2-WAY EARTHQUAKE SWAY BRACE 8201 164TH AVE NE,STE 110
<br /> CTs CUT TO SUIT LETTER INDICATES TYPE REDMOND,WA ; Aaron Stewart Nelson Bus: (253)926-1880 FAX: (253)926-2350
<br /> FO FIELD ORDER ■ ■ AREA 1 AREA 2 AREA 3
<br /> IFOW INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE 2345-1019-C Level 3
<br /> OFOW OUTSIDE FACE OF WALL LETTER INDICATES TYPE : Smith Fire Systems,Inc. SMARTCAP - BAKER VIEW
<br /> NAS NO AUTO.SPRINKLERS ■ a,■ AREA 4 AREA 5 AREA 6
<br /> uNo UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:NOLAN VELLA ■ SMITHFS1360T '•■
<br /> ELEVATION ABOVE REFERENCED PHONE:(206)687-6390 o o:
<br /> POINT IN FEET AND INCHES
<br /> FAX: ■ Expo-ee■ 1215 80TH ST SW
<br /> O HYDRAULIC CALCULATION NODE SUPERINTENDENT: ■Si nature/ 2/31 23 EVERETT,WA
<br /> FLEXIBLE COUPLING PHONE: �.......................
<br /> FAX: DESIGNER PROJECT MGR I DATE I SHEET JOB NO.
<br /> TOTAL THIS SHEET �- RIGIDCOUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN VLAD Y. B.COOK 08.10.23 1 OF 9 NC23102
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