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Home My WebLink AboutPP - 14403 44TH LN S - RESIDENCE - PERMITS AND PLANS14403 44TH LN S ASSOCIATED PERMITS 15-S-176 D15-0126 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: 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: 14403 44th Lane S. Suite Number. Floor: Tenant Name: Foster Plat lot 9 New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Soundbuilt Homes Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mike Hutchinson Company Name: Evergreen Fire Protection Day Telephone: Mailing Address: PO BOX 998 Puyallup 98371 City State Zip E-mail Address: Evergreenfirepro@msn.com Fax Number: 253-252-7943 Valuation of Project (contractor's bid price): $ 4100.00 Scope of Work (please provide detailed information): new NFPA 13D fire sprinkler system 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: Signature: Print Name: Mike Hutchinson Plan Permit App.doc 5/14/10 Day Telephone: Date: 10/15/2015 253-381-4456 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �1 -oia6 _/7I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: to fi g 1 Type of spection: CP F -t -c. -2� ,Aiv-t Address: ' dq 03 u ti .1--,/_,1 Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: SeuccteA 3,10 L3 C ' 'L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f 1 fry., Ste? Date: G,//614,6 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit U)-- o la& PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: s piAt 9 Type of Inspectio : se Co u-er 6'o Address: )1.4 q 0 3 Suite #: '/ 0- 1...11)5 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: rnbfD --o Ok- -o Cou- r - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /'),.. FA, r Date: 1' - 1) Hirs.:°L. $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 DATE: 10/15/2015 C:\PROGRAM FILES\HRS SYSTEMS\HHOUSE34\2853.rdf Page 1 EVERGREEN FIRE PROTECTION, INC. 10509 64th AVENUE E PUYALLUP,WA 98373 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Foster Plat lot 9 Tukwilla 14403 44th Lane S. Date: 10/15/2015 File No: Data File Name: 2853.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: RASCO Descr: RA0612 RFC43 F1 Conc .Pend.(16x16) K=4.30 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.26 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm -Over: K=4.25 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC S-40 HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 60.0 psi Resid: 0.0 psi Flow: 0.0 gpm Public Main Size: 0 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.3 1 13.0 60.0 36.8 2 13.0 9.3 1 26.3 60.0 47.1 REVIEWING AUTHORITY City of Tukwilla ingrongsfraronar , P,ERTIVICATE Of COMrETENCY VIRE ?ROTES T10N SPRINKLER SYSTEMS M Iael D. Hutchinson 2 BD Level Ev 1166.O599'Fire P ,tection, Inc. :-- w ata et ..... ........ ......... DATE: 10/15/2015 C:\PROGRAM FILES\HRS SYSTEMS\HHOUSE34\2853.rdf PIPE & NODE DATA P # END LEN HWC NOD DIA FIT. EQV.LN RESULTS OF ANALYSIS FIXD LOSS EL SP PUMP (FT) (K) Page 2 * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing * * *DISCH FLOW PF PT *DISCH FLOW PF PT * (GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) * * 1 1 15.00 B ---- 30.0 4.26 13.0 -13.0 0.61 9.3 13.0 -13.0 0.61 9.3 150 3 1.101 5.0 ---- 30.0 ---- ---- -0.03 0.00 9.9 ---- -0.03 0.00 9.9 2 2 1.00 B ---- 30.0 4.26 ---- 0.0 0.00 9.9 13.3 -13.3 0.19 9.7 150 3 1.101 5.0 ---- 30.0 ---- ---- -0.00 0.00 9.9 ---- -0.03 0.00 9.9 3 3 8.00 2L ---- 30.0 ---- ---- -13.0 0.55 9.9 ---- -26.3 2.03 9.9 150 4 1.101 10.0 ---- 30.0 ---- ---- -0.03 0.00 10.5 ---- -0.11 0.00 12.0 4 4 20.00 BR ---- 30.0 ---- ---- -13.0 0.80 10.5 ---- -26.3 2.93 12.0 150 5 1.101 6.0 ---- 10.0 ---- ---- -0.03 8.67 19.9 ---- -0.11 8.67 23.6 5 5 30.00 2LB4R ---- 10.0 ---- ---- -13.0 1.50 19.9 ---- -26.3 5.53 23.6 150 6 1.101 19.0 ---- 10.0 ---- ---- -0.03 0.00 21.4 ---- -0.11 0.00 29.1 6 6 10.00 3R ---- 10.0 ---- ---- -13.0 0.40 21.4 ---- -26.3 1.47 29.1 150 7 1.101 3.0 ---- 0.0 ---- ---- -0.03 4.33 26.2 ---- -0.11 4.33 34.9 7 7 1.00 150 8 1.101 8 8 80.00 150 9 1.598 9 9 1.00 150 10 1.101 -5.0 0.0 ---- 4L ---- 28.0 ---- -5.0 0.0 ---- 0.0 ---- ---- -13.0 0.03 26.2 ---- -26.3 0.11 34.9 0.0 ---- ---- -0.03 0.00 31.2 ---- -0.11 0.00 40.0 0.0 ---- ---- -13.0 0.54 31.2 ---- -26.3 1.99 40.0 0.0 ---- ---- 0.00 0.00 31.7 ---- -0.02 0.00 42.0 0.0 ---- ---- -13.0 0.03 31.7 ---- -26.3 0.11 42.0 0.0 SRCE ---- -0.03 0.00 36.8 ---- -0.11 0.00 47.1 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP SP - FLOW PF - PT - - Pump Pressure K -Factor - Flow Rate Pressure Loss due to Friction Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, DATE: 10/15/2015 C:\PROGRAM FILES\HRS SYSTEMS\HHOUSE34\2853.rdf Page 3 The maximum velocity of water flow occurs in pipe 9 at 4.39 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 9 at 8.87 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC S-40 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. R609099990) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.014 gpm at each node and maximum imbalance of 0.14 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 47.1 psi and a 7 minute flow of 184 gal. and a 10 minute flow of 262.9 gallons. The minimum pressure at any node is 9.3 psi at node 1. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 60.0 psi and a 7 minute flow of 224 gal. and a 10 minute flow of 320.0 gallons. The minimum pressure at any node is 14.6 psi at node 1. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE,:,10/15/2015 C:\PROGRAM FILES\HRS SYSTEMS\HHOUSE34\2853.rdf Page 4 P R E S S U R E P S I WATER SUPPLY CURVE 60.0 CA CC 54.0 48.0 42.0 36.0 30.0 24.0 18.0 12.0 6.0 0.0 I I i 1 1 I 04 8 12 16 20 24 CD 28 1 I I 32 36 40 FLOW (GPM) Static = 60.0 psi (fixed pressure) (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply 60.0 psi @ 13.0 gpm B = Required Water Supply 36.8 psi @ 13.0 gpm C = Available Water Supply 60.0 psi @ 26.3 gpm D = Required Water Supply 47.1 psi @ 26.3 gpm TEST HEADS NATIO DI\ \G ROAM DOWN TO UPPER FLOOR � 6.5.3 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. TO UPPER FLOOR VASTER BOY UP FROM MAIN FLOOR DLAYROO FAVILY ROOV i b ! t :' w r:'P R `I P111E .rr • (, V re Permit . No. • x3c:S 1 ��49 1 for Alihut- . p�.+d a'uf �:rl'. '.� ��M, l � e�'�py !��t� P° p+j.�i`.� :)v n or � ej 2or »'Italy �a:ipprbva1e d TO LOFT iLOOR LOFT PLOO DLA\ E\TRY WATER FLOW INDICATOR TO SYSTEM` DRAIN VALVE Without Commen s As Noted in Re 0 Per The Ai eich d Letter These plans have been reviewed by - he Tukwila Fire revention Bureau for conformance t i :r: current City ndarcJ3. Acceptance is subject tr) ;.rror and • ti sions which ocf not i:a',itlorli: 'It.` t;'ions of adopted 7,ndards and ord inarlCeS. The !eS,:>,Insiiaiii y for the quacy o1 de.sign rests totally with t e designer, iditions, deletions or revisions to ti' se drawings sifter .:6-i!;, date will void the acceptance: ; rii will require a i.'c: ubmittal of revised drawings ff:' `iilusequent approval. t "incl acceptance, is subject to field test and Inspection by me Tukwila Fire Prevention Bureau. ' Date: /0 .3— / By:.-----..! SPRINKLER RISER. DRAIN PIPED TO EXTERIOR BEDROOM 11 .1" AMES 2000B BACKFLOW PREVENTER To domestic piping 1" WATER METER V AI \ FLOOR DLA 1/4"=l' -O" ALL PIPE TO BE 1"CPVC UNLESS OTHERWISE NOTED. 6" 120v BELL TO BE LOCATED ON THE EXTERIOR APPROACH TO HOME FLOW SWITCH TO BE CONNECTED TO SMOKE ALARM SYSTEM "tUAaHINOTOL / fTATc ¢,w r,.r r. CERTIFICATE OF COMPETENCY Fi FIRE PROTECTION SPR NKLER SYSTEMS i� Michael D. Hutchinson N, ti 1166 -0699 -BG Leve 2 g Evergreen Fire Pro ect on, Inc. n Expirl S/gnrlvr� ',Date 12/31/95 0 General Notes Sprinkler Symbol Legend 1. OWNER TO PROVIDE ADEQUATE HEAT (40'F. MIN) TO PREVENT SPRINKLER PIPES FROM FREEZING. 2. OWNER TO PROVIDE HARD WIRED HOME SMOKE DETECTION SYSTEM. 3. CPVC PIPE SHALL HAVE HANGERS 6'—O c\c AND NOT MORE THAN 6" FROM ANY SPRINKLER HEAD. 4. ALL ATTIC PIPING TO BE TENTED WITH BATT INSULATION TO PREVENT FREEZING. 5. ALL PIPING TO BE 1" C.P.V.C. U.N.O. 6. A 6" BELL TO BE LOCATED ON THE EXTERIOR APPROACH TO HOME. 7. IF FURNACE IS LOCATED IN THE ATTIC SPACE A DRY UPRIGHT WILL BE LOCATED NEXT TO THE FURNACE. SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP K FACTOR RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM ® 9.6 psi RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM ® 9.6 psi RELIABLE F1 RES 44 SIDEWALL 16' X 20' VICTAULIC DRY UPRIGHT Reliable F 3 QR DRY Sidewall 155' 4.9 155' 4.3 VEGEE\ FRE POTECTIO\ INC. PO BOX 998 Puyallup, WA 98371 evergfp967iz Phone: (253) 252-7942 Sheet Title \FA 13D FIS- SLA\ foster lot 9 2853 TOTAL 29 REV: ' DRAWN: MH SHEET: 1/1/103 /I/Ith Lane S TuwLa, 98168 PAIC OM 15 2 TU KW II�LA cc der% 15 IPI":