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HomeMy WebLinkAboutPP - 14066 35TH AVE S - RESIDENCE - PERMITS AND PLANS14066 35TH AVE S ASSOCIATED PERMITS 19-5-156 D19-0052 isrEnsix SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 P"141 21 lamma 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.: 152304-9329 Site Address: 14066 35th Ave S Suite Number: Floor: Tenant Name: (new construction) New Tenant? ❑ - Yes 0 - 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 Day Telephone: (307) 251-1701 Company Name: Glacier Fire Protection, LLC Mailing Address: PO Box 7980 Bonney Lake WA 98391 E-mail Address: Federal Way WA 98023 City State Zip 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: 22 Valuation of Project (contractor's bid price): $ 8,100.00 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: Jake Box °' ` `by DN: m=Jelw d by o-Gbcar Fn P.aladlm. W. ake Box x�WyekeOe Bea o=Omn, 0115 Signature: 2010.07201]:35:20 IIlW Print Name: Jake Box Plan Permit App.doc Date: 7/20/2019 Day Telephone: (307) 251-1701 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bict - cbca- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: L'4t-11— - 6.t,(4.Address:6 Type ofsp� n: Suite #: y -?v� YS A/R S. Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. n -re //NN' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ���� Date: f/ y Hrs.: /. O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ,/ Project: iS23oY–f3Z41 Sprinklers: Type of Inspection: —CPC �o✓gL. Address:Contact Suite #: �( °COW �iCk/f...c � Pre -Fire: Person: %4t\ -i Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: R*( )\P aS), Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:_(VACC.( Date: DJ ( l ('j Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspecton. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit U (9 — C�05"z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lmii Type of Inspection: ird6Wer Address: I. Suite #: / Yv 6 33' A-rk, 3 Contact Person: Special Instructions: Occupancy Type: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: RP\c �3d c _ _ /h QIP6S 7/./-/A) Pry Z Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i j / 3 Date: 6/2,0 t / Hrs.: L. 0 < / $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. 40123 - 40123 Report Description: Residential (1 Job Job Number,.... 40123 Design Engineer Erin Clayton Job Name. 14066 35th Ave S Phone 303-551-5308 FAX Address 1 14066 35th Ave S State Certifnab./License Number Address2 Tukwilla, WA 98168 AMJ Address 3 Job Stte/Building System Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 263ft2) Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Sprinkler 256ft2 Number O/ Sprinklers Calculated 2 System Pressure Demand 48.600 System Flow Demand 26.21 Total Demand 26.21 @ 48.600 Pressure Result +5.385 (10.0%) Supes Check Point Gauges Node Name Flow(gpm) Hose Flow(opm) Static(psi) Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 1700.00 54.000 20.000 40123_14066.5th Ave'S Listing 'Su ity at Node 1 (1700.00, 0. 00, 54, + 0, 20:1 0) — T Inn Pressure, psi 0 0 01 0) 0 C 1uuuni1uuuni1uuuui1unuw1uunw1uuuw1nuuui1uuuui Static Pressure 26.21 @ 48.600 54.000 1 \ System demand curve - . 1700.00 @ 20.000 LV 10 0 Rom1111iiiiiiiiiiiiiiiiiiiii r1iiiii i iiiiiii iiiiii 111 iiiiiiiii 111111111 P 05014001750 2100 2450 2800 3150 3500 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:12PM Page 1 a�9 Hydraulic Summar Job Number. 40123 - 40123 Report Description: Residential (1 Job, Job Number 40123 Design Engineer Erin Clayton Job Name: 14066 35th Ave S State CeuIftoWANLicenee Number Address1 14066 35th Ave S AHJ Address 2 Tukwilla, WA 98168 Job Site/Building Address 3 Drawing Name 40123_14066 35th Ave S_Listing System Remote s) Most Demanding Sprinkler Date 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix 40123 Hose Allowance At Source 0.00 Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 263ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256ft2 AutoPeak Results: Pressure For Remote Aree(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand 26.21 Total Water Required (Including Hose Allowance) 26.21 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 10.19 between nodes 1 and 38 Maximum Velocity Under Ground Volume capacity of Wet Pipes 1081.49ga1 Volume capacity of Dry Pipes Sup es Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) Co (gpm) Available Total Demand (psi) og (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 54.000 20.000 1700.00 53.985 26.21 48.600 5.385 Contractor Contractor Number Contact Name Contact Tale Name of Contractor: Phone Extension Address 1 FAX Addrees 2 E-mail Address 3 Web -Site , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:15PM Page 2 Hydraulic Graph Job Number: 40123 - 40123 Report Description: [y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:17PM Page 3 Water Supply at Node 1 100 90 80 70 60 a N 50 fn N 40 Static Pressure _ 6.21 54.000 @ 48.600 30 20 System demand curvc 1700.00 @ 20.000 10 0 J W111111111 111111111 111111111 I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 I 1 I I 1 I I I 11 I I I 11 I f 0350 700 1050 1400 1750 2100 2450 Water flow, gpm 2800 3150 3500 Hydraulic Graph Water Supply at Node 1 Static: Pressure 54.000 Residual: Pressure 20.000 @ 1700.00 Available Pressure at Time of Test 53.985 @ 26.21 System Demand 48.600 @ 26.21 System Demand daduda Hoa. Nw.arc. .t Source) 48.600 @ 26.21 [y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:17PM Page 3 Summary Of Outflowing Devices Job Number: 40123 - 40123 Report Description: Residential (1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 123 13.21 13.00 4.9 7.271 c Sprinkler 124 13.00 13.00 4.9 7.039 c. Most Demanding Sprinkler Data �{ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:28PM Page 4 Node Analysis Job Number 40123 - 40123 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 48.600 26.21 123 19'-11 Spr(-7.271) 7.271 13.21 124 19'-11 Spr(-7.039) 7.039 13.00 25 15-0V2 14.508 26 15'-01/2 14.508 30 20'-4 C(5'-0) 11.549 38 1'-10 BFP(-4.000) 24.979 42 20'-4 T(5'-0) 7.547 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:33PM Page 5 ?Y9 Job Number. 40123 - 40123 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 w Route 1 DR 1.1010 13.00 4.38 150 0.030666 10'-5'/2 12'-0 22'-5'/2 Pf 0.689 Pe -0.181 Pv 124 19'-11 13.00 4.9 7.039 Sprinkler, 42 20'-4 7.547 E(7'-0), T(5-0) BL 1.1010 26.21 8.83 150 0.112235 28'-8 7-0 35-8 Pf 4.003 Pe Pv 42 20'-4 13.21 7.547 Flow (q) from Route 2 30 20'-4 11.549 2Tr(1'-0), C(5'-0) BL 1.5980 26.21 4.19 150 0.018290 18'-4 18'-0 36'4 Pf 0.664 Pe 2.294 Pv 30 20'-4 11.549 26 15-0'/2 14.508 Tr(1'-0), T(8'-0), E(9'-0) 1.5980 26.21 4.19 150 0.018290 0'-0 0'-0 Pf 0.000 Pe Pv 26 15'-0'/2 14.508 25 15'-0'/2 14.508 BL 1.5980 26.21 4.19 150 0.018290 21'-61/2 19'-0 40'-6'/2 Pf 4.741 Pe 5.730 Pv 25 15'-0V2 14.508 38 1'-10 24.979 T(8'-0), 2Tr(1'-0), E(9'-0), BFP(-4 .000) BL 1.0250 26.21 10.19 150 0.159003 69'-9'/2 2'-81/2 77-6 Pf 21.525 Pe 2.095 Pv 38 1'-10 24.979 1 -3'-0 48.600 E(7-81/2), WMV(-10.000), S 0.00 Hose Allowance At Source 1 26.21 is Route 2 DR 1.1010 13.21 4.45 150 0.031603 2'-5 12'-0 14'-5 Pf 0.456 Pe -0.181 Pv 123 19'-11 13.21 4.9 7.271 Sprinkler, 42 20'-4 7.547 E(7-0), T(5-0) Equivalent Pipe Lengths of Valves and*1✓tttirtgs (C=120 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 ( = Factor Schedule 40 Steel Pipe Inside Diameter ) ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:40PM Page 6 Hydi clic Analysis Job Number: 40123 - 40123 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 Leg Fi 'riffs 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 AngV b BaIV BFP BV C cplg Cr CV DeTV 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 Bat Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/.° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap f , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 7/8/2019 1:45:40PM Page 7 MINI U DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE 165 DEGREE 200 DEGREE 1 1/4" 1 1/2" 2" SIDE OF OPEN OR RECESSED FIRE PLACE 36 In ! 12 In FRONT OF RECESSED FIREPLACE 60 In 36 in COAL -OR WOOD BURNING STOVE 42 In 12 In KITCHEN RANGE 18 In i 9 In WALL OVEN 18 In 9 in HOT AIR FLUES 18 In 9 in UNINSULATED HEAT DUCTS 18 In 9In UNINSULATED HOT WATER PIPES 12 In 61n SIDE OF CEIUNG OR WALL MOUNTED HOT AIR DIFFUSERS 24 In ` 12 In FRONT OF WALL MOUNTED HOT AIR DIFFUSERS 36 In 18 in HOT WATER HEATER OR FURNACE 6 In 3 in LIGHT FIXTURE 12-0 15-0 OW..250W 6 in 3 in PER NFPA 13D TABLE 7.5.5.3 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) 314" 1" 1 1/4" 1 1/2" 2" 2 `1/2" r 3" 4" fi" 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 15-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 124 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 8-6 7-0 8-0 9-0 10-0 N/A N/A N/A PER NFPA 13 9.2.2.1 (A) STAND OFF HANGER INSUALTION BY OTHERS VAPOR BARRIER STAPLED #10x1" HEX HEAD CAP SCREW COMPOSITE WOOD I -JOIST GYP. BOARD/ T&G CEILING TJI SPACE N- SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE : N.T.S. STAND OFF HANGER #10x1" HEX HEAD CAP SCREW COMPOSITE WOOD I -JOIST GYP. BOARD/ T&G CEILING INSUALTION BY OTHERS VAPOR BARRIER STAPLED ---- WOOD BLOCKING TJI SPACE SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE : N.T.S. 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 BEDROOM 480 5' ARMOVER/DROP MASTER BEDROOM FAMILY ROOM BEDROOM 5 Ort OR OPE1 -y FIRST FLOOR PLAN SCALE : 1/4" =1'-0 BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATTTYPE INSULATION — COLD SPACE /! SECOND FLOOR PLAN SCALE : 1/4" = / SPRGID AY INSULATION / BY OTHERS / __-_-- �� f 1 F_ 1, 1 fl 1 1 f I Residential DENSITY (gpm/I't2) \,v.� tea ����s-=y �},. ., , .m�_\` . / .44.• Alk A. 4.9 , • , .>, ' : t \` NO -BLOCK � %, j 40 ;; ti / FASTENER * 404 Wie14... .---,,, / . "..:04 . 1" Ng , ' : ` ♦IP /" \ s..„, N.,/ Nr BASE of RISER (gpm) 26.22 CPVC PIPE 48.560 SAFETY MARGIN (psi) +5.425 (10.0%) - TJI JOIST PIPE TENT INSULATION DETAIL #2 SCALE : N.T.S. PIPE TENT INSULATION DETAIL #1 SCALE : N.T.S. DROP DETAILS SCALE : N.T.S. Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/I't2) 0.05 for 900ft2 (Actual 293ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 26.22 TOTAL PRESSURE REQUIRED 48.560 BASE of RISER (gpm) 26.22 BASE of RISER (psi) 48.560 SAFETY MARGIN (psi) +5.425 (10.0%) room ===== moolosionemountosemmottmaismiong 1 1 1 1 ■ 1 1 1 1 1 1 1 1 1 1 WASHINGTON STATE CERTIFICATE OF comperanev FIRE PROTECTION ION INK SYSTEM Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 1 1 1 1 1 1 1 1 1 GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 wuvw.glacierfireprotection.00m GLACIFP834MJ PARCEL #152304-9329 REVISIONS SCRIPTION DATE: 07/08/19 CONTRACT #:40123 FLOOR /AREA IN AND UPPER FLOOR PLAN SHEET NUMBER ▪ Signature 07/07/2019 t1tree I 12/31119 a FP 2.10 2 of 2