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HomeMy WebLinkAboutPP - 8700 EAST MARGINAL WAY SOUTH - KING COUNTY HANGARS - PERMITS AND PLANS8700 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D02-019 D02-198 D02-020 02-F-159 02-S-147 City f Tukwila _NvSten n _a 2002 M 7ulm'let, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ,k 11"1 ` CO. A gi h5 yr4- Address Y )u, t M' j 14, 7 Permit No. 0 0 4.) Retain current inspection schedule ? Needs shift inspection Suite # XApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: A.tc - <<- Pre -Fire: Permits: Fro # S/ / /1-1 s-v�. Authorized Sidfzature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • "Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 0 city of Tukwila NOV 1 4 2002 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 00,) -CP -0 a � C(. art f 9100 E m S Silt. 0131.-) tirRetain current inspection schedule Needs shift inspection Suite # YApproved without correction notice Approved with correction notice issued 4„ T Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: fro si f //-/'•/-O- Authorized Sinature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 JKWILA FIRE PREVENTION Tukwila, WA 98188 -Phone 206 -575 - AU 444 Andover Park• . - Fax 206-575-4439 E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is°ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 1t NO v 0Z Permit # £7 Z F' Is - Installing Company ee c.J cov. c_ 5d>si- "^, Installing Contractor's Address e O (le -116 a ctilte lAJ A X7013-1 City Phone # - 3 1 6.(.-0 Installer's Name (PRINT) Cc> (5\ License and/or Certificate - tPI (oZ 9 Name of Facility k Cot.)wl 1 v�+'e t•n �� t v n a\ Property Address City Tukwila Zip Code Occupied as 0,Y c_ 0.0 Owner or Representative General Contractor !, c\\ e A Electrical Contractor C o FACP Equipment Manufacturer j t lev\* This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by(45\ 541 On (date) ko v -1•1-. t, 1 Z3 62— and includes the devices listed on back. Circle all that apply: NFPA 72, Chapt 4 d/or UFC STD 10-2:SBC L7.1.2, 1997 ED. NFA , ational Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Phone # Model # S-2-8 v Tukwila City Ordinance Numbers6219J911D 4 UL Central Station Monitor Mo.i(.eje( System is monitored by SIGNED Date System Firmware: Installed version ✓ Checksum Date 1 4/Vo v 0-7-- Initial ZInitial program Installation Date Revisions and Reasons Programmed by 44 et r k (3 < cJ I, n s k• Tukwila Oe Prevention Bureau- Material and Olt Certificate EQUIPMENT INSTALLED AND TESTED: Control Panel \ of k Manual Station of 3 Smoke Detectors 11 of j3 Heat Detectors g1_ of 8 Duct Detectors — of — A/V Devices ca - Audio Devices of Visual Devices '�,S of31 Auto Door Release of Trouble Indictors of Batteries Readings Battery 2. L . 41 Make/Model Make/Model Make/Model Make/Model Make/Model 6;1 * \ eS(1/r Make/Model f' w N c S bice s IS Make/Model Make/Model e of w"r J Make/Model Make/Model �,cn.e5i S S7cob" • Full Load 2 9 Charge Zoo . 8 Generator of Make/Model HVAC Controls of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Lt of 4 Make/Model Valve Tamper Sw. y of 4 Make/Model PIV \ of 1 Make/Model Elec. Alarm Bell t► of 4 Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed l/ Do you meet audible/visible requirements of WAC 51-44, UFC STD 10-2, 1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes ,/ No _ Test of alarm System on emergency power, satisfactory? Yes No _ Test Witnessed by Title Date Comments: TFD FP Form #110 2 ' OCT -27-02 23:42 FROM - T -297 P.002 F-258 ./ Contractor's Material and Test Certificate for Underground � Piping kih .• PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by an owner's represent All defects shall be corrected and system left In service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature In no way prejudices any claim•againat contractor for faulty material, poor workmanship, or failure to•comply with approving authority's requirements or local ordinances, Property name r/ . 1:.1 lJ6 ...0h‘- I AA-.li 04.44 -Cr 141R.:VOrt-t. Date Property address t16 / c7 L a r MIR t&If0+gt L{ JCoe-YL 441 Accepted by approving authorities (names) CA TY O -r L ik • Address • Pians Installation conforms to accepted plans IEI<es ❑ No Equipment used 1a approvedes ❑ No If no, state deviations .. • inatructicnaHave Has person In charge of fire equipment been Instructed as to location ❑ Yes ❑ No. of control valves and care and maintenance of this new equipment? • If no, explain • oopiee of appropriate Instructions and oars and maintenance charts been left on premises? • II no, explain " IJ A- • Yes • No • Location .Supplies buildings • •0i'K-� Underground •pipes and Joints • PIp� types and oleos t=ic_ snvre-r„ e...4. 5'Z-r„g-) type Joint • • • Pips conforms to A standard • pas - No Pittings conforms to i) ( standard Yes II No If no, explain • Joints needed anchors a clamped, strapped, or blocked In accordanoa with Ii r e AC standard s ❑ No If no, explain • Teat ,F; statin description • Flushing: Flow .thwrati fired rate until water is clear as Indicated outlets such es'ilydrarits)inVoloWroffs. Flush at flows not less (3331 Wmin); for,¢,(ni plJStt; ;!5380,•gpm (50.5 Urnln) for 8•in, pips, (13,323•Umlli) for 12rin„p(pp,.,When supply cannot produce stipulated Hydrostatic: Hydrostd0it5teste i tai1'be made at not less than 200 by no collection of foreign material In burlap bags at • than 390 gpm (1478 Umin) for 4 -In. pipe, •880 gpm 2440 gpm (9235 I./min) for 10 -in. pipe, and 3520 gpm flow rates, obtain maximum available. pal (13.8 bar) for; hours or 50 psi (3.4 bar) above workmanship Is satisfactory, have little or no Isalcage at 2 quarts per hour (1,89 Uhr) per 100 joints Irrespective 0 such leakage occurs at a few Joints, the Installation The amount of allowable leakage specified above can m1125 mm/hr) for each metal seated valve Isolating the open so the hydrants are under pressure, an additional hydrant. . pressure iniexoas$ xlf150' psl.(10.3 bar) for 2 hours. Laski .e: New pipe laid with tubber gasketed joints shall, if the the Joints. The amount ofiaakabe'at the joints shall not exceed of pipe diameter. The leakage •shall be distributed aver all Joints, shall be considered unsatisfactory and necessary repairs made. be increased by 1 fluid ounce per inch valve diameter per hr. (30 teat section. 0 dry barrel hydrants are tasted with the main valve 5 ounces per minute (150 mi../min) ieakags is permitted for each pi/ \�\G Flushing torte NewF nderground piping flushed aocording to iJ PP 1t” standard by (company) N ( o& JSr . . C es • No if no, explain . How flushing flow was obtained e.1 Public water ❑ Tank or reservoir ❑ Fire pump Through what type openilj buttn pipe OR Hydrant Lead -Ins flushed according to Alf P k standard by (company)10/Yes En No Syr. 0 no, explain 1:7t..‘) 1.4.ey-0 HoNflushing flow was obtained • irr Public water C:1 Tank or reservoir El Fire pump bd'Y connection and spigot type opening ection to flange IN Open pips ' OCT -27-02 23:42 FROM- T-297 P.003 F-258 q�C`�' '' '�iytlroeteUc test' All new underground piping hydrostatically tasted at 2073 pal for hours Joints covered [...(lea MI No -. :,leakage test Total amount of leakage measured 0. gallons hours Allowable leakage O gallons + 2-- hours • Hydrants Number Installed q Type and make 6 Lo (•L) All operate satlsfactorli iiiie Ili • No - f Control . valves Water control valves left wide open Yes .12 No • If no, state reason . -• Hose, threads of fire department connections and hydrants Interchangeable with es No thosof fire department answering alarm Remarks Date left in servloe , • . ' Signatures Name of installing contractor 0 i.! dcl U Sr . 3 ? S` ! 1$ t' , rr J Sys' cc( Ltzs 12.0 i � t,04 Teta wltnaee by »"1jo� For property ownedsigned) '- . ;I l t, -•,,t. i - 1 �4re _Alii, 4-A4- Date /e�•-• /6/27 / • r 1 - : ling • • • , ao • • (a ed)Title Date — Additional explanation and notes _ • . ' • • OCT -27-02 23:43 FROM - T -297 P.004/009 F-258 Contractor's Material and Test Certificate for Underground Piping C PROCEDURE . Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's repres All defects shall be corrected and system left In service before contractor's personnel finally leave the job. A certificate shall be Piped out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It Is understood the owner'sxepresentative's signature In no way prejudices any claim against contractor for faulty material, p workmanship, or failure to•comply with approving authority's requirements or local ordinances. Property name K. e a'u /uT -u iiklic tl -L . A- t a. 90-2.T Clete /0-1-0?-_ Property address V / 0fry Mau r'J Off--( it -NUS' It 2_ • Plans . Accepted by approving authorities (names) rc' or 714 i. w l L., Vi- • Address • • - Installation conforms to accepted plans Equipment used la approved If no, state deviations ., Yes ❑ No ! ,�, l.t,d� vee NI No • Instructions i . Has person In charge of fire equipment been Instructed as to location of control valves and care and maintenance of this new equipment? If no, explain • / 4 - • Yes ❑ No Have copies of appropriate instructions arid care and maintenance charts been left on premises? It no, explain " J .Supplies buildings ` • t• • Yes ❑ No Location Underground pipes and joints • PIp}}mand class 'type joint Pipe conforms to standard L_7 Yee MI No • Fittings conforms to N F Pt standard s NI No If no, explain Joints needed anchorage clamped, strapped, or blocked in accordance with • ki F P ii"••• . standard , Yes • No If no, explain • Teat .; static ' doscriptlon flushing: Flow theiraqui>i+s `ta#a.uiitll water Is clear as Indicated outlets such as .{0dtentaati� ' blgW=¢fla. $lush at flows not leas (3331 Umin) for kin; P1041, ab pprnigf 5 UmIn) for 8 -in. pipe, (13,323 Umin)`for 1.2•Inai1,+hen supply cannot produce stipulated Hydrostatic: Hydrostat(o't®ets:e141tain,ads at not less than 200 by no collection of foreign material In burlap bags at than 390 gpm (1478 Umin) for 4 -In. plps, •880 gpm 2440 ppm (9235 Llmin) for 10 -in. pipe, and 3520 gpm flow rates, obtain maximum available. psi (13.8 bar) for.2 hours or 50 pal (3.4 bar) above workmanship la satisfactory, have little or no leakage at 2 quarts par hour (1.89 Uhr) per 100 joints irrespective If suoh leakage occurs at a few joints, the Inetallalion The amount of allowable leakage specified above can mi./25 mmlbr) for each metal seated valve Isolating the open so the hydrants ere under pressure, an additional hydrant. . preesure.'!r) •exoeas.o��.116fl.,pil�.•(i d13,°bar) for 2 hours, Leakage: New plpe:lald,walh ti66a, oask®tad joints shall, If the the Joints. The amount.dfieaicaga'otthe joints shall not exosed of pipe diameter. The leakagkshall bs distributed over all Joints. shall be considered unsatisfactoy and neoeasary repairs made. be Increased by 1 fluid ounce per Inch valve diameter per hr. (30 teat section. If dry barrel hydrants are tasted with the main valve 6 ounces per minute (150 mUmin) leakage Is permitted for each S \pi/ V9 b (>� FlushingJ feats Naw yftderground plping flushed according to E'� YYiir standard by (company) j....) (AJ cL N Ir s s IN No If no, explain Ho fluahing flow was obtained ! Public water >• Tank or reservoir • Fire pump Through It Hydrant what type opening butt 'Open pipe Pe -Pk Lead -Ins flushed according to standard by (company) 24es • No K1 tk.) tom+ -,)5T If no, explain flushing flow was obtained Through. LKY connection what type opening pHo jPublic water NI Tank or reservoir I• Firs pump to flange I. Open pipe OCT -27-02 23:43 FROM- • T-297 P.005/009 F-258 v drostatic 'test All new underground piping hydrostatically Z.-..-- pal tested at 'Z for• hours Jok,JOI covered Yee • No " • ' Total amount of leakage measured • ,•gallons - 2 • hours ; •Leakage test Allowable leakage o gallons Z . hours . Hydrants Number Installed ' Type and make G .00• All operate satisfactori Yes ❑ No • Control valves Water control valves left wide open If no, state reason , ' Hose threads of fire department connections and hydrants Interchangeable with those of fire department answering alarm Yes !• No ' • Yes ❑ No Remarks Date left In service • • • Signaturese. Name of In tailing contractor .. _ ` P(kJ ILO , 3 7 .S 112" 56 Su•I ie-(Zd OeL, LA -ilk- �° tna saed by .,.�„T d� "`�"" For props, iwnar (pl ! Title Date pfurcer iiteioit/x/02_,- 1 : allln .. i • r ( nod) dr”. '. Tula 1 t&crr�#1-�) Clate _/o l 1 l r Additional explanation 1 • notes ' OCT -27-02 23:44 FROM- l 1 l T-297 P.006/009 F-258 Contractor's Material and Test Certificate for Undergrounds?iping PROCEDURE .le... Upon completion of work, Inspection and tests ahail be made.bythe contractor's representative and witnessed by an6wner's represen All defects shall be corrected and system left in service, before contractor' personnel finally leave the job. • A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature In no way prejudices any claim'agalnat contractor fdr,.taulty material, poor y workmanship, or failure to•comply with approving authority's requirements or local ordinances.• Property name k { .LZg. LPA51, D4Q Vh.) .14 a 0E.T4 •Date (-bZ r d - 4-'02.. 3 Property address (olD AT IWu�nec,/k)u3 Accepted by approving authorities (names) kkiv . .-.- Address • Plans installation conforms to aocepted plans Y —❑''too Equipment used is approved 3r1 Yes ❑ No It no, state deviations .. instructions Has person in charge of of control valves and oars If no, explain . 0 fire equipment been Instructed as to location ❑ Yes ❑ No and maintenance of this new equipment? . I A' . Have coplae of appropriate Instructions and care and maintenance , charts been left on prem ses? lino, explain " ❑ Yee - No • Location .8uppllea buildings Underground .pipes and Joints Pipee and class reAe. t,Sl �' s'Nh,-4S Cr s 2 i ,rear standard Type Joint TI TDD [���.�Y 'a ❑ No Pipe conforms to Fittings conforms to If no, explain (1} eP A standard jy'Yes all No Joints needed anoho ag tamped, strapped, or blooked I,n accordance with, l .1.-"Y A • standard • geires 1111 No If no, explain • . Test, ' description �• Flushing; Flow the regLlred, outlets such as hydrantkarid;l (3331 Umin) for plpe (13,323 Umin) for 12 -In. Hydrostatic: Hyd foetatla rate;tnJll water la Clear as Indicated by no collection of foreign l=offtq; Flush at flows not less than 390 gpm (1478 9680, (908 L./min) for 811n. pipe, 2440 gpm (9235 L./min) �,p�p„ ,;,bl") s pply cannot produce stipulated flow rates, obtain i a,ahs&lt pEbtade'at not leas then 200 pal (13.8 bar) for,2 bar) for 2 hours. rubbsPgaScetad Joints shall, If the workmanship Is satisfactory, of leakggel4t the Joints shall riot exceed 2 quarts per hour (1.89 s)tall-lie d16tr1buted over all Joints. If such leakage occurs and necessary repairs made. The amount of allowable ounce perfnoh valve diameter per hr. (30 mL125 mm/hr) for each hydrants are tested with the main valve open so the hydrants mL/min) leakage le permitted for eaoh hydrant. . flushed according to by (company) , Coi,3-5—r- material In burlap bags at Umin) for 4-1n. pipe,'880 gpm for 10•In. pl;'a, and 3620 gpm maximum available. hours or 80 pal (3.4 bar) above have little or no leakage at Uhr) per 100 joints Irrespective at a few joints, the Installation leakage specified above oan metal seated valve isolating the are under pressure, an additional static pressure In'exoess-00.503I710.3 Leaks e: New pipe laid..Wltfi. the )otnts. The amount of pipe diameter. The leakage shall be considered unaatlafaotory be Increased by 1 fluid test section, If dry barrel 6 ounces per minute (150 N�e,�w.uyld@Zground piping ` 11.7-"rn- standard Q 0� * a `,. \ 11V Fluahing testa.. . ,se IN No If no, explain How fl ehing flow was obtained Through what type openli' butt Open pipe P.W.ublia water MI Tank or reservoir IN Fire pump • Hydrant Lsad•lns flushed according If no, explain to - J''I'w>&& standard by (company) „W -. COVE`, Ila Y oonneotlon and spigot V 'es III No Through.what type opening .0 How shing flow was obtained,,_� 1 Public water 17:1 Tank or reservoir C3 Fire pump . to flange NI Open pipe • OCT -27-02 23:45 FROM - 0: t• T -297 P.007/009 F-258 1 . atqj Hydrostatic test All new underground piping hydrostatically tested at 24,0 psi for '2...- hours ''; Joints covered : Erles IN No _ • Leakage tet • Total amount of leakage measured • 0 ' gallons . ,, . ' IS' Allowable leakage ") CI gallons e4.— • ., • no. rs Hydrants Number Installed 11 • Type and make COLO (0)G.E.Yes All operate satlefactoriy 111 No Control valves Water corftrol valvetleft wide open If no, state reason , Hose thrdads of fire department connections and hydrants Interchangeable with those of fire department answering alarm EIVas . HI No • • No I-24; Remarks Date left In service , • Signatures ' . Name:of Installing contractor S iLg14-% WC S. 6 STd t20 rsgz_ (.M Testi witnessed y For p •— any owner a ‘. of % _ * Date ta or (signed) ' Title I. Date 10-.4 -62, Additional explanation and notes viol • 04 OCT -27-02 23:46 FROM - T -297 P.008/009 F-258 Contractor's Material and Test Certificate for Underground Piping Cronik— 111110 by an owner's represen authorities, owners, and contractor for faulty material, poor PROCEDURE ' Upon completion of work, inspection and teats shall be made by the contractor's representative and witnessed All defects shall be oorrected and system left In service before contractor's •personnel finally leave the Job. A certificate shall be filled out and signed by both representatives, Copies shall be prepared for approving oontraotor. It Is understood the owners representative's signature In no way prejudices any clalm'agalnst workmanship, or failure to•comply with approving authority's requirements or local ordinances. Property name k t ao Co N `oo 1 e Date , J el VO Property address 'co�(oLEA5T �c c�lR., { -44- c P., P LI ..-1 Accepted by approving authorities (tames) - Address Plans installation conforms to accepted plans Equipment used Is approved If no, state deviations ,. Yes ❑ No geYes f• No Has person In charge of fire equipment been instructed as to location of control valves and care d maintenance of this new equipment? If no, explain IN Yes • No Instructions Have copies of appropriate instructions and oare and maintenar)oe charts been left on premises If no, explain " 0 ,^• „ El Yes ❑ No Location .Supplies buildings i • Underground pipes and Joints Pipe types and Glans, - Idc- tom. STP CL 52 Type Joint T1 -„s103 . Pipe conforms to N •pig standard C'es NI No ' Fittings conforms to 14.Pt? 1\ standard CE'Yea No If no, explain. Joints needed anopQrp4 clampod, strapped, accordance with, V l r Pt standard or blocked in Yes t• No 1f no, explain TMafia ' description • Flushing: Flow the 'requlresi ra_erlintll water le clear as indicated by no collection of foreign material In burlap bags at at flows not less than 390 gpm (1478 Umin) for 4 -in, pips,'880 gpm for 84n, pipe, 2440 gpm (8238 Umin) for 10 -in. pipe, and 3820 ppm produce stipulated flow rates, obtain maximum available. at not leas than 200 psi (13,8 bar) for, 2 hours or 50 psi (3.4 bar) above for 2 hours. joints shall, If the workmanahlp Is satisfactory, have little or no leakage al shell not exceed 2 quarts per hour (1.88 Uhr) per 100 joints Irrespective over all joints. 11 such leakage occurs at a few Jolnta, the Installation repairs made. The amount of allowable leakage specified above can per hr. (30 mU2b mmihr) for each metal seated valve isolating the with the main valve open so the hydrants are under pressure, an additional permitted for each hydrant. outlets such as hydr. ntaiainq; *Offs. 'Flush (3331 Umin) for. 8d11;;•pipe;;)y 8 *hi (5905 Umin) (13,323 Umin) for'12•0.4,100, ►hio supply cannot Hydrostatic: Hydrdstatip.te `ajildi?be mads preesurein a oeaaof hlli0 011,110.3 bar) Leakage: New pipe laid with rubber gaeketed the Joints. The amount of leakage at the Joints of pips diameter. The leakage shall be distributed shall be oonsidered unsatisfactory and necessary be Increased by 1 fluid ounce per Inch valve diameter test section. If dry barrel hydrants ars tested 5 ounoes par minute (1 b0 mUmin) leakage Is ��w \ t - �(.> Fluahing teats Dew it e ground plying flushed aocording to hl 1- +r' standard by (company) I Yes ❑ No (`) ,U J • Cb 3'� if no, explain How flushing flow was obtained ❑ Fire pump Through what type opening butt Open pips 44 Public water it Tank or reservoir t• Hydrant C c r: D vx Lead-ins flushed a000rding to L�ti_1- standard by (company) C$Z Yes - No , CD 0 Isr If no, explain 14,(A.) How flushing flow was obtained pump X Y connection and spigot Through what type opening W Public water - Tank or reservoir NI Fire to flange - Open pipe OCT -27-02 23:46 FROM - F / T-297 P.009/009 F-258 g�II ° .Hydrostatic i0 test All new underground piping hydrostatically 2 CI) psi tested at for —2.— hours Joints covered [p Yee IIS No _._..-- • ' Leakage Total amount of leakage measured gallons 2 hours test Allowable leakage tJ gallons hours . Hydrants Number Installed I'"©� iWater Type and make All operate satisfactorily pEr ❑ ,Nc Control valves control valves left wide open If no, state reason , Hose threads of fire department connections and hydrants Interchangeable with those of fire department answering alarm •• s . ❑ No sr Yes - No 0 Remarks Date left In service • Signatures Name `of�l�statliC dcotn3r�-r: 3 1 j 1t gi\ 4 vs 56 S t 177 120 %3[g,, ( A jioy ` G 7roperLy o) G� `F/�-d' j •I D 1ate /4�� loonu, (signed) Tltie 1 S 11-4-- bate 1 '0:-5 -02 y Additional explanation , • and notes f 1 RITMO= MAP co Lone cnr) MAIN mar 70 Malt y s tMas,NV? HANGER C -.CHIP M `ALL TQ ® i RPM MC 0 BEAMS sir Mpg MAIN HANGER NOT To Malt �i RAGA s%6 = 1-7 SALT ! WA 41-1-PURILIN aux Iii. TimM Mm - P89 WIC 0 PURLIN UNE 1102 70 UMW TEK 50 steer �.941L1 D zoo Kali 1129RA9162 --M17M PIPS G HANGER DETAIL 7C9/2 ATTACH TM 1/2 a / 1/2" MOLT. NW t 9.91 TOLCO Ham'.. 909 SWOP VICE ATTACi9E7R a "EMI 3" `t 1' M K SRt40 P b 9 L CAIy T0..00 illi. M PPE CLAP 2 WAY BRACE 9M04114 WITH 1/2 • 1 1/r Mllu;, l.m a 19A67E15 ,OLEO SG. 908 saEL SPAY MICE ATT/C4.303 NbL4O PPQ 70.00 FIG. M PIPE CLAMP J 4 WAY BRACE MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE SIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4' 8" 8' STEEL PIPE EXCEPT THREADED UGHTWALL N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED UGHTWALLN/A STEEL PIPE 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR 1' AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1 /2" AND 2" PIPE AND HANGER TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY FIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE 'RELIABLE' MODEL `G' UPRIGHT GENERAL LEGEND 0 RISER LOCATION PIPE HANGER RIGID GROOVED COUPLING REDUCING GROOVED COUPLING FLEXIBLE GROOVED COUPLING CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT EARTHQUAKE BRACING BOD CENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERLINE FPE TO BOTTOM OF BEAM BOJ CENTERLINE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOW FACE Of WALL FOC FACE OF CONCRETE AFF ABOVE FINISHED FLOOR R.C. REDUCING COUPLING E/C END TO CENTER C/C CENTER TO CENTER CIE CENTER TO €' D G/G GROOVE/GROOVE T/G THREAD/GROOVE (ALSO GTE) GENERAL NOTES 'RELIABLE' MODEL F1 -FR RECESSED PENDENT WHITE SPRINKLER WHITE ESCUTCHEON `RELIABLE' MODEL `G' XLO-ECOH UPRIGHT DRAWING INDEX FP- I - SITE PLAN, DETAILS 4- NOTES FP -2 - HANGER ONE PIPING PLAN FP -3 - HANGER TWO PIPING PLAN FP -4 - PARTIAL HANGER THREE PIPING FP -5 - PARTIAL HANGER THREE PIPING I` FP -G - PARTIAL HANGER FOUR PIPING P FP -7 - PARTIAL HANGER FOUR PIPING P 1. COSCO MKE PROTECTION TO START WORK AT A 4" FLANGE LOCATED VERT. AT 6" A.F.F. DATUM ELEV. j-"-'"] 2. UNDERGROUND PIPE TO BE INSTALLED, RESTRAINED, TESTED AND FLUSHED BY OTHERS IN ACCORDANCE WITH NEPA #24 / CITY OF SEATTLE WATER DEPARTMENT. - - 3. UNDERGROUND PIPE SHOWN FOR HYDRAULIC CALCULATIONS ONLY. REFER TO CIVIL DRAWINGS FOR INSTALLATION BY OTHERS. 4. TAMPER SWITCHES FOR BACKFLOW PREVENTOR NOT PROVIDED AND NOT INSTALLED BY COSCO FIRE PROTECTION, ELECTRICAL WIRING AND ALARM SUPERVISION BY OTHERS. 5. COSCO FIRE PROTECTION WILL NOT CONNECT THE OVERHEAD SYSTEM TO THE UNDERGROUND PIPE UNTIL PROVIDED WITH A COPY OF A SIGNED CONTRACTOR'S MATERIAL * TEST CERTIFICATE FOR THE HYDROSTATIC TESTING AND FLUSHING OF THE UNDERGROUND PIPE. i;�i,,,,- 6. INSTALLATION OF SPRINKLER SYSTEM TO CONFORM TO / NFPA #13 / THE CITY OF �rEA1TC1` / W.S.R.B. - 7. ALL WELDING OF SPRINKLER SYSTEMS TO BE PERFORMED IN SHOP IN ACCORDANCE WITH N.F.P.A. # 13 AND AWS D.10.9. 8. ALL MATERIAL TO BE NEW AND U.L. $ FM APPROVED FOR FARE SPRINKLER SERVICE. 9. PAINTING OF PIPE AND PROTECTION OF HEADS FROM PAINT ARE BY OTHERS. 10. SPARE HEAD CABINET WITH SPARE SPRINKLERS AND HEAD WRENCHES AS REQUIRED BY N.F.P.A. # 13 TO BE LOCATED AT SYSTEM RISER. I 1 . ALL FLOW AND SUPERVISORY TAMPER SWITCHES CONNECTED TO THE SPRINKLER SYSTEMS ARE PROVIDED AND INSTALLED BY COSCO FIRE PROTECTION, ELECTRICAL WIRING AND ALARM SUPERVISION AND PANELS BY OTHERS. 12. DEDICATED SERVICE AND ELECTRICAL CONNECTION TO AIR COMPRESSOR BY OTHERS. 13. DRY SYSTEMS TO BE SLOPED PER N.F.P.A. 13 MAINS AT 1/4" / 10'-O" , LINES AT 1/2" / 10'-O" 14. FIRE EXTINGUISHERS AND / OR CABINETS ARE PROVIDED BY OTHERS AND INSTALLED BY OTHERS. 15. OWNER 1S RESPONSIBLE FOR MAINTAINING ADEQUATE HEAT (40 DEGREES F.) TO PREVENT FREEZING OF WET SPRINKLER SYSTEM. - - 16. HEAT TAPE AND INSULATION IF REQUIRED, NOT BY COSCO FIRE PROTECTION. - 17. HEADS AS SHOWN ARE TO BE LOCATED IN THE CENTER* QUARTER POINT OF TILES. 18. THREADED PIPE 1" TO 2" TO BE SCHEDULE 40 STEEL PIPE. - 19. THREADED PIPE 2V2" TO BE SCHEDULE 40 BLACK STEEL PIPE. 20. GROOVED PIPE I " TO 2" TO BE SCHEDULE 40 STEEL PIPE. 2 1 . GROOVED PIPE 2V2" TO 4" TO BE SCHEDUEL 10 STEEL PIKE. 22. GROOVED PIPE 6" TO 8" TO BE SCHEDUEL 10 STEEL PIPE. 23. THREADED FITTINGS TO BE CLASS 125 / BLACK/ CENTRAL DUCTILE IRON / STOCKHAM CAST IRON FITTINGS. 24. GROOVED FITTINGS AND COUPLINGS TO BE CENTRAL SPRINK. 25. ALL COUPLINGS ARE RIGID UNLESS REQUIRED TO BE FLEXIBLE COUPLINGS PER N.F.P.A. # 13. 26. ALL EARTHQUAKE BRACING IS TO BE INSTALLED PER N.F.P.A. 13. 27. THE WATER SUPPLY I5 AS FOLLOWS: STATIC 121 .00 PSI RESIDUAL 80.00 AT 6,000 GPM. TO OVERHEAD SPRINKLER SYSTEM RISER MOUNTED COMPRESSOR D.P.V. w/ TRIM GROOVED CHECK VALVE F.D.C. WALL P. I . V. N.R.S. GATE VALVE - GROOVED- CHECK VALVE U.G. BY OTHERS GF\ERIC DRY RISER NTS TO OVERHEAD SPRINKLER SYSTEM GROOVED CHECK VALVE 4 v � F.D.C. MODEL 13 RISER MANIFOLD N.R.S. GATE VALVE WALL P.I.V. GROOVED CHECK VALVE U.G. BY OTHERS CF\FHC W=T RISER N TS CP piouipar 61_-t,5-7 - /no To A_ ACCEPT HANGER LEGEND SYM SPRINKLERS MODEL TYPE TEMP QTY. REV DATE BY CO -ORD REVISIONS - LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE f1-KWIK BOLT, ROD & RING 12 -C -CLAMP, ROD & RING j3 -POWDER STUD, ROD & RING 14 -ANGLE CLIP, ROD & RING #5-CONC.INS, ROD & RING #6 -EYE SOCKET, ROD & RING #7 -COACH SCREW, ROD & RING 18 -CEILING FLANGE, ROD & RING i9- 110- 111- - CONTRACT WITH SELLEN CONSTRUCTION n 2 ADDRESS 227 WESTLAKE AVE N 3. CITY SEATTLE, WA 98109 ALARM TOT. SPRK'S THIS SHT_ 4. PHONE 208-682-7770 WATER DEPT. ARCHITECT THE AUSTIN COMPANY ADDRESS ADDRESS 18000 INTERNATIONAL BLVD. n Cf1Y car - SEATTLE, WA 98188 SUrTE 300 - PHONE PHONE 208--674-830o Wthout Comments As Noted In Red RECEi' 4911 JUL ❑ Per TheAttached Letter These plans have been reviewed by The 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 Burea . Date: /((/o. By: J� COSCfl FII`AtiD 1/8"-1'-0- ReetEivez JUN 2 5 2002 witsit itimperrurt TUKWILA FIRE DEPARTMENT, Please call: 575.4407 and give thisrt jobb '] and exact address for shut' down or restoration approval. FILE JUL -82001 PROJECT ADDRESS CITY KING COUNTY AIRPORT HANGER 9404 EAST MARGINAL WAY S. SEATTLE, WA 98108 TITLE: SITE PLAN / NOTES / DETAILS IU .1^T_ t..t Ti�1 AI PROZ- T.QN ! N C DRAWN: B.A.D. DATE06-18-2002 10910 - 117 TH PLACEN_E.-._ KIRKLAND, WASHINGTON 98033 206-827-9654 FAX: 206-827-7474 LICENSE NO. COSCOFP110 114 1 S FP -01 5'-0" 15' 16'-7 14'-0" 16'-7" 5.- 15'-5" 184' - IJ 8' Z-PERLINS 'TYR' 0 0 8' Z-PERLINS 'TYP.' 8' Z-PERLINS 'TYP, (1 00) 19.6 t` N 20.4 (102) 018.6 . d- (0 N 0 (103) 019.2 as In (104) Ki 821.4 I CI 25.7 49 (105) 24.0 0.0 Cr) (107 N • ca O ©18.6 , N N N (108) 20.8 (111) .}(6,41 110 018.8 (109) c0 N • 291 1.2 \N 0 N 27.3 (117) v N 22.0 HANGAR #1 FLOOR PLAN Scale : AS 1\ RY SYSTEM.,,. SLIDE PIPE OT ED ER \E 140 120 100 eD DA 13 p SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODELS ESCUT CONN, 0 30 UPR BRASS 155 5.60 1/2' 1/2 GB befoul ® 6 PEND WHITE 155 5.60 1/2' 1/2 GB Defaul © 29 UPR BRASS 155 5.60 1/2' 1/2 GB Defaut 0 29 UPR BRASS 155 5.60 1/2' 1/2 GB Defaul 438 34.3 40 20 REQUIRED P51:119.2 TOTAL FLON(GPY) 430 KWG COUNTY INTER MRPORT LOT 1 AREA /1 AT SOURCE CE SUPPLY O 250 CPt 140 0- 100 150 200 250 300 350 400 FLOW (GPM) 450 POVIDE 3 TAC TO ALLOW 100 WILT- AT -ANDA; X00 NUV3RS 1, 4.& 7 CO X00 OUTSIDE FACE OF STI,CTRE N FIG SAT O?EN IN 3AY 10 N 0 HYDRAULIC REMOTE AREA HANGAR ONE THIS SYSTEM DESICI-ED TO DISCHARGE 20 ovER THE HYDRAULIC MOST slaloTE 1950.00 WHEN SUPPLED WITH WATER AT THE BASE OF RISER ATA RATE OF 438.0 GPM AT 69.9 PSI MEE HOSE ALLOWANCE 100 oUTSDE HOSE ALLOWANCE 150 62.1 . gam" 10000 Set409, 9$ lA\ S esotS t° Q l : Vad aQ �vO bte'�S�-aa0 °ss tMm�p1 a✓cgtaye. 000#1'to 104e 014 di 00 a000o ek�,ce,�Q ek �+`th Que.0.0 e�e VaPAtoFzcts. led 0a20`� 01 1e HANGER LEGEND SYM SPRINKLERS MODEL TYPE TEMP QTY. 11-KW1K BOLT, ROD & RING f2 -C -CLAMP, ROD & RING 13 -POWDER STUD, ROD & RING 14 -ANGLE CLIP, ROD & RING j5-CO1C.INS, ROD & RING #6 -EYE SOCKET, ROD & RING j7-COAQ-i SCREW, ROD & RING 18 -CEILING FLANGE, ROD & RING #9 - #40- a11 - REVS . R tCO-ORD f�nATF F i REVISIONS - LOCATE BY GRID COORDINATES FIELD IISPECT1ON BY PHONE 1. CONTRACT * Th SELLEN CONSTRUCTION 2. ADDRESS 227 WESTLAKE AVE N 3. Cm SEATTLE, WA 98109 4. PHONE 206-632-7770 ALARM TOT. SPRK'S THIS SHT_ WATER DEPT. ARChI; EC? THE AUSTIN COMPANY ADDRESS crrr ADDRESS 1000 WTRiAT1ONAL BLVD. CITY SEATTLE. WA 9€ 8 BUTTE 300 PHONE PHONE 206-c7443330 06" '4 330 1/8'-1'-O' W.S.R.B. PROJECT KING COUNTY AIRPORT HANGER ADDRESS CITY 9404 EAST MARGINAL WAY S. SEATTLE, WA 98108 TITLE: H ANGER ONE PIPING PLAN CA(tLigir FIRE PROTECTION INC. DRAWN: B. A. D. I TE06-18-2002 10910 - 117 TH PLACE N.E. KIRK LAND. WASHINGTON 98033 206-827-9534 FAX: 206-827-7474 LICE `,E P.O. COSCOFP11ONM 1 2 FP -02 1 9 73.6 SYM CNT NAME METAL TEMP K rD3T CR IF 322'-0 3/4" i ESCUT EMI* 4 4 PEND VNITE 175 560 1/2' 17'-0 3/8" 22'-0" 16t-0" 22.-0 16.-0" 22.-0 16'-0" 22'-0" 16 -0 22'-0" 16 -0" 22 -0" 16 -0" 22'-0" 16'-0" 22'-0" •'-8 3/8 . 10`-4" Defout 0 32 TPR BRASS 155 5.50 1/2' 1/2 VIKING - . (40D _ Defout tEf C1-61-) . --- 155 11.40 3/4' 0.64 ELO-169 De.fout X 16 - BRASS 155 11.40 3/4' 0.64 - - 8' Z-PERLINS TYP. -1 0 - - _ 8' Z-PERLINS TYP. 0 0 8' Z-PERLINS TYP. itI _, - C'• CD sit ..(N, BAY 8 BAY 7 •,a.,7.i BAY 5 s I AY 3 It! 256 1 106.0 1 BAY 1 1 800 1 _ W0 . . _ = _ 1ct W1.M%06U.l.0 . . .1 a7 ..4‘. ... : - s ..!i_l 1 i 1EM1I1E1l11P )/I MEI.4.713 11N=IEi_ 4 14 (1 Ili1-lI EM .i.. ". k!d,0 mrpt0t .1. IIaEiE._w,..o E-cD =iaimgimtnm.i. % 1/,irMt,4 17-3 . :•I v41111, 17-3 1,Nc.r II1-‘1,7.' ..,N. ;•:% 1 Ml=.1r IcM-oir 17 1 417-3M ,..,••,/., ••,, O/•.: 1ll.4r . w:_i1fa.11 l a1.1r%se• wIa1 IM, It11 a 1.•1111, 1. IMPAA11N1 s1ao-,1r ta1 gmmr=•-in=u110I1tilmffitr:A v i1 6Blu-l.= =4MI Il.Mti,l•. .M...Wb.1-.I.11A.•.1 1 " t aNFwcroisim`.a _, oli/P ns.;cj 1mMIsnIimI-LI6a iSmorm immM1-m1oiuIra 10 Nii i 1a11l11NJ.; 8,• 11M(_ ,10 I.., 11I1 .0-6 111111I,1M - 10 6 ii -o _- 1 6 K_1O1AFNW 11-0 imEIml_e 7-0 1E111I1u-.-.,-.s _ MV..- E mt ilwarlmNENii ..r,.6 IMI1Nr.h-.1 1 _lw , _ 11.1R11y 1 1 IEN• III _ EUMt7itJ_",1C: W1S..A" 1a1II 111=1. 111 mai IFOUWatini EraiIIIIIIIM ti. nI‘,' (:( E °/ . E) E, -. .. cl -.).z' c( .) cf 11 III ‘: (3 c( - oci = ., : 106.0 106.0 1 1 mio C gi al rirmimikiar roe a 111....1M11 prackaipm AttiltiSiRENNSIRPEmot 'I ' '1 - +1' `? l' T , 1 111 0.4 I' BAY 4 13 00 , ._-- .0 BAY 2 co I - -N- - - - .4) I 1 „_. 1 +15-01 1 400 200 Ir4 - .1.. (Min BAY 6 r• 1:4 0.4 i canum. I all , it 8' Z-PERLINS TYP. d 4 _ -. 6u0 0 ' 8' Z-PERLINS TYP. ir• - .• 00 e 8' Z-PERLINS TYP, , - 106.0 1 106.0;.-- 1 MEM I ; DRY RISER F.D.C. LOCATION - FIELD VERIFY • _ C701-) :. 4 . _ (501) 301 . --_ -- ., I _ 1 1 -:- (101) - . 73.6 SYM CNT NAME METAL TEMP K rD3T CR IF MFG. mr.skut ESCUT EMI* 4 4 PEND VNITE 175 560 1/2' L/2 1 GB Defout 0 50 APR BRASS 155 5.50 1/2. 1/2 VIKING ' M Defout 0 32 TPR BRASS 155 5.50 1/2' 1/2 VIKING - pt Defout tEf 19 *29 RASS 155 11.40 3/4' 0.64 ELO-169 De.fout X 16 OPR BRASS 155 11.40 3/4' 0.64 - g113 -16G Defout DRY SYSTEM --- HANGAR #2 FLOOR PLAN ScOle : AS NOTED -- SLOPE PIPE PER NFPA 13 601 32_1 HYDRAUJC FE3AOTE AREA - HANGER TWO THSursraiDEWED To DEPCHAFCE .20 OValTFErJ.Lcu�rFe.1orE 1950.00 Wet SPRED VIETH WATEFI AT THE BAM CF REER AT A RATE OF 601.00 CPU - AT 83.10 PS ICE HOSE AupwAtice 100 curscE How ALLOWANCE 150 - HANGER [FGF fl -KWIK SOLT, ROO & RkttiG #2 -C -CLAMP; ROO & RG #3 -POWDER STUD. ROD & f4-ANG.1 CUP. ROD k R:N-G f5-CONCINS, ROO & iG 16 -EYE SOO<ET. P00 & RLNG 17 -COACH SCREW. P -CC & #8-CEIUNG FLANGE. FCO k 19- - II 0- ,11- SYM SPRINKLERS MODEL TYPE TEMP QTY. ALARM TOT. SPRK'S THIS SHT. BY ICO--C4- REVISIONS - LOCATE BY GRID COORDINATES FIELD INSPECTION BY 1. PHONE C.ONTRACT WITH SELLEN CONSTRUCTION 2. ADDRESS 227 WESTLAKE AVE N 3. art' SEATTLE. WA 01813G1 4. WATER DEFT_ PHONE 206-682-7770 ARCHITECT THE AUSTIN COMPANY ADDRESS ADDREss 18000 INTERNATIONAL BLVD. SUTE 300 cY PHONE crrr SEATTLE, WA 9823 PHONE 2015-674-8303 2Z8 .4 0 CO c4 41.7 491 1.0 40 047 3/3T -T--0° 1027.8 r7 0 024.4 (ft, to o 7 350 40.2c4 209 so °20.8 - 0.4 0.2 ,0 In • _0 ©28_5 N"... - - - t.,4 t4 • PT) HI 1E022E0 Pallit 10.34. ILOW032c101 IOUS COLPITI OM NW:2U 3-4 MCA AT TWICE - 23 0 WA 02C - I20 3210 320 0-) " - • - IT) - 333 210 221 FLOW (GPM) 0 - - sot" - *OW viiikto 7. 41 ft, Atkr-• ' .0e - _Ay,tto,c,..0‘ :'-‘1% C 00A\‘,07:Va‘V4t4 Ate take* .st Vtkr \ ....kt si4.6°;s:c0 %pet ° ,300 ilt 4 0 u040 45 4i - Cat tee . - OS 4Cia it: `•°‘ t.c. C4'.;.% 0.b%'*61:1' ° i:::6:6- ,it,se- 5,,DeAt 9' . st6 to 't or Its- 025.5 0 25.3 SOO 073 W.S.R.B. PROJECT KING COUNTY AIRPORT HANGER ADDRESS 9404 EAST MARGNAL WAY S. CITY SEATTLE, WA 98108 TITLE: HANGER TWO PIPING PLAN FIRE PROTECTION INC. DRAWN: BAD. IDA -1E06-18-2002 10910 - 117 TH PLACE N.E. KIRKLAND. WASHINGTON 98033 236-827-9654 FAX: 206-827-7474 LICENSE NO. COSCOFP 1 1 °NM DRAWING NO. SHEET Na FP -03 360'- 30' 1, 30' „ 30' 71 1, LAV OF - 31� BAY l� • OUTSIDE FACE OF STI CTURE 8' Z-PERLIINS TYP OFFL A4-6 +22`1.5 - 15 8 +22'►.5 - 3 5 e 8 +2227 ;+22'1.5 X22'1.5 256.0 22'1.5 256.0 - Z-PERLIINS TYP. 8' Z-PERLIINS TYP. 0400) 300 1 433 56.5 140 120 100 RIMMED Mt 105.7 - WTM. 15.0141(0P 433 KONG 10UIf1T INT. HANKERS 1-4 AREA !1 AT SOURCE 200) Clod) 40 40 20 zRc 54'Pr-41 O 100 150 200 - 250 300 350 400 - FLOW (GPM) - 450 500 73..YM CNT NAME METAL TEMP K NPT ORIF MFG M❑DEL# ESCUT CONN. b 48 UPR BRASS 155 11.40 3/4' 064 ELO-16G Defnut ID 48 UPR BRASS 155 11.40 3/4' 0.64 ELO-16G Def CAA 6 12 PEND WHITE 175 5.60 1/2' 1/2 GB - Defau( HANGAR #3 FLOOR PLAN Scale AS OTE 1 HYDRAULIC REMOTE AREA HANGER THREE - TIM SYSTEM DES ? TO DISCHAFM .20 OVER THE HYDRAULIC DOST F}TE 1500 WHEN SUPPLED WITH WATER AT T} -E BASE OF FIJI ATA RATE OF 433.0 CAA AT 105,7 PSI MEE HOSE ALLOWANCE 100 =ME HOSE ALLOWANCE 150 HANGER LEGEND SYM - SPRINKLERS - MODEL TYPE TEM QTY EV DAT BY `f'0 -ORO REVISIONS - LOCATE BY GR D COORDINATES FOLD 1r1SPECT)DW BY P g1-KWK BOLT. R0D & RING 12-7C- CLAMP. ROD & RING f3 -POWDER STJD. R00 & RING 14 -ANGLE CLIP. ROD & RING 15-GONCJNS, ROD & RING _ 16 -EYE SOCKET, R00 & RING #7 -COACH 5: 1=Yr'. ROO & RING #3 -CEILING FLANGE. POD & RING 13- #10- .1- 1. CONTRACT VT4. SELLEN CONSTRUCTION 2 ADDS 227 V4'ESTL.AKE AVE N 3. crrr SEATTLE, A981%) 206-682-7770 NATER DEPT.- Ai ;ii—r--T THE AUSTIN COMPANY ALoREss ISCX10 PITTERNATK)NAL BLVD. ALARM TOT. SPRK'S THIS SWT. SEATTLE. WA 98' 38 SUITE 300 206-674-8300 107 25.1 A N') pr) 0 28.3 t 4 38.3 ©. 26.1 •-••Lc)O an rri 0- 23.1 215 Q6 (103) 024.6 LO Kms ©27.8 " O• r7 37.7 N../ co. LO 0 25.7 U Rats$ 0 Su1Nay��$O as -� �� StP�s �1ate a (a<es fi 1 Where( e�°�� y ton AO ins" 20 stetlo0 a ::Ite a .. �t►�� to aid a� n AO 10 the les. \1a t h� ��Cpm ccodiose yw(esp atop % tea _ -- daclooa as WIMP to loo ttY K 6 �e�e� exel e to P1oP ) - - �A A A0toss stO cost �] / LiO to U`t - O - 223 W.S.R.B. - CITY - - - -SEATTLE, WA 93108 - PARTIAL — HANGER THREE PIPING PLAN DRAWN. 1%8'-r-0- - FIRE PROTECTION u . B. A. D. DATE0$-1$-2002 10910 - 117 TH PLACE N.E. IORKLANO, WASHINGTON 98033 - 206-827-9654 FAX: 206-827-7474 - LICENSE NO_ COSCOFP110NM DRAWING NO. 4 - - SHEET NO. - FP -04 f 30' 30' 7' 30' 11 F.D.C. & WET - RISER Of BAY r LAV OF BAY LAV 8' Z-PERL_IINS TYP, LAV LAV 20'-1 - 201.5 143'r +!2'1.5 +21 1.5 +211.5 ("I +22.1.5 -3-6 11 6 +1-11.5 a - - 23'-8' BAY 5 C600) • 94.8 HANGAR#3 FLOOR PLA Scala AS NOTED 433 = 56.5 - HANGER LEGEND SYM - SPRINKLERS MODEL TYPE TEMP QTY. #1-KWIK BOLT, ROD & RING j2 -C -CLAMP, ROD & RING j3 -POWDER STUD, ROD & R:NG #4 -ANGLE CUP, RCO & RING #5-CONC.INS. ROD & PING - 16 -EYE SOCKET ROO Ec_ RING $7 -COACH SCREW, ROO do RING #8-CEIUNG FUANGE ROO & RING i9 110- 111- - ,REV DATE n BY tCO—ORD REVISIONS — LOCATE BY GRID COORDINATES FEDWSP£cfON 6r PHONE CONTRACT WNH - SELL N CO Viz 1 RUC N 2 ADDRESS 227 WESTLAKE AVE N - 3. cm - - SEATTLE, WA 98109 4 PHONE 206-682-7770 - -_ WATER DEFT- - ARagrEcr - THS AUSTIN CO IPANY = NC. E} ADDRESS 18000 INT+iAT1ONAL E3Etym. ALARM - -TOT_ SFR/CIS THIS SHT. WATTLE, ATTLE, WA 98188 SLATE 300 - PRot 206-674-8300 AKA- too tik der opit OSS �G�fG� F. �� \psi° tre'i s,�eo�ot 46c &V, S \,0 e � N.% r csc.A mea s�N30 ra\ - eQ ke, oo Qo \o ��tied ��5 %OP 4a` „OSS e.t,, - --_/ �o'� �iccsed Q�oQeti� - �a� 4� eist- en`s 0\ Vit aha -o ras t ff .S.R.B. PROJECT KING COUNTY AIRPORT - HA ADDRESS - 9404 EAST MA`3AL WAY S CITY - - - - -- SEATTLE WA WAD/3 - TITLE:: - PE S ' 5 ARE PROTECTSty [i HANGER THREE PFiNG PLAN a A D. = 1 a=LO6 13 2 2 IC910 - 117 TCS PLS 205-827-9 f. -;5 21:5-K7-74 7 IJ C =' SE NO. CG ;OFF 11 CW 5 e 2f 9-0 AFF 441) Z=PERLIINS TYP. - 255.0 256.0 1 3-312 10--134 7-Q34 6-412 Z-PERLINS TYP. 8' Z-PERLINS TYP, REQUIRED P5k 52.0 ANAL fl.046GPI) 540 KN0 CCUI iY p1EAMA1k IL /OMR AREA fl - AT SOURCE - (400 ) 47.8 SYM CNT NAME - METAL TEMP K NPT °RAF MT --G MODEL* ESCUT CONN l 10 PEND WHITE 155 5 60 1/2` 1/2 GB - - Befoul 0 40 UPR BRASS 155 1L40 3/4` 0.64 - ELa-16G Def nut ® 40 UPR BRASS 155 1140 3/4' 064 - ELO-16G - Defnul dam'" 0 150 225 300 - 375 460 525 - 600 6'5 - - FLOW (GPM) HANGAR #4 FLOOR PLAN Scale AS NOTEC 540 11.4 HYDRAULIC REMOTE AREA HANGER FOUR 1113 SYSTEM DEWED TO DISCHARGE 20 - ONER THE HYDRAULIC MOST RaiOTE 1500 - VIFEN SITPLE) WITH WATER AT TIE BAM OF FSR ATA RATE OF 540.0 GRA AT- 62.0 PSI ItODE HOSE ALLOWANCE- 100 0uTSCE HOSE ALLOWANCE 150 MANDOOR CONFIGURATION PER BUILDING OFFICIAL APPROVAL -YPICAL 0227 254 0-4°r'b tkS *).t14 On Sal ���.® PS� :04°ti�ober�251����`'�*�*�Gl,((�.�,�eyc��5� fy ftl-k11-1:96:::711:64 `'�L*'StQt es4e\at ce ca�sconfao�av��t� `e`u*51 ���ro Q� �`�g44 pa` cis c...AO) ..A o�� h esetcs c� det vim\ Ate3 ecce o:\01/ A/ O CCC cli has oe afar s \\ el. /� 2150 HANGER LEGEND SYM SPRINKLERS [ M3DEL TYPE TEMP QTY. REV DATE BY CO -ORD - REVISIONS - LOCATE BY GRID COORDINATES FEL, INSPECTrAt €4r PHONE CONTRACT *TM -- 11-KWIK BOLT, ROD & RING 12 -C -CLAMP. ROD do RING #3 -POWDER STUD. ROO do RING 14 -ANGLE CUP, ROD & RING 5-CONC.iNS ROD RING #6 -EYE SOCKET, ROO k R:N G - - SCREW, ROD dR,NG 13 -CEILING FLANGE, G ' #11- - - , 1' - SELLEN COIF 3TRUCTION 2_ ADDRESS 227 WE TLAKE AVE N - AA = 4_ - _ . Jnr SEATTLE, WA 139 P 206-682-7770 - - - - - - A WA.'� DEPT. AtccTt T1-1E AUSTIN COMPANY IN,TONAL eyva 1 - - -10- CITY - - - c1=r SEATTLE, WA 9S S SUITE 300 ALARM i TCT. SPRIGS THIS SHT_ - F 206-674-8300 - W.S.R.B. 214 0.2 35.7 - o .-- 25,9- (323.2 5.9 X23.2 PROJECT KING COUNTY -AIRPORT HANGER ADDRESS - - - 9404 EAST MARWIAL WAY S. - - - C ITY - SEATTLE WA 98408 118' -r -o' FRE PROTECTION ►I A. D - - :k' t©6 -'.S-2002 IS : f 117 Tr1 p N_E KTRICARCI, its '1N." :ON 54C33 = 2C. Z7 -.�.il- dvv-��.s�'4 �� LvV-tt3-��236-F.27-7474- LICENSE a NO. ccsc t t :: u 6 6 1- F 270' 9-01 AFF -- 9—©0 AFF ET _RISER INS ! TYP. - MEI laD 12-3't 1-1 (iao) RECARE0 PSk62.0 - -- TOTAL ELCN(cP44 540 I041c calmly W7ERNA7I04AL AIRPOR AREA r AT SOURCE 140 (200) 47.8 120 41 IMF SYM ENT NAME METAL TEMP K NPT - GRIP MFG, MGDEL# ESCUT CaNN. - Q 10 PEND HITE - 155 5.60 1/2` 1/2 GB - - - Defnut 0 40 - UPR ASS 155 11,40 3/4' 0.64 - ELiI-16G - DefCLIA QO 40 UPR -- BRASS - 155 1L40 3/4' 0.64 - - ELD-16G - - - - - Defaut - 100 SvPM.Y G • 0 20 150 223 300 375 450323 609 FLOW (GPM) 673 - 750 ANGA FLOOR PLA K Flt TEM SYSTBAE�D OVER 11-E I-ftD - VIFEN aE lATARATE OF i OE HOSE OW E FOSE - peAf\�001‘‘‘.601c4�as et_a+Qa�n�$y +� h 'nsRec t13(‘�v0��t1s�See�cQa�,5So,i�b'el\oe�\�oh��-ae��- :1:0_\ e. tti° 10° WiCA �' " $cV.�C� e at.t tae o\ p teQjooffie0at- o,d+yso�noa\'\m a. i n haSb ` © \pS \ \i �' _ - gSa = Bele S NOTED 540 11,4 HANGER LEGEND 11-KWK BOLT, Rv'+7 & RING 12 -C -CLAMP. R^.,D & RING 13 -PC UER STUD, RCD & RING #4 -ANGLE CL}P, RCD & RING 5 -CCS: yti3. RCD & RING = - 16-EYEScCKET, R00 & R:NG /7 -CoA --O+ scREw. ROD & R,NG -3-`4G FANG. RCD & R:NGf9- 110- #11- SYM ,i MODEL TYPE TEMP QTY. DATE BY 11111 ALARM TGT. SPRK'S THIS SHT. —ORD REv,SrONS — CCATE BY G ID C©ORDNATES FELD INSPECTION ETr 1, 1 3 PHONE WATER DEPT. CONTRACT WITH - SELLEN CONSTRUCTION ADDRESS 227 WESTLAKE AVE N crTr - SEATTLE, WA 98109 PHO 206-652-7770 ARE(T - ADDRESS cry W.S.R.B. PROJECT - KING COUNTY AIRPORT HANGER ADDRESS - 94034 EAST MARGNAL WAY S. CITY SEATTLE, WA TrrLE: _ _ PARTIAL - HANGER FOUR PIPING PLAN THE AUSTIN COMPANY ADDREn 18000 NT 4AT)ONAL C."Y - SEATTLE. WA 981 3 SUITE 300 P - _205-674-8300= B. A D. 118' -t --O' FIRE FROTEC 3_ l-{ i 1C,g10 - 117 TH RICE N.E. 2C -6-E27-9654 EFt 2-L43-827-7474] L'CE + . Cw~CGF'?11 I FP -07 (802D F EOL-vvw- F EOL Voltage 1100 BAY 8 23.00VDC 800 Vo-Itage 23,10 V C :SOL SUPPORT 90 P B 30 >rr EOL EOL Voltage 23.31 VDC eoi F EOL Voltage 23.23VDC EOL-MML F Q 60 30 A 112A8 01 110 -2A,2B 2A,2B-- BA" 1 10 A,B H c —2B 2A,2B—n FA,B OJ BAY 5 0 2A,2B— BAY 2 20 2) CD �2B CD EOL Voltage 23.46VDC 500 0 '---2A,2B 110 SUPPOR 90 2A,2B-11 0 A,B 11 2A, B 0 EOL Voltage EOL 23.46VDC 01 01 01 A,B 2A,2; .. B A,Y 3 foo 2B A 2B BAY 6 HANGER #1 BAY 5 401 EOL -WW - EOL Voltage 23.03 VDC F L 110 A,B c-2A,2B 110 F F r--A,B b DF 30 30 SYMBOL LEGEND SYMBOL PART NO. DESCRIPTION MOUNTING ,G o, o,__.1 n �0 k 1 EST2 FIRE ALARM CONTROL PANEL SURFACE WALL MOUNT FACP 0 BPS6 BOOSTER POWER SUPPLY SURFACE WALL MOUNT BPS6 SIGA-278 MANUAL PULL STATION S.G, 2 1/2" DP. 48" AFF F OSIGH–PS S SIGA–SB PHOTOELECTRIC DETECTOR BASE FOR ABOVE 4" OCT. 1-1/2" DP. CEIUNG MOUNT O SIGA–HFS SIGA–SB HEAT DETECTOR BASE FOR ABOVE 4" IlOCT. 1-1/2" DP. CEIUNG MOUNT SIGA–CT1 SINGLE INPUT MONITOR MODULE S.Ci 2-1/2" DP. WALL OR CEIUNG M A Q SIGA–CT2 DUAL INPUT MONITOR MODULE S.G 2-1/2" DP. WALL OR CEIUNG OF N/A FLOW CONNECTION ONLY TQ N/A TAMPER CONNECTION ONLY G1R–HO HORN S.G 2 1/2" DP * H Dixx G1R–HOVxx HORN / STROBE S.G 2 1/2" DP * G1R–Vxx STROBE S.G. 2 1/2" DP. * DiWP 757-7A–T EXTERIOR HORN/STROBE 751A–WB WIRE LEGEND A = DATA LOOP TWISTED PAIR #16 GAUGE WIRE B – INDICATING CIRCUIT PAIR #12 GAUGE WIRE C = POWER / CONTROL CIRCUIT PAIR #14 GAUGE WIRE D = INITIATION ZONE CIRCUIT PAIR #16 GAUGE WIRE * SHALL BE LOCATED NOT LESS THAN 80 INCHES ABOVE FLOOR LEVEL, OR 6 INCHES BELOW THE CEIUNG, WHICHEVER IS LOWER. F 2A,2B 110 EOL Voltage A,B 23.16VDC 6 ® GF 30 — 0-2B 2A,2B-- 11 2A,2B A,2B BAY 4 IM ;OW aft 0 wv (FRE ZBWP ir61D RISER 2A 2B 60 70 A,2B ~�H G F 30 BAY 3 300 (201) F F 1100 a-2A,2B BAY 4 400 HANGER #2 �' n =_Llu i ��c ai a�L� I a Ra '! rg Canzi5ia Rath g 1[35pactz Part #. a--2A,2B 110 CD 30 BAY 1 A,2B _ 100 BPS6 2A,2B,2C 200 (301) GH\LRAL \O 110 F F Col-) 2. All conduit sizing and routing by Electrical contractor per NEC or AHJ. 3. Verify all locations of devices with electrical/architectural plans. Scale and place all devices per electrical pians/architectural plans. 4. Prior to installing any wire, review of system requirements shall be confirmed with Electronic Systems field technician. Wire routing is 5 Confirmation of fielc device mounting, termination and quantities will be completed prior to any installation of device's. 6. Smoke Detectors shall not be located within 4'—O" of air diffusers. 7. Smoke detectors will not be installed until final construction cleanup is completed. 8. A set of installation as—built drawings show ng actual conduit and conductor routes shall be kept by project foreman for use by Electronic Systems field technician. 9. All circuits will be properly tagged and rang out for opens, grounds, shorts, and proper end of line resistance. Each circuit's meter reading must be documentec and presented to Electronic Systems field technician upon his 1 initial arrival on site for checkout anc other field services. TO HANUCFt #3 7 ex,WAt,i7 T6.V? Cc' u 1 .-1 0 t/fitCLL&D ( p°7 `-4, Mt 7k, 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 toiialiy 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 tor subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7777/ 2_ By: TUKWILA FIRE DEPARTMEIV7. Please call: 575-4407 and give this job c No.1 and exact address for shut• down or restoration approval. -5) JUN 262002 Q --t. 21 W56-01 :2 f'a !! 0 417,4 ;RECEIVED ,_i U N 1 8 2002 *Men Ccr Y H 412 .00/� _„), 4'g ,G o, o,__.1 n �0 k 1 Of: 2 0. o M 0 z f' © oc C� A H 412 .00/� _„), 4'g Sh55t: 1 Of: 2 WP 11 4 =0© 2D OFFICE 2A,2B 60 co-A,B 60 A,3B >- LAV LAV 600 30 30 51 5 OFFICE 50 A,36� 3AY 5 500 A,2B- D 60 EOL Voltage 23.12 VDC 30 FC 2A - F Jl� F LAV 41 LAV 31 OFFICE F 157Y O 40 4 60 30 A,B 3AY 4 8 400 0-2B 30 30 -D F 30 F 30 F 15 30 OFFICE 30 30 3AY 3 0 300 A,B FG 60 EOL Voltage 22.95 VDC 30 2A-0 60 OFFICE 20 A,B LAV 2LI 1 AV 11 F 15 Q. 30 3AY 2 30 200 DE- 30 30 OFFICE 10 A,B A,B 30 (-600D Standby Battery Calculations Project: KCIAHangara Standby Power Required Quiescent (Ts) Alarm (Ta) 500 _AV (300D HAt GER #3 200 36 Hours 7.6 Minutes Edwards EST2 Series Control Panel Date: 08/12/02 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent Alarm 1 2 -MCD Common Control 0.1500A 0.2750A 0.1500A 0.2750A 1 DL2 Dialer 0.0080A 0.0100A 0.0200A 0.0100A 1 2 -LCX Loop Expander 0.0200A 0.1300A 0.0200A 0.1300A 4 SIGA-PS Photo Detector 0.0003A 0.0003A 0.0013A 0.0013A 102 SIGA-HRS Heat Detector 0.00005A 0.00005A 0.00459A 0.00459A 42 SIGA-278 Manual Pull Station 0.0015A 0.0024A 0.0630A 0.1008A 4 SIGA-CT1 Input Module 0.0003A 0.0004A 0.0010A 0.0016A 4 SIGA-CT2 Input Module 0.0004A 0.0007A 0.0016A 0.0027A 8 SIGA-CC1 Riser Module 0.0002A 0.0001A 0.0018A 0.0008A 4 SIGA-CR Control Module 0.00003A 0.00003A 0.0001A 0.0001A External Load 7 Horn 0.0000A 0.0100A 0.0000A 0.00 7 Hom/Strobe 110 Cd 0.0000A 0.2040A 0.0000A 1.4280A 1 Strobe 15 Cd 0.0000A 0.0580A 0.0000A "0.0580A 1 Exterior Hom/Strobe 0.0000A 0.1450A 0.0000A 0.1450A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (5A Max) Amp Hour rating of system Battery Size to be used C - [Ts * Is + Ta(Ia+Is)] * K Where ... C = Battery Capacity Ts - Time duration in standby (Hours) To - Time duration in alarm (Hours) Is= 0.263A la= 2.165A K = 1.2 (reserve factor) Is = standby current la = Alarm Current 11.7 AH 12.0 AH Standby Battery Calculations Project: SCI! HANGER #2 Standby Power Required Quiescent (Ts) Alarm (Ta) 36 Hours 7.5 Minutes HANGER 4 BPS -6 Remote Power Supply .1 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent Alarm 1 BPS -6 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A External Load 9 Horn/Strobe 30 Cd 0.0000A 0.1230A 0.0000A 1.1070A 8 Horn/Strobe 110 Cd 0.0000A 0.2070A 0.0000A 1.6560A 1 Strobe 15 Cd 0.0000A 0.0580A 0.0000A 0.0580A 1 Exterior Hom/Strobe 0.0000A 0.1450A 0.0000A 0.1450A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) Amp Hour rating of system Battery Size to be used C = [Ts * Is + Ta(Ia+Is)] * K Where ... C = Battery Capacity Te - Time duration in standby (Hours) To - lime duration in alarm (Hours) Is = la = Is= 0.075A la= 3.066A 1.5 (reserve factor) standby current Alarm Current Standby Battery Calculations Project ICU HANGER #3 Standby Power Required Quiescent (Ts) Alarm (Ta) 36 Hours 7.5 Minutes BPS -6 Remote Power Supply .2 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent Alarm 1 BPS -6 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A External Load 6 Horn/Strobe 15 Cd 0.0000A 0.0860A 0.0000A 0.5160A 6 Hom/Strobe 30 Cd 0.0000A 0.1230A 0.0000A 0.7380A 6 Horn/Strobe 80 Cd 0.0000A 0.1720A 0.0000A 1.0320A 0 Horn/Strobe 75 Cd 0.0000A 0.1840A 0.0000A 0.0000A 6 Strobe 15 Cd 0.0000A 0.0580A 0.0000A 0.3480A 12 Strobe 30 Cd 0.0000A 0.1000A 0.0000A 1.2000A 1 Exterior Horn/Strobe 0.0000A 0.1450A 0.0000A 0.1450A C= 4.8 AH Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) 6.5 AH Amp Hour rating of system Battery Size to be used C - [Ts * Is + Ta(Ia+Is)] * K Where ... C = Battery Capacity Ts - Time duration in standby (Hours) Ta - Time duration in alarm (Hours) Is= 0.075A la= 4.079A K = 1.5 (reserve factor) Is - standby current la = Alarm Current C= 4.8 AH BAY 18 100 D 60 EOL Voltage 22.65VDC -J EOL Voltage 21.83VDC ooh EOL Voltage 22.71 VDC EOL Voltage 22.17 VDC Standby Battery Calculations Project: KCL! HANGER #4 Standby Power Required Quiescent (Ts) Alarm (Ta) 36 Hours 7.5 Minutes 30 BPS -6 Remote Power Supply 2 Qty Module Type Current (Amps) Quiescent Alarm Total load Quiescent Alarm 1 BPS -6 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A External Load 5 HomStrobe 15 Cd 0.0000A 0.0860A 0.0000A 0.4300A 5 Hom/Strobe 30 Cd 0.0000A 0.1230A 0.0000A 0.6150A 5 Hom/Strobe 60 Cd 0.0000A 0.1720A 0.0000A 0.8600A 5 Strobe 15 Cd 0.0000A 0.0580A 0.0000A 0.2900A 10 Strobe 30 Cd 0.0000A 0.1000A 0.0000A 1.0000A 1 Exterior Hom/Strobe 0.0000A 0.1450A 0.0000A 0.1450A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) Amp Hour rating of system Battery Size to be used 8.5 AH C = [Ts * Is + Ta(Ia+Is)] * K Where ... C = Battery Capacity Te - Time duration in standby (Hours) To - Time duration in alarm (Hours) Is = la = Is= 0.075A la= 3.440A 1.5 (reserve factor) standby current Alarm Current C= 2A,2B,2C--] 4.7 AH 6.5 AH TO HANGER #4 JUN 262C:2- prcig - 1 19 o '�j� 'fZ C %. r- 0 0 o r,:=4 7o C H) � 0 D - 1 19 o '�j� 'fZ C %. r- 0