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HomeMy WebLinkAboutPP - 16894 SOUTHCENTER PKWY - DESIGN CONSIGN INC - PERMITS AND PLANS16894 SOUTHCENTER PKWY ASSOCIATED PERMITS 10-F-065 11-S-194 10-S-021 02-S-203 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Ukhan Health And Beauty Spa 16830 Southcenter Py Permit No.: 10-S-021 Date: February 2, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more sprinkler 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. 08/25/2011 14:59 4254818695 CROWN FIRE Fax No. CROWN FIRE PROTECTION, INC. 131: 8.25.11 Compan Fire PreventionEureau Tukwila Fire Department / Al Demo Permit Number of Pages (Including (over) 0 Urgent Comment 1 ........ ....... PAGE 01/01 1'Z s -a Ys" El For Review 0 Please Comment 0 Please Reply Cnstie Ogland PH:425.481.7669 FX:425.481.8695 Please provide a demo permit to remove (15) pendent sprinkler heads at the Star Vigor Space at 16830 Southcenter Parkway. The building permit is 1)11-175. They are riooving the ceiling in this space, and are not getting a building permit, just a demo permit. Uprights are existing to remain. Please let us know if you have any questions. ThAuks o Without Cornimenls (3 As o Per The i:,,,ttacted Letter These plans have been :'favl(mal y Th. Tukwila Fire Prevention Bureau Cort City • . standards. ACCC::3i omissions standards 3 nci adequacy of Additions, this date will vc P.O. pfkilttiSfltt444tIftitttic*A • drid t• adopted for the , a 8082 p i4 • " :425.481.7669 Final acceptan'7:2 ;•"-: The Tukwila Ave Date: 11/ 41) = IV 624 (D Co 73 CD ul '33 g. < no FX: 425. 481.8695 - • • Lect orTny vi T3 Z 5 0 • 01 Device Description Power Supply SK5495 Unused Unused UKHAN SPA 16830 Southcenter Tukwila Wa 98188 Battery Calculation Worksheet - Power Supply (all currents stated in mA) mA Draw each Total mA Draw # of Devices Stand By Alarm Stand By Alarm System Devices 1 75 0 0 0 0 175 0 0 75 0 0 175 0 0 Total System Current 1 75 175 Unused Unused Unused Unused Initiation Devices / Auxiliary Devices 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Device Totals 0 0 0 PC2R SR Unused Unused Unused Unused Unused PC2R SR Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Unused Notification Appliances (list all) Circuit 1 4 7 0 0 0 0 0 0 0 0 0 0 0 0 212 153 0 0 0 0 0 0 0 0 0 0 0 0 848 1071 0 0 0 0 0 Circuit 1 Totals 11 0 1919 Circuit 2 5 9 0 0 0 0 0 0 0 0 0 0 0 0 212 153 0 0 0 0 0 0 0 0 0 0 0 0 1060 1377 0 0 0 0 0 Circuit 2 Totals 14 0 2437 Circuit 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Circuit 3 Totals 0 0 0 Circuit 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Circuit 4 Totals 0 0 0 Notification Appliances Total Current 25 0 4356 Design Voltage 24 Voltage Drop Calculation Worksheet /Cal(gt-I Y (U-- 0C)5" Circuit #1 Voltage Drop Length Amp Draw Wire Guage Loss per 100' Voltage Drop Voltage at EOL ok 250 1.919 14 0.97 2.42 21.58 10.08% Circuit #2 Voltage Drop Length Amp Draw Wire Guage Loss per 100' Voltage Drop Voltage at EOL ok 250 2.437 14 1.23 3.07 20.93 12.80% Circuit #3 Voltage Drop Length Amp Draw Wire Guage Loss per 100' Voltage Drop Voltage at EOL 250 0 14 0.00 0.00 24.00 0.00% Circuit #4 Length 250 Amp Draw Voltage Drop Wire Guage Loss per 100' Voltage Drop Voltage at EOL 0 14 0.00 0.00 24.00 0.00% Standby Hrs. Alarm Sounding Minutes Total System Standby mA Total System Alarm mA Total System Standby Ah Total System Alarm Ah Min. Ah Battery Derating Factor Battery Ah Battery Used Summary Section Required 24 5 75 4531 1.800 0.378 2.178 20% 2.722 Available 2@12 V, 7Ah (Cpm-1WAY' lo -S- 02 Job Number. 2-11-10391 Report Description: Ordinary Group I r. .., .- .<...x+-- . ..1.=...,:...":-.'4..',...,.. - <I a ^� �a___ i'r • t 4t } Gttt Qt ,,4.5. .-- 1"."3T'3.I^cmC-n`.Y. -1.'C ""_... , t.�.� 3e .w. stn,a .». .d . �.... 5.......,..C.1:x.Rr...rJs17.a.e.u..ti.Y.�"..a...t.aa... ,...^i 'r^ n-" •----=-4=.----,.........,- ....,,.,,.,r..^.._.r�.«,..--`..»�:........_. «......-4:.. L.. z�L.��.. Jeb Nambel 2-11-10391 N.B. Ep6..r PHI LE Joe Ham.: U Khan Health & Beauty Spa PMe. 253-833-1248 FM 253-735-0113 A0rn 1 16830 Southcenter Parkway Slate Certification/Liam NWWM., FIRESWI 140B1 Mimsx A CITY OF TUKWILA ciy 1 5141* Tukwila i WA 149 CPE. 98188 Joe Me �V•-- _...._ -^ -7'-'_.:......" - Jti5'. ctzt_.i-r„��-- h .27i.... ,.L3f.t*:2..;'-"z .-.7"-- n .,.=""..�4h t-t`t' } t.,d.};a' -eq' :fflii:lt' DerMy 0.15gpmft' M. ofAm.. n 1500.00ft' (Actual707.69ft') Noat Da mandMQ Sp*INtl.t DM Hem Stm.tn 11.2 K -Factor 30.00 at 7.17 250.00 Cew,epa Per MAO. Number Of 4. .6 Ca... 196.0011' 6 SysMm Pmwe dnwa System Flow Demand 55.00 215.41 Tab! Pernnm P.M,. RalW 465.41 @ 55.00 +64.09 (53.8%) ...., . �.t. .... ,. ..Ia„�.. at��ti� xr44 t- »c t>: , iii,.!t .: .' -`•«.•». .,.c -: y. -e...Cl "°e,.ez-t..M.�&.r..��r Node Flow(4pm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm). 1 5918.00 250.00 120.00 20.00 V .... ,... II y� • T. , _ ....,-4. '.at; . v---8: ) ? gillgaref3 > '• 0 ? Of .t rofff ("-„T, •^.i 5e'��r, r? - ROW 150 _ 135 120 =Static Pressure 120.00 105 90 5 _ a 75 J a 60 --15.4 .$ t ._ @5.00 465.41 wi h hose streams a 45 30 System demand curve 15 I D mm1111111111111111111111 111111111 1111111 11 111111111 . 18.00 111111111 @ 20.00- 11 11 11 1 11 � 13 0T80I?400 3000 3600 4200 4800 5400 6000 Water flow, gpm ® M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 02/01/2010 9:44:33AM Page 1 [1 • .^."?Yj ^LJ Job Number, 2-11-10391 Report Description: Ordinary Group I ;rrerr _-y-'7=^ > �6� rr 7.".:...- u ti. . o ac_: sr... .I...,.- _.. _ , ;r-.....a...'.�� �..,.._,..,...-r:.a....-- .--,--7.._• 4==-.,F.="� .. ear.4.-..¢.�tA••?.r.. -.. ere5�i �.� ?ii'..1 . .. ",.-,....�.-i�+.."S'r.-� .., ii:::...:.. « �� �- ... �^ G 'R• �•'}""' .L. Job Numb, 2-11-10391 Deay: Eng.'ee, PHI LE Job Ham U Khan Health & Beauty Spa Sb4 CertXbtlonAlunae Number FIRESWI 14081 AAdmu I 16830 Southcenter Parkway ANO CITY OF TUKWILA Addles,' J.SA. Cly Tukwila Slat, i Sp Coda WA 98188 Draw Nam, 2-11-10391 REV01_(UKhan Health & Beauty ).cad __.= -V; .-- F __._.,--- _ w._, _,-- -ter. - �-...a. m,...,V,a, . `;WAWA- , ..,..... �--.:�:;�_.�,..; ��..��,.."�-__-g.-1:7,7.7.,;..1.:;:', M.A Demandlnp SprP0M Dab 11.2 K -Factor 30.00 at 7.17 Ompenel Jeb 5uRN Ordinary Group 1 S Nose Apwuw.bAt Sewn 250.00 AdA.enal Nes. URI..----- I Node Flow(gpm) Oen,.y ' 0.15gpm/ft' Menem 014101Calculatedq n Calculated 6 w Mes d550..ao 1500.00ft' (Actual 707.69ft') Ceee,• Per Sper - - mFl 196.00ft' AolGPaa. Result.: Pressure Fel 11,71014 Mea(,) Mama a T, WA Remote Mei Left 55.00 Right: 55.00 5.51 Naso Streams 250.00 System Flow Nev. I Tote % Mr R.Q.•.d Oneludiny stns Moreno.) 215.41 ! 465.41 Maximum Pm.. Unbalance. In Loop, 0,00 04,Mum Velepily Abe. 0mwd 20.79 between nodes 7 and 9 Ma.kmam Vobc,y Undo, Gm od 2.23 between nodes 1 and 5 Volume eapaelN of Wet Pipes I Velumeupac6Y el OyPmas 685.13gal rr ,rr, .. ..�.3 .. , ... • r. ":x ,.F- � - _n } a4�4: , " .�7e--' - - ,_" , 1 F _ ipt •�..� ,...� .^-g;rpu':4:-......... _c.._- it�'�i"'.4a" ., _..dra-�.-e�rcrra's-1k- _ .... ...,.F..y..._ l...y..�.... ,� ati ........,.,,,�.y^ �:,.-..-ry.,..�.",»,.. ,0_-"r.-W'•r' %' - :� "E""T.�. .7;$1' s_k£. ...,' - .`. ^=• v?a_: ? e > .. mv_e:....>Svmma...-.. b. �=.`'-._s,ti..-.•" �._T=�=fc`.:......3 i Hose Flow Static Node (gpm) (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 I 250.00 j 120.00 1 20.00 j 5918.00 119.09 465.41 j 55.00 64.09 rr':``r�- "�Q -- .I'" sWz""'... =.:..£,"_�-rAtAis X ,yo, tar..4..,�. ... ,....'t g, ^j✓3--'`-:.. ^r ,-L:C-!" 'r a.,.- I' , •rer" CmbaGorNWE.r III 2-11-10391 1011101110010 PHI LE Cwt. TdN Nam* al Ceara/0w Phone Fa1e5.,n FIRE SYSTEMS WEST. INC. (253) 833-1248 ; 111 A.., t 206 FRONTAGE ROAD NORTH, SUITE C FAX (253) 735-0113 Ada., 2 Ern. PhiL@firesystemswest.com CXy 51.4 Sp Cod. W.bSX. PACIFIC WA I 98047 www.firesystemswest.com gj, m M.E.P.CAD, Inc. jl AutoSPRINK® VR7 v7.1.7 02/01/2010 9:44:40AM Page 2 11 '_tet'=i,ff.„5 Job Number. 2-11-10391 Report Description: Ordinary Group Device Actual Flow (gpm) Minimum Flow K -Factor (gpm) (K) Pressure (psi) 1 Sprinkler 105 1 40.92 30.00 11.2 1 13.35 Sprinkler 106 42.55 30.00 11.2 i 14.44 Sprinkler 104 37.20 30.00 11.2 11.03 Sprinkler 102 31.49 30.00 11.2 7.90 l* Sprinkler 101 l 30.00 30.00 11.2 7.17 Sprinkler 103 j - 33.24 30.00 11.2 4 8.81 A Most Demanding Sprinkler Data bJ O M.E.P.CAD, Inc. 45 AutoSPRINK®VR7 v7.1.7 02/01/2010 9:44:44AM Page 3 • Job Number. 2-11-10391 Report Description: Ordinary Group 1 Node Elevation(Foot) I Fittings Pressure(psi) Discharge(gpm)I 13 18-0 i T(5-0) 32.40 12 18-0 T(5-0) 33.01 8 14-6 T(10-0) 40.53 7 1 18-0 j T(8-0) 33.77 9 18-0 I T(5-0) 24.94 10 18-0 T(5-0) 22.07 11 18-0 T(5-0) 19.34 6 I 14-6 T(25 -OL 40.93 5 1-0 49.27 105 12-0 Spr(-13.35), fd(24-0) Spr(-14.44), fd(24-0) 13,35 14.44 40.92 42.55, 106 12-0 104 102 12-0 12-0 l Spr(-11.03), fd(24-0) 11.03 37.24 ; Spr(-7.90), fd(24.0) 7.90 31.49 101 12-0 Spr(-7.17), fd(24-0) 7.17 30.00! 103 12-0 I Spr(-B.81), fd(24-OL- 8.81 33.24; �Qyl 0 M.E.P.CAD, Inc. 1?� AutoSPRINK® VR7 v7.1.7 02101!2010 9:44:47AM Page 4 Job Number. 2-11-10391 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length I Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings I Eq. Length I Summary Upstream Total Length I Gil Route 1 BL 1.0490 0=30.00 11.14 C=120 0.275519_ 18-71 Pf 14.76 101 12-0 q=30.00 K=11.2 7.17 Spr(-7.17), fd(24-0) 11 18-0 19.34 3E(2-0), T(5-0) 35-0 Pe -2.60 53-7 Pv BL 1.3800 0=61.49 13.19 C=120 0.273330 10-0Pf 2.73 11 18-0 19.34 10 18-0 22.07 I Pe 10-0; Pv BL 1.6100 0=94.73 14.93 C=120 0.287029 10-0 Pf 2.87 10 18-0 22.07 9 18-0 24.94 I Pe 10-0, Pv BL 1.6100 0=131.93 20.79 C=120 0.529726 8-8 Pf 8.83 9 18-0 24.94 7 18-0 33.77 T(8-0) 84 Pe 164 Pv BL 2.0670 0=215.41 20.60 C=120 0.388582 3-6 Pt 5.25 7 18-0 33.77 8 14-6 40.53 T(10-0) 10-d Pe 1.52 13-8; Pv FM 5.0470 0=215.41 3.45 C=120 0.005028 53-11A Pf 0.40 8 14-6 40.53 6 14-6 40.93 7(25-0) 25-0 Pe 78-1114Pv FM 6.0650 0=215.41 2.39 C=120 0.002055 208-6'1 Pf 2.49 6 14-6 40.93 5 1-0 49.27 2E(14-0), BV( -2.00) 28-0 Pe 5.86 236-6W Pv UG 6.2800 0=215.41 2.23 C=140 0.001304 118-6' Pf 4.21 5 1-0 49.27 1 -2-6 55.00 2E(22-1), BFP(-4.00), S 44-11A Pe 1.52 162-7 Pv Gill Route 2 BL 1.0490 0=31.49 11.69 C=120 0.301309 8-71 Pf 14.03 102 12-0 q=31.49 K=11.2 7.90 Spr(-7.90), fd(24-0) 11 18-0 19.34 2E(2-0), 27(5-0) 38-0 Pe -2.60 46-71 Pv QM Route 3 BL 1.0490 Q=33.24 12.34 C=120 0.333168 _ 9- Pf 15.86 103 12-0 q=33.24 K=11.2 8.81 Spr(-8.81), fd(24-0) 10 18-0 22,07 2E(2-0), 2T(5-0) 38- 1 Pe -2.60 ! 47-71 Pv w Route 4 BL 1.0490 0=37.20 13.81 C=120 0.410173 61 Pf 16.51 34-0 Pe -2.60 401 Pv 104 12-0 q=37.20 K=11.2 11.03 Spr(-11.03), fd(24-0) 9 18-0 24.94 2T(5-0) w Route 5 BL 1.0490 0=40.92 15.19 C=120 0.469368 84 Pf 21.65 36-0 Pe -2.60 44-3! Pv 105 12-0 q=40.92 K=11.2 13.35 Spr(-13.35), fd(24-0) 13 18-0 32.40 E(2-0), 27(5-0) BL 1.6100 0=40.92 6.45 C=120 0.060756 10-0 Pf 0.61 1 P 10-0, Pv 13 18-0 32.40 12 18-0 33.01 BL 2.0670 0=83.48 7.98 C=120 0.067275 1-41 Pf 0.76 10-0 Pe 11-4IPv 12 18-0 33.01 7 18-0 33.77 T(10-0) 444, Route 6 BL 1.0490 0=42.55 15.80 C=120 0.526016 6-3 Pf 21.17 106 12-0 q=42.55 K=11.2 14.44 Spr(-14.44), fd(24-0) 34-0 Pe -2.60 12 18-0 33.01 2T(5-0) 40-3I Pv ?FSI I '0 ; _; 6 ,-= lgi :4; - - s. 447( Actual Inside Diameter Value Of C 100 130 140 150 Schedule 40 Steel Pipe inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 m M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 02/01/2010 9:44:52AM Page 5 Job Number. 2-11-10391 Report Description: Ordinary Group 1 Pipe Type Downstream Upstream Diameter Flow Elevation Velocity Discharge K -Factor HWC Pt Pn Friction Loss Fittings Length (Pressure Eq. Length !Summary Total Length ,air AO Arm -Over BL Branch Line CM Cross Main ON Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cpig Cr CV DeIV DPV E EE Eel Eel fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WrF WMV z Alarm Vaive Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap as, © M.E.P.CAD, Inc. Aut0SPRINKO VR7 v7.1.7 02/01/2010 9:44:52AM Page 6 • Job Number. 2-11-10391 Report Description: Ordinary Group I (1„ ®M.E.P.CAD, Inc. SS AuIoSPRINK® VR7 v7.1.7 02/01/2010 9:44:57AM Page 7 Supply at Node 1 150 135 120 atic Pressure 120.00 105 90 tl) a 75 a m 1n a) _ 50 -215.41 45 465.41 @ 55.00 with hose streams -System 30 demand curve 5918.00 @ 20.00 15 0 MR111111111111111( 111111 •i11 11111111! 1111 1111 1 1 I i 1_1J 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 %00 1200 1800 2400 3000 3600 4200 Water flow, gpm 4800 5400 6000 Rydnulc G.I. Supply at Node 1 Valor Nom. 120.00 Residual P,.Svc,. 5918.00 @ 20.00 ... ....._ anum. P,..w . fa Tune or7e119.09 @ 465.41 Sy.i.n, Dimond 215.41 @ 55.00 Sy1gm Demand (Including Roe. Nbvanec) 465.41 © 55.00 (1„ ®M.E.P.CAD, Inc. SS AuIoSPRINK® VR7 v7.1.7 02/01/2010 9:44:57AM Page 7 '+cuOrogo: C , O .,,fl -cu -t. t Cm Oao rn '.12 2 0.0 ? c O) it r. LJ z; — o 4' r arON� ro coa, rt ro .I a O "0 .0 • n a r«ro: Om CD >` it aro �•�ro �' < t- . -, =' O . 0` O ro ro ro z •' <�=�.o N h< —I O 0 O. 0 3 0 O -" w o Z cy 0 W O (D Vzio 7 I - "10 ZW Z • -n p e® El q ua � zp O 43 ;rl • m General Notes WAITING ROOM z EMPLOYEE LOCKER ROOM WAITING ROOM <WIRE SCHEDULE> —Z—: 14 AWG 2 CONDUCTOR <CANDELA RATES NOTES> 1. 110 CANDELA FOR HORN/STROBE 1. 75 CANDELA FOR STROBE <INITIATING DEVICES AND FIRE SAFETY CONTROL FUNCTION> 1. SPRINKLER HEADS POWER SUPPLY rem L'J WAITING ROOM z OFFICE OFFICE UKHAN SPA tie <SIMBOL NOTES> SYN 30L Q -Y. PART# DESCRIPTION j2 PC2R CEILING MOUNT HORN/STROBE 1 S<500 POWER SUPPLY P AL 4 7 S2R WALL MOUNT HORN/STROBE 16 SR WALL MOUVT STROBE S Revision/Issue <GENERAL NOTES> 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET—THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES AND SPEAKERS STROBES ARE TO BE MOUNTED 8 ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 5. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. I itcMLA FIRE DEPART `Mi , Please call: 575.440Z and give this job rnki exact address for shut. )tiwrl or restoration aoor(' 1 D Without Comments )aC As Noted in Red Per The Attached Letter <RISER DIAGRAM> Firm Name and Address These plans have been reviewed by The Tukwila Fire tvention Bureau for conformance with current City _ - ^-+dards. Acceptance is subject to errors and omissions which do not authorize violations of adopted Edards and ordinances. The responsibility for the 0,f :Aec?uacy of design rests totally with the designer. 1-00U:ions, deletions or revisions to these drawings after t: pis date will void this acceptance and will requir ,:3 resubmittal of revised drawings for subsequent aiiproval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Late: LI -� -10 By: GOLD ELECTRICAL(GOLDEE2923C5) 1308 V ST NW AUBURN WA 98001 PH:(253)250-1462 Project Name and Address — it -131-4 If tMkIv/0J ?/t1 $4 41-oti5 Ai — L h5 we /l!1{ L `S i Ca 'l'o pee r0 e.- vANst ✓Mo-' Z01,2 • — -v.; -Ta�'��, de%tit -6 kart• pw^ ctdawS.i • — L vwvc. 51.,0144- 61441. tis t( CtSO €. PS 4 k r14-119- - "A'L-_' ✓+-.11u 6rc4kty 6knd l -t t -1F11 -r5 Oh deci,i A41- FA -LP 004 F-5: tra,e4- NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a; Re -inspection Fee and termination of the testing, UKHAN SPA 16830 SOUTHCENTER PARKWAY TUKWILA WA, 98188 Project FIRE ALARM 04/12/2010 Scale AID APR 19 2010 TUKWILA FIRE 10 T1 E:1 G:0'x: 44 o Without Comments CCJ As Noted in Red Per The Attached Letter These plans have ;..,; ;., by The.Tukwiia Fire Prevention Bur �,u c::. -IL mance with current City standards.- :,_:. bject to errors and omissions whicn auutrorize violations of adopted standards and orcin:r:ce:+s. The responsibility for the adequacy of design r=:`;s totally with the designer. -Additions, deletions or r.visions to these drawings after this date will vold this acceptance and will requirra resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila -Fire Prevention Bureau. uate: 1 Cc BY: r elovaJt FIRE DEPART Please carr: 575+440,_ and give this job No.10 16_1 J.. Jress for shut, •lin :or r`.istJration aporovA 1 EXISTING SSU ::—EXISTING LINE 1 x 0.2 NOTICE Weld stamps must be inspected before pipe is hung. Qono# paint piping prior to hydrostatic test approval. EXISTING LINE 1 x VARIES NEW QUICK RESPONSE SPRINKLER —1 x VARIES *' 1 r1,. OFFICE.2-0 106-- ,01 9 1 7 WO *'her 1 0 1 COUTNE 102 ..,1 eI s i *` 0 1 WAITING ROOM 109 11e 58 9 9 19, 14-7 ' :LE ,•%1 0 11 8'-6" AFF t "1 Ir ,;$ STOFAGE 127 L. i _ 1 _11:1 I = 1 — ii - 1 0 9 JO' Rim —9 0I i Ise 8 9 8 41 0 1'4 1 1 0 0 HERB STORAGE & TESTING 2Q.19 1 1 0 0 I OFF1031ICE 114 CORR. 101 1 48" FLEX DROP — 1 NEW QUICK RESPONSE SPRINKLER DROP DETAIL 'A' SCALE: N.T.S. JI FLEX DROP BRACKET U KHAN HEALTH & BEAUTY SCALE: 1/4" 1'-0" 1 x VARIES U KHAN HEALTH & BEAUTY 16830 SOUTHCENTER PKWY TUKWILA, WA 98188 --SUPERSCREW/HANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) 6 2° WOOD NAILER 1 -- SIDEWINDER/ HANGER MATE — 3/8" ALL THREAD ROD RING HANGER OPEN WEB JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOAD) HANGER DETAIL CHANGE OUT TO NEW 286" QR SSU 1 x0-2 1 x VARIES SCALE: N.T.S. — EXISTING UNE 1 x VARIES •— 48" FLEX DROP FLEX DROP BRACKET NEW QUICK RESPONSE SPRINKLER NEW QUICK RESPONSE SPRINKLER DROP DETAIL'S' SCALE: N.T.S_ VICINITY MAP SCALE: NONE SCOPE OF WORK - THIS PROJECT IS A TENANT IMPROVEMENT. FIRE SY51 IMS WEST IS ADDING AND/OR RELOCATING SPRINKLERS TO ACCOMMODATE NEW WALLS AND CEILINGS. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING, EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. - PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE. - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES, DESIGN CRITERIA PER NFPA 13(2007) AND CITY OF TUKWILA HEALTH SPA - ORDINARY HAZARD (0.15) GPM/SF. LEGEND : 0 00 EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEW QR SPRINKLERS NEW EXTENDED COVERAGE QR SPRINKLERS EXISTING SPRINKLERS FITTER / LISTER NOTES : 1. CEILING HEIGHT ARE 10'-0" U.N.O. AND NEEDS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS. 2. ALL HANGERS TO BE TYPE 'B' or 'JW 3. USE ADN'S ON HARD LIDS. 4. DROPS TO ONE SPRINKLER SEE DETAIL 'A'. 5. DROPS TO TWO SPRINKLERS SEE DETAIL 'B' KEY PLAN SCALE: NONE FIRE SPRINKLERS BUILDING PERMIT # CONTRACT NAME: U Khan Health & Beauty Spa 16830 Southcenter Parkway Tukwila WA 98188 CONTRACT WITH: U Kkan Health & Beauty Spa 16830 Southcenter Parkway Tukwila WA 98188 PM - Alex Taylor Phone: 206-920-3655 Fax: HANGER LEGEND SPRIN(LER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A Ti B L }.00K L SUPER SCREW P,1 L -ROD WASHER PLATE CONCRETE INSERT SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGH- PENDENT 1 SPRINKLERS - UP & DN TEE SIZE I OPEN'G I 1 UP SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY SYM OPEN'G DOWN 0 SSP TYCO TY3231 5.6K 155'' QR CHROME CHROME QTY MK 28 A DATE BY DESCRIPTION SSU TYCO TY5237 11.2K 155" QR; CHROME CHROME 11 z� D BEAM CLAMP P POWDER DRIVEN STUD _ P CEILING 7LANGE R WEDGE ANCHOR TRAPEZE 1/2" 3/4" 3/8" 7/16" 1/2" SPRAY 17/32" SPRAY 1/2" 1/2" 1" A 0 40 1" 1 1" 3/4" 1 1" 112" 1" A 1" ` 1/2" 1/2" APPROVALS REQUIRED: DISTRIBUTION: H SIDE BEAM BRACKET J SIDEWINDER X 1/2" 3/8" 7/16" 1/2" SIDEWALL 1/2" 4 SHORT OLP ./ 1" 1/2' DRY TYP 1„ TEMP I RATING 1'" 155" CITY OF TUKWILA CITY OF TUKWILA 200` OWNER / ARCHITECT OWNER / ARCHITECT 3 286° TOTAL 39 FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE SCHEDULE 10 JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL THREADED BRANCHLINE PIPING TO BE SCHEDULE 40 JOINED W/ IMPORT CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 114" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 4_ ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIpEWINDER (UNO). 1 JAN 2.-.2010 Ti .lomIla. Fire Fire Systems Wes� 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESW1 140B1 Q.C_ FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET PHI LE 01/25/10 2-11-10391 1 OF 1 /ON ty ) cad DATE:01f 8/10 T11,01E: 0:09:44 -- 1).f Tit ► f f. 0 "r,.t,. go f tiro v, v) P E-tA Ig -1F 0" �cn/r-,1 • f 1^!t €.7 Xt,rtal & (01)0ii���J REFLECTED CEILING PLAN 5GALE11/8"s r -o" 1 NORTH _ ._t Clip Hangers- ■ _ Hanger Rings: UL Listed & FM Approved ■ Hanger ▪ Rods / Fasteners: Comply with NFPA 13 - O All Thread Rods ■ _ - Finishes: O Standard Components Q Machine Thread Rods O All Galvanized Components 1"•25.4mm Components _1. Clip (Ceiling Flange}, - 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring - f _ Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. r - There are 6 components in a basic No. 5 Hanger: The _ clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. - 1 1 c _ - tlDO 9- RdL'4Lk rtoDa L H iss t rva - 130 S9IlA c bet,. UALV 1-tA24aA flt_L Hr4'its`rt i rJi C U.L. F P-1 VICINITY MAP mow No. 5 HarTgers may also be used with other types of construction of adequate strength _when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AH.1). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or • in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements Limitations - - NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x Vh" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. GU nvoacci-Bkr yrie- 1- 3 ht .14 fi 1 111 ortrientS V kRitrithlictIte viOlationsil adopted 02 standards and ordinances The responsibility for the adequacy of design rests totally with the designer. _ Additions, aeletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date* By: -SITE - TUKWILA FIRE DEPARTMENT Please call: 575-4407. and give thte jol? and exact address for shut' down or restoration approval. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 HILL CREEK, WASHINGTON 98082-0113 - PH. (206) 481-7669 ry turi-tei IA) 14 eh Dece0 FILE SCALE: J'S ao•oic/972 S PiZz9 F-: 0-4 FILE ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acc3 )t nce and will require a resubmit -tar of revised drawings. Final acceptance is su5ject to fiel-� inspection by a reeresentatire or this dep rtr.-ent DATE: /g.. �O BY: CITY OF TUKWILA 5,5-440, TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 30 0238E and • xact address for shut- down or restoration ap;;rovat. A Ill .k5/;,R3b 0 HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS ALARM CX/57//1/6 MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY #L—EXPANSION SHELL, ROD & RING *2.—C. CLAMP, ROD & RING #3.—POWDER STUD, ROD & RING *4. -ANGLE CUP, ROD & RING *5.— L -ROD & RING #6. —EYE ROD & RING #7. -COACH SCREW. ROD & RING #8.—CEILING FLANGE, ROD & RING TI -+E COMPLETE LINE/ 87916 POST INDICATOR VALVE KEY VALVE FIRE HYDRANT FIRE DEPT. CONNECTION 0. S. & Y GATE VALVE SWING CHECK VALVE NEW UNDERGROUND EXIST. UNDERGROUND pi —ALARM CHECK VALVE ® - RISER W/ALARM VALVE — RISER W/DELUGE VALVE ® —RISER W/DRY VALVE 1A —RISER W/ELEC. FLOW SWITCH —WATER MOTOR BELL ELECTRIC BELL 164 - FLUSH FIRE DEPT. CONN. o — UPRIGHT ON 1/2" OUTLET GI — PENDENT ON 1/2" OUTLET • —UPRIGHT ON 1" OUTLET © - PENDENT ON 1" OUTLET ® — DRY PENDENT ON 1/2" OUTLET e - FLUSH ON 1" OUTLET gob— SIDEWALL ON 1/2" OUTLET — SIDEWALL ON 1" OUTLET SPRINKLERS TYPE DEGREE QTY ,EL"L, y . .qSS /! :54-Asse slt zfz ACV w/ /GSA pr . y TOTAL SPRINKLERS THIS DRAWING 1 t. r%Jt 1/L,9 F,D . PHONE s7s'- 4111 CONTRACT WITH ✓vW' ‘.Co' A 1/LG ,2. ADORESS CITY .. .4. PHONE Z WATER DEPT. ARCHITECT ADDRESS CITY PHONE ADDRESS CITY PHONE PROJECT ADDRESS CITY TTS" QEUR9Q//7_ C G'o��lEjz /183 `: c - 72 7 /95V2/.5' /9o�iT7' 'i TITLE: -. ZONE: DRAWN: SURVEYED: s, .908,0SoAi DATE: '7ez//9Q $GALE -: (206) 827 -9654 COSCO FIRE PROTECTION DIVISION 1091g - 117TH PC_ N.E. s KIRKLAND.WA 98033 DRAWING NO: sem©../ c12