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HomeMy WebLinkAboutPP - 14060 INTERURBAN AVE S - UNKNOWN - PERMITS AND PLANS14060 INTERURBAN AVE S ASSOCIATED PERMITS 06-F-010 06-S-074 03-F-047 06-S-069 6 M 2 A liF- - ; : I PP il x 1 ado. g; P MI5p Aill 'f Q i° 1 r 41 0 Z -n --v •3 Cl dna: U ACCEPTED Without Comments 0 As Noted In Red 0 Per The Attached Letter These plans have been re.viewed by The Tui,..wila Fire • e3nt.Ion Bureau for coor-rnar,(37;e, with cure Oily Apceptaricc.,. i,37 -r, 7,.3„q3):13?,, -...31 tp errs and ci..."-) i.4..yii 33-2,..3i.:r3..r.:3.-izi.:, .3fidrations of adopted : -.!,:33 -•x3p :'3,0',,,.-ninc..:::3.3s. Tr,a respc4-Isiniiity for the f•i.:-:!i3.-sts i3i3)tiiy .with too designer. these dravirigs after ,.!3,, .33,-...1 trtis acceptance and will require a 33Thinittal of revised drawings or subsequent approval. ne,1 acceptance is subject to field test and inspection by 3 -ie Tukwila Fire Prevention Bureau. )ate: -3/>cd°3 RAWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. C32—F-0`77 and exact address for shut- down or restoration approval_ FILE ®081 Ari A mb \ 7 Ed WdPS : TO £00z S0 'heW 13" TO 24" 13"TO24" 41 13" TO 24" .•-• 10" TO 24" 1L 12" TO 24" 13" TO 24'• x f 8 a 2L 34" TO 48" �r� 2L 34" TO 48" \ a cif SI rn c721( .\°./]-4' - x Z 9 rp P V 11 L09E L9L 90E : '0N Xdd 'ONI S3OIAd2S1.0f1Q2QOOHAN : WO�d FIRE SPRINKLER DESIGN SERVICE 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR RIVERSIDE INN TUKWILA, WA. FILE NUMBER: E0601 DATE: 01/09/06 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1950 SQ. FT. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 456.9 gpm TOTAL WATER REQUIRED (including hose): 706.9 gpm FLOW AND PRESSURE (@ BOR): 456.9 gpm @ 110.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: EMERALD FIRE INC. DESIGN/LAYOUT BY: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: EMERALF980MR CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 501K271 ) HRS SYSTEMS, INC. ATLANTA, GA DATE: 1/9/2006 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 26 135.0 20.0 5540.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 8.4 8.4 8.4 8.4 8.4 8.4 1.0 1.0 0.0 K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 5.37 SOURCE AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 132.5 706.9 120.1 706.9 GPM 250.0 GPM 0.0 GPM 456.9 GPM PRESSURE (PSI) 11.2 13.0 20.0 24.6 28.8 13.4 15.5 23.7 29.0 34.0 15.9 18.3 27.9 34.2 39.9 48.1 49.0 34.9 40.9 47.7 52.5 64.3 102.7 110.8 113.8 120.1 DISCHARGE (GPM) 18.0 19.4 24.0 26.6 28.8 19.6 21.1 26.1 28.9 31.3 21.4 23.0 28.4 31.4 33.9 37.2 37.6 456.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/9/2006 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.0 1.049 PL 12.00 PF 1.8 1 12.0 5.4 11.2 18.0 6.7 100 FTG ---- PE 0.0 2 12.0 5.4 13.0 19.4 0.150 TL 12.00 PV Pipe: 2 -37.4 1.049 PL 12.00 PF 7.0 2 12.0 5.4 13.0 19.4 13.9 100 FTG ---- PE 0.0 3 12.0 5.4 20.0 24.0 0.580 TL 12.00 PV Pipe: 3 -61.4 1.380 PL 12.00 PF 4.6 3 12.0 5.4 20.0 24.0 13.2 100 FTG---- PE 0.0 4 12.0 5.4 24.6 26.6 0.382 TL 12.00 PV Pipe: 4 -88.0 1.610 PL 12.00 PF 4.2 4 12.0 5.4 24.6 26.6 13.9 100 FTG ---- PE 0.0 5 12.0 5.4 28.8 28.8 0.351 TL 12.00 PV Pipe: 5 -116.9 1.610 PL 2.00 PF 4.6 5 12.0 5.4 28.8 28.8 18.4 100 FTG T PE 1.6 18 8.4 0.0 34.9 0.0 0.593 TL 7.71 PV Pipe: 6 -19.6 1.049 PL 12.00 PF 2.1 6 12.0 5.4 13.4 19.6 7.3 100 FTG ---- PE 0.0 7 12.0 5.4 15.5 21.1 0.176 TL 12.00 PV Pipe: 7 -40.8 1.049 PL 12.00 PF 8.2 7 12.0 5.4 15.5 21.1 15.1 100 FTG ---- PE 0.0 8 12.0 5.4 23.7 26.1 0.681 TL 12.00 PV Pipe: 8 -66.9 1.380 PL 12.00 PF 5.4 8 12.0 5.4 23.7 26.1 14.3 100 FTG ---- PE 0.0 9 12.0 5.4 29.0 28.9 0.447 TL 12.00 PV Pipe: 9 -95.8 1.610 PL 12.00 PF 4.9 9 12.0 5.4 29.0 28.9 15.1 100 FTG ---- PE 0.0 10 12.0 5.4 34.0 31.3 0.411 TL 12.00 PV Pipe: 10 -127.1 1.610 PL 2.00 PF 5.3 10 12.0 5.4 34.0 31.3 20.0 100 FTG T PE 1.6 19 8.4 0.0 40.9 0.0 0.693 TL 7.71 PV Pipe: 11 -21.4 1.049 PL 12.00 PF 2.5 11 12.0 5.4 15.9 21.4 7.9 100 FTG ---- PE 0.0 12 12.0 5.4 18.3 23.0 0.206 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/9/2006 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -44.4 1.049 PL 12.00 PF 9.6 12 12.0 5.4 18.3 23.0 16.5 100 FTG ---- PE 0.0 13 12.0 5.4 27.9 28.4 0.797 TL 12.00 PV Pipe: 13 -72.8 1.380 PL 12.00 PF 6.3 13 12.0 5.4 27.9 28.4 15.6 100 FTG --- PE 0.0 14 12.0 5.4 34.2 31.4 0.523 TL 12.00 PV Pipe: 14 -104.1 1.610 PL 12.00 PF 5.8 14 12.0 5.4 34.2 31.4 16.4 100 FTG ---- PE 0.0 15 12.0 5.4 39.9 33.9 0.479 TL 12.00 PV Pipe: 15 -138.1 1.610 PL 2.00 PF 6.2 15 12.0 5.4 39.9 33.9 21.8 100 FTG T PE 1.6 20 8.4 0.0 47.7 0.0 0.807 TL 7.71 PV Pipe: 16 -37.2 1.610 PL 12.00 PF 0.9 16 12.0 5.4 48.1 37.2 5.9 100 FTG ---- PE 0.0 17 12.0 5.4 49.0 37.6 0.071 TL 12.00 PV Pipe: 17 -74.8 1.610 PL 2.00 PF 2.0 17 12.0 5.4 49.0 37.6 11.8 100 FTG T PE 1.6 21 8.4 0.0 52.5 0.0 0.260 TL 7.71 PV Pipe: 18 -116.9 1.610 PL 10.00 PF 5.9 18 8.4 0.0 34.9 0.0 18.4 100 FTG ---- PE 0.0 19 8.4 0.0 40.9 0.0 0.593 TL 10.00 PV Pipe: 19 -244.0 2.067 PL 10.00 PF 6.9 19 8.4 0.0 40.9 0.0 23.3 100 FTG ---- PE 0.0 20 8.4 0.0 47.7 0.0 0.685 TL 10.00 PV Pipe: 20 -382.0 2.635 PL 10.00 PF 4.8 20 8.4 0.0 47.7 0.0 22.5 100 FTG ---- PE 0.0 21 8.4 0.0 52.5 0.0 0.482 TL 10.00 PV Pipe: 21 -456.9 2.635 PL 5.75 PF 11.7 21 8.4 0.0 52.5 0.0 26.9 100 FTG T PE 0.0 22 8.4 0.0 64.3 0.0 0.671 TL 17.51 PV Pipe: 22 -456.9 3.260 PL 137.75 PF 38.5 22 8.4 0.0 64.3 0.0 17.6 100 FTG T2L PE 0.0 23 8.4 0.0 102.7 0.0 0.238 TL 161.73 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/9/2006 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -456.9 4.260 PL 7.40 PF 4.9 23 8.4 0.0 102.7 0.0 10.3 100 FTG 2TBD PE 3.2 24 1.0 0.0 110.8 0.0 0.065 TL 75.06 PV Pipe: 24 FIXED PRESSURE LOSS DEVICE 25 1.0 0.0 113.8 0.0 3.0 psi, 456.9 gpm 24 1.0 0.0 110.8 0.0 Pipe: 25 -456.9 4.100 PL 90.00 PF 5.8 25 1.0 0.0 113.8 0.0 11.1 140 FTG T2LG PE 0.4 26 0.0 SRCE 120.1 (N/A) 0.042 TL 139.41 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50110271 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.075 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.9 ft/sec at pipe 21. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.100 10.93 21.86 6.56 24.04 13.11 2.19 21.86 21.86 21.86 4.260 13.17 26.33 7.90 28.97. 15.80 2.63 26.33 26.33 26.33 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/9/2006 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 DATE: 1/9/2006 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN O 0 N 0 O 0 0 0 N C' lD d' .-i co fir) '� C7 4 ' 0 C7 W a, cx W co cn 0 a 41 q-, co -H -- O CO N O 0 0 O 10 0 M O _ 0 O 0 O T � N r-1 1i a C7 O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/9/2006 C:\HASS77\E0601.SDF JOB TITLE: RIVERSIDE INN WATER SUPPLY CURVE 144+ 1 132\0 I\ 1 \ 1 \ 120+X \ I \ 1 I \ 108+ \ I \ 1 \ 1 P 96+ \ R 1 \ E 1 \ S 1 \ S 84+ \ U I \ R ! \ E 1 \ 72+ \ ( ! \ P 1 \ S 1 160+ I \ I \ 1 48+ I \ 1 1 36+ 1 1 24+ LEGEND 1 X = Required Water Supply 120.06 psi @ 706.9 gpm 12+ 1 0 = Available Water Supply 1 132.45 psi @ 706.9 gpm <-20.0 psi @ 5540 gpm Flow Test Point SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/8/2003 C:\HASS75\03011.SDF JOB TITLE: S. SEATTLE COMM. COLLEGE INSTR. TECH CTR. AREA #1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 0/0 • Global Project Values: SILEN"1 ProjectName: Riverside Inn 1 Standby Hqurs: 1 24 10 KNIGHT Project ID:j Alarm Mins: 5 Prepared By: I Roy Cats Derating Factor: i 1.1 580,' Calculations Date: 1/12/2005 Voltage Drop Warning Threshold % .l 10 Panel ID: 5808 Model: 5808 Add, Fire Alarm Control Panel Max MAC Current: 3.0 Amps Location: IMain Entrance Volts: 24 VDC Max Panel Current: 5.0 Amps Current Draw Wire AWG ohms Per Length(ft) Actual Volts © 0 Ckt.# Circuit Name Qty /oDrop Standby Alarm & Type 1000 Ft. One -Way, Ohms EOL 5808 5808 CTRL Panel 1 Addrsbl SLC Devices 5r 0.206 0.041 0.356 0.041 SLC -DEV 5860 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 ' 0.000 Other 0.000 0.000 Other 0.000 0.000 SD -Duct Duct Hsg w/Relay 0.000 0.000 5883 Relay Module 0.000 0.000 PGM -i/0#1 2nd Floor Mini Horns 0.000 0.090 #16 Solid 4.02 100 0.80 23.93 0.30% PGM -I/O #2 1st Floor East 0.000 0.768 #16 Solid 4.02 150 1.21 23.07 3.86% PGM -1/0 #3 !st Floor N/W 0.000 1.055 #16 Solid 4.02 150 1.21 22.73 5.30% PGM-I/O#4 1st Floor S/W 0.000 0.999 #16 Solid 4.02 150 1.21 22.80 5.02% Aux Power *1 # of NAC's Used 0.000 0.000 Total Standby Current (Amps) 0.247 3.309 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 5.934 0,276 Total Alarm AH Required Total Combined AH Required 6.21 Command Shortcuts Multiply By The D¢rating Factor 1.10 Minimum Battery AmpHours Required 6.$3 I Configure Circuits Print Page #1. Note: A value msut be entered if you have selected any NAC circuits as AUX Power. PAID JAN 18 2006 Tukwila Fire 2- S"11 tiu.t.ti r <yicn r Circuit Configuration Project Information Project Name: Riverside Inn Prepared By: Roy Cats Project ID: 0 Date: 1/12/2005 Ckt. Number PGM -I/O #1 Panel la Ckt. Name: 2nd Floor Mini Horns I/O Use 5808 Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 Gentex GX90-4 Horn 0.000 0.015 0.000 0.090 3 Unused 0.000 0.000 0.000 0:000 3 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.090 Ckt. Number: PGM -I/O #2 Panel ID: Ckt. Name: 1`st Floor East I/O Use: 5808 Notification Appl Circuit v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 Gentex HS24-110 Horn/Strobe 0.000 0.140 0.000 0.420 3 Gentex HS24-75 Horn/Strobe 0.000 0.116 0.000 0.348 3 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.768 Ckt. Number: PGM -I/0 #3 Panel ID: Ckt. Name: !st Floor N/W I/O Use: 5808 Notification Appl Circuit i v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 Gentex HS24-110 Horn/Strobe 0.000 0.140 0.000 0.420 4 Gentex HS24-75 Horn/Strobe 0.000 0.116 0.000 0.464 3 Gentex ST24-30 Strobe 0.000 0.057 0.000 0.171 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.055 .'II I\'l Circuit Configuration Project Information Project Name: Riverside Inn Prepared By: Roy Cats Project ID: 0 Date: 1/12/2005 Ckt. Number: PGM -I/O #4 Panel ID: Ckt. Name: 1 st Floor SAN I/O Use: 5808 Notification Appl Circuit v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 Gentex HS24-110 Horn/Strobe 0.000 _ 0.140 0.000 0.420 3 Gentex HS24-75 Horn/Strobe 0.000 0.116 0.000 0.348 3 System Sensor S2430 Strobe 0.000 0.067 0.000 0.201 1 Wheelock MB -G10 -24-R 0.000 0.030 0.000 0.030 0.000 0.000 Totals 0.000 0.999 /di') 1)4 A 'r /›.`)/ C�J4DP (a) -.5,b� 6: sibs ere' )t kz b's ft C14 04 a 3,� Wia j -Po) Vit/o T JILL t/pi,tc- L�2cru' iL - -F=n='1 PL evI„„,'1 -(...2)-6e60 o( a.3 1_ #t., ^-T C>V c 2 ) :90P- Alt)* Z-4 02-11o, i 1j 16/d y /- 7 Plit (�vCK-(1C06- e>...I, -. /VOA- e.e 1 (l) Cad -c.wu1 I- eat 14T / -(o; .y r r-Av r-.► i,-:: 3 0 ,. ;u ya" otr cc v �'�, - cayot2.1/Y C_ 12.11.-‘ .2,eo/zua eft - %.44 3.y4 .46 F0 -1c /(/"a//e /y J/tf`r (566 5 L 2RJ r sloe i Nr( d- Cass,yo /(10 riv1- tiuK-66,4 8c c1 - j O K wrLA� 1471;4511- N = yds-- 0190 - 9L0‘N- goAeva sp't 11-P 14060 INTERURBAN AVE S 06-S-069 (d.) rt u, -ira�i�� sc f /y4 J f 14,Q. g I - f 1 T` /610 44 Agig CCilICk.le41‘ ca-} - f2 ,4/c-':atYclu2 ®� 6-t, M .--Oce ‹-(7- LI) - /-Gvco,� Sys%Ci boy. Al if c U ST �Kowr C6 0/)- ,0A-ht-P.�- s h cd1 f'e'y (13- ccpss x .r - a ())- ,/,p�."-C- S ,l?./7'vA, 6/t P oI ncsi Cors crt, rki vwtPSSrs _. r2-446 - 01-4 PT 6, /3oo�- doe c,' 3 sy- /75 C A0-0- #0P'►0Lr b r. c p),, A9-- ra) J (?) -r ut4 (1) ,9 id.,ox- (1)- Thd c, LW°al-. Qb_wl�sr ._:s-- i77Pf " /66- 407- G -s O limp NE/ ri Fire ProtectkMn, Inc. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 800-691 : i 25(Phone) 425.353-4b4G(Fax) ToFACe )JAcY"Z 15t f c e. ViAST Navas Td 'Fvice Nuc."3 I sJ ftcce_ wt.) I+►e»s UP • �r Q�oTEE L. C,q ps 4ro9 ()TEC €: te lot Ike teri AREA OF SECOND FLOOR ABOVE. SECOND FLOOR SHOWN ROTATED SO DEGREES BELOW EXISTING EXIT 1' •SHIN 4400_8„ CFPS" . 01473 .tiUEL-N 00080 EXISTING EXIT Ofrir240,4›),* /,'w 11 111111111111111111 HOT WATER HEATER OLD RESTROOM fiOtt.M- --/-- .. _.// /w.. iii /rI J� f 4 4 " taw/ I.f.r I) APWAIIKEVAr / I// _.-- "SCOPE OF WORK" INSTALL AN AUTOMATIC FIRE ALARM `SYSTEM 1N A 0 - , r MIL (2.0% ` • / PLR-MINAWG -01 or, -0 ALL IRE TO BE 16AWG FOR NAC CIRCUITS. ALL STROBES80" TTO BE EAT AT ON BOTTOM, HORNS-, TO EEMINIMUM THROUGHOUT. ALL PULL ,Ar TC-•'-IL-A` 46" ON TOP. MONITORING VIA UL L , ; D.0 CENTER •-R STATION. ,�, ;: PLACE ASSURE A FULL SERVICE AG =;'E iE T IS l a PL TO 72 .�-.-� CE PER NFPA PROPER TESTTESTING/':'i•R>> +,f:.,6,�;.;:•,.,r..; : STANDARDS. ALL \A:0RK TO BE PERFORMED IN WORKMAN LIKE FASHION. ii••)STALJ TION IHALL MEET NFPA 72, UBC, UFO.C. WPC, IFC AND ANY LOCAL AL A H J GORES. A FULL PRE-TEST SHALLBECC�PLE7ED PRIOR TO CA!..I_ING Oki FOR FINAL ACCEPTPNCE TEST. FIRST FLOOR PLAN SCALE: 1/9' ■ I'-0' • lap El ir AY Fire Protection Inc. 1730GIBS4j LC--.4'r5 G WA 88204 /�G DRAWN 8Y CONT#FIREPL*021 ML EXP. 06/06 LI # CATS*RLO22CG EXR 06/06 SEATTLE FIRE DEPT# SCRC-9955 EXP. 07/ NICET#4-#097337 EXP. 10/ CFPS #1473EXP. 05 PROPERTY OF AND AU. RIGHTSRESq EQ'� FIRE PROTECTION, INC, DAT .d-.--- Fire Protecth , Inc. 1730 GIBSON ROAD EVERETT, WA .98204 (425) 290-9600 or 800-681-1125(Phone) 425-353-4546(Fax) 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. Tb ffm S1-1 FIRE PANEL SK -5808 O hn NAG t ~ 2I X !P— 2.'42 Fuzzy at f-bQi s —0 3-04x3- -• ISTS:Lbrit Pats Dace 'T54) 'MX r3 — 0 X 3-04 x i -X 1Uaooct. NM i -be• 754) 75& 30ta Erti TUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this job Na Oc-t--- 0/0 and exact address for shut., down or restoration approval, -Ox 3=04 xi- X x 3-Xx 1 - hoc. 7660 • 36t0 IA AJII iiAP' A74/ ilii%iii !4lliii iir�� – ✓iiia �l ii=i Ar X ACCEPTED • Wthout Comments As Noted In Red ❑ Per The Attached Letter B THROOM BATHROOM EXTERIOR WALL BELOW These plans have been reviewed by The Tukwila Fire Prevention Bureau for . onf rmance 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 subjectto field test and Inspection by The Tukwila Fire Prevention Bur -au. #Date: f_A0 -0� By. • N 'To EAU NAc,,I 1 2.N3 Fut !lac BATHROOM 1212 SEGONP FLOOR PLAN SCALE: 1/9' • 1'-0' SHOWN AT ROTATION OF W DEGREES TO Fnc2 �.C. -fa Fv^KS SLG t1e ,-koh it) w-uf'k- )v, coolers ) C'ee2-eesi Sfomst. rcow,S cihN dost+i 0 3 QSprinkler Low Air ❑ l Horn Strobe © Ceiling MT Horn Strobe ® Ceiling MT Strobe Only >( Strobe Only I Mini Horn ® 14" BeII Fire Panel Annunciator Remote Field Power Supply 1-;I Door Holder Smoke Detector Heat Detector Pull Station Water Flow Wet Water Flow Dry Sprinkler Tamper FACP ANNUN RFPS 14060 INTERURBAN AVE S 06-F-010 I ARCHITECTS, lNc. F.S. ARCHITECTURE PLANNING INTERIOR DESIGN GEORGE HANSON ARCHITECTS, INC. P.S. P.O. BOX 09827 SEATTLE, WASHINGTON 08139 Tel. (208) 728-8000 Fax (208) 728-8070 it z z I� 3270 REGISTER. D ARCHI EI T 1 GEORGE E. HANSON STATE OF WASHINGTON THE DESIGNS AND CONCEPTS !REPRESENTED BY THESE DRAWINGS AND/CR PRESENTATIONS ARE THE EXCLU- SIVE PROPERTY AND TRADE MARKS OP GEORGE MANSON ARCHITECTS AND MAY NOT BE USED OR COPIED WITH- OUT EXPRESS WRITTEN CONSENT OP GEORGE HANSON ARCHITECTS, INC. P .S. 204. IREVISIoNSsmommomm NO. DATE ITEM 8-18-05 GENERAL REVISION ,PRINIIL 11,1. Lof JAN 18 2006.1 Tukwila Fire ■SHEET TITLEmmummommo ARCH ITEGTURAL PLAN DRAWN CHECKED 1-1ANSON DATE August 9, 2005 PROJECT NO. • 1112.00 'SHEET NO.Essmommimmiam A-2.0 e N E E T: 2 OF 5 b /. 1/ NEP I by-701CW 1 /2 , ii. 0 0-y I 4-0 v 1 c -e 0 / - / 1- 0 //- "4 0 / 1- ca I - t .7 h7 t re i 1, •1 >... c . 1 1 fr, l 1,1 . ‘ , 0_6-7.--±"L i PA -.) 0-0---/ 15-0---; 1PY1-'t „r // #1/ o-®/ - IP+ i I // / • 0 7-0 1 / 1 i• I / /7 // , 1 0 1‘ ' L. nji I 1 I C -s -O -r / I - 0-0 11/4 /4r 5- L ®--0---7 - C') /- 0 / , J / 7,9er 0 itA / 9 • .74 7)/> • I 7. //- 1-0 I1/4- -o 14.4: , I Dtj / /142 /1- 01 / 9- 0 0-10-0 stIia.; Z-0 1.-° I 1 14-0 /-6. 1-0 /0- 0 • 0 1..0 4'f 11-0 0 / 6-0 Z0- 1-0 / 7- 0 T ? <-1 0-• k 11'1_ f= r3 ,Z! X 0 0 4-0 4-3' z T I 4_ - 1 / - ‘;.• 1/- /.EL) 7,0 ,1..',i 1-.?(tv .:',' - -- — I - ;) I i i k ,-- -,---,-: 0 i'3 1X• I I 1 ;) "...../ ! ,s• '1- .7_, 0 -3_ 0 L.L.I'll._,_z2.1.____i_, o L ; , 5%, - 2. -/(5-0 1 ::::, -12/-0 (4-r'''', -3-0 i'. I 1-. 1-7- a , 1.... i . ‹ ,0\° < ' C i I ' ' T ("1 0 c -,2LE/z 1 i cy 6, I Z -z : I ; t.'L ! • /•-• a_ ...-. fferi-1---T-C--' 1 I -,.. I H _; ,-/ / 1116-6) 1 .;-.0 3- 0 6- 01 ; S .0 , -z_ -0-/ --0- /"4 / 1 1 1 1 5-0 3-0 / 1 / / g4-0 - 0 / /1- 0 g 00/Y1 /3/ 11- 2) 0 140 \1 til‘r /1.'" 0 2- / 4 - 0 G s -0/ 8-0 •z- 6-0 ‘°-°j 1-;.7 z:01 _,PIP a 0/ 1-0 8-0 4-0 Se / Z- 8 EARTH QUAKE BRACE 5-0 GENERAL NOTES All material and equipment to be new and underwriters approved. Piping dimensions are end to end. (/- ) Earthquake bracing shall be provided in accordance with NFPA pamphlet number 13. Pipe hangers and method of hanging to be in accordance with NFPA pamphlet number 13. Piping shall be accordance with pamphlet number 13. Joining of pipe and fittings, threaded and welded shall be in accordance with pamphlet number 13. Owner to provide adequate heat to prevent water in pipes from freezing in areas protected by a wet pipe sprinkler system. Structural adequacy of the building to support the sprinkler piping is the responsibility of the owner and / or structural representatives. I 8-0 144. /0- I 1/7_ /0 - • I, / k 1/1,- O 0/ 4-0 23-0 0 0/ 1-0 1/- 0/ 114.1 r -o • -7 it '77 =_ 0 0 ' /0- 0 / / - 0 11-0 2 Z/- // 41 /-0 /1- 0,1V, I r 14 /-0 /1-0 /- 0 /0- 0/-0 ) r E 4_ CON< 1-0 / 0-- 1, 14 1."? /1-0,o-0 /-0 7-0 1/- 0 • /0- 0 11/.4 0_ Iiimmtolonims • r (-1.45 fro, 14,07 Ifra• ' Ill I lk 0 / .3.-& 3-6, ,`® 3-4> f° Po --113 /1-0 / 21- 07 .-2- i /JAL , 1 i 'AL / 21._ I . , / 4. i i : / i /- ® , i / 0 / ®0 / i 0 / 0 0 /0 /-0 \I li !I 4---(:,, . i-1. 40H 7..-, 4 0 • t • 4-0 g -0 -0 .• e -0 I ! Nit i t 1 1 1414 fr_o .___L___L4._,____0 _ - Z - 0 / Z- //- ; 33 //- 0 3 /1-0 1/ VT' 1 1 1 1 i 0 71 .1 -i -C).--------? i 1-0 //- 0 / -2 /-0 /0- 0 /0-0 1 it 14- 11/1- 0 / 0 4-0 8-o 4- 0 '13 v on '• 3-0 9, ORb/ V/9 7 ?4:-/Z /30 //t /7,A1 X . /0. S7'4.- - LIS Rcs"-S, z0 PS/ 9-T::404-7 /chi 7 ,C C7:0 11 r, frrl. /0/ (ntir.44,Cz -CL/S, ; 4. 90 ' HANGER LEGEND A U -HOOK COACH SCREW ROD BEAM -CLAMP & RET. STRAP EYE ROD KWIK BOLT FLUSH SHELL G , SIDE BEAM BRACKET (#58) 11 STD. SIDE BEAM BRACKET UNISTRUT & CLAMP U -BOLT L -BRACKET MACHINE THREAD ROD TOGGLE BOLT POWER CEILING FLANGE LONG STRAP SHORT CLIP TRAPEZE (SEE DETAIL) PIPE STAND WRAP-AROUND U -HOOK X RISER CLAMP -5-f9.M'fr/ Y 7- 0 LL" /9//2 Z1- 50 X -7-y. 0 0 v- /9ifz- 4L- '•:..-wcz- . z /c7-0' 1-0 /6,- 0 1" 3 7- 1 1/- /A-1// TY; • 0 1-0 1... -- qk NI 1 <1H 35-42 C,g7" 0/ : 7 7/;//-;?-.."- f.1 - _ 1\)// z1L. 4- A- '/3' 7:7 _3 / 4 , 1c;41G 90 so° (.0 g- 0 '- 7-0 3-0 -0 4. fit 5-0 /s - 00 / So 1- \l/ 10-5 1 • 0 / ; / - 0 4 1:7 omet,/ - /-z- <Z P4-00/ /4:14/9/1} ,:,-- .3 1%4 / 0-0 /-0 7-0 /-0 1, 9- 0 /71.e0 (A, t/0/L) 9_ o 1 ! 0, "1.3 o6 lz-9 ; I cEt -0 0 01-G o - 3- 0 8-o 0/ .47 1-0 • ; i r vt /0-6//,_ c4: I 0)----p AG ,II 31 0 8-1 //- 1 vs ; 1 b - ‘' I / 0 i. /0 ,1). (9---. ,• •••-•- -1., i: , ' ji - / 0 ('3-0) 5'6 1-0 9 -ea 1-4 1-0 /0-0 i1/4 I et• ;•,) !"•1 77 d 9-0 1kz. -0 ®/ t,-2 z0 s-- 0 • I D 4 iv 1y4 - /0 '0 (.0 %-x. -0 z -o 7-0 1-0 /9Fic N i i ___1_c.2_ a ii *,,,..,4, / -- 11- 1 h i 3 Trl ir- & - 0 / 0 „-o 1 Lcr 3,43 •-••• r tr N O• . 4711 / 10 1.0/ & "0 i al- Q-0 0 /-0 0 ,4 1 '"1-• 5- 0 -0 1-0 0 4. 14 1-0 =IL tzi 174 /0-0 7-- 0. 3 I " • - •-• J194 >/•) ,' 4i1 4 X A E. -.j bk, 7- -;, • 7-/- ac3 - - - 7 ) ':1 0 ‘,11 4(7 to• 7) V (0-7) /-z ....v • i , r‘i 0 1.(1) .4 /0 5/ Z.) • /7;1 , i t ri 1",o '30 , • , 0 ,.)--N ict I.- . °P-1‘) \ I- c.„--/-/,, g -Io /0' 0 •0 /-0 1-$ (r, • 4 ;(1 510,-0 /- a • /- zwsrmi.6 3/i//, --4&Z:/ 16C 0 < 10 >4, /.1 01!. ) < ) r , 11) SfJL (10) 55i/ f (Z2.) ItS " Z A/0 • — - - 0 ; 2/4- 0- 7// ' //z 7 -L-A f/scni • ot," • • (ft/ 4-A- J 7/_?... --41 1.I /L'//3 aOOL' ACCEPTED Without Comments As Noted ln 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 odinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void thie,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. - - Date: - / 2- o By: 311' FPOL,-xc 140 h 14-0v-e/A !(ed rUKWILA FIRE DEPARTMEW Please call: 575-4407, and give this job No. 0(0-80 ?`"1 and exact address for shut. down or restoration apnroval vcd ve- a‘,01 Ex-te,J cov-e-c5/ 4t,c't qrectS 01 tat Co•A C.c.ctjc 51)4.1-tS -ey- NFP.A I 3 . E4e4 cocct ,e,'"3 4-0 14•11--Isc.4"-TOLN 1-ced &,'-c\-\-.`-- o d13. — IOt.- ft.L s'' j 47 0 .V.1/ --co 0 L-ezt„,A 14060 INTERURBAN AVE S 06-S-074 SPRINKLER INFORMATION CANOPY INFORMATION SYMBOL QUANITY TEMP MFR. MODEL TYPE FINISH ORIF. MFR. MODEL FINISH 0 2.0 0 /5317' 4/e /45.4, S.S& k9 /7 0 ZaO • zo 9 4./ c,YROA-0, /./ .9a/ 1/ C4//e0/71e" fis z -ti TOTAL: 398 FILE COPY 1e/ VR_s/c)L-- /A -/A/ /4' 6 0 pv 7Z7Z ?fizz?, /7 /t / J9V. S VG/3 rMER FIRE SPRINKLER SPECIALISTS 11021 CRAMER RD. K.P.N. EMERALF980MR GIG HARBOR, WA 98329 PHONE 857-2056 DATEI DRAWN! "A REV! 2/7/06 SHEED / /