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FIR2024-0017+Fire_Sprinkler_Plan+2.22.2024_8.28.35_AM+4075093SCOPE OF WORK: HANGER NO. 14W SAMMY SCREW AND ROD "TJI" Joist I SAMMY SCREW GST 20 AllAll =_ Pre -Drill Hole Thread =_ Rod HANGERRING Pipe HANGER NO. 15W SIDE SAMMY SCREW SAMMY SIDEWINDER SWG 20 All 2 C Thread Rod Z 0 Pipe HANGER RING HANGER DETAILS SCALE: NTS 1" ARM -OVER ( T-8.5" ) BRANCH LINE / MAIN 1" DROP HARD DROP ( 13.5" DRY HEAD) SPRINKLER PENDENT (MODEL & FINISH PER PLAN) SPRINKLER DROP DETAIL SCALE: NTS AMBIENT TEMPERATURE OF COOLER AT JOBSITE U MINIMUM EXPOSED BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM AMBIENT TEMPERATURE OF PROTECTED AREA' AT THE DISGHARGE END OF THE SPRINKLER EXPOSED BARRCL AMBIENT TEMPERATURE 41 1 50'FAi I 60'Ff16"C EXPOSED MINIMUM BARREL LENGTH" (FACE OF71ETOTOP OFCEILING) IN. (MM) IN. (MM) IN. (MM) 40'F(49C) 0 0 0 31 (-1 °C) 0 0 0 20'F (-7-1 41 0 a 10°F;-12°C) 8 (200} 1 (25) 0 0°F (-18°C) 12 {:3001 31 0 -1i (-23°C) 14;3W) 4 (100) 1 (25) -20°F (-2�1°C) 141 5 (150) 3 (75) 16{400) 8(200) 4(100) -40PF (-40-1 181450) $ (2001 4 (100) -5TF (-46`C) 20 (500} 10 (2501 1 6 Ow -i (-61°IC) 201500} 10 (2501 6 (150) " FOR AMBIENT TEMPERATlJRES EXPOSED TO THE DISCHARGE END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES LISTED, USE 111E NEXT COOLER TEMPERATURE. •Y THE 14INIMUM EXPOSED BARREL LENGTH IS NGT THE SAME AS THE "A' DIMENSION- THE miNIMIJM ExPOSED BARREL LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WTH A MAXIMUM VAND VELOCITY ON THE EXPOSED SPRINKLER OF 30 MPH (48 Kiiiii LONGER EXPOSED BARREL LENGTHS WILL HELP AVOID FREEZING OF THE WET PIPING SPHERE HIGHER iii VELOCITY IS EXPECTED. *'* THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED FROM THE FACE OF niE FITnNG TO THE INSIDE FACE OF THE INSULATION, WALL, OR CEILING LEADING TO THE COLD SPACE, WHICHEVER IS CLOSEST TO THE FITTING. LEVEL1 - WALK-IN COOLER FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" INSTALL 1 INCH NPT THREADED END OF DRY PENDENT SPRINKLER SNET PIPE INTO THE 1 INCH NPT SIDE OUTLET OF A MALLEABLE IRON TEE FITTING r­----- PER ANSI B 16.3 (CLASS 150) OR CAST IRON THREADED TEE FITTING -1-- ��--- -- �i PER ANSI 16.4;CLASS 1251ONLY. N t =- 4 --J L--� t--- L --1 ii IF HUMIDITY AND TEMPERATURE DIFFFRFNTIAL L j CAUSE CONDENSATION ON THE EXPOSED DRY SPRINKLER. CONSIDER WRAPPING THE EXPOSED BARREL WITH INSULATION, FOAM INSULATING TAPE OR IFOLAVALENT. MINIMUM (HEATED AREA) EXPOSED BARREL LENGTH CLEARANCE A' HOLE DIMENSION CEILING ;PROTECTED AREA) IF NECESSARY, SEAL THE CLEARANCE SPADE AROUND THE SPRINKLER CUP TO AVOID LEAKAGE OF AIR INTO THE PROTECTED AREA. I DO NOT BLOCK VENT HCLES CN TCP OF CUP. I I INSIDE SURFACE OF INSULATION, WALL, OR CEILING 3 51lli I . - COVER PLATE 051FG3'2'+ 41-7 WALK-IN COOLER PLAN VIEW SCALE: 1/4" = 1'-0" CEILING HEIGHT 8'-5" AFF EXISTING BRANCHLINE @ 7'-11" AFF CE ILING HEIGHT OF COOLER 61 AFF 'I I I I I I I I I I I I I I I I I I I I I I I _ FINISHE -----, I I , I , , I I D FLOOR @ 0'-0" WALK-IN COOLER ELEVATION VIEW SCALE: 1/4" = 1'-0" Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Reliable RA5114 G5-56Dryl 4 5.6 Pendent 1 Quick Chrome 200°F Total = 4 0 ElZecetI F. 115 teat ". CP' 1) ADD TWO DRY SPRINKLERS INTO THE NEW WALK IN COOLER FROM THE EXISTING SYSTEM. GENERAL NOTES: 1) MATERIALS INSTALLATION AND DESIGN PER NFPA 13 STANDARDS 2) ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40 DEGREE F TO PREVENT WATER IN PIPES FROM FREEZING BY OTHERS 3) STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING BY OTHERS. 4) ALL FIRE ALARMS, WIRING, MONITORING ARE BY OTHERS. EXCLUSIONS: 1) FIRE WATCH OR TEMPORARY SPRINKLER PROTECTION DURING CONSTRUCTION. 2) ACOUSTICAL CAULKING 3) FIRESTOP CAULKING 4) HEAT TRACE OR INSULATION 5) UPRIGHT SPRINKLER PROTECTION ABOVE NONCOMBUSTIBLE CONCEALED SPACES. 6) PAINTING SPRINKLER PIPE 7) REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE OF WORK 8) MODIFICATION OF EXISTING MAINS AND BRANCH LINES 9) STRUCTURAL ANALYSIS, SEISMIC INVESTIGATION 10) FPE AND PE REVIEW 11) UNDERGROUND WORK DESIGN CRITERIA: PER NFPA 13 - 2016 AND CITY OF EDMONDS 1) RESTAURANT SERVICE AREAS - ORDINARY HAZARD GROUP I TENANT IMPROVEMENT: NO HYDRAULIC CALCULATION THIS PROJECT IS A TENANT IMPROVEMENT. THE FACILITY HAS ALREADY BEEN PROTECTED BY AN EXISTING FIRE SPRINKLER SYSTEM. MODIFICATION FOR NEW WALLS, CEILINGS, AND HVAC LAYOUT WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM HYDRAULIC DESIGN. CONSTRUCTION TYPE: WOOD, UNOBSTRUCTED UNO ON PLAN UNOBSTRUCTED CONSTRUCTION SPRINKLER DEFLECTOR - 12" MAX. BELOW DECK / CEILING ELEVATIONS: BOD=81 BOM=71 BOL = 7'-11" AREA OF WORK WALK IN COOLER Dan IGrT I nlrroTlnKI KEY PLAN SCALE:NTS © Neu aQ mm�m Canaan'ocs o Q McDonald McGarry Insurance Edmonds Library - Sno-Isle Libraries lieuge v p Slate Salon and Spa Edmonds Library mei Healt O ,[ - _ C [ubdlor33 55 Fraiming, Inc VICINITY MAP SCALE: NTS NORTH Racing Cc Q Frances Andersor 9 Olympic Ballet" Main Street Kids heal & Child Care RJ n v LORPOW Si COPORf ABBREVIATIONS DRAWING SYMBOLS DRAWING SYMBOLS FLEX DROP LEGEND SPRINKLER PIPE LEGEND WALL LEGEND CERTIFICATION OF COMPETENCY REVISIONS CUSTOMER INFORMATION VICTOR TAVERN SP SPRIG UP 2-WAY EQ BRACING ❑,� NEW MECHANICAL TEE (U-BOLT) q' 4'-0 FLEX DROP NEW SPRINKLER PIPE V NEW FULL HEIGHT WALL NO. DATE RN RISER NIPPLE Q, ,y 4' EL 4'-0 FLEX DROP, ELBOW STYLE PROJECT MANAGER: Devon Debo 550 MAIN STREET DR DROP 4-WAY EQ BRACING ❑�.� NEW MECHANICAL TEE 6' U-0 FLEX DROP 1 EXISTING SPRINKLER PIPE r Z Z I NEW FULL HEIGHTSOFFIT HEADER OFFICE PHONE: 206-849-4521 FF TS FINISH FLOOR TOP OF STRUCTURE f HANGER LOCATION Q RELOCATE EXISTING SPRINKLER 6' EL 6' EL FLEX DROP, ELBOW STYLE , WASHINGTON STATE Expires CERTIFICATE OF COMPETENCY EMAIL: ddebo@wilcoxconstruction.com EDMONDS WA 98020 z BOS BOTTOM OF STRUCTURE 4'BR 4'-0 FLEX DROP BRACKET 1 RELOCATED EXISTING PIPE L _ _ _ _ _ NEW LOW WALLS (AT LEAST 1S" Dec at,za � FIRE SPRINKLER SYSTEMS " BOD BOM BOTTOM OF DECK BOTTOM OF MAIN m + BRANCH LINE RESTRAINT LOCATION (E) EXISTING SYSTEM COMPONENT NEW FLEX DROP BELOW FINISH CEILING) �� Matthew William Kunkle SUPERINTENDENT: Kirk Olsen JOB NO. 2305057 AHJI: CITY OF EDMONDS / KING COUNTY BOL BOTTOM OF BRANCH LINE CENTER LINE FLEXIBLE COUPLING — 4960-0322-C LEVEL 3 CELL PHONE: 206 817 8454 DATE 2-21-24 FP1 ors OPEN TO STRUCTURE �,EXISTING FLEX DROP Columbia Fire, LLC � � , Columbia Fire EMAIL: kolson@wilcoxconstruction.com COLUMFL795NJ FO Ca FIELD ORDER CUT ON JOB ro D BOTTOM OF DECK ELEVATION , EXISTING SPRINKLER LEGEND SPRINKLER SYSTEM SERVICE & REPAIR DESIGNER David Olivas IFOW INSIDE FACE OF WALL �+ HYDRAULIC CALCULATION NODE 02/21/2024 WALL#COLUMFL795NJ WILCOX CONSTRUCTION EXISTING SSP*/Z--111 PM Wes Hamilton OFOW NAS OUTSIDE FACE OF WALL NO AUTO. SPRINKLER REQUIRED M1.A SPRINKLER MAIN FAB Signature Date IL � South Findlay Street 1 OF 1 UNO UNLESS NOTED OTHERWISE EXISTING SSU =mmmmmmmmmmmmmmm Seattle, WA98108 #1 SCALE 1/4"=V-0" NIC NOT IN CONTRACT SPRINKLER BRANCH LINE FAB (206) 232-8569