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HomeMy WebLinkAboutPP - 14416 44TH LN S - RESIDENCE - PERMITS AND PLANS14416 44TH LN S ASSOCIATED PERMITS 15-S-174 D15-0124 4431itial% 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: 14416 44th Lane S. Suite Number. Floor: Tenant Name: Foster Plat lot 3 New Tenant? ❑ - Yes 0 - 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 -PIS-- O (29 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 54, eiwr 3 Sprinklers: Type of Inspection: �� cleat- r4 / Address: Suite #: /qq/G cicr GA) Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 lc -S @ i - /ASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r./.. --are_ ick r3 Date: '(/j / /6 Hrs.: /_ o I' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i --2y Zv$ - 01;p PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: --54-eof /414 Type of Inspection: c.s rie el Le.,._ /1/41)/-e., Address: / ,/g. -.' Contact Person: Suite #: /4#/6 i Special Instructions: Phone No.: tJ� proved per applicable codes. Corrections required prior to approval. COMMENTS: Ott z 4) t -er /-,ofo — o," Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:4A at C2____ Date: i/i/jc 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 t/ DATE: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf EVERGREEN FIRE PROTECTION, INC. 10509 64th AVENUE E PUYALLUP,WA 98373 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Foster Plat lot 3 Tukwilla 14416 44th Lane S. Date: 10/15/2015 File No: Data File Name: 2853.rdf SPRINKLER SPACING Page 1 256.0 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 I WWWWWWrrrsrrrr�TAT! rrr+w�-rti "�r�NINOTON CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS R M Michael D. Hutchinson• 1166 -0599 -BG Level 11 • Evergreen Fire P otection, Inc. o EVE' %� P r + - E,tPire+. • • Oats 12/37r�� 8 rLL ................... rr. r r r.rr rr - . .s rr - r ra DATE: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf Page 2 $ PIPE & NODE DATA P # END LEN FIT. HWC NOD DIA EQV.LN RESULTS OF ANALYSIS FIXD LOSS EL SP PUMP (FT) (K) * 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 ---- Legend: P - Pipe # DIA - Pipe Diameter EQV. PUMP SP - FLOW PF - PT - 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 LN - Pipe Equivalent Length - 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=GatV1v, 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 60.0 54.0 48.0 42.0 36.0 30.0 24.0 18.0 12.0 6.0 0.0 0A sB WATER SUPPLY CURVE C CD 04 8 12 16 20 24 28 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 6.5.3 A warning sign, with minimum'' 'A inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: TEST HEADS NATIO 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. DOWN TO UPPER FLOOR VAST-� B-DR$1OV UP FROM MAIN FLOOR SLAYGC) FAVILY ROOV TO LOFT 4LOOR LOFT FLOOR DLA\ I' II III; WATER FLOW INDICATOR T() SYSTEM DRAIN VALVE PRESSURE GAUGE SPR NKLEfR RISER B I- 3 O O BH3 'c OV 2 -1 " ` AMES 2000B BACKFLOW PREVEN TER GARAG 1" WATER METER VAI\ ELOO TUKWILA FIRE DEPARTMENT Plash cell 206-575-4407 and give this Fire Permit No. °Id exact ad m SS for stiut down or r-.7.4',orEllon approval. ALL PIPE TO BE 1"CPVC UNLESS OTHERWISE NOTED. 0 - Without Comments .. As Noted in Rei Q Per The Attached Letter e plans have been reviewed by The Tukwila Fire ::ration Bureau for conformance with current City lic,ards. Acceptance is subject to errors and .iissions which do not authorize violations of adopted ,indards and ordinances. The responsibility for the is d-quacy of design tests totally with the designer. Rdditions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bu eau. Date: / U -.)--a - i /4 c1 vo t U) f it' Flow (l,v,, -J-) 4-64 ret-; 6" 120v BELL TO BE LOCATED ON THE EXTERIOR APPROACH TO HOME FLOW SWITCH TO BE -CONNECTED E CONNECTED TO SMOKE ALARM SYSTEM Ir. ',WASHINGTON STATE C CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS p Michael D. Hutchinson 1166 -0599 -BG Level 2 a Evergr:e� Fire Pr•tection, Inc. EV7 2/31/15 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'-0" 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 Sc FINISH RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM CO 9.6 psi RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM CO 9.6 psi RELIABLE F1 RES 44 SIDEWALL 16' X 20' VICTAULIC DRY UPRIGHT Reliable F 3 QR DRY Sidewall 155' 155' 200' K FACTOR 4.9 4.3 4.3 5.6 5.6 VEGEEN FRE POTECTIO\ I\C PO BOX 998 Puyallup, WA 98371 evergfp9671z Phone: (253) 252-7942 Sheet Title \FDA 13D FIRE LA\ Foster 9Ict lot 3 7853 Job Title TOTAL DATE: 10/15/2015 REV: DRAWN: MH SHEET: 116 /I TuKwil RE cc,,0761, �