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HomeMy WebLinkAboutPP - 4602 S 139TH ST - RESIDENCE - PERMITS AND PLANS4602 S 139TH ST ASSOCIATED PERMITS 19-5-028 D15-0055 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.: 322920-0090 Site Address: 4602 South 139th Street Suite Number: Floor: Tenant Name: Tukwila, WA 98168 New Tenant? ❑ - Yes E- No Property Owner's Name: James Pitzer Mailing Address: 746 Asley Court CONTACT PERSON -if there are questions about the submittal. Name: Jake Box Day Telephone: (307) 251-1701 Company Name: Glacier Fire Protection, LLC Buckley WA 98321 City State Zip Mailing Address: PO Box 7980 Bonney Lake WA 98391 E-mail Address: jakeb@glacierfp.com City 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: 15 Valuation of Project (contractor's bid price): $ 6,500'00 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 WAITON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. WA BUILDING OWN R AUTHO E FE3 1 9 2019 Signature: TUKWILA FIRDate: 2/18/2019 E Print Name: J e Box Day Telephone: (307) 251-1701 Plan Permit App.doc 8/22/14 TFD FP Form 8 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ I �-�kec Sprinklers: Type of Inspection: (jx, 15vi'L,< — Address:/-- Suite #: 4-90'2. S` . (, Hood & Duct: Contact Person: Special Instructions: ---) Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Tec -r— (4-pp.rwe� Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: ---) Pre -Fire: Permits: Occupancy Type: Inspector: der --744. c -4i Date: 4./ 1 g'/ IA Hrs.: $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 Hydraulic Overview Job Number: 40096 - 40096 Report Description: Residential (1 Job Job Number 40096 Design Engineer Erin Clayton Job Name. Pitzer Residence Phone 303-551-5308 FAX Address 1 4602 South 139th St Sate Cenificatan icense Number Address 2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Building System Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 209ft2) Moet Demanding Spnnlder Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Spnnlder 256ft2 Number Of SpnnIde,e Calculated 2 System Pressure Dente. 43.181 System Flow Demand 26.00 Total Demand 26.00 @ 43.181 Pressure Result +55.804 (56.4%) Supplied, Check Point Gauges Node Name Flow(opm) Hose Flow(gpm) Static(psi) Residual(osi) Identifier Pressure(psi) K-Factor(K) Flow(opm). 1 Water Supply 1900.00 99.000 56.000 40096 Pitzer Res Water Supply at Node 1 {1900.0, 0.00; 99.400, 56.000) 1 r1A Pressure, psi 'o o `8 $ 0 0 0 CO 0 C III miiiihitiniiil IIIIIIIIIIIIIIIIIIIIIIIIIinli IIiniiliniiiiiih IIinithinimili11111111 Static Pressure 99.000 1900.00 @ 56.000 T 26.00 @ 43.181 1 System demand curve I IIIIIn u l u u l l l l u n u i t II I I I II I I I I I I I I I I 111 1111 I i i l i l u 1 111111111 ,.��Q20016002000 2400 2800 3200 3600 4000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:14AM Page 1 Hydraulic Summary Job Number: 40096 - 40096 Report Description: Residential (1) Jobx< Job Number 40096 Design Engineer Erin Clayton Job Name: Pitzer Residence State Certif tonhicense Number Address 1 4602 South 139th St AHJ Address 2 Tukwilla, WA 98168 Job Slte/SufldIng Address 3 Drawing Name 40096 Pitzer Res_FPP System Remote Area(s) Most Demanding Springer Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix 40096 Hose Allowance At Source 0.00 Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 209ft2) Additional Hose Supplies Node Flow(gpm) Number Of SVdngers CalcuIated 2 Coverage Per Springer 256ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand 26.00 Total Niter Required (Including Hose Allowance) 26.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.76 between nodes 38 and 25 Maximum Velocity Under Ground Volume capacity of Wet Pipes 3661.60gal Volume monody of Dry Pipes Suppiie5 Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) o@ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 99.000 56.000 1900.00 98.985 26.00 43.181 55.804 Contractor ...Contact Contractor Number Name Contact Tale Name of Contractor. Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site i © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:17AM Page 2 Hydraulic Graph Job Number: 40096 - 40096 Report Description: Water Supply at Node 1 100 _. 90 i Static Pressure 99.000 80 70 60 .N a 50 1900.00 @ 56.000 to 0 Ell n 40 26.00 @ 43.181 30 ]System demand curve 20 10 InuuuuII 111111111 11111 1 1 11 ilii uiii iii I I I I I I 1 11 1 1 1 1 1 1 III I I I 1 1 I I I I I I 1 1 1 111111111 0 0400 800 1200 1600 2000 2400 2800 Water flow, gpm 3200 3600 4000 Hydraulic Graph Water Supply at Node 1 Stan. Pressure 99.000 Residual: Pressure 56.000 @ 1900.00 Available Pressure at Time of Test 98.985 © 26.00 sverem Demaaa 43.181 @ 26.00 System Demerk (Inckdos Hae Allowance at Source) 43.181 © 26.00 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:19AM Page 3 Summary Of Outflowing V SS Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: 40096 - 40096 Report Description: Residential (1) K -Factor (K) Pressure (Psi) cto Sprinkler 114 13.00 13.00 4.9 7.039 Sprinkler 115 13.00 13.00 4.9 7.039 r* Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:27AM Page 4 111 Node Analysis Job Number: 40096 - 40096 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S, PO(8'-0) 43.181 26.00 114 19'-0 Spr(-7.039) 7.039 13.00 115 19'-0 Spr(-7.039) 7.039 13.00 25 14'-11 14.274 30 14'-11 14.274 38 1-10 BFP(-4.000) 29.252 56 19'-5 T(5'-0) 7.377 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:28AM Page 5 Hydraulic Analysis Job Number: 40096 - 40096 Report Description: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings = Route 1 DR 1.1010 13.00 4.38 150 0.030666 4'-11 12'-0 16-11 Pf Pe Pv 0.519 -0.181 115 56 19'-0 19'-5 13.00 4.9 7.039 7377 Sprinkler, E(7'-0), T(5'-0) BL 1.1010 26.00 8.76 150 0.110552 29'-9 15'-0 44'-9 Pf Pe Pv 4.947 1.951 56 30 19'-5 14'-11 13.00 7.377 14.274 Flow (q) from Route 2 3Tr(1'-0), E(7-0), T(5'-0) 1.1010 26.00 8.76 150 0.110552 0'-0 0'-0 Pf Pe Pv 0.000 30 25 14'-11 14'-11 14.274 14.274 BL 1.1010 26.00 8.76 150 0.110552 28'-0 20'-0 48'4) Pf Pe Pv 9.305 5.672 25 38 14'-11 1'-10 14.274 29.252 T(5'-0), Tr(1'-0), 2E(7'-0), BFP(-4 .000) FM 1.5980 26.00 4.16 150 0.018016 75'-9'/: 26'-0 101'-9'% Pf Pe Pv 11.834 2.095 38 1 1'-10 -3'-0 29.252 43.181 2E(9'-0), WMV(-10.000), S, PO(8 '-0) 0.00 Hose Allowance At Source 1 26.00 w Route 2 DR 1.1010 13.00 4.38 150 0.030666 4'-11 12'-0 16'-11 Pf Pe Pv 0.519 -0.181 114 56 19'-0 19'-5 13.00 4.9 7.039 7.377 Sprinkler, E(7-0), T(5'-0) Equivalent Pipe Lengths 4f Valves and Fittings (C,120 ctrlly) C lue Mutt lief' Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) [by©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:29AM Page 6 Hyd rauiicAnalysis, Job Number: 40096 - 40096 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 L 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 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 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 De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRI NK 2018 v14.3.10.0 2/15/2019 10:11:29AM Page 7 Hydraulic Overview Job Number: 40096 - 40096 Report Description: Residential (1 Job: Job Number 40096 Design Engineer Erin Clayton Job Name: Pitzer Residence Phone 303-551-5308 FAX Address 1 4602 South 139th St State Certs tioNLicense Number Address 2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Building System Density 0.05gpm/ft2 Area of Application 900ft' (Actual 209ft2) Most Demanding Spookier Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Spnnlder 256ft' Number Ol Sprinlders Calculated 2 System Pressure Demand 43.181 System Row Demand 26.00 Total Demand 26.00 @ 43.181 Pressure Result +55.804 (56.4%) Supplies Check Point Gauges Node Name Flow(gpm1 Hose Flow(gpm) Static(psii Residual(psi) Identifier Pressure(psi) K-Factor(KI Flow(opm) 1 Water Supply 1900.00 99.000 56.000 40 Pitzer Res_FP . Waier Supply at Node 1 {1900.00, 0.00, 99.000, 56.000) 100 90 Static Pressure 99.000 80 70 .� 60 50 1900.00 @ 56.000 _ ,,E1LSI 0 co ` 40 626.00@43.181 30 20 System demand curve 10 4 0 X11111111111111111111111111111 111111111 111111111 111 1111 111111111 111111111 ,,.q206002000 2400 2800 3200 3600 4000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:14AM Page 1 Hydraulic Summary Job Number: 40096 - 40096 Report Description: Residential (1 Job Job Number 40096 Design Engineer Erin Clayton Job Name: Pitzer Residence State Certification/license Number Address 1 4602 South 139th St AHJ Address 2 Tukwilla, WA 98168 Job Site/Building Address 3 Drawing Name 40096 Pitzer Res_FPP System RemoteArea(s) ^.. •. Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix 40096 Hou Allowance At Source 0.00 Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 209ft2) Additional Hose Supplies Node Flow(apm) Number Of Spnnklers Calculated 2 Coverage Per Sprinldet 256ft2 AuloPeak Results: Pressure For Remote Aree(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Row Demand 26.00 Total Water Required (Including Hose Allowance) 26.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.76 between nodes 38 and 25 Maximum Vekocm Under Ground Volume capacity of Net Pipes 3661.60gal Volute capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) C° (gpm) Available Total Demand (psi) °@ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 99.000 56.000 1900.00 98.985 26.00 43.181 55.804 Contractor Contractor Number COntvct Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E -mall Address 3 Web -Site �y+ ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:17AM Page 2 Hydraulic Graph Job Number: 40096 - 40096 Report Description: AL1, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:19AM Page 3 Water Supply at Node 1 100 90 , Static Pressure 99.000 80 70 60 .N n 50 1900.00 @ 56.000 m N o_ —26.00 40 @ 43.181 30 jSvstem demand curve 20 10 _41 W111111111111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 0 0400 800 1200 1600 2000 2400 2800 Water flow, gpm 3200 3600 4000 Hydraulic Graph Water Supply at Node 1 Static: Pressure 99.000 Residual: Pressure 56.000 @ 1900.00 Available Pressure at Time of Test 98.985 @ 26.00 system Demand 43.181 @ 26.00 system Deme. pd., Rose Albwence at source) 43.181 @ 26.00 AL1, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:19AM Page 3 19� Summary Of Ouflowing Devices Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: 40096 - 40096 Report Description: Residential (1) K -Factor (K) Pressure (psi) b Sprinkler 114 13.00 13.00 4.9 7.039 Sprinkler 115 13.00 13.00 4.9 7.039 c> Most Demanding Sprinkler Data (h� ©M.E.P.CAD, Inc. 'fie AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:27AM Page 4 1 1 Node Analysis Job Number: 40096 - 40096 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 1 -3'-0 S, PO(8'-0) 43.181 26.00 114 19'-0 Spr(-7.039) 7.039 13.00 115 19'-0 Spr(-7.039) 7.039 13.00 25 14'-11 14.274 30 14'-11 14.274 38 1'-10 BFP(-4.000) 29.252 56 19'-5 T(5'-0) 7.377 �y ©M.E.P.CAD, Inc. fiti AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:28AM Page 5 ids Hydraulic Analysis Job Number: 40096 - 40096 Resort Description: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings fib Route 1 DR 1.1010 13.00 4.38 150 0.030666 4'-11 12'-0 16-11 Pf Pe Pv 0.519 -0.181 115 56 19'-0 19'-5 13.00 4.9 7.039 7.377 Sprinkler, E(7'-0), T(5'-0) BL 1.1010 26.00 8.76 150 0.110552 29'-9 15'-0 44'-9 Pf Pe Pv 4.947 1.951 56 30 19'-5 14'-11 13.00 7.377 14.274 Flow (q) from Route 2 3Tr(1'-0), E(7'-0), T(5'-0) 1.1010 26.00 8.76 150 0.110552 0'-0 0'-0 Pf Pe Pv 0.000 30 25 14'-11 14'-11 14.274 14.274 BL 1.1010 26.00 8.76 150 0.110552 28'-0 20'-0 48'-0 Pf Pe Pv 9.305 5.672 25 38 14'-11 1'-10 14.274 29.252 T(5-0), Tr(1'-0), 2E(7'-0), BFP(-4 .000) FM 1.5980 26.00 4.16 150 0.018016 75'-9% 26'-0 101'-91"2 Pf Pe Pv 11.834 2.095 38 1 1'-10 -3'-0 29.252 43.181 2E(9'-0), WMV(-10.000), S, PO(8 '-0) 0.00 Hose Allowance At Source 1 26.00 w Route 2 DR 1.1010 13.00 4.38 150 0.030666 4'-11 12'-0 16'-11 Pf Pe Pv 0.519 -0.181 114 56 19'-0 19'-5 13.00 4.9 7.039 7.377 Sprinkler, E(7'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (G=120 only) " C Value Multiplier Actual Inside Diameter 4'67 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:29AM Page 6 1ydr.ulic Analysis .: Job Number: 40096 - 40096 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 Uni Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV SFx Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Seismic Flex Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 2/15/2019 10:11:29AM Page 7 SITE PLAN 8 16 32 SCALE 1/16"-1'-O ❑ Without Comments As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject. to errors and :;missions which do not authorize violations of adopted r ndards and ordinances, The responsibility for the adequacy of deslqn rests totally with the des'gner. t-,rr�ltions, deletions (m. ITASIDns to these drawing after this date will void thI cce'Lptanco and MI! require a resubmittal of revised= i awirr:ls fot• stAbsequent approval Final acceptance is stMect to field test and Inspection by The Tukwila Fire Prevent f) Bureau. Date: _ c/ By. s TKOr, II' e riov 1.v? 6eil. t)ydro revin-irk -j* Flok. (64,1=e4-) -IG►� FIRE RFs.' Pie + crib! 206 -575 -eh 7 Pod give this mire Permit No. and exact address for shut- down or restoration opprovai. SOUTH 139TH ST' EXISTING UNDERGROUND C:LACIER'FIRE PROTECTION, LLC, TO START AT 1112" BACKFLOW'"' 1'-11" AFF CPVC PIPE'' CPVC PIPE STRAP' AFCON MODEL 510; HEX HEAD •SELF TAPPING SCREW AFCON #905 DOUBLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL `1 SCALE`: VV l0D LAG SCREW. NEW CITY CONNECTION BY OTHERS • AFCON #514 HANGER 120Y 6" BELL 131E [lTHFRS NEW 11t2" UO BYOTHE' NEVI" WATER METER BY OTHERS CPVC SPRINKLER PIPE WOOD STRUCTURE TYPICAL HANGER DETAIL #2 SCALE;; N.T.S. N N \Ns N HANGER APPLICATION HEX HEAD SELF TAPPING SCREW \ RESTRAINER APPLICATION 1101 CPVC PIPE SINGLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #3 SCALE : MTS. GENERAL NOTES SCOPE OF WORK 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. $. 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 NEIN 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 40° 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'-0 X 14'-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:VALVESTO BE LABELED IN ACCORDANCE WITH NFPA-13D. 17. PIPE SHALL BE REQUIRED TO REMAIN ON A2.25" 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. 16-0 x 16'-0 MAX SPACING Sprinkler Legend Temperature 175°F UL N N C V- .E c0 S 0 U Response Quick 0 5 0 o 0 N a) ~ Pendent w 12 a Sidewall K Factor rn 4 5.8 c0 tri Quantity N i- N io II 0 H Model RFC49 RFC 58 F3QR56 Z va co m a tx M ZOh q / 112 Manufacturer 0 m .0 Ce 0 .0 .0 a 0 w .0 CC Symbol WATER FLOW INFORMATION N NORTH FIRE SPRINKLER RISER WATER GAUGE 1" DRA;N FLOW SWITCH GLACIER FIRE PROTECTION, LLC TO START WORK. HERE -11/2" AMES 20008 BACKFLOW PREVENTOR PROVIDED AND INSTALLED BY OTHERS DOMESTIC LINE BY OTHERS 1 112" WATER ENTRY BY OTHERS CLEAARANCEAROUND PIPE WATER FLOW INFORMATION HAS BEEN PROVIDED BY COVINGTON WATER DISTRICT STATIC: 99 PSI RESIDUAL: 56 PSI FLOW: 1900 GPM GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.00m GLACIFP834MJ DRAWING INDEX FP 0.10 SITE PLAN AND NOTES FP 2,10 MAIN AND UPPER FLOOR PLAN •a rr10111111110111111111111111111.100111111111.1111111,114 • MIAMMIMOTOM Ilr'#E'ATiB 1 CMRTMFIlC*TEOP OO�lSCY *e IF1Eri C"I TEGTION#ilitell ATE#Y MM Erin Clayton I 7544.0817.0' Level3 • Glacier Fire Protection, L.L.C. II i GLACIPP834NIJ 1 1 • 02/14/2019 Ilheassuesiiimemeompon 1 a PARCEL '#322920-0090' Google Firth VICINITY MAP PAI FEB 19 2019 r K FB - 4'5-7 L.LAG: 8 z 4-‘ a) > z j sip!' Z CN a -Li/ ta.. 8 12 16 20 2 SCALE: ;1/16" -1'-Q" DRAWN 13Y: SFO' REVISIONS NO, DESCRIPTION L DATE: 02/15/19 CONTRACT #:40096' FLOOR /AREA SITE PLAN AND NOTES SHEET NUMBER' , FP 0.10 1 of 2 ARMOVER 1 DROP sO SCALE DETAILS' Sprinkler Legend Temperature OCCUPANCY CLASSIFICATION Residential DENSITY`igpmlft2} 0.05; for 900ft2 (Actual 209ft2) iz t _ t m E V TOTAL. WATER REQUIRED Response v CI Quick 0 0 26.00 caN 43.181 SAFETY MARGIN (psi) +55.804'(56.4%) 15.0 a 15-0 15-0 Pendent THREADED LIGHTWALL N/A I-01 co El. 12-0 ;SOT tp 12-0 Quantity ni(4 N/A N/A to 0- 11 11 0 .0s 8-0 a u. 12-0 CO a' 15-0 in fx 15-0 Manufacturer ce 2 Cd J re 7.0 in 9-0 10-0 NIA N/A N/A Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY`igpmlft2} 0.05; for 900ft2 (Actual 209ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL. WATER REQUIRED 26.00 TOTAL. PRESSURE REQUIRED 43:181 BASE of RISER (gpm) 26.00 BASE: of RISER (psi) 43.181 SAFETY MARGIN (psi) +55.804'(56.4%) GLACIER FIRE PROTECTION LLC PO 80X 7980 BONNEY LAKE, WA98391 P: (253)`5017558. www.glacierfireprotection.com GLACIFP834MJ PARCEL#322920=0090 MAIN LEVE SCALE :.114" =1' PLAN MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE 165 DEGREE 200 DEGREE SIDE OF OPEN OR RECESSED. FIRE PLACE FRONT OF RECESSED FIREPLACE COAL -OR WOOD BURNING STOVE KITCHEN RANGE WALL OVEN HOT AIR FLUES UNINSULATED HEAT DUCTS UNINSULATED`HOT WATER PIPES SIDE OF CEIUNG OR WALL MOUNTED HOT AIR DIFFUSERS FRONT OF WALL MOUNTED HOT AIR DIFFUSERS HOT WATER HEATER OR FURNACE UGHT FIXTURE OW -250W' 36 in 60 In 42 In 18 in 12 In 36 in 12 In BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATTTYPE INSULATION SPRAY RIGID . FOAM INSULATION BY OTHERS 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 COLD SPACE PAPAW Nail PAW11111PAWIM Nr. 40,444.47,47.411r4" itpr 444+4 "04 STAND OFF HANGER VAPOR BARRIER STAPLED #10x1" HEX HEAD ----- CAP SCREW COMPOSITE WOOD-- I-JOIST OODMI-JOIST PER NFPA130 TABLE 7:5.5;3` TJI JOIST GYPSUM BOARD CEILING - HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.); 3/4" 1" 1:1/4" 1 1/2" 2" 21/2„ 3U, 4" 6" 8" STEEL PIPE SCH 40, SCH 10, DFEF N/A 12-0 12-0 15-0 15.0 15-0 15.0 a 15-0 15-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A _ N/A N/A N/A COPPER ` 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) GYP. BOARD/ T'&G CEILING SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE : PIPE TENT INSULATION DETAIL #2 SCALE : NTS. PIPE TENT INSULATION DETAIL #1' SCALE ,•' N.TS. at atisme••_•r111rwi_s_i •1111.. Mr a ..A3IIINGTON ST'..,. a a CERT'1FICATN OF COMFNCY a a FIRIE P*LOUCT1ON $$PRN1KLER SYSTEMS Erin Clayton 1 $7544-0817-C Level3 a1l a Glacier Fire Protection, 1. L.C. a 1 GLACIFP834MJ ,E 8: al 1?. a', 1 a 02/14/2019 2 DRAWN BY SFC REVISIONS No,. DESCRIPTION DATE: 02/15/19 CONTRACT #::40096' FLOOR/AREA MAIN AND UPPER FLOOR PLAN SHEET NUMBER 2 of 2