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PP - 3223 S 133RD ST - DARYL TAPIO - PERMITS AND PLANS
3223 S 133RD ST ASSOCIATED PERMITS 97-5-148 D97-038 City of Tukwila FILE John W. Rants, Mayor Fire Department Thomas P. Keefe, Rre chief May 7, 1997 Fire Department Review Control #D97-038 Re: T a p i o, Daryl - 3223 South 133rd Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your fire department access road must be designed to meet or exceed Tukwila Public Works standards. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd ilalammrtmre Ct�tinn• AAA AnAnuor Park Faet • Tukwila_ Waehlnotnn OR1RR • Pherw 121Y4 S2 4&M • Fir. 120ti] S2S-41A40 City of Tukwila FILE John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief February 27, 1997 Fire Department Review Control #D97-0038 (511) Re: Daryl Tapio - 3223 South 133rd Street, Lot A Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn -around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum of 1000 GPM at 20 PSI residual pressure. 3. Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, lane Chief Page number 2 • travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone:: (206,1575-4404 • Faz (206) 575-4439 n. . •"war►s'x�t•,.�.�s::•=,�-••.,r�x�y-�,�s�T• City of Tuklla Fire Department 1 SEP 1 0 1997 John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Project Name ,4// IZ 14P/0 Address -- ,5 / 3 L✓�T l4 - Thomas P. Keefe, Fire Chief etain current inspection schedule Needs shift inspection Suite # )( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Aox zed:Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 1 )t7,1:-iIla1V l,flJl-t✓t.►I_N 1 IV1vz ria ,' I,, .LE StIJENTIAL FIRE SPRINKLER SYSTEM Activity i• D97-0038 nates June 3.; 1997 By, J A Lynch Project Namet New Residence - Olympic Develop - Lot 'A' flour L 11g,.zTwa Project Locations 3223 S 133rd St, Tukwila, WA ale,. O!<epkest re 72 p.8.1. Locations Mai n..at .Jatr :_ Available Rater Supply! 26 g.p.m. ats Max Sprinkler Spacings 16 ft. X 16 ft. Sprinkler I.DsCepti, E,QC.Senl. ONE. -SPRINKLER DESIGN: Min. Flows 18 gpm; Min. press: 18.4 psi TWO-SrnTNXLER DESIGN! Min. Flow! 26 gpm: Min. press: 9.6 Psi Type of Piping: X CrVC PVC SFeel (Sch. 40) Copper R, L, M (Circle one/ C.ALCULATIQNg 2 Sprinkler flaws System demidid w 26 gpm CALCULATIONS 1 Sprinkler flow: System demand = 18 gpm PIPING (1 epkr flow) ToTnt, UNIT_ TOTnt. DIA. LE,NGTU x FR LOSS FR LOSS Service (PVC) 1 1/2" 260' .0090 System (CPVC) 1" 51' .0541 Plus 15% FITTINGS & VALVES (1 epkr flow) 2.43 2.76 .77 ntA.6 x Unit -x TOTAL UNIT TOTAL TYPE p'TY. F.Q.LRN.m.T,FN.x FR.I.OSS FR.LOSS l"90°L 2 1"T Rn 4 1"T Br 5 7' 1' 5' 1"F1 Sw _L._ 4' 1" Dc ub1e check BFP 14' 4' 25' 4' .0541 '1 MTTRR rnTrT1oN ).ORS (Size= 1") !MICR PPTSst1RR RIQIJ1RRD ELEVATION DEAD TOSS (-2 ft. x 0.434) TOTAL SYSTEM PRESSURE DEMAND TO'T'AL SUrrLY PRESSURE AVAILABLE .76 .22 1.35 .22 4.00 2.00 18.40 -.87 32.04 PIPING (2 epkr. flaw w 26 gm) TOTAL X UNIT .TOTAL DIA LENGTH ' TR LOSS' . PR LOSS Service (PVC)1 1/2" 260' .0178 4.63 System (CPVC) 1 " - ' �""'--` 5.44 Plus 15• PITTINGS. R .VALVES ,(2-epkr. flow w 26 gpm) UNIT TOTAL 2 . UNIT + TOTAL QTYX 2 LEte, PQ LEN. -VA linkrit LOSS nTn 6 TYPE 1"90°L 1"T Rn 2 4 1"T Br 5 1"Fl Sw 1 7' 1' 5' 25' 4 * ---Tr- 14' .1067 4' 1" Double check BFP 1.49 .43 2.67 , 4.00 MITER FRICTION Td1Rs (Atte. 1" 3.00 Srn1NK1.In rnrasuPP, RPQUIRED 9.60 E.T.IVnTTON RE.Af ).MTS ( -2 ft X .4341 -.87 .TOTAL SYSTEM PRESSURE DEMAND TOTnt. SUPPLY rnrssunnp AVAITd1BLE 72.00 4.►© NU)RT(1NP.ST RESIDENTIAL FIRE SPRINKLER INC If,�S P-hrlilge Ave. NE Olympia, RA 98506 (206)754-6475 FAX 1206)459-3561 Contrnctor'e Reg. INNRESFS09SBA 63216 >__ 1 } Add t.5 G 1 5 5 -� � k �owfi -C Q _o•314 . C(k ACCEPTED ❑ 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 omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, 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 Bureau Date (a' (5 \ By 5C0 nes r FILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. c\--) S and exact address for shut' down or restoration approval. 3 fl • f,4T L w7e Ateep /teasc,'t 1FkJi B.,?H. # 2. 1 l 9 s)u ' ,Ph< DC 00 00 e5 Na o .S' %;4X.Aa. at, Ti 2 '-'44F1rdr drIA PI -AW Sc42A '= l =J`' • 0 0 t A Test i Drain Valve Main Drain To Sprinkler System r Gauge Alma Bell 2 .0, -Flow Switch II 13FP RISER DETAILo�S5 <..� No Scale 11 tot r-4 To Domestic From Supply Control Valve NOTE: ALL SPRINKLER PIPING TO 1° CPVC FLM SWITCH TO BE POTTER 120V ALARM BELL TO BE POTTER 6', 120V BFP TO BE FEBCO MODEL BOST DOUBLE CHECK SPRINKLERS TO BE CENTRAL CONCEALED PENDENT MAIN FLOOR --- -� 7 EA UPPER FLOOR ----- /49 EA BASEMEMENT --------------- — EA TOTAL 17 EA 1 `RCKEEWM7 di JUN 11 1997 rPtifitif 11`2/ I Ga 0 CU z OO V) V) z 0 v DATE 5/28/97 TAX PARCEL # BY 0.e zm.'