1215 80TH ST SW 2023 Plans 2025-08-07

GENERAL NOTES WET SYSTEM 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED(III)WHICH ARE FLEXIBLE. AREA AREA NUMBER OF 2. ALL STEEL PIPE TO BE AS FOLLOWS: DESCRIPTION SQ.FOOTAGE SPRINKLERS STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER A 12;DI 12"DI SYS 1 39,698 457 SCHEDULE END PREP TYPES ALLOWED T of PIPE WALL INTERNAL EIBH cnvncitt � � � F SIZE THICKNESS DIAMETER nTEBIrrvE IN OuwNs HYDRAULICCALCULATION DATA 1 40 0.133 1.049 THREADED,CUT GROOVED,ROLL GROOVED,PLAIN END,POLISHED 2.053 0.044 6"DI I e °a. ,, 1 1/4 40 0.140 1.380 ROLL GROOVED,POLISHED,PLAIN END(FOR BUTT WELDING) 1.817 0.097 15 `% DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 11/2 EDDY FLOW 0.086 1.728 ROLL GROOVED,POUSHED,PLAIN END(FOR BUTT WELDING) 2.860 0.122 0000 DEMAND AT BASE OF RISER 2 EDDY FLOW 0.086 2.203 ROLL GROOVED,POUSHED,PLAIN END(FOR BUTT WELDING) 3.982 0.198 °' I $ 1708.9 GPM AT 107.6 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 5.299 0.298 s 000o a 6"DI 3 EDDY FLOW 0.063 3.334 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 7.144 0.453 � I= DEMAND AT SOURCE 10'-9.5" 9'-9.5" 5'-2.5' 4 EDDY FLOW 0.085 4.295 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 11.290 0.758 1959.9 GPM AT 27.5 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE) I 5 10 0.134 5.295 ROLL GROOVED,PIAIN END(FOR BUTT WELDING) 17.300 1.144 6 *0 0.134 6.357 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 23.030 1.649 8 0.188 8.249 ROLL GROOVED,PLAIN END(FOR BUTT WELDING) 40.080 2.78 o ** WALL THICKNESS PER NFPA#13 "I A WET SYSTEM AREA AREA NUMBER OF BAKER VIEW: 10`55" = DESCRIPTION SQ.FOOTAGE SPRINKLERS SCOPE OF WORK OCCUPANCY:S-1,B.F-1 SYS 2 37,288 418 o CONSTRUCTION TYPE:III-B 1 �O CONc. SMITH FIRE SYSTEMS(SFS)WILL INSTALL(5)WET PIPE SPRINKLER SYSTEMS TO PROTECT THE I� TOTAL AREA:166,958 FT I • FOOTING HEATED INTERIORS OF THE BUILDING.SFS WILL START WORK AT A 10"SUPPLY FLANGE AND 6" PARCEL NO:00392200000800 HYDRAULIC CALCULATION DATA FDC FLANGE LOCATED IN THE SPRINKLER ROOM BY OTHERS.THE SYSTEMS WILL BE r' F.F:ssa'-o" INSTALLED PER NFPA#13 2022 EDITION,NFPA#20 2016 EDITION AND REQUIREMENTS OF THE Qey, DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH CITY OF EVERETT. DEMAND AT BASE OF RISER 1709.4 GPM AT 100.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) CLARIFICATIONS DEMAND AT SOURCE 6"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 MAINTAINED BY OTHERS AT A MINIMUM OF 40'F TO PREVENT FREEZING. oI 2. STORAGE WILL NOT OCCUR UNDER THE EXTERIOR ENTRY CANOPIES r I I WET SYSTEM EXCLUSIONS AREA AREA NUMBER OF 1. ELECTRICAL WIRING OF ANY KIND. SFS START POINT DESCRIPTION SQ.FOOTAGE SPRINKLERS 2. CENTRAL STATION ALARM EQUIPMENT,WIRING,AND MONITORING. Q 6"FDC FLANGE IN RISER ROOM(BY OTHERS) FIRE PUMP ROOM 3. PAINTING OF SPRINKLER PIPE. 10" FLG UG1 I SYS 3 13,821 170 4. STRUCTURAL REVIEW. UG2 6"DI CI 5. HEAT TRACE AND INSULATION OF SPRINKLER PIPE. SFS START PAINT • HYDRAULIC CALCULATION DATA 6. DE RISER ROOM(BY OTHERS) SIGN OR INSTALLATION OFANY UNDERGROUND WORKOFANYKIND(10"WATER RI 10"SUPPLY FLANGE ° SUPPLY,6"OUT TO YARD FDC). DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 7. HOUSEKEEPING PADS FOR FIRE PUMP AND JOCKEY PUMPS. ❑ - FIRE PUMP ROOM ,. DEMAND AT BASE OF RISER 8. BEAM PENETRATIONS,ANTICIPATING(276)6-INCH BEAM PENETRATIONS THAT WILL BE 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. _ DEMAND AT SOURCE 6"DI I I I FLANGE PLAN 1979.2 GPM AT 22.2 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE) DESIGN CRITERIA Z 0 4 8 m SCALE 1/4°=1'-o^ PER NFPA 13-2019,SNOHOMISH COUNTY WET SYSTEM WAREHOUSE-LESS THAN 45'-0"BUIDING HEIGHT AREA AREA NUMBER OF (12) K22.4 ESFR SPRINKLERS FLOWING AT 40 PSI MINIMUM. (TABLE 14.4.1) e I DESCRIPTION SQ.FOOTAGE SPRINKLERS I 1 I � MAXIMUM BUILDING HEIGHT TO BOTTOM OF ROOF DECKING IS 45'-0" SYS 4 35,536 396 MAXIMUM STORAGE HEIGHT TO TOP OF STORAGE IS 40'-0" (TABLE 14.4.1) Io I HYDRAULIC CALCULATION DATA ESFR SPRINKLERS WILL PROTECT THE FOLLOWING: DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 1. CARTONED UNEXPANDED PLASTIC. s of DEMAND AT BASE 2. CLASS I-IV COMMODITIES,ENCAPSULATED OR UNENCAPSULATED. 1708.3 AT .0 PSI RISER 3. IDLE WOOD OR PLASTIC PALLETS. _ WATER SUPPLY INFORMATION DEMAND AM SOURCE ( 0 GPM INSIDE HOSE ALLOWANCE) 4. OPEN SHELF RACKS 6"DI I 1958.3 GPM AT 18.9 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE) - STATIC 46 PSI - o - RESIDUAL 21 PSI •I , _ FLOWING 2 M SHEET INDEX I^ = LOCATION OF TEST 1215215 80 BOTH ST.SW-FH SO4 _ I DATE OF TEST 02.02.23 WET SYSTEM 1 SITE PLAN DATA SUPPLIED BY CITY OF EVERETT ELEVATION OF FLOW TEST: 607.31 FTA.S.L. AREA AREA NUMBER OF 2 FIRE PUMP ROOM 1 DESCRIPTION SQ.FOOTAGE SPRINKLERS 1 4 I 3 DETAILS SYS 5 38,773 457 SITE PLAN SYMBOL 4 AREA1 - HYDRAULIC CALCULATION DATA 5 AREA 12"DI EXISTING UNDERGROUND 1z�DI DENSITY: (12) ESFR SPRINKLERS FLOWING AT 40 PSI EACH 6 AREA 3 12"DI DEMAND AT BASE OF RISER NEW UNDERGROUND(BY OTHERS) 7 AREA 4 - 11 1715.6 GPM AT 109.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) - T NEW FIRE HYDRANT(BY OTHERS) DEMAND SOURCE 8 AREA 5 29.2 PSI ( 250 GPM OUTSIDE HOSE ALLOWANCE)11965 6 GPM AT V EXISTING HYDRANT 9 AREA 6 ►1 NEW VALVE(BY OTHERS) ❑I D4 EXISTING VALVE sI �1 0 C{ NEW YARD FDC(BY OTHERS) z^DI �? ELECTRIC BELL(BY OTHERS) - a 12 DI - - - - RC - UG3 R - �- BOTH T.SW -- - - PROPERTY LINE ------------------------ �� NEW YARD PIV(BY OTHERS) N SITE PLAN 0 25 50 75 100 125 SCALE 1"=50' O 12 31/4F FF W14x22 W24x55 W14x22 W24x68 W24z62 W24x68 W21x44 I-BEAM W21 x441-BEAM W24x76 60 MIL.TPO SINGLE-PLY W24x551-BEAM I-BEAM I-BEAM I-BEAM I-BEAM I-BEAM I-BEAM W24x68 I-BEAM ROOFING OVER R-38 RIGID I-BEAM INSUL.(2 LAYERS POLYISOCYANURATE WITH STAGGERED JOINTS,TYP.)ON METAL DECK P.C.PANELS 6.75"CONC.SLAB ON GRADE 594'-0• FIFE SECTION A/1 FACING SOUTH N.T.S. SITE P LA N HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. SYM MANUFACTURER S.I.N. TYPE MODEL AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED i■■■■■■■■■■■■■■■■■■■■■■■■■� 1106 54th AVE EAST BOD BOTTOM OF DECK STRUCTURE IN INCHES SMARTCAP CONSTRUCTION ■ WASH INGTON STATE ■ BOD CERTIFICATE OF COMPETENCY 5 S TACOMA,WA 98424 BOP BOTTOM OF PURLI ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ BOP BOTTOM OF TRLSS ■ ■ CONTR.REG.NO.SMITHFS7360T lST SOT BOTTOM OF TRDSS 2-WAY EARTHQUAKE SWAY BRACE 8201 164TH AVE NE,STE 110 CTS CUT TO SUIT LETTER INDICATES TYPE REDMOND,WA ; Aaron Stewart Nelson Bus: (253)926-1880 FAX: (253)926-2350 FO FEW ORDER ■ ■ AREA AREA AREA IFOW INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE 2345-1019-C Level 3 OFOW OUTSIDE FACE OF WALL LETTER INDICATES TYPE : Smith Fire Systems,Inc. SMARTCAP - BAKER VIEW NAS NO AUTO.SPRINKLERS ■ d■ AREA 4 AREA 5 AREA 6 uNo UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:NOLAN VELLA ■ SMITHFS1360T '•■ ELEVATION ABOVE REFERENCED PHONE:(206)687-6390 o o: POINT IN FEET AND INCHES FAX: ■ Expo-ea■ 1215 BOTH ST SW O HYDRAULIC CALCULATION NODE SUPERINTENDENT: ■SW nature 2/31 23 EVERETT,WA FLEXIBLE COUPLING PHONE: �....................... FAX: DESIGNER PROJECT MGR DATE SHEET JOB NO. TOTAL THI;SHEET �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN VLAD Y. I B.COOK 1 08.10.23 1 1 OF 9 NC23102