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HomeMy WebLinkAboutPP - 13257 40TH AVE S - SANS RESIDENCE - PERMITS AND PLANS13257 40TH AVE S ASSOCIATED PERMITS 14-5-239 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. Site Address: 13757 N 40th AVP **PLEASE PRINT** King Co. Assessor's Tax No.: Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: San Steven 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: Evergreenfireproamsn.com Fax Number: 253-252-7943 Valuation of Project (contractor's bid price): $ 4600.00 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 4►U )j�QRIZED AGENT: / Signature: "" Print Name: Mike Hutchinson Plan Permit App.doc Date: 10/20/2014 Day Telephone: 253-3814456 5/14/10 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r` b/c) - 00 66 C�-s-�3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection • N X41, of Address: 13sL Suite #: Pre -Fire: r- �,. e, 5, Contact Person: Special Instructions: Phone No.: V, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Serf — n Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1/..\.c14.._s,?__ Date: 3/V / I g/ 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per N d 4 D/ 9 —©o &d ��-s- a3i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:�� Sia-,) S � ^ Nc=S Type of Inspection: Ca v-ei' litt40 0 Address: 1 3 a s Suite #: iio v'G S Contact Pe son: Special Instructions: Phone No.: Rf,Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1-0 doiA4/ !1-443r0 - 5-t-1 Li_ -o_e_A. (-00u)) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a^ re -A.4 S- a— Date: Va pbby Firs.: $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:_10/20/2014 C:\program files\HRS Systems\hhouse34\Sans.rdf Page 1 EVERGREEN FIRE PROTECTION, INC. 10509 64th AVENUE E PUYALLUP,WA 98373 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Steven Sans Residence Tukwila, WA 13257 N 40th Ave Date: 10/20/2014 File No: Data File Name: Sans.rdf SPRINKLER SPACING r...m..m reastriaram.A.4.mm.m MM 11 1 CERTIMWTE OF COMPETENCY FELE PROnerno ,I SPRINKLER SYSTEMS !Michael D. Hutchinson 1186-05gg.BO Level 2 Evergreen Firo Protection, Inc. II EVERGFP967LZ �xpmmf • tSmsi :.mmmmmm.mm 1231 .mm..mmnmm..i 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: 1 Reliable 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. Flowing Flow Press. Node Total Avail. (psi) No. Flow Press. Req'd Press. 1 13.0 9.3 1 13.0 60.0 32.1 2 13.0 9.3 1 26.2 60.0 42.1 REVIEWING AUTHORITY City of Tukwila DATE:,10/20/2014 C:\program files\HRS Systems\hhouse34\Sans.rdf Page 2 60.01A.TER SUCPLY CURVE 54.0 748.0 4.0 1136.0, 1:!30.0B (24.0 118.0 j12.0 6.0 0.48 121620 24 28 32 36 40 Fir = gn FLOW (GPM) aH nracciira\ ai nrr 1 (7 cnri nkl ars .Tres i 1 ahC — ANra i 1 ahl a Westar G"pp1y 1 fl nci iu 6,f1 (1 nci 2 iC, 9 nnm 'anni raD = Ranni rr1 Westar Cnnply :.l psi ty 42.1 psi @ 26.2 gpm flowing) DATE:,10/20/2014 C:\program files\HRS Systems\hhouse34\Sans.rdf Page 3 RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 1 Sprinkler Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 20.0 K= 4.26 9.3 13.0 2 20.0 9.7 3 20.0 9.7 4 20.0 11.9 5 10.0 16.7 6 0.0 21.5 7 0.0 26.5 8 0.0 26.6 9 0.0 27.1 10 0.0 SOURCE 32.1 Pipe Tag K-fac AF AF to L C (Pt) Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 4.26 8.00 150 0.4 3 20.0 9.7 13.0 Disch 1.000 B: 5 5.00 0.0 1 20.0 9.3 13.0 1.101 13.00 0.031 0.4 Pipe: 2 0.00 2.00 150 0.0 3 20.0 9.7 0.0 1.000 R: 1 1.00 0.0 2 20.0 9.7 0.0 1.101 3.00 0.000 0.0 Pipe: 3 0.00 2B:10 54.00 150 2.2 4 20.0 11.9 13.0 1 1.000 L: 5 18.00 0.0 3 20.0 9.7 13.0 1.101 3R: 3 72.00 0.031 2.2 Pipe: 4 0.00 10.00 150 4.8 5 10.0 16.7 13.0 3 1.000 B: 5 5.00 4.3 4 20.0 11.9 13.0 1.101 15.00 0.031 0.5 Pipe: 5 0.00 R: 1 7.00 150 4.7 6 0.0 21.5 13.0 4 1.000 B: 5 6.00 4.3 5 10.0 16.7 13.0 1.101 13.00 0.031 0.4 Pipe: 6 0.00 1.00 150 5.0 7 0.0 26.5 13.0 5 1.000 0.00 0.0 6 0.0 21.5 13.0 1.101 1.00 0.031 5.0 Fixed Pressure Loss Device: 5.00 psi Pipe: 7 0.00 3.00 150 0.2 8 0.0 26.6 13.0 6 1.000 2R: 2 2.00 0.0 7 0.0 26.5 13.0 1.101 5.00 0.031 0.2 Pipe: 8 0.00 80.00 150 0.5 9 0.0 27.1 13.0 7 1.500 2L:14 14.00 0.0 8 0.0 26.6 13.0 1.598 94.00 0.005 0.5 Pipe: 9 SOURCE 1.00 150 5.0 10 0.0 32.1 13.0 8 1.000 0.00 0.0 9 0.0 27.1 13.0 1.101 1.00 0.030 5.0 DATE:,10/20/2014 C:\program files\HRS Systems\hhouse34\Sans.rdf Page 4 Fixed Pressure Loss Device: 5.00 psi RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 2 Sprinklers Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 20.0 K= 4.26 9.3 13.0 2 20.0 K= 4.26 9.6 13.2 3 20.0 9.7 4 20.0 17.8 5 10.0 23.8 6 0.0 29.6 7 0.0 34.7 8 0.0 35.3 9 0.0 37.0 10 0.0 SOURCE 42.1 Pipe Tag K-fac AF AF to L C (Pt) Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 4.26 8.00 150 0.4 3 20.0 9.7 13.0 Disch 1.000 B: 5 5.00 0.0 1 20.0 9.3 13.0 1.101 13.00 0.031 0.4 Pipe: 2 4.26 2.00 150 0.1 3 20.0 9.7 13.2 Disch 1.000 R: 1 1.00 0.0 2 20.0 9.6 13.2 1.101 3.00 0.032 0.1 Pipe: 3 0.00 13.2 2 2B:10 54.00 150 8.1 4 20.0 17.8 13.0 1 1.000 L: 5 18.00 0.0 3 20.0 9.7 26.2 1.101 3R: 3 72.00 0.112 8.1 Pipe: 4 0.00 10.00 150 6.0 5 10.0 23.8 26.2 3 1.000 B: 5 5.00 -4.3 4 20.0 17.8 26.2 1.101 15.00 0.112 10.3 Pipe: 5 0.00 R: 1 7.00 150 5.8 6 0.0 29.6 26.2 4 1.000 B: 5 6.00 -4.3 5 10.0 23.8 26.2 1.101 13.00 0.112 10.1 Pipe: 6 0.00 1.00 150 5.1 7 0.0 34.7 26.2 5 1.000 0.00 0.0 6 0.0 29.6 26.2 1.101 1.00 0.112 5.1 Fixed Pressure Loss Device: 5.0 psi Pipe: 7 0.00 3.00 150 0.6 8 0.0 35.3 26.2 6 1.000 2R: 2 2.00 0.0 7 0.0 34.7 26.2 1.101 5.00 0.112 0.6 Pipe: 8 0.00 80.00 150 1.7 9 0.0 37.0 26.2 7 1.500 2L:14 14.00 0.0 8 0.0 35.3 26.2 1.598 94.00 0.018 1.7 Pipe: 9 SOURCE 1.00 150 5.1 DATE:,10/20/2014 C:\program files\HRS Systems\hhouse34\Sans.rdf 10 0.0 42.1 26.2 8 1.000 9 0.0 37.0 26.2 1.101 Fixed Pressure Loss Device: Legend: PT - Total Pressure at Node Fl - Flow rate (gpm) L - Pipe Length F - Fitting Length T - Total Length of Pipe 0.00 1.00 0.112 5.0 psi C - Hazen -Williams Coefficient FL/FT - Friction Loss per Foot Pt - Total Pressure Loss Pe - Elevation Pressure Loss Pf - Friction Pressure Loss Page 5 0.0 5.1 Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= The maximum velocity of water flow occurs in pipe 7 at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 7 at 8.83 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) E L B R C 45 Ell 90 Ell TeeBch TeeRun Couplg 1.101 1.00 5.00 5.00 1.00 1.00 1.598 2.00 7.00 8.00 1.00 1.00 in Feet S G X Y Z SwgChk GatV1v X Y Z 8.00 2.00 0.00 0.00 0.00 14.00 3.00 0.00 0.00 0.00 A negative value for flow rate indicates the direction of flow is from the second pipe nc A Fixed Pressure Loss Device calcualtes as a positive friction loss A Fire Pump calculates as a negative friction loss Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. R609099990) to provide an average imbalance of 0.019 gpm at each node and a maximum imbalance of 0.19 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.08 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 42.1 psi and a 7 minute flow of 183 gal. and a 10 minute flow of 262.1 gallons. The minimum pressure at any node is 9.3 psi at node 1. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 // 9 CLO. HT. i 0 ra 1:11 1..R1 ' CLU. Id T. TO UPPER FLOOR k.X 5 ` r• a' .H1. OR EQ, _7 1� 1=:1 EOLL. RD SPRINKLER RISER C4.RAGE D0OR OPENL R x / N QT. 33x2 ATTI CESS V AI\ FLOO PLA\ 1/4" = 1'-0" _.. DN 4x4 OR E. O. • Li 0 J 4x4 OR EQ. NT Y P0 D N PRESSURE GAUGE LI 1 9' CLO. HT. 9' .R-� /, E G t` t 9 (_C. 11 r '` A. C l_ O. I"1 . . STATIC WATER PRESSURE 60 psi TO SYSTEM DRAIN VALVE 2'Fttyrov C DRAIN PIPED TO EXTERIOR 1" AMES 2000B BACKFLOW PREVENTER To domestic piping 10 1" WATER METER /4 1.5" 80' SPRINKLER RISER NTS General Notes 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 IF REQUIRES BY THE LOCAL A.H.J. 7. IF A OUTLET FOR A FUEL FIRED APPLIANCE IS PIPED ON AN EXTERIOR COVERED DECK A INTERMEDIATE TEMP. DRY SPRINKLER WILL BE INSTALLED. SYM • Sprinkler Symbol Legend SPRINKLER ORIFICE SIZE, TYPE & FINISH 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 QUAN 30 TEMP 155' 155' K FACTOR 4.9 4.3 RELIABLE F1 RES 44 SIDEWALL 16' X 20' 155' 4.3 VICTAULIC DRY UPRIGHT 200' 5.6 Reliable F 3 QR DRY Sidewall 155' 5.6 TOTAL 31 PIPE S&P S&P UP FROM M MAIN FL !tl T— I\SULATION 7/ ////////////////// %////////////////////// A I\SULATIO\ TE\TING DETAIL .I' N j--- -TEST HEADS i OP-, TCOW ij I ER FLOOR DLA\ 117J4 yr v► . ) - F1 .. Cbw4+) -lest ,rc „► - -1 JKwLA FIRE DEPARTMENT Please call 206-5754407 and tills Fire Permit No. and exp addtess lbr shut- down or reson approval. ALL PIPE TO 3E 1'CVC U\LSS OTHERWISE \OTE3. FILE r p py 174" = 1 —o' r�. 1 741= 0 Without Comments As Noted in Red Per The Attached Letter plans have been reviewed by The Tukwila Fire ,:lcirion Bureau fo: conformance with current City Accepai-i :e. is subject to errors and :,Ions which do not authorize violations of adopted ,,t:;ards and ordinances. The responsibility for the q uacy of design rests totally with the designer. i!dons, deletions o revisions to these drawings after date will void that- acceptance and will require a :.submittal of revised drawings for subsequent approval. acceptance is subject to field test and Inspection by I le Tukwila Fire Prevention Bureau. Date: /(i 1"S By: .( 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. Stamp i WASHINGTON STATE j� CE MPICATE OF coMPETENCY FIRE PROTECTION SPRINKLER SYSTEM' Michael D. Hutchinson 1166 -0599 -BC Level 2 Evergreen Firo Protection, Inc. EVERGFP967Z Asa Irsatirginn DATE:10/20/2014 EVEGEE\ EIDE POTECTIO\ C. PO BOX 998 Puyallup, WA 98371 EVERGFP967LZ Phone: (253) 252-7942 REV: DRAWN: TH SHEET: 1 OF1 Sheet Title \PA 13D FIR - Sc n Stcven Resic ence Job Title 13757 Tu \ OtH Ave <v;ilc,VJA PAID OCT 20 2014 TUKWILA FIR