Loading...
HomeMy WebLinkAboutPP - 15439 53RD AVE S - VINE CHRISTIAN MINISTRIES - PERMITS AND PLANS15439 53RD AVE S ASSOCIATED PERMITS 13-F-221 13-S-190 44iitellw44 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 coinplete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: /-;-.11/ 39 S 3rd A/G S •, /a/(4014„ %,t//' Suite Number: Floor: Tenant Nance: TA ,G Vi'n t° L h u i -C 4 New Tenant? ® - Yes ❑ - No Ta`t (so^ 1 Property Owner's Name: I r 41 ��C�f QED y -a/' 1 / Par'ioe/sk1 Mailing Address: Pp goK 84Sf i'' S f -.e;(aCO`u 1/ L1/ 4. 9 gw City State Zip Name: -rock/ %l?d Day Telephone: %` 9✓ b '2.D0 CONTACT PERSON -if there are questions about the submittal. Company Name: --Cal/14 S2{SA r tr` Sc ,Pbr Mailing Address: g14?' .SGimQC / dm / 1 gT4-97 / // City State Zip E-mail Address: SOU 1L`l5 0 (.to le d) 9 /l4ai ``Diyl Fax Number: 0 - y('O—/(N 2 Total number of new/relocated devices or sprinkler heads: V% Valuation of Project (contractor's bid price): $ G 339. / �' / Q Scope of Work (please provide detailed information): Z fl 7 jJ z2 `//I €G!/ r` ✓e � ex/stay (1/:° a lGtr47avid. 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 pertnit 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: �� Date: Print Naine: /d /417azrl% Day Telephone: 3� �Q/ " )-2( Plan Permit App.doc 1.'2/13 TFD FP Fann 8 SITE LOCATION L/1 10 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: -/--Z3-1 3 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: l- 3/ 53 Suite Number: Floor: Tenant Name: f%1�1� (1A1u, New Tenant? )7N1 - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: b�'S S&22 -- Day Telephone 3 --G77 9 1 Company Name: 1L' �za-- ! l.r=.� /7R'7t77 Mailing Address: Ab S b� jjL, 2V T� �� f D /1t � x'73 ,' /, ' ' _ City ( State Zip E-mail Address: ���i�-�%�� - Fax Number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ da Scope of Work (please provide.tdetailed information): /1,a2-1- - /- 1 - i.21 /[.% Y1 )7.r1 , elite o >.t1 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 O.R AUTHORIZED AGENT: Signature: Date: 3 Print Name: OS 5 Day Telephone: - e77— / Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: The Vine Church 15439 53rd AV S 13-S-190 August 20, 2013 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • An electrically supervised post indicating valve (PIV) is required. • The PIV height shall be 36 inches. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • The underground fire line installation requires a separate Public Works Permit. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible and located not more than 6 ft. above the floor. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. PIANS AND CALCULATIONS 13-219 HYDRAULIC CALCULATIONS for Project name- Location- ' 1 Vix.rk- C1u/44742- / 54-3 9 S 3 e b 'V S_- ,ePt-014-.41- Drawing no.: Date. ?^ /$ -/ Design Remote area number:`G Remote area location: Occupancy classification: 6 rt., Li ALCIODensity: •. ! S gpm/ft2 / J Area of application• fee, es ft2 441 /G� ,egS�Lous.a /4/ b Coverage per sprinkler: / 3.6 ft2 Type of sprinklers calculated: t A J 7" �" No. of sprinklers calculated: /1 In -rack demand: /V 6 Hose streams. 251) Total water required (including hose streams): S'az gpm @ d '� Type of system: Volume of dry or preaction system- &i4 gal Water supply information Date• Location• S^/4 -/3 Source. 2, �'.4 /Ls4— Iv Name of contractor - Address. EU 6zE J • i9,LV ,"oy.-c Phone number - Name of designer. PSiLEHNER ENGINEERIN ► • con nglne ACCEPTED ❑ ACC:P T ED AS NOTE ❑ RESUBMIT 0 REJECTED.... ❑ SEE LETSE-, a53—'77-- 14,1 / �(9tcu� Authority having jurisdiction- / LteAd/G 7A - Notes: (Include peaking information or gridded systems here ) 0 2009 National Fire Protection Association NFPA 13 FIGURE 22.3.5.I.2(a) Summary Sheet. 4-47.-77,,,j_„53...4,7.4.17/HYDRAULIC '-''� CALCULATIONS JOB NO. DRAWING NO SHEET NO / OF 3 NAME /z/Rc;3 L BYG-� r 154E1 5 /'b ,&v .� `722 i&/24 LOCATION DATE NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING AND DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT. ELEV. ` NOTES • i5 1G,:L5 5':;t-" a 13 i��:� LGTH.-2...2) -T Z. 3 AO GL. t %... PPF�377 . a it. FTG.IIIMINIGACI PT `f PT" `3.2 +.x• /3O "l)74 -C- �.:g.s • Gr.. Q ) . S 14- TOT. .J pZ • PE a 20 -7 /b LGTH. . b -T .1 FTG.�'� 'F ...It, • Q46 -Z 1 TOT. b -E a 21. 3 ) b 5 ,4 .zZ .T t4--* FTTH. /¢ g Q4.S 5 15 TOT.6.o -E a T gip.2 6 (_ 5_. [3TC F Z 2s .1 .. /7_�-�- Q _TOT. GTH. FTG. -E PT , a -F; ' 0 _LGTH. TOT. ' E.{ a /O i .G 4 _452 7 -T l3 -E S2.cg t F . 3 Z& 0 1'_5 )4- TOT. /Z.b -E a Z.A.b 1a LGTH. ,b d /OZ -T 13.1 a ..s A 2 - LaiIi-T❑T. -E 1.7 '/ z Qlo/-7 111 TOT. 7 . p LGTH. .E 'T -R/.2'> a FTG. ' F=�'� .6.11.- 0 TOT. ' E a .T 'F Q - TOT. ' E 34. a Q 1.41•5 IDi- 14- Z, b ,Az7 sear � TOT. 7- ,D -E a TT - 02'7 19-�_ PF l 4-'95 Q ■ TOT. .. -E 'T a FT . PF Q bPF _TOT. 'T • '� a - 19 Q11.,5 t TOT. 74) PE a Z6- / b LGTH. , o PT 1 . 9 PF , Q ' '- � TOT. G 21 .6' PE -T/ o .¢91 o -LG H. Ao -2 b ea Q _ TOC�T� -E o ■ PT PF Q TOT. PE a IbFTG. _ ,a -_ PF 73. Z Sib .bz7 54. Q I'-5 lkI-TOT. , PE a Zb. B lb H. . ,a PT 13.7 �i*ic F . 16 -z PF 6. b 56 Q X0.3 �/- TOT. I63,a a . PFS .3 iz= g .14? 0 z4 .2Z Q TOT. _ PE z.53 —G 17 ---4-en JOB NO, HYDRAULIC CALCULATIONS, SHEET N❑❑F 3 BY /DS X DRAWING NO NAME die Y % AJL C hlu LOCATI❑N %5-434' S3 D �112s SG. DATE a /3 NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING PIPE AND DEVICES EQUIV. LENGTH FRICTI❑N LOSS P.S,I,/FT REQUIRED P.S.I. HYD. REF PT, ELEV. N ❑ T E S a LGTH. PT —�-- 03/• �- of 44)� %G –' Cq, = 43.? z FTG. PF Q TOT. LGTH. Ja•S PE PT 3-i--2-2.' a 1�Us`l�A G I d FTG. PF Dl '3 - (S 41 Q 3 Z� TOT. 2?. s . PE O 4/.13 11, LGTH. Ib, / PT 31 _37 1 FTG. OF -4S. 3/.37 IL ail) = er - L Q J Z. Z TOT. /QQ , LGTH. )b . `8PE PT 31 _ '$2 o Z7. /y .G5 03141$ 71. 4'.15)= ,;(:. 27.9 Q 153- 7 TOT. /b -J PE a c0-4 )6LGTH. /b , / PT 2 3Z ' ? `y = , Sb -Ge \ 47 ►. t Ji- Qzo+.3 zE TOT. , / • l b Q � �E i1 401)5 0 4-g •b ID ,LGTH. /3.0.4 PT X34 --3n 3 3�C3.19� = cit=• 41.o' 234SE 42t FTG. I4.b PF : �A- 5 1226"z ..3^ � TOT. )44.e `gmeAze,ky . //o jZ.3_3 . 1 PE•►.._:G....b I'4#1 43'x'- a i LGTH. 0 6, -3. Ala- FTG.PF 4, .des G Q 2Sz -3 TOT. LGTH. G,G) PAC.y .0141 PE --r.',/..A a C - q a :SGT Jr FTG. 3.4.c /Pr GC' s A. -1 Qzs2.3 4• 1 Jit! 70T. 6g,d PEFI _a a ZSo .a LGTH. P17.7;77->'Z.L AOT. -- P � C 1 G`o�U-rdJ�G A os -oz .3 TOT. PE a LGTH. PT FTG. PF Q TOT. PE a LGTH. PT FTG. PF Q TOT. PE a LGTH, PT FTG. PF Q TOT. PE a GTH. SPT AFTG. PF Q TOT. PE a --� LGTH. PT 1 FTG. PF Q TOT. SPE • a LGTH. PT FTG. PF Q TOT. PE a LGTH.. PT FTG. PF Q ! TOT. PE a LGTH. PT - FTG. PF Q TOT. PE a LGTH. PT FTG. PF 0 TOT. PE a LGTH. PT FTG. PF Q TOT. PE a LGTH. PT FTG. PF Q TOT. PE 0 LGTH. PT ' FTG. PF Q TOT. PE YDRAULIC CALCULATION GRAPH SHEE 111 11 11 111 111 NU In VI 1112 IM UVwI In.n1 1.111 ■11.BIB .III .1 I■..■■■.■..w1 i=Iw1 IRIIIHi 1 ..■ .wt.■ n1I 1.■■■UV In .I • III III w.■.wI■■w1 ■w■■■wIII .1 ...w...w.all w1 nowI1Iwon III w■1IRIII .I 111 III mu ..a ■ an ....:■■■.wl ■■Iw ■ w■ ■ II 11.w I!.■ i■1�■�01 uuIN ui:i:iw'� .n- ..-III.. Hii1111 in ND 111~1 ::1Z:1ii i•I III111111 1111 III II:ill 111x1 I.nls III 11111'. III III III In III CHC III 111 III. 11I.III .I 1■ III .III .III 111 1II�111 111 111 III III NIIia1 IIIN111N111U IIIN1 1 1 1 111. IIIRI i 111.111 Iii■ 111.11 11: m III 11 wl I. III a111 .II1 III .ln■III u'ii1URAIN III.r 1.111■ IIINIIIRIII. III.IIINIII■ 111 111 1:1 1111 11 111 11LI 1111 111 !1 111 ■■ ■ • ■ ■ 1 1 1111 II11 CCC 1111 !! ! i'Cili III 1� in1111111 I:1 I II.III:11 i■n1 11 1 11 i1 ;1 i1' '1 IIIIE ill 11i $1 III1d"IIIil'11 11rli11:111 =111.111111.11 11 1 11 IIiiilisl :IIs:IH I wi.i.1 1111w.r == 111 IIa sI II PI IiiR1II 111aIII:III.II1m111 111 i 1I:IIIiIH° n M E� II 1:1111;=I1;$= il u.iii.uu hiI 111:H�NHNR; ;UHi .. u. 11. III MI 1.lw1.■w t■ ... w■ .. in HI■■.III ■1 iIl:1nwinn:Ir{fli.Illwlrr ■■. I l.... I1 HIM11i=.IuNIuu:1111wyI�1111wZ. u1 ■ .■. ... ■..w■■. I UNIII nim I IINIII III INNNI IINIIII ...w.1..■1 ::.r:..w111.'i Hi1li1111 U11an Ii Ni :l:H:i m'Ill6:i w■. II..I i'w.= .. si H H IUIU I. . 1111 1 i 1 lip: r/IN illIIIHIIiNio� iIIiE11 111 n1I1IiIIi!IImIiI 111 II 11.11 1�11� 11 1_111 111l.._��11 1 ill H1RIJ� I11IIIEIiIIfl'illhIIIIIIllI ., 6ac��C:gig :111IINII UI 1:111li IIi4IIPiIM1I1LIIIII IJ.11 ..11 iiiiii1i1iuiIiIIiiiIiI1iiNII.I.111111.11 pi II. I■ !.! I ■I 91...1 C11'� INIIIR111N111I 31 in 115111: III NIIINI11:111NIII I mI�I:::11 i11x;11 1::: 11.1 iil:w:■:.H M... ii Ih:WiI ii III gib II till �n.. •IhH511111�51511111'li 'I I 111 i�111�IIRIII R1H H!!!!!!i! H!HI lii!il1111 1!! 111 �11 �1°H � � � H= :;1 � i 1 i11 1 1 111 111111 N I I H' 1 i II III 11 1 iIf::1 1i:liimI � L.. 1 ; 1 11 • .IHiIIIIIiiIiIijiiIIIllIlluIiiilfl1m1 ■ lIlR x.111.1111 I.uIhNIs1: `�1�.� 111 1sIlIRIlI � _ 1 � 1 1 IN� 1 :11 11 1 : N 1�1 IH:IIII IIIR' NNI:IU:: 11 i E9 =E .I ...c 1 ■li 1 HII UIRIRNI I1 ; 1ii1 n .111: E :i=� � IIPAIIIDU,N �I:I I Ii• iII orIli 111 •1• '•iiia• i. i 151 ■II ,iiiiw�l= NIN ■ 'i„1 nwn 11■ •1A;11�1 1 1111 IiINIII IH III B ::I s� iii' ' t 111All.I1 ' 1 '.iiu., u,N 91 ..uw.i' 11. i1 111 111 ILII wlww '�■- 1 I 1 1 11.I1s 1 til': 1 1 .11 ::IH.i.rn 1UV ./ 1 ii1=111" _. : Ii I1I .i i1 11i1iiG1 Iw 11 1.11...: 111 III i I1 I' 1 1H� ILI' 1:1 l:111U1l11Uh1 1:I 1 1 C11111C:i:1::i ICC 11111//1 11 1 :I Eli DIII � 11111 gall II$I IIIAl17.h11 I Ii=.Ii 111.1 1111 ... .I it II II�I� NII it IIN II � I l,I• I,NII1 'llHIIINHIjIII :l !U' SINN �ii1:1 11 11 III:U,NINU •■• n ' ••1 HIC111 1 sl 111 C1 .1 ..iiII .. IISINNIN1::1I.=1: I.,.II..: R,.1 G I 11 I III .l . .., : pill VIII II 11■wwl.i .! 'll I �E:1 :511181315:uG. wn wm ■u■■ CII_1511s1 P111E15�1s5�g5 e■a�111=.. _. 11141..; l ��ll11s��1111III I 1:::�:......_ .. .. `O tJ 11 11 1 I 1s 11 I.11 1 =I 1 1 1I 1111 I sI II 1 11 INII ISd 3Hf1SS31d ToI-Brace Seismic Calculations Project Address: The Vine church 15439 53rd ave s Tukwila,wa 98188 Job # 2013-17 Evergreen Fire Protection 10509 64th ave e Puyallup,Wa 98373 253-677-4991 evergfp967lz Calculations based on 2010 NFPA Pamphlet #13 10 COOPER 13 -Line eTOLCO Brace Information Tolco Brace Components Maximum Spacing 12' 0" (3.66 m) Maximum Brace Length 7', 0"_(2.13 m) Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 1" Sch.40 60° Min. 0.42" (11 200. 1604 lbs (728 kg) 0.96 Fastener Information Fastener Orientation Maximum Load Diameter Length Type NEPA Type 485 lbs (220 kg) 1/21n. 3-1/tin, Through -Boit Tolco Component Fig. Number Fig.1000 Clamp Fig.909 No -Thread Swivel Adjusted Load 1745 lbs (792 kg) 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Trico components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail TOLCO FIG. 90 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 FAST CLAMP STEEL PIPE LATERAL BRACE Brace Identification on Plans worst case Braced Pipe: 2.5" Sch.10 Steel Pipe Orientation of Brace Lateral Load Information 1 Size and Type of Pipe 2.5" Sch.10 Steel Pipe (63.5 mm) 1.25" Sch.10 Steel Pipe (31.75 mm) LEHNER ENGINEERING hire F;•otec"{^n Engineers Total Length Total Calculated Load 2ft (3.7 m) 68 lbs (31 kg) l25ft (38.1 m) Lj t.'7.1777:i-ED A3 NOTED • Ls REJECTED © E'=" LET' R 302 lbs (137 kg) Date: (AUG 3 2 2013 Percentage added for Fittings and Sprinklers Total Adjusted Load of all pipe within Zone of Influence {Tol-Brace Version 7} 56 lbs (25.4 kg) 426 lbs (193 kg) Tol-Brace Seismic Calculations The Vine Church Job # 2013-17 15439 53rd ave s Brace Identification worst case Brace Type (Per NFPA#13) NFPA Type I Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 12' 0" (3.66 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slendemess Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Length of Fastener 2.5" Sch.10 Steel Pipe (63.5 mm) 1/21n. X 3-1/2in. Through -Boit 3-1/2in. Summary of Pipe within Zone of Influence CSR 8 -Line I ®TOLCO 1.25" Sch.10 Steel Pipe (31.75 mm) 126 (3.7 m) 125ft (36.1 m) G -Factor Used 0.96 Allowance for Heads and Fittings Condusions 15% Total Adjusted Load of Pipe in Zone of Influence 426 lbs (193 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 485 lbs (220 kg) Fig.1000 aamp 1745 lbs (792 kg) Fig.909 No -Thread Swivel 1745 lbs (792 kg) Structural Member wood truss Calculations prepared by Ross Bell *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Toi-Brace 7 visit us at www.tako.com ROOM FINISH SCHEDULE & AREA CALCULATION No. NAME FLR BASE WALLS CEILING A MTL MTL MTL FIN MTL HT AREA SF 101 OFFICE VCT RB GWB PNT ACT 8'-8" 180 SF 102 OFFICE VCT RB GWB PNT ACT 8'-8" 185 SF 103 ENTRY VCT RB GWB PNT ACT 8'-8" 97 SF 104 CLASS ROOM VCT RB GWB PNT ACT 8'-8" 236 SF 105 HALL AREA VCT RB GWB • PNT ACT 8'-8" 1,108 SF 106 CLASS ROOM VCT RB GWB PNT ACT 8'-8" 406 SF 107 RESTROOM VCT RB GWB PNT ACT 8'-8" 74 SF 108 RESTROOM VCT RB GWB PNT ACT 8'-8" 74 SF 109 CLASS ROOM VCT RB GWB PNT . ACT 8'-8" 167 SF 110 LAUNDRY VCT RB GWB PNT ACT 8'-8" 99 SF 111 ELECT/MECH VCT RB GWB PNT ACT 8'-8" 102 SF 112 RESTROOM VCT RB GWB PNT ACT 8'-8" 97 SF 113 RESTROOM VCT RB GWB PNT ACT 8'-8" 76 SF 114 RESTROOM VCT RB GWB PNT ACT 8'-8" 44 SF 115 STORAGE VCT RB GWB PNT ACT 8'-8" 26 SF 116 KITCHEN VCT RB GWB PNT ACT 8`-8" 193 SF 117 CLASSROOM VCT RB GWB PNT ACT 8'-8" 521 SF 118 CORRIDOR VCT RB GWB PNT ACT 8'-8" 537 SF 119 PASTORS OFFICE VCT RB GWB PNT ACT 8'-8" 221 SF 120 ADMIN. OFFICE VCT RB GWB PNT ACT 8'-8" 113 SF 121 SANCTUARY VCT RB GWB PNT ACT 8'-8" 2,891 122 ADMIN OFFICE VCT RB GWB PNT ACT 8'-8" 252 SF 123 SOUND ROOM VCT RB GWB PNT ACT 8'-8" 119 SF 124 LOBBY VCT RB GWB PNT ACT 8'-8" 1,177 SF 125 WOMEN VCT RB GWB PNT ACT 8'-8" 140 SF 126 MEN VCT RB GWB PNT ACT 8'-8" 106 SF TOTAL AREA = 8,941 SF EXISTING CEILING TO REMAIN • EL.+8'-8" B.O.CEILING 2X4 WD 2X4 WD STUDS @16" 0.0 W/ 1/2" GWB 2"tI X3/16" WASHER W1318" 4p X3" RAWL 2X4 WD EXISTING FLOOR 0.4 WALL DETAIL. NTS 2X4 WD STUDS @16" O.0 3" SOUND BATT INSUL. 5/8" TYPE 'X' G.W.B. ON BOTH SIDES EXTEND TO ROOF FRAMING PARTITION DETAIL NON -RATED 2X6 WD STUDS @16" O.C. 3" SOUND BATT INSUL. 5/8" TYPE 'X' G.W.B. ON BOTH SIDES PARTITION DETAIL 6" MTL. STUDS FIRE ALARM SYSTEM LEGEND ADDRESSABLE FIRE ALARM WIRING LEGEND SYMBOL DESCRIPTION SMOKE DETECTOR (MOUNT ON 2 1/8" DEEP 4 -SQUARE W/30 RING) A (1) TWISTED PAIR #16 WEST PENN 990 OR EQUAL SLC LOOP .l! -TO THAN 54" A.F.F TO THE TOP WHERE PARALLEL APPROACH IS PROVIDED J.--8 (1) TWISTED PAIR #14 WEST PENN 994 OR EQUAL HORN/STROBE CIRCUIT HORN/STROBE COMBINATION -TO BE MOUNTED NOT LESS THAN C. (1) 4 CONDUCTOR #18 WEST PENN 992 OR EQUAL ANNUNCIATOR CABLE !/ WHICHEVER IS LOWER.(MOUNT ON 2 1/8" DEEP 4 -SQUARE) EXISTING CEILING TO REMAIN • EL.+8'-8" B.O.CEILING 2X4 WD 2X4 WD STUDS @16" 0.0 W/ 1/2" GWB 2"tI X3/16" WASHER W1318" 4p X3" RAWL 2X4 WD EXISTING FLOOR 0.4 WALL DETAIL. NTS 2X4 WD STUDS @16" O.0 3" SOUND BATT INSUL. 5/8" TYPE 'X' G.W.B. ON BOTH SIDES EXTEND TO ROOF FRAMING PARTITION DETAIL NON -RATED 2X6 WD STUDS @16" O.C. 3" SOUND BATT INSUL. 5/8" TYPE 'X' G.W.B. ON BOTH SIDES PARTITION DETAIL 6" MTL. STUDS FIRE ALARM SYSTEM LEGEND SYMBOL DESCRIPTION 0 SMOKE DETECTOR (MOUNT ON 2 1/8" DEEP 4 -SQUARE W/30 RING) ADDRESSABLE PULL STATION BE MOUNTED NOT MORE F ( -TO THAN 54" A.F.F TO THE TOP WHERE PARALLEL APPROACH IS PROVIDED (MOUNT ON 2 1/8" DEEP 4 -SQUARE W/SINGLE GANG MUD RING HORN/STROBE COMBINATION -TO BE MOUNTED NOT LESS THAN ,D.:, 80" A.F.F. TO BOTTOM OR 6" BELOW THE CEILING FROM TOP, WHICHEVER IS LOWER.(MOUNT ON 2 1/8" DEEP 4 -SQUARE) :O; HORN/STROBE COMBINATION CEILING MOUNT -TO BE MOUNTED IN CENTER OF CEILING TILE.(MOUNT ON 2 1/8" DEEP 4 -SQUARE, W/30 MUD RING. STROBE ONLY -TO BE MOUNTED OUTSIDE ON FRONT SOUTH WALL IN WHEATHER PROOF BOX n BELL ONLY -TO BE MOUNTED OUTSIDE ON FRONT SOUTH WALL IN WHEATHER PROOF BOX IF5 J j FLOW SWITCH -(INSTALLED BY OTHERS) MOUNT A 21/8 DEEP 4- SQUARE BOX ON WALL FOR MONITOR MODULE. T'S • TAMPER SWITCH -(INSTALLED BY OTHERS) MOUNT A 2 1/8" DEEP 4 - SQUARE BOX ON WALL FOR MONITOR MODULE. AN/Vj FIRE ALARM ANNUNCIATOR Imo I FIRE ALARM CONTROL PANEL u, r. LAUNDRY < V PROPOSED FLOOR PLAN SCALE : 1/8"=1"-0" 0 T1,IKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or r Horatian approval. )Mohs '� 4,0 e o.i- 1.0. i- ee. ' Iv,y' i %t >r� h d1< cloy ,(s +ro, - r o, dui Gr FA- Lti►1.4-V 5+1.41,0- ARCH/TEC INTERNATIONAL 29605 MILITARY RD S. FEDERALWAY WAY 98003 TEL: (253)-219-5943 FAX: (253)-948.2855 DRAWING DRAWN : JK CHECKED: KN ISSUED oArt : 03/06/2013 NO. DATE DESCRIPTION REVISIONS 8Y APPROVED: CLIENT APPROVAL OAIE: • NOTICE r Y 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testin T L E P R O J E C T TITLE 's' Lt ❑Without Comments gr As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire :: t(:,ention Bureau co( conformance vvrch current City 5c ndards. Acc peu'i1Cl a °.ubji Ci co errors and ''rnIsi io is whirl do not \' oJatlnns of adopted .:a nc'ards and ordinances. Th? responslhility for the ;:c!equacy of dl siq i rests totally wltIi the designer. ,(,c_iitians, chit ir;i ; : tar i'(:visioi Is to these drawings after this date will void tills %.:c.c ptance and wIiI requlre a resubmittal of revised cirawln+QS for subsequent approval. Final acceptance I;: sub e oot to field test and Inspection by Trie Tukwila f=ire Prevention Bureau. Date: q '3 -/ 3 By: SHEET N 0 . A3 ARCH/TEC INTERNATIONAL Inc. Ir RES 9 IW oy ibmarimmpenne wipaTeimmvsmumil 1 Wil i I MI 11 1111' 11 mil Ed IL 1 III ._ i w yi , immormintops Iry ITA� FaEa� - 1 1111 ‚Ililirnilli.rvi-'M1l11111111 1 il i 1 I I REMOTE AREA .15/900 SQ, FT. RESTROOM „RESTROOM 2 -7'81'-4}¢' 6'-6i¢• SINGLE 4' D.I. PI ■ IIIL mmummus • 1 i1L14'm YAW EO 31,1111117/1 WOMEN MEW ® ■ ■-■-■ FAIMENIWAIMILMIN ■■■ mon' a mg 2'-7 ' t ►�1 tom■ ►1 __ _ ROOM i 0.1�►�-►��1I1I1IIIE ��j _moIIIIII �►M I ►R M ■I■ i SANCTUARY USTING LIGHTS8OEILING SANCTUARY RESTROOM STORAGE FIRE SPRINKLER PLAN %8" =1'-0" 1141 SO" 10'-0' 2i WATER FLOW INDICATORN 2i CHECK VALVE \ OUT TO 4X5 STORZ FDC TO SYSTEM 11 TEST AND -1DRAIN 4X21 REDUCER-& EVERGREEN FIRE TO START AT FLANGE AFF NOTE: FIRE ALARM SYSTEM AND CENTRAL STATION BY OTHERS / HEAD BOX �HYDRALIC PLACARD TO BE ATTACHED TO RISER WITH FOLLOWING INFO: NO. OH SPRINKLER HEADS FLOWING - 11 BASIS OF DESIGN .15/900 SQ. FT. SYSTEM DEMAND AT BASE OF RISER1 252.3 GPM @ 69.82 PSI COLT 300BFG DETECTOR A' BACKFLOW (1)RISER DETAIL NTS WATER SUPPLY INFO: 120 PSI STATIC 20 PSI AT 1500 GPM Wt7::hou't Comments AsNii: di!nRed Per The Attached Letters These plans have been reviewed by The Tukwila Flre Prevention Bureau fvr :o":rorrimance with current City ' (;dards. Acceptance ce is subject to errors and I:. is s which dc) uthorize violations of adopted d rds and:� c::, ,a.:c -, The responsibility for the : quacy of totally with the designer. ditior�s d -:Uvr; , i'Lviions to these drawings after c: at2 will ;cid t ... ,�cc ptance, and will require a ;esubmittai c r,.wiszci drawings for subsequent approval. Final acceptance is sutiject to field test and inspection by The Tukwila Fre Pravendon Bureau. Date: "f.)"° - (3 By: TUKWILA FIRE DEPARTMENT MENT Please call 206-575-4432 and give this Fire Permit No. 13,s -/q and exact address for shift - down orrestorationapproval. 714." C.0)411 2X12ccJ1-. -. CV¢'Li �l•L J4.'v%. .1* ' yQ---1— 'Ob ✓btrrR .riPLM ' . s • :ua Car rr^ •f• Ac -r- t bi°oepED 4/LI.0 ' F,AdM5 PEN /Err..', i , .:.Q_....��.i, ii�i'�iUt...tti': Y.a�. t��1�v..w! a;c7.:,;• 3 SECTION DETAIL NTS GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE • I SYSTEM NOTES WITH NFPA 4. EARTHQUAKE ACCORDANCE 5. OWNER TO PAMPHLET#13 BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN WITH NFPA PAMPHLET #13 PROVIDE A MINIMUM OF 40. F TO PREVENT WATER IN PIPES IN AREAS PROTECTED BY A WET PIPE SPRINKLER ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL SYSTEM CONSISTS OF A ORDINARY HAZARD CEILING AS WELL AS THE VOID ABOVE T QR HEADS IN ORDER TO ACHIEVE A RE 1" PIPE IS SCHEDULE 40 STEEL. 1 AND 21' PIPE SHALL BE SCHEDULE 10 ' PIPE JOINED WITH GROOVE COULINGS, SYSTEM IS DESIGNED PER NFPA13 2010;ED117ON ONE WET SYSTEM PROTECTING BELOW THE -1E CEILING. THE SYSTEM UTILIZES OTE AREA REDUCTION. STEEL OUTLETS ARE MECHANICAL TS FROM FREEZING SYSTEM. 6. STRUCTURAL PIPING IS THE REPRESENTATIVES. • Sprinklers Used THE VINE CHURCH SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP FAC OR 15439 53RD AVE S TUKWI LA, WA 98188 GLOBE GL5601 QR CHROME SEMI REC. PEND 122 155° 5.6 O GLOBE GL5615 QR BRASS UPRIGHT 110 200° 5.6 a ! EVERGREEN FIRE PROTECTION INC. 10509 64th ave e. puyallup, wa 98373 evergfp967lz phone: (253) 677-4991 fax: (253) 848-0965 -i 0 GLOBE QR A=1011 CHROME DRY HSW 43 200° 5.6 _ TOTAL 97A DATE: 7-18-13 I REV: 8-19-13 I DRAWN: RR I SHEET: 2 C)F 2 ADJACENT BLDG rrt VI I 0 0 O EV 4'A EN RISER R.25' )SITE PLAN 1)SITE 0 1/32" = 1'-0" O O 4X5 2 C4 W EXISTING HYI3RANT v 0 MIN 22' BRANCH LINES MIN 3"FOR MAINS SIDE SAMMY SCREW WOOD JOIST ALL THREAD ROD SPRINKLER PIPE 53RD AVE S CO X LJ WOOD JOIST ALL THREAD ROD SIDE SAMMY SCREW MIN 22" BRANCH LINES MIN 3" FOR MAINS RING HANGER SPRINKLER PIPE END OF LINE RESTRAINT AS REQUIRED RING HANGER ®HANGER DETAIL NTS SYSTEM DEMAND AT CITY CONNECTION 502.3 GPM ,92 PSI ALL UNDERGROUND WORK BY OTHERS. EXISTING HYERANT Z,SITE PLAN DETAIL* 1/16" =1'-0" /1°4 WATER SUPPLY INFO 120 PSI STATIC 20 PSI AT 1500 GPM *HANGER DETAIL NTS TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIC. 1000 FAST CLAMP STEEL PIPE LATERAL BRACE (JBRACING DETAIL NTS ATTACH WITH THRU-BOLT L GENERAL NOTES SYSTEM NOTES SYSTEM CONSISTS OF A ORDINARY HAZARD ONE WET SYSTEM PROTECTING BELOW THE CEUNG AS WELL AS THE VOID ABOVE THE CEIUNR3. THIS SYSTEM UTIIZES QR HEADS IN ORDER TO ACHIEVE A REMOTE AREA REDUCTION. SYSTEM IS DES IED PER NFPA13 2010 EDITION 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13 4. EARTHQUAKE BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13 5. OWNER TO PROVIDE A MINIMUM OF 40. F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL REPRESENTATIVES. Sprinklers Used THE VINE CHURCH SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP FACTOR 15439 53RD AVE S TUKWILA, WA 98188 SEE SHEET 20F2 EVERGREEN FIRE PROTECTION INC. 10509 64th ave e. puyallup, wa 98373 evergfp967Iz phone: (253) 677-4991 fax: (253) 848-0965 TOTAL DATE: 7-18-13 REV: DRAWN: RB SHEET: 1 OF 2