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APPROVED FIR2023-0138_Buildings A_Fire Sprinkler Plans (6-2-23)RISER ROOM COMPONENTS LEGEND SPARE SPRINKLER STOCK SYMBOL LEGEND SCOPE OF WORK REDHAWK FIRE PROTECTION, LLC # QTY SIZE DESCRIPTION MANUFACTURER MODEL / PART NO REQUIRED SIGNAGE QTY SIZE DESCRIPTION X EXISTING SPRINKLER PIPING WITH LABEL 1 1 4 GROOVED FLEXIBLE COUPLING GENERIC N/A N/A 8 t/2 RELIABLE, F1 Res49, R3516, 4.9K, 155°F, WHITE 2 1 4 DOUBLE CHECK DETECTOR ASSEMBLY DERINGER D30 N/A 2 1/2RELIABLE, F1 Res49, R3516, 4.9K, 175°F, WHITE U X NEW WET STEEL SPRINKLER PIPE WITH LABEL X-X 3 1 4 x 2 GROOVED CONCENTRIC REDUCER GENERIC N/A N/A 1 N/A RELIABLE SPRINKLER MODEL W4 WRENCH 3-1% 6-0 1-0 X 4 1 2 CPVC GROOVED ADAPTER GENERIC N/A N/A NEW WET CPVC SPRINKLER PIPE WITH LABEL 5 1 2 x 1 t/ WATERFLOW SWITCH POTTER VSR-M N/A °O / PIPE HANGER 6 1 1 TEST & DRAIN W/ t/2' PRESSURE RELIEF GLOBE UTD MAIN DRAIN (1) ch i 1 7 1 t/2 PRESSURE GAUGE GENERIC N/A N/A Approved GROOVED RIGID COUPLING 8 1 4 GROOVED CHECK VALVE RELIABLE MODEL G N/A DFM ckyr&-Fuvt N 9 1 12 CT SPARE SPRINKLER STOCK BOX SEE SPARE STOCK LEGEND ARGCO 6510150 N/A South County Fire ( ) Date: 06/02/2023 GROOVED FLEXIBLE COUPLING NOTES: 2 • 2 1. SIGNAGE TO BE PROVIDED ON ALL CONTROL VALVES, DRAIN VALVES, TEST CONNECTIONS, FIRE DEPARTMENT CONNECTIONS AND SUPERVISORY AIRLINES AND 06-02-2023 r' SEISMIC BRACE - LATERAL (PERPENDICULAR TO PIPE) INSTALLED AT LOCATIONS GIVEN PER NFPA 13 (2013) SECTION A6.10. PLAN REVIEW , APPROVED WITH CONDITIONS: SEISMIC BRACE -LONGITUDINAL PARALLEL TO PIPE 2. HYDRAULIC CALCULATION PLACARDS TO BE PROVIDED AND INSTALLED ON THE SYSTEM RISER PER NFPA 13 SECTION 25.5. 1. SEE SOUTH COUNTY FIRE SPRINKLER STANDARDS REGARDING ( ) SIGNAGE REQUIREMENTS. (SOUTHCOUNTYFIRE.ORG) r 2. AN ALL WEATHER MAP OF THE SPRINKLER SYSTEM REQUIRED IN THE RISER ROOM. SEISMIC BRACE - LATERAL AND LONGITUDINAL 3. KNOX BOX REQUIRED AT RISER ROOM DOOR. (SOUTH COUNTY YY SPRINKLER STANDARD) 4. ALL CONTROL VALVES REQUIRED TAMPER SWITCHES INCLUDING — — — — — REMOTE AREA BOUNDARY DOUBLE CHECK VALVE CONTROL VALVES. t?IS�f? f?DOM 5. MEANS SHALL BE PROVIDED DOWNSTREAM OF BACKFLOW PREVENTION VALVES FOR FORWARD FLOW TESTS AT A MINIMUM XX HYDRAULIC NODE FLOW RATE OF THE SYSTEM DEMAND. (NFPA 2013 6.8.8) 6. LOCKING KNOX FDC PLUG IS REQUIRED. (SOUTH COUNTY FIRE SPRINKLER STANDARD) 7. FDC STEM SHALL BE PAINTED RED WITH 4" WHITE ADDRESS OF THE O" TS ELEVATION TAG BUILDING ENLARGED RISER ROOM PLAN 8. FDC SHALL HAVE INFORMATION STATING "AUTO SPRINKLER". DFM BURT 0 6" 1 ' 2' 4' ELECTRIC FIRE ALARM BELL SCALE: 1 /2"=V-0" FIRE DEPARTMENT CONNECTION - REMOTE F61 FIRE HYDRANT -0� GATE VALVE I:I%R I:OOM VAULT ABBREVIATIONS III II II ' ' 01Z> L I `' �1. — 2.1 0-11 -7 ATR ALL -THREAD ROD SEMI -RECESSED PENDENT BB BOTTOM OF BEAM SPRINKLER (TYP) CL CENTERLINE _+ — CTS CUT TO SUIT 7 DN PIPE DOWN 9 DR DROP 12" TJIs @ 16" O.C. i FDC FIRE DEPARTMENT CONNECTION 6 FF (OR AFF) ABOVE FINISH FLOOR CABINET FOC FACE OF CONCRETE CPVC PIPE (TYP) e� 13 FOW FACE OF WALL 4 GALV GALVANIZED ❑ GOL GROOVE-O-LET 0-8 IFOW INSIDE FACE OF WALL 12" TJIs @ 16" O.C. 8 MT MECHANICAL TEE O.C. ON CENTER N 2 PIV POST INDICATOR VALVE POL THREADED PIPE-O-LET o(n 1 oc�n I RC REDUCING COUPLING o J� !`, RHFP POINT OF RN RISER NIPPLE 12 0-1 1 CONNECTION SP SPRIG - SS STAINLESS STEEL THR THREAD TS TOP OF STEEL OR TO STRUCTURE A BUILDING CROSS SECTION (LOOKING NORTH) FIRE RISER SECTION TYP TYPICAL 0 2' 4' 8' 16' C 0 6" 1' 2' 4' UNO UNLESS NOTED OTHERWISE r UP PIPE UP SCALE: 1 /8"=1 '-0" SCALE: 1 /2"=1 '-0" 'A : ■ � ��`° 8' DI WATER LINE ■■■■■■.■■■■■■■■■■■■■■■■��■■■■■■■■ta■■■■■■■■■■■■■■■■��■■■■■■■■�■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■777 ■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■ ■■■■■■■fit•■■■■■■■■!■■■■■■■■■■■■■■ �■■■■■■�■■■■■■■■■■■■■■■■�i \\ ■ ■ ■ \\ 11 � � 6" PRIVATE : HYDRANT 1 f (BY OTHERS) 44'-3" DI CLASS 52 ` LJ 4' WATER SUPPLY (BY OTHERS) ■ : 1 2 3 4 5 6 7 8 9 10 11 ■12 10" BELL MOUNTED TO BUILDING EXTERIOR D(ALL DTO D D ■ : B 12 RHFP I �� L—i BLDG-C : UNDER SEPARATE PERMIT : : : Lu WIRING & INSTALL E BY OTHERS) : STARTING POINT : U) : ■Z ■ J ■ ■ : U : ■p W. : LL Z ■ LO W ■ ■ LO ■ cf) ■ C ■ :Q 'U �• ■ BO . ■ p 0 ■ ■ N BLDG UNDER SEPARATE DBLDG PERMIT UND B R SEPARATE PERMIT ■ ■ ' '. •■ ■ U) ■ ■ F7= IS ■ ■ : • M N 5 16 18 19 20 22 22.5 23 24 25 YARD FDC2/2 oDD � .��♦♦ (BY OTHERS) 8' DI WATER LINE ..................■.....■■.....................■.............................■............■...........................................■■■.................................................................................................................■■.:.................e ■ ■ I� • I ■ ■ SITE PLAN - FOR REFERENCE ONLY 0 4' 8' 16' 32' SCALE: 1/1 6"= F-0" UNDERGROUND NOTES 01 - ALL UNDERGROUND WORK BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 02- PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 03 - ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY DEPTH TO TOP OF PIPE. 04 - ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 05 - ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (2014). 06 - ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (WHICHEVER IS GREATER) FOR TWO HOURS IN ACCORDANCE WITH NFPA 24. 07 - ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24. FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 490 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM ESTGiATE 228th St SW de t 1 , J 4� 229th St SW SITE WhirlyBall Safeway ' 228th St SW I �D I; I 238th St SW 1 � / fBurlington Q 1 kLE-VILL4GE I f 1 2"th St SW HILLWOOD 4�. Costco WholesaleQ z Ballinger Comn-l' l Apartment Homes VICINITY MAP NOT TO SCALE RED HAWK FIRE PROTECTION, LLC. (RHFP) WILL PROVIDE (1) WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE ENTIRE PROPOSED NEW BUILDING. RHFP WILL START WORK AT 4" THREADED CONNECTION 6" AFF IN RISER ROOM ON LEVEL 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES. CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES. ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. HEAT TRACING IF REQUIRED GENERAL NOTES 01 - SPRINKLER SYSTEM DESIGN PER NFPA #13 (2016), NFPA #13R (2016), AND CITY OF EDMONDS (AHJ). 02- ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 03 - FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13 AND AUTHORITY HAVING JURISDICTION. 04 - IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE, AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 05 - FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 06 - ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING, OR PATCHING TO BE BY OTHERS. 07 - 1" - 2" CPVC PIPE TO BE SCHED 80 CPVC WITH GLUE -ON CPVC FITTINGS. 08 - TYPICAL CPVC HANGER TO BE CPVC TYPE LINO. BUILDING CODE ANALYSIS OCCUPANCY CLASSIFICATION AND USE BUILDING CONSTRUCTION TYPE: APPLICABLE CODE(S): APPLICABLE STANDARDS: NUMBER OF STORIES: ACTUAL BUILDING HEIGHT: BUILDING AREA IN SQUARE FEET: FIRE SPRINKLERS: FIRE ALARM: SMOKE CONTROL SYSTEM: SITE CLASS: SEISMIC DESIGN CATEGORY: OCCUPANCY CATEGORY: SS: S1: SDS: SD1: WATER FLOW INFORMATION R-2 V-B IBC (2018), IFC (2015) NFPA 13R (2016) 3 42'-0" 12,489 FT YES YES NO D D 1.32 0.50 0.88 0.50 WATERFLOW INFORMATION HAS BEEN PROVIDED BY LAKEHAVEN WATER DISTRICT. THE FOLLOWING INFORMATION OBTAINED FROM WATER FLOW MODEL RECEIVED 02/07/2022. STATIC PRESSURE: 65 PSI RESIDUAL PRESSURE: 20 PSI @ 1900 GPM MODELED HYDRANT LOCATION ON 236TH. DESIGN CRITERIA LEVEL 1 PER NFPA 13 (2016), LEVEL 2-3 PER NFPA 13R (2016), CITY OF EDMONDS, AND PROJECT SPECIFICATION. RESIDENTIAL WET SYSTEM RESIDENTIAL (NFPA 13R) 16' x 16' SPACING DESIGN DENSITY: 13 GPM @ 7 PSI / MOST DEMANDING 4 SPRINKLERS LIGHT HAZARD WET SYSTEM RESIDENTIAL (NFPA 13) DESIGN DENSITY: 0.10 GPM / 934.05 FT NOTE: CALCULATIONS MAY APPLY A QUICK RESPONSE AREA REDUCTION IN LIGHT HAZARD AND ORDINARY HAZARD AREAS. SEE INDIVIDUAL CALCULATIONS FOR DETAILS. J 2 a Ba!lincle, Park n A f � Y N r -i Nile Shrine Golf Course w 236thS I Cm [ \PP l Regal CineArref"� Mountlake © yolyrood Cemetery a IIJ/ Z m D z i t l\ % 801 VALLEY AVEONW, SUITED PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 OP NICET Stamp Approvals Required CITY OF EDMONDS OWNER / ARCHITECT Revisions Contract With: KIRTLEY-GOLF ASSOCIATES LLC 2820 OAKES AVE B EVERETT, WA 98201 PM: JAMES SCHWARTZ Phone: (425) 231-8426 Email: JSchwartz@Kirtley-Cole.com Contract Name: HOUSING HOPE EDMONDS LUTHERAN 8215 236TH ST SW EDMONDS, WA 98026 Drawing Title GENERAL NOTES Key Plan FIR2023-0138 RECEIVED Jun 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: Job Number: Designer: Building Permit: Drawing No. June 02, 2023 70106 LAUREN MAIN FP1 OF 2 (2) #905 SCREWS W/ BACKING NUTS REDHAWK FIRE PROTECTION, LLC CA CB DESIGN NOTES 10 EXTERNAL WATER SOURCE AND RISER LOCATION. 20 PIPE AND SPRINKLERS LAID OUT TO AVOID STRUCTURAL BEAMS, HVAC DUCTWORK, LIGHTING AND ANY OTHER OBSTACLES. (TYP) OWALKWAY LOCATED ABOVE, FIRE PROTECTION REQUIRED BELOW. (TYP) FIRE SPRINKLER PLAN - FIRST FLOOR 0 2' 4' 8' 16' SCALE: 1 /8"=Y-0" CEILING LEGEND CEILING BUILT UP DIRECTLY TO TJIs, FINISH HEIGHT TO BE 8'-0" CEILING BUILT UP DIRECTLY TO TJIs, FINISH HEIGHT TO BE 11'-6" SPRINKLER LEGEND Symbol Manufacturer SIN Model K-Factor Type Size Response Finish Temperature Note Quantity O Reliable R3516 F1res49 4.9 Pendent % Quick White 155 OF SEMI -RECESSED 108 Reliable RA1414 F1 FR56 5.6 Pendent % Quick Off White 155 OF SEMI -RECESSED 36 Reliable RA1414 Fl FR56 5.6 Pendent % Quick Off White 200 OF SEMI -RECESSED 3 Reliable RA1664 DH56 5.6 Sidewall % Quick Brass 155 OF DRY HEAD 10 Total =157 n7 8 nn9 10 11 n12 � /t�'c P 3VP � PA LL 3f3 23A 2I3n/ 113A 2 2 2 2 23P/ 0A 2 2 2 8'"O" 2 - 213t7/ 113A 2'12 • • • ao ao ao _ • • 113 • • • 114 2 2 • _ . - • 2 • o ,' 2 1 o o _ �� ° • _ FP1 I J J, F" O 3 O Hydraulic Information Remote Area Al OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.10 for 1500.00 ft2 (Actual 949.24 ft2) QUICK RESPONSE REDUCTION 11-6 Ceiling (37.8%) 933.75 ft2 TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 10 K-FACTOR 5.6 TOTAL WATER REQUIRED 257.20 TOTAL PRESSURE REQUIRED 52.403 BASE of RISER (gpm) 257.20 BASE of RISER (psi) 52.403 SAFETY MARGIN (psi) +11.484 (18.0%) CA CB n7 Hydraulic Information Remote Area A2 OCCUPANCY CLASSIFICATION Residential 13R DENSITY (gpm/ft2) 0.10 for 377.46 ft2 (Actual 377.46 ft2) TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 4 K-FACTOR 4.9 TOTAL WATER REQUIRED 154.87 TOTAL PRESSURE REQUIRED 32.507 BASE of RISER (gpm) 154.87 BASE of RISER (psi) 32.507 SAFETY MARGIN (psi) +32.058 (49.7%) n9 FIG. 187 HANGER CPVC PIPE (1" - 2" ONLY) FIG. 187 HANGER TJI JOISTS AFCON FIG 187 TO WOOD JOIST CPVC / STEEL HANGER N.T.S FIG. 188 HANGER CPVC PIPE (1" - 2" ONLY) (2) #905 SCREWS W/ BACKING NUTS FIG. 188 HANGER TJI JOISTS AFCON FIG 188 TO WOOD JOIST CPVC / STEEL HANGER UNHEATED AREA INSULATION FIRE SPRINKLER PIPING 6 INSULATION AIR GAP REQUIRED TENTING PIPE AROUND ALL WET (BY OTHERS) SPRINKLER PIPING HEATED AREA PIPE TENTING (BY OTHERS) N.T.S CPVC PIPE (1" ONLY) FIG. 188 HANGER TJI JOISTS TOLCO FIG 29 TO WOOD JOIST CPVC / STEEL HANGER N.T.S N.T.S 10 in,12 o� �5 A 05 A LL � 01C3A a' 0 118 \2 • 2 2 a o 2 • 23 2 23b II 2 2 2 `>2 2 • • • 116 8 0 B4O a'-o 115 _ • • • 0 \ JV • • 2 . . . . - . . . . . 2 • - • 119 • -� 163 vi 117 _ • • � 0 O o oL ,� • O 0 o o • _v • ELI/ • ,- .... 161 • • � 2 • 2 I 164 162 • • • • • p` • FP1 REMOTE AREA A2 FIRE SPRINKLER PLAN - SECOND FLOOR FIRE SPRINKLER PLAN - THIRD FLOOR 0 2' 4' 8' 16' 0 2' 4' 8' 16' SCALE: 1 /8"=1 '-0" SCALE: 1 /8"=1-0" Leec V�Aaff 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 OP NICET Stamp Approvals Required CITY OF EDMONDS OWNER / ARCHITECT Revisions Contract With: KIRTLEY-COLE ASSOCIATES LLC 2820 OAKES AVE B EVERETT, WA 98201 PM: JAMES SCHWARTZ Phone: (425) 231-8426 Email: JSchwartz@Kirtley-Cole.com Contract Name: HOUSING HOPE EDMONDS LUTHERAN 8215 236TH ST SW EDMONDS, WA 98026 Drawing Title FIRE SPRINKLER PLANS Key Plan RECEIVED Jun 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: Job Number: Designer: Building Permit: Drawing No. June 02, 2023 70106 LAUREN MAIN FP2 OF 2