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HomeMy WebLinkAboutPP - 14211 34TH AVE S - BURN LOT 2 - PERMITS AND PLANS14211 34TH AVE S ASSOCIATED PERMITS 19-5-079 D18-0381 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address:14211 34th Avenue S — Burn La-Z 553720-0115 Suite Number: Floor: Tenant Name: (new construction) New Tenant? ❑ - Yes Q - No Property Owner's Name: Cary Lang Construction Mailing Address: 29815 24th Ave SW CONTACT PERSON -if there are questions about the submittal. Name: Jake Box Company Name: Glacier Fire Protection, LLC Federal Way City WA 98023 State Zip Day Telephone: (307) 251-1701 Mailing Address: PO Box 7980 Bonney Lake E-mail Address: jakeb@glacierfp.corn City WA 98391 State Zip Fax Number: N/A Erin Clayton 7544-0817-C Contractor's City of Tukwila 0998044 NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: 24 Valuation of Project (contractor's bid price): $ 7,000'00 Scope of Work (please provide detailed information): Design & install fire sprinkler system in new constructed 1 family dwelling per NFPA 13D. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: POW signed a„Jake B. Jake Box DI /mwProtection, .�... Signature: Dale: 2019.04.14 16:00-51 mm Print Name: Jake Box Plan Permit App.doc 8/22/14 Date: 4/14/2019 Day Telephone: (307) 251-1701 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Die 0301 /6-5-d79 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proje 3AresType Sprinklers: Fire Alarm: of Inspect" n: Address:,/47 Suite #: / Zti INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ptc(-0551 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � �� Sprinklers: � � 2 0 Type of Inspection: f Address: Suite #: `( / A // 311Aey L c ` Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .02-c Tho /v& k4' 7-esr (24 --Ss Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type. Inspector: r 4 — Date: S`1'J�(j fl9 Hrs.: J $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 16 Hyd atuttc Overvi Job Number: 40104 - 40024 Report Description: Residential (1 J� 3' Job Number 40104 Design Engineer Erin Clayton Job Name: Burn Lot 2 Phone 303-551-5308 FAX Address 1 14211 34th ave South State Get toatio&License Number Address2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Building System Density 0.50gpm/ft2 Area of Application 900ft2 (Actual 289ft2) Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Sprinkler 256ft2 Number Of Sprinklers Calculated 2 System Pressure Demand 66.199 System Flow Demand 26.38 Total Demand 26.38 @ 66.199 Pressure Result +32.703 (33.1%) Supplies _ Check Pant Gauges Node Name Flow(opm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 985.00 99.000 20.000 40104 Bum Lot 2,;;,FPP ltilater Supply at Node 1 (985.00, 0.00, 99.000, 20.000) u 4 4 ann Pressure, psi ) CO 0 0 0) J CO CO C 1uuuw1uuuni1uinun1nnnni1uuuw1uuuw1uuuni1uuuui Static Pressure 99.000 \ 26 38 @ 66.199 System demand curve • 85.00 @ 20.000 10 0 [num moon lllllllll Illi III Ili 11111111 11 11111 111111111 111111111 201600600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm (, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:17PM Page 1 9�9 Job Number. 40104 - 40024 Report Description: Residential (1) Juts . Job Number 40104 Design Engineer Erin Clayton Job Name Burn Lot 2 State Certification/License Number Address 1 14211 34th ave South AHJ Address 2 Tukwilla, WA 98168 Job Sae/Building Address 3 Drawing Name 40104_Bum Lot 2_FPP System Remote Area(s} Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix 40024 Hose Allowance At Source 0.00 Density 0.50gpm/ft2 Area of Application 900ft2 (Actual 289ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 2 Coverage Per Spnnlder 256ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remo eAree Right: 64.218 Total Hose Streams 0.00 System Flow Demand 26.38 Total Nater Required (Including Hose Allowance) 26.38 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 17.49 between nodes 13 and 108 Maximum Velocity Under Ground 0.15 between nodes 1 and 13 Volume capacity of Wet Pipes 1168.72ga1 Volume capacity of Dry Pipes Supplies, Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @o (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 99.000 20.000 985.00 98.902 26.38 66.199 32.703 r Contractor Number Contact Name Contact Tale Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Ste ,+, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:19PM Page 2 Hytfrau ph Job Number. 40104 - 40024 • 4 rst Water Supply at Node 1 Pressure, psi J 0 $ 01 0 0 0 CD c II II III IIjIu I ILuI h.1III1111 III II IIII Il l llylll I I I I I I I 11, I I I I I II 11111111II N) -c, co W co co 6 99.000 @ 66.199 demand curve 85.00 @ 20.000 LV 10 1111II11I I I 1 I l 1 1 I I I I I 1 I I I I I I Ill Ill I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I J 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 0 SH L 200 400 600 800 1000 1200 1400 Water flow, gpm 1600 1800 2000 Hydraulic Graph \Nater Supply at Node 1 Static: Pressure 99.000 Residual: Pressure 20.000 @ 985.00 Available Pressure at Time of Test 98.902 @ 26.38 system Dema 66.199 @ 26.38 System Demand Qrcludap Hos. Albxame at souse) 66.199 @ 26.38 A[j ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:21 PM Page 3 111 Summary Of Outflowing Devices Job Number. 40104 - 40024 Report Description: Residential (1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c Sprinkler 209 13.00 13.00 4.9 7.039 Sprinkler 210 13.38 13.00 4.9 7.461 b Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:29PM Page 4 Node Analysis Job Number: 40104 - 40024 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 66.199 26.38 209 27-2 Spr(-7.039) 7.039 13.00 210 27'-2 Spr(-7.461) 7.461 13.38 13 -3'-0 T(4'-9) 66.199 39 27-7 T(5'-0), Tr(1'-0) 7.456 103 1'-10 BFP(-4,000) 42.068 108 -3'-0 WMV(-10.000) 55.983 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:30PM Page 5 Job Number. 40104 - 40024 Report Description: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream lie Route 1 DR 1.1010 13.00 4.38 150 0.030666 11'-6 8'-0 19'-6 Pf 0.598 Pe -0.181 Pv 209 27'-2 13.00 4.9 7.039 Sprinkler, 39 27'-7 7.456 E(7-0), Tr(1'-0) BL 1.1010 26.38 8.89 150 0.113596 71'-2 100'-0 171'-2 Pf 23.445 Pe 11.167 Pv 39 27'-7 13.38 7.456 Flow (q) from Route 2 103 1'-10 42.068 5T(5'-0), 10E(7'-0), 4Z, 5Tr(1-0), BFP(-4.000) BL 1.5980 26.38 4.22 150 0.018512 80'-3% 18'-0 98'-31/2 Pf 11.820 Pe 2.095 Pv 103 1'-10 42.068 108 -3'-0 55.983 2E(9'-0), WMV(-10.000) FM 0.7850 26.38 17.49 150 0.590003 12'-61/2 4'-9 17'-4 Pf 10.216 Pe Pv 108 -3'-0 55.983 13 -3'-0 66.199 T(4'-9) UG 8.3900 26.38 0.15 140 0.000007 82'-41/2 15'-3 97'-7'/2 Pf 0.001 Pe Pv 13 -3'-0 66.199 1 -3'-0 66.199 EE(15'-3), S 0.00 Hose Allowance At Source 1 26.38 oe Route 2 DR 1.1010 13.38 4.51 150 0.032366 0'-5 5'-0 5-5 Pf 0.175 Pe -0.181 Pv 210 27'-2 13.38 4.9 7.461 Sprinkler, 39 27'-7 7.456 T(5-0) Equivatent Pipe Lengths of Valves and Fittings (Cr120 only) ! C Value Multiplier 4.87 Actual Inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. pAutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:32PM Page 6 111 Hydraulic Analyst ti Job Number: 40104 - 40024 Report Description: Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Un Fittings Legend', AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22IA Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wrsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:32PM Page 7 Hydraulic Overvi Job Number. 40104 - 40024 Report Description: Residential (1 Job Job Number 40104 Design Engineer Erin Clayton Job Name: Burn Lot 2 Phone 303-551-5308 FAX Address 1 14211 34th ave South State CertsficatardLkanse Number Address2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Building System ;. Density O.50gpm/ft2 Area of Application 9OOft2 (Actual 289ft2) Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Spunkier 256ft2 Number Of Sprinklers Calculated 2 System Pressure Demand 66.199 System Flow Demand 26.38 Total Demand 26.38 @ 66.199 Pressure Result +32.703 (33.1%) Supplies Check Point (augeS Node Name Flow(gpm) Hose Flow(apm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 985.00 99.000 20.000 40104_Bum Lot 2_FPP Water Supply at Node 1 (985.00, 0.00, 99.000, 20.000) - Q- o n inn Pressure, psi 0 0 01 0) 0 0 0 C 1uunw1nnuni1uuuw1nuuw1uunni1uuuni1nuuni1uuuw Static Pressure 99.000 2638@66.199 System demand curve 85.00 @ 20.000 ZU 10 0 aMiILIIIIIIIOIIIIIIIII lllllllll Illi III Ilulllu 111111111 111111111 1111111110600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.1O.O 3/25/2019 1:4O:17PM Page 1 Hydraulic Summary Job Number. 40104 - 40024 Report Description: Residential (1) Jot Job Number 40104 Design Engineer.: Erin Clayton Job Name: Burn Lot 2 State Certification/License Number Address l 14211 34th ave South AHJ Address 2 Tukwilla, WA 98168 Job Site/Building Address 3 Drawing Name 40104_Bum Lot 2_FPP System Remote A€ea(s) Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix 40024 Hose Allowance At Source 0.00 Density 0.50gpm/ft2 Area of Application 900ft2 (Actual 289ft2) Additional Hose Guppies Node Flow(aoml Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256ft2 AutoPeek Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 64.218 Total Hose Streams 0.00 System Flow Demand 26.38 Total Water Required (Including Hose Allowance) 26.38 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 17.49 between nodes 13 and 108 Maximum Velocity Under Ground 0.15 between nodes 1 and 13 Volume capacity of Wet Pipes 1168.72ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) a° (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 99.000 20.000 985.00 98.902 26.38 66.199 32.703 Contractor Contractor Number Contact Name Contact The Name of Contractor. Phone Fxtenskn Address 1 FAX Address 2 E -mall Address 3 Web -See ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:19PM Page 2 Hydra Ci Job Number. 40104 - 40024 • 1111-1 Water Supply at Node 1 Pressure, psi o $ 0 0 0 0 o C III 11111111111111 11111 I I 1111111 I liii1111111111111 m 111111 II„ IIIIIII li Static Pressure 99.000 26.38 @ 66.199 System demand curve 85.00 @ 20.000 1 10 0—uau1111111 iiiii1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 0200 400 600 800 1000 1200 1400 1600 1800 Water flow, gpm 2000 Hydraulic Graph Water Supply at Node 1 Static: Pressure 99.000 Residual: Pressure 20.000 @ 985.00 Available Pressure at Time of Test 98.902 @ 26.38 System Demand 66.199 @ 26.38 System Demand preiudnp Hose AI nee et source) 66.199 @ 26.38 [bl, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:21 PM Page 3 911 Summary Of Outflowing Device; Job Number. 40104 - 40024 Report Description: Residential (1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) 1::> Sprinkler 209 13.00 13.00 4.9 7.039 Sprinkler 210 13.38 13.00 4.9 7.461 t Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:29PM Page 4 111 Node Analy Job Number. 40104 - 40024 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 66.199 26.38 209 27'-2 Spr(-7.039) 7.039 13.00 210 27'-2 Spr(-7.461) 7.461 13.38 13 -3'-0 T(4'-9) 66.199 39 27'-7 T(5'-0), Tr(1'-0) 7.456 103 1'-10 BFP(-4.000) 42.068 108 -3'-0 WMV(-10.000) 55.983 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:30PM Page 5 Hydraulic Analysis', Job Number. 40104 - 40024 Report Description: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream +i Route 1 DR 1.1010 13.00 4.38 150 0.030666 11'-6 8'-0 19'-6 Pf 0.598 Pe -0.181 Pv 209 27'-2 13.00 4.9 7.039 Sprinkler, 39 27-7 7.456 E(7'-0), Tr(1'-0) BL 1.1010 26.38 8.89 150 0.113596 71'-2 100'-0 171'-2 Pf 23.445 Pe 11.167 Pv 39 27-7 13.38 7.456 Flow (q) from Route 2 103 1'-10 42.068 5T(5'-0), 10E(7'-0), 4Z, 5Tr(1-0), BFP(-4.000) BL 1.5980 26.38 4.22 150 0.018512 80'-31/2 18'-0 98'-3'h Pf 11.820 Pe 2.095 Pv 103 1'-10 42.068 108 -3'-0 55.983 2E(9'-0), VMMV(-10.000) FM 0.7850 26.38 17.49 150 0.590003 12-61/2 4'-9 17'-4 Pf 10.216 Pe Pv 108 -3'-0 55.983 13 -3'-0 66.199 T(4.-9) UG 8.3900 26.38 0.15 140 0.000007 82-4% 15'-3 97'-71/2 Pf 0.001 Pe Pv 13 -3'-0 66.199 1 -3'-0 66.199 EE(15'-3), S 0.00 Hose Allowance At Source 1 26.38 imp Route 2 DR 1.1010 13.38 4.51 150 0.032366 0'-5 5-0 5'-5 Pf 0.175 Pe -0.181 Pv 210 27'-2 13.38 4.9 7.461 Sprinkler, 39 27-7 7.456 T(5-0) Equivalent Pipe Lengths of Wives and Fittings (C-120 on1p Value (1ultiplier + i Actual Inside Diameter 4 87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:32PM Page 6 Hydraulic Analysis Job Number: 40104 - 40024 Report Description: Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22''A Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WrF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. i1jAutoSPRINK 2018 v14.3.10.0 3/25/2019 1:40:32PM Page 7 SITE PLAN 0 4 8 16 32 SCALE 1/16"=1'-0" ❑ Without Comments Vr As Noted in Red o Per The Attached Letter :se plans have been reviewed b\' The Tukwila Fire «ention Bureau for conformance, vvit current City -dards. Acceptance is subject- 'rr: e tuts and .sions which do not ciuthorrze violations of adopted ?;lards and ordinances. The re 2ons!b!!ity for the -quacy of design rests totally with de• lea-'qn_r. editions, deletions c:, revisions to mese drawings oris !s date will void this zicceptance and Mil require a }submittal of reviser- i ewinns for subsequent approval. -mai acceptance is suoject to field test and inspection b, rile Tukwila Fire Prevention Bureau. Date: 4/- Z-/ 9 By: /, 1 f y otb yet vi . $ 1.0 To, U.p -CIcQfvrt, 12,e I'.65 -.L {� jy 206-.7:7T:5-4.-,:1,.07 and git ` 4 �, and exact vt`_, S ' down or rezI:urtit on r pp 'ovzi . GENERAL NOTES SCOPE OF WORK %-� CPVC PIPE STRAP AFCON MODEL 510 CPVC PIPE % HEX HEAD SELF f TAPPING SCREW AFCON #905 DOUBLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #1 SCALE : N.T.S. / / z z TECTION LLC 17 BACKFLOW ATER METE/ BY OTHERS i r 314" EXISTING CITY CONNECTION WOOD LAG SCREW PROPERTY UNE AFCON #514 HANGER Ir 14211 34TH AVE S CPVC SPRINKLER PIPE '• WOOD STRUCTURE TYPICAL HANGER DETAIL #2 SCALE : N.T.S. , HANGER APPLICATION 1 RESTRAINER APPLICATION HEX HEAD SELF • TAPPING SCREW CPVC PIPE SINGLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #3 SCALE : N.T.S. 1. THE FIRE PROTECTION SPRINKLER SYSTEM FOR THE SINGLE FAMILY DWELLING UNIT SHALL BE DESIGNED AND INSTALLED PER NFPA 13D, 2016. 2. CALCULATION FOR THE RESIDENCE SHALL BE PER NFPA 13D, 2016. 3. PIPE THROUGHOUT THE DWELLING UNIT TO BE CPVC SPRINKLER PIPING UNLESS NOTED OTHERWISE. 4. ALL HANGERS SHALL BE PLACED AND INSTALLED IN ACCORDANCE WITH NFPA 13, 2016. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ.FT. AND LESS. 6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THATARE LESS THEN 24 SQ.FT., THE LEAST DIMENSION DOES NOT EXCEED 3'-0 AND THE ROOM IS SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS. 7. SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8. SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CONCEALED SPACES, FLOOR/CEILING SPACES, CRAWL SPACES, AND OTHER CONCEALED SPACES THATARE NOT USED OR INTENDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. 9. WIRING OF ANY NEW DEVICES IF REQUIRED IS BY OTHERS. 10. PAINTING AND LABELING OF PIPING IF REQUIRED IS BY OTHERS. FIRE SPRINKLERS SHALL NOT BE PAINTED OVER. 11. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN THE TEMPERATURE ABOVE 400 AT ALL TIMES. 12. A MAIN DRAIN IS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13D. HUB DRAINS TO BE PROVIDED BY OTHERS AS NEEDED. 13. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL ROUGH VISUAL INSPECTION IS COMPLETE. 14. MAXIMUM RESIDENTIAL PENDANT SPRINKLER SPACING COVERAGE 16'-0 x 16'-0. MAXIMUM DRY SIDEWALL SPRINKLER HEAD SPACING 14'-0X14'-0. MAXIMUM RESIDENTIAL DRY SIDEWALL SPRINKLER HEAD SPACING 16-0 X 20'-0. 15. MINIMUM RESIDENTIAL PENDANT SPRINKLER SPACING 8'-0 O.C. MINIMUM DRY SIDEWALL SPRINKLER SPACING 6'-0 O.C. MINIMUM RESIDENTIAL DRY SIDEWALL SPRINKLER SPACING 8'-0 O.C. 16. ALL VALVES TO BE LABELED IN ACCORDANCE WITH NFPA-13D. 17. PIPE SHALL BE REQUIRED TO REMAIN ON A 2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. GLACIER FIRE PROTECTION WILL PROVIDE ONE WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE NEW RESIDENCE. 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 CEILING AND WALL REMOVAUREPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER SYSTEM. UNDERGROUND WORK OF ANY KIND DESIGN CRITERIA PER NFPA 13D (2016) RM -01 (RESIDENCE) THE DENSITY SHALL BE 13 GPM/SF OVER THE MOST REMOTE 2 SPRINKLERS WITHIN A COMPARTMENT. 16-0x 16'-0 MAX SPACING WATER FLOW INFORMATION FIRE SPRINKLER RISER 1" DRAN DOMESTIC LINE- A -- BY OTHERS WATER GAUGE GLACIER FIRE PROTECTION, LLC TO START WORK HERE 1112" AMES 20008 BACKFLOW PREVENTOR PROVIDED AND INSTALLED BY OTHERS 1112" WATER ENTRY BY OTHERS MAINTAIN 2" ANULAR CLEARANCE AROLND PIPE WATER FLOW INFORMATION HAS BEEN PROVIDED BY DILLON BAILEY WITH KING COUNTY WATER DISTRICT 125 STATIC: 99 PSI RESIDUAL: 20 PSI FLOW: 985 GPM DRAWING INDEX FP 0.10 SITE PLAN AND NOTES FP 2.10 MAIN AND UPPER FLOOR PLAN FP 2.20 UPPER ATTIC PLAN GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireproteclion.com GLACIFP834MJ PARCEL #.553720-0115 rowan aanatsslaata4 MI A s calf alaal .. aala6afl. I I f I I I I I I I I I I I f ▪ least:tare 1kms..asssssssssss WASHINGTON STATE CERTIFICATE OF COMPETENCY RE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544.0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 03/24/20" I I I I I I I I I so a 3 Ir.i 12/31119 pass s__ai a' 4211 34TH AVE Miteade'ript slo€yofrma 0 <� z 0 z 'a§ 0-Q- {1) PAID APR 1 201 'LAMA zih REVISIONS DESCRIPTION FLOOR/AREA SITE PLAN AND NOTES SHEET NUMBER Temperature LL o '6 U") LL o N N N LL 0 6 - N- N- Sprinkler Legend W u- o -'S w 'S a) E U Response Quick 0 as 0 a) N in as >. IT Pendent Pendent �, a in K -Factor rn . 5.8 v v Quantity LA N e- N Total = 28 Model RFC49 CO LL IX F3RES44 DRY Z (0¢ Co TS; Ir CO m i RA5231 Manufacturer Reliable of n m .5 ce Reliable Symbol FIRE SPRINKLER RISER 1" DRAN DOMESTIC LINE- A -- BY OTHERS WATER GAUGE GLACIER FIRE PROTECTION, LLC TO START WORK HERE 1112" AMES 20008 BACKFLOW PREVENTOR PROVIDED AND INSTALLED BY OTHERS 1112" WATER ENTRY BY OTHERS MAINTAIN 2" ANULAR CLEARANCE AROLND PIPE WATER FLOW INFORMATION HAS BEEN PROVIDED BY DILLON BAILEY WITH KING COUNTY WATER DISTRICT 125 STATIC: 99 PSI RESIDUAL: 20 PSI FLOW: 985 GPM DRAWING INDEX FP 0.10 SITE PLAN AND NOTES FP 2.10 MAIN AND UPPER FLOOR PLAN FP 2.20 UPPER ATTIC PLAN GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireproteclion.com GLACIFP834MJ PARCEL #.553720-0115 rowan aanatsslaata4 MI A s calf alaal .. aala6afl. I I f I I I I I I I I I I I f ▪ least:tare 1kms..asssssssssss WASHINGTON STATE CERTIFICATE OF COMPETENCY RE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544.0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 03/24/20" I I I I I I I I I so a 3 Ir.i 12/31119 pass s__ai a' 4211 34TH AVE Miteade'ript slo€yofrma 0 <� z 0 z 'a§ 0-Q- {1) PAID APR 1 201 'LAMA zih REVISIONS DESCRIPTION FLOOR/AREA SITE PLAN AND NOTES SHEET NUMBER COVERED PORCH Ii Er -0 4 - GREAT ROOM A.F.F. 610 DINING ROOM 9'-0 A.F.F. 8'4 Ii 4 MASTER BEDROOM 8-0 A.F.F. 6i-0 0'4 1 4. \ NSW.\lifint)&. 1 N' 1 \ t -„,„, es 9 --- Ir. kb .1 • \ / : MSTR. BATH 81.0 A.F.F. 1 0'4 4'-11 N •r• `,00).11)113...\\ .N•41 .• 01144011).\\ BEDROOM 2 81.0 A.F.F. -o 14! I 03 DEN 9'-0 A.F.F. 6-0 .,,.L'mm•,7Lm\1.' =17: I HI OPEN TO BELOW 1W 5'48-0 1)11 \4 A• N N 11 LOFT A.F.F. 31-0 I -111/4 N N N Nr I Ti 3C111/2 N 1 l0 5'41 staztsorte...\..., Ns. It? N N N K, N 'I N 4h N N N tx•-•.T,‘ I 2%10 8%0 GARAGE MAIN LEVEL PLAN SCALE: 1/4" BEDROOM 3 8-0 A.F.F. N 81-0 BEDROOM 4 VAULTED CLG N N UPPER LEVEL PLAN SCALE : yr = 1.-o MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE ' 165 DEGREE ; 200 DEGREE 1 112 _, 2 1/2" 3" 4" SIDE OF OPEN OR RECESSED FIRE PLACE 8" 36 in N/A I 12 in FRONT OF RECESSED FIREPLACE 15-0 ' 60 in 15-0 36 in COAL -OR WOOD BURNING STOVE 15-0 42 in THREADED L GHIWALL N/A 12 in KITCHEN RANGE , 18 in 12-0 N/A 9 in WALL OVEN N/A 18 in Total = 281 9 in HOT AIR FLUES 10-0 = 18 in 9 in UNINSULATED HEAT DUCTS 15-0 18 in I. 9 in UNINSULATED HOT WATER PIPES 5-6 12 in . 6-6 6 in SIDE OF CEILING OR WALL MOUNTED HOTAIR DIFFUSERS 1 24 in N/A 12 in FRONT OF WALL MOUNTED HOTAIR DIFFUSERS PER NFPA 13 9.2.2.1 36 in 18 in HOT WATER HEATER OR FURNACE 6 in 3 in LIGHT FIXTURE OW -250W 6 in 3 in PER NFPA 130 TABLE 7.5.5.3 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) 34' - 1" 11/4r 1 112 2 2 1/2" 3" 4" 6" 8" STEEL PIPE SCH 40, SCH 10, DF,EF N/A I 12-0 12-0 15-0 ' 15-0 15-0 15-0 15-0 15-0 15-0 THREADED L GHIWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A COPPER Total = 281 6-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 CPVC _ 5-6 5-0 . 6-6 _ 7-0 . 8-0 9-0 10-0 _ N/A N/A N/A PER NFPA 13 9.2.2.1 (A) ARMOVER / DROP DROP DETAILS SCALE : N.T.S. i SPRAY RIGID / FOAM INSULATION // BY OTHERS 1---i ' - I u. trs i/ u_ l - - - -- XK\, . . . 1- 1-44._ \ ( /. . ,;, , ,.: - - -' - -- -11. 7 7ii , _I=. io. : > ,S. 80414.404itc."•.4,4.414:%4111.4 4 '' \ ',< \'• Y.'/ / /#4,444\0114. '46.46b8404FF =.6 14:41SIS / (<•/- / ‘K X-N,ii: ''', \ C. .X. / \\Tv < X / \-: ‘.i< , - -- , y i - / . ' - 440i.,' AL z,,,,, w4ih7‘...for " 1 'Cr 7 , _ _ _ _ _ ,,,... I I° i V i- N .4PA* as-TBELNTRK 6i4•4""r• WSW ,..,-****** • Or ;VW, • ... . 4. • 444 . Sio .4 • .4 , CPVC PIPE 410' 4//0.4r4t '&40/.N\ 1 1 4$0...40WO ,4•4 . jo., / \,/ • 40A,. \)e / ' 1 , At mr, 6.4 ki• 4 4 4• • 4010 ...v o ''= a TJI JOIST ._ _IS cht :g :g v • ' . Type t 4) "t3 C 0 0... .t .1) V C at EL ="- .- 1-. 0 to Li. CD ' 03 • ,it• • PIPE TENT INSULATION DETAIL #1 SCALE : N.T.S. ✓ wommaimmamommimma I I I I I I I I I WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ ▪ Signaturs 1.2/31119 11111111•11111116111MINI11111111.1111111111•=111111111111111111111111111111Mili mu maw di Sprinkler Legend Temperature u. trs u_ 't-4 u_ l .,c �C) ......u c ir . 0 .0 0 E 0 .t.e Response .. o = 0 Quick ...v o ''= a ._ _IS cht :g :g v • ' . Type t 4) "t3 C 0 0... .t .1) V C at EL ="- .- 1-. 0 to Li. CD ' 03 • ,it• • Quantity ri Total = 281 Model S u. cr 8 2 , F3RES44 DRY a) ,c co i_ Manufacturer 1-1* til C,�� CL 12 a IX xi t.) Cd N NORTH GLACIER FIRE PROTECTION LW PO BOX 7!:0 BONNEY LAKE, WA 98391 P: (253) 501-7558 ‘wm.glacierfireproteclion corn GLACIFP834MJ PARCEL # 553720-0115 z co CO CC c0 CN CD > < Cti X U-1 C as CL co 01/41 < Z 2 a. et w 0 3 5 SCALE: 114' = 1'-0" DRAWN BY: SFC REVISIONS NO. DESCRIPTION DATE: 03/25/19 ONTRACT #:40104 FLOOR /AREA AIN AND UPPER FLOOR PLAN SHEET NUMBER FP 2s10 2 of 3 ATTIC ROOM 81-0 A.F.F. REMOTE AREA 1 L� L_ 3'-0 Li r L_ ATTIC LEVEL PLAN SCALE : 1/4" = 1'-O J L= BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATT TYPE INSULATION COLD SPACE / i' / • / Pn 0 so Pp L i, nen VAPOR BARRIER --- SPRINKLER PIPE TRUSS CHORD OR JOIST GYPSUM BOARD CEILING PIPE TENT INSULATION DETAIL #2 SCALE : N.T.S. Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.50 for 900ft2 (Actual 289ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 26.38 TOTAL PRESSURE REQUIRED 66.199 BASE of RISER (gpm) 26.38 BASE of RISER (psi) 66.199 SAFETY MARGIN (psi) +32.703 (33.1%) STAND OFF HANGER #10x1" HEX HEAD CAP SCREW COMPOSITE WOOD I -JOIST GYP. BOARD/ T&G CEILING INSUALTION BY OTHERS VAPOR BARRIE STAPLED 10d NAIL R) WOOD BLOCKING TJI SPACE '- SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE : N.T.S. MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE I 165 DEGREE 1 1/4" 200 DEGREE 2" I 3" 4" 5' SIDE OF OPEN OR RECESSED FIRE PLACE STEEL PIPE SCH 40, SCH 10, DF,EF 36 in 12-0 12 in FRONT OF RECESSED FIREPLACE 15-0 60 in 15-0 36 in _________ COAL -OR WOOD BURNING STOVE j 42 in N/A 12 in KITCHEN RANGE J 18 in 12-0 9 In WALL OVEN i 18 in COPPER f 9 in HOT AIR FLUES 10-0 18in 12-0 9 in UNINSULATED HEAT DUCTS 1 18 in 15-0 9 In UNINSULATED HOT WATER PIPES 6-0 12 in 7-0 6 in SIDE OF CEILING OR WALL MOUNTED HOT AIR DIFFUSERS 10-0 24 in N/A 12 in FRONT OF WALL MOUNTED HOTAIR DIFFUSERS I 38 in tr 18 in HOT WATER HEATER OR FURNACE 2 tt) 6 in 3 in LIGHT FIXTURE OW -250W j 6 in 3 in PER NFPA 13D TABLE 7.5.5:3 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 5' 8" STEEL PIPE SCH 40, SCH 10, DF,EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 t5-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A NIA N/A N/A COPPER f 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 NIA N/A N/A PER NFPA 13 9.2.2.1 (A) ARMOVER / DROP --- PIPE _.__" PIPE SHALL BE REQUIRED TO REMAIN ON A 2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. ADEQUATE INSULATION BY OTHERS O,cto tat�ti�\tst` i.° s° tS V. \�Y ,- e°0 °ILO? ti so°k DROP DETAILS SCALE : N.T.S. SPRAY RIGID Fmk* INSULATION / BY OTHERS - `I I� 1 I I� I LL 0 u- o c u. ./ � z 41•414,4144 •& 4 6 1 1 * 4 NO - BLOCK ♦ � it4 Of ` j4����.,440 - FASTENER rOWN.,,A (!r„y 'Tri► stigt*.tentdi„"S• +4 r`� •\ v v v' 'v 'v yiiige0 40 / / . Se , 1 0.49 0 4.41 ...,%, • , ,,,,& A.* 4,, N;1N�• CPVC PIPE ---- # A. 1 r 0 `' ♦ t 4 r4 I tiV*1 -4 0*, 4 v k. TJI JOIST U m t as U, o o a. Pendent `s�dewau PIPE TENT INSULATION DETAIL #1 SCALE : N.T.S. rs.s.....s.saOlt s.i WASHINGTON STAT CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMV Erin Clayton 7544-0817-C Level3 Glacier Fire Protection, L.L.G. GLACIFP834MJ I I I • I I I I I I I I I I I Signature it ... am...... a .......... 03/24/2019 Sprinkler Legend Temperature u- o LL 0 u- o c u. •B O Response Quick 1 0 U m as U, o o a. Pendent `s�dewau o alLL V tt• 4 C 032 Total =28 Model cc F3RES44 DRYS to 01N Manufacturer 12 .0 tr tr a: 2 tt) N NORTH GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253)501-7558 www.glacierfireprotection.com GLACIFP834MJ PARCEL # 553720-0115 4 6 SCALE: 1/4” =1'-0" DRAWN BY: SFC REVISIONS NO DESCRIPTION DATE: 03/25/19 CONTRACT #: 40104 FLOOR /AREA UPPER ATTIC PLAN. SHEET NUMBER FP 220 3 of 3