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HomeMy WebLinkAboutPP - 13303 57TH AVE S - HIGH COUNTRY HOMES / LOT 5 RESIDENCE - PERMITS AND PLANS13303 57TH AVE S ASSOCIATED PERMITS D12-373 13-5-154 INSPECTION NUMBER INSPECTION RECORD Retain a copy with perm PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: W i I C.),Arrkt PiD fr �e S g Type of Inspection:IIl S ; r r�e Fit p�^ l /Rre ir'l /Leici Address: Suite #: / 3303 sitih 4.., 5 Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: // )e.ill ger ?vrm(-)--- tOrz /I -- je Monitor: Pre -Fire: le; rc.. F, 4t,1 — (,,, lei-vz._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorer5 ( f J jj; -y Date: 1drili g Hrs.: ,...s--- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per' (9iit„N) Om,- 373 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: bNt�-S Lf. 5 a► l Fire Alarm: Type of Insp ion: �- 0 r I 4)v -e/' Address: ( s 3 b Suite #: .sea -g‘ s Contact Person: Special Instructions: (1 Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 014- 0 et— gu,c.40l- -rv234-- as crate 42( ah Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pvl Date: 0 )//-2) Hrs.: i_, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 Job Name : HIGH COINTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H Drawing Location : 13303H AVE S TUKWILLA WA Remote Area : Contract : 121218-05 Data File : 121218-05 HIGH COUNTRY HOMES TUKWILLA LOT 5.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A;Pex Design Services, Inc. -EP Page 1 HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Date 12/18/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - HIGH COUNTRY HOMES TUKWILLA LOT 5 Location - TUKWILLA WA Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 121218-05 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 12-18-2012 S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi D E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: x 16 - 0 Gpm Gpm - 116 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make SENJU SPRINKLER Model RC -RES -S2 Size 7/16 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.3676 Summary C -Factor Used: Psi Required 71.23 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) M ea 0) c w t0 a N 0 m 0) 3 tly 0 5 W EW v) ci o re F Z 00 00 0)) a_ M)oNM GccoN 66 ^ 0 e v c 3N,E cIa wave') c 2EEEE°) ofsoki W v') 'D>. ) 0) CONN OM cp em000=0V) E N t� M N 0 N COD 0 c00 0 00 c0 0 0 d Ce W (1) CD 0 C W O 10 O O O 10 M 0 N 0 0 N 0 I) 0 0 O M Fittings Used Summary M 2 C) 2 C 0 t0 0 V N U a`°) H O J 5 J_ w v0 } Cev)cZ To0 Nct a= 1 - M N (0 I- N-OOO O 49-000 490T- • 0 0 0 0 0 10 M n r- o 0 0 NCD800O N 0 N '049000 W 0 O) 0 0 0 0 � VI OD 0 0 0 N 4) • N N 0 0 0 O 0 • N N 0 0 0 n C - .- O O O 49 N- <O�r'OOO 49 0 c0 ��—C ---'-N M%—mN-Oa N.-4)eN-�N N N N N.-O)MN� wOf- — 55 Units Summary t N 0 s cap 2 O. • ° • a 0 to c0 -p Nw(7 C c��a Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Page 4 Date 12/18/2012 SUPPLY ANALYSIS Node at Stat/c Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.944 26.37 71.231 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 116.0 T.37 116.0 H.8 116.0 T.44 116.0 H.20 116.0 H.27 116.0 H.25 116.0 H.29 116.0 T.51 116.0 T.46 116.0 T.48 108.0 T.47 108.0 S.1 104.0 PRV 100.0 MTR 100.0 STR 100.0 T.38 116.0 H.7 116.0 T.39 116.0 T.40 116.0 T.41 116.0 H.13 116.0 H.16 116.0 T.43 116.0 T.49 116.0 T.45 108.0 H.5 116.0 T.30 116.0 T.36 116.0 T.32 108.0 H.4 108.0 T.31 108.0 H.11 108.0 H.23 108.0 H.3 116.0 H.2 116.0 T.34 116.0 T.35 116.0 T.33 108.0 H.12 108.0 H.19 108.0 H.21 108.0 4.9 7.0 12.96 8.05 8.15 8.5 8.62 9.02 9.18 9.61 9.86 10.7 15.12 15.48 26.89 41.36 57.47 71.23 7.31 7.41 7.84 7.93 8.12 8.6 9.74 9.83 10.4 14.9 7.84 7.83 8.45 13.34 13.47 13.51 14.29 14.73 4.9 7.48 13.4 7.97 8.06 8.64 13.37 13.52 13.73 13.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Page 5 Date 12/18/2012 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 H.26 T.50 H.17 H.24 H.6 H.15 T.42 H.14 H.18 H.28 H.1 108.0 108.0 108.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 14.05 14.25 14.42 9.84 9.85 13.4 13.63 13.67 13.76 13.87 14.23 13.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 6 HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Date 12/18/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.9 6.97 0.862 1 Utr 2.0 17.000 7.000 to 150.0 1 Utb 17.0 16.000 0.0 T.37 6.97 0.0319 0.0 33.000 1.052 T.37 to H.8 -1.63 5.34 0.862 150.0 0.0194 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 8.052 0.0 0.097 H.8 to T.44 0.0 5.34 0.862 150.0 0.0195 1 Utr 2.0 0.0 0.0 16.000 2.000 18.000 8.149 0.0 0.351 T.44 to H.20 0.0 5.34 0.862 150.0 0.0193 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 8.500 0.0 0.116 K Factor = 4.90 Vel = 3.83 Vel = 2.94 Vel = 2.94 Vet = 2.94 H.20 to H.27 0.0 5.34 0.862 150.0 0.0195 1 Utr 2.0 0.0 0.0 19.000 2.000 21.000 8.616 0.0 0.409 Vel = 2.94 H.27 to H.25 0.0 5.34 0.862 150.0 0.0195 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 9.025 0.0 0.156 Vel = 2.94 H.25 to H.29 0.0 5.34 0.862 150.0 0.0195 1Uel 11.0 0.0 0.0 10.000 12.000 22.000 9.181 0.0 0.428 Vel = 2.94 H.29 to T.51 0.0 5.34 0.862 150.0 0.0195 0.0 0.0 0.0 13.000 0.0 13.000 9.609 0.0 0.253 Vel = 2.94 T.51 to T.46 0.85 6.19 0.862 150.0 0.0255 1UeI 11.0 1 Utb 17.0 0.0 7.000 26.000 33.000 9.862 0.0 0.843 Vel = 3.40 T.46 to T.48 0.0 6.19 0.862 150.0 0.0256 1 Utb 17.0 0.0 0.0 23.000 14.000 37.000 10.705 3.465 0.946 Vel = 3.40 T.48 to T.47 8.24 14.43 0.862 150.0 0.1227 1Utr 2.0 0.0 0.0 1.000 2.000 3.000 15.116 0.0 0.368 Vel = 7.93 T.47 to S.1 11.94 26.37 0.862 150.0 0.3736 1T 7.528 9.000 15.484 1 Utb 17.0 16.904 1.732 0.0 25.904 9.678 Vel = 14.50 S.1 0.0 0.862 2E 7.528 5.000 26.894 to 150.0 0.0 2.323 11.732 PRV 26.37 0.3738 0.0 7.323 2.737 * Fixed Toss = 10 Vel = 14.50 PRV 0.0 1.61 2E 12.089 50.000 to 150.0 0.0 12.089 MTR 26.37 0.0178 0.0 62.089 41.363 15.000 1.107 * Fixed Toss = 15 Vel = 4.16 MTR 0.0 0.785 1E 2.387 15.000 to 150.0 1T 4.773 8.353 STR 26.37 0.5893 1G 1.193 23.353 57.470 0.0 13.761 Vel = 17.48 0.0 26.37 71.231 K Factor= 3.12 H.9 5.99 0.862 1 Utr 2.0 11.000 to 150.0 0.0 2.000 T.38 5.99 0.0241 0.0 13.000 7.000 0.0 0.313 Vel = 3.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Page 7 Date 12/18/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.38 0.0 0.862 1 Utr 2.0 2.000 7.313 to 150.0 0.0 2.000 0.0 H.7 5.99 0.0242 0.0 4.000 0.097 H.7 0.0 0.862 1 Utb 17.0 4.000 7.410 to 150.0 0.0 14.000 0.0 T.39 5.99 0.0241 0.0 18.000 0.434 T.39 0.77 0.862 1 Utr 2.0 1.000 7.844 to 150.0 0.0 2.000 0.0 T.40 6.76 0.0300 0.0 3.000 0.090 T.40 to T.41 0.0 6.76 0.862 150.0 0.0302 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 7.934 0.0 0.181 T.41 to H.13 0.0 6.76 0.862 150.0 0.0301 1Uel 11.0 0.0 0.0 4.000 12.000 16.000 8.115 0.0 0.482 H.13 to H.16 0.0 6.76 0.862 150.0 0.0302 1Uel 11.0 0.0 0.0 26.000 12.000 38.000 8.597 0.0 1.146 H.16 to T.43 0.0 6.76 0.862 150.0 0.0303 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 9.743 0.0 0.091 T.43 to T.49 -0.84 5.92 0.862 150.0 0.0235 1 Utb 17.0 0.0 0.0 10.000 14.000 24.000 9.834 0.0 0.564 T.49 to T.45 0.0 5.92 0.862 150.0 0.0235 1 Utb 17.0 1Uel 11.0 0.0 18.000 26.000 44.000 10.398 3.465 1.035 Vel = 3.29 Vel = 3.29 Vel = 3.72 Vel = 3.72 Vel = 3.72 Vel = 3.72 Vel = 3.72 Vel = 3.25 Vel = 3.25 T.45 6.02 0.862 1 Utr 2.0 4.786 14.898 to 150.0 0.0 2.000 0.0 T.47 11.94 0.0864 0.0 6.786 0.586 Vel = 6.56 0.0 11.94 15.484 K Factor = 3.03 T.39 -0.77 0.862 1 Utr 2.0 7.000 7.844 to 150.0 0.0 2.000 0.0 H.5 -0.77 -0.0006 0.0 9.000 -0.005 Vel = 0.42 H.5 to T.30 0.0 -0.77 0.862 150.0 -0.0005 1 Utr 2.0 0.0 0.0 11.000 2.000 13.000 7.839 0.0 -0.007 T.30 to T.36 8.26 7.49 0.862 150.0 0.0364 1 Utb 17.0 0.0 0.0 3.000 14.000 17.000 7.832 0.0 0.619 Vel = 0.42 Vel = 4.12 T.36 to T.32 0.0 7.49 0.862 150.0 0.0364 1 Utb 1Uel 17.0 11.0 0.0 13.000 26.000 39.000 8.451 3.465 1.420 Vel = 4.12 T.32 to H.4 -4.12 3.37 0.862 150.0 0.0083 1 Utr 2.0 0.0 0.0 14.000 2.000 16.000 13.336 0.0 0.133 Vel = 1.85 H.4 0.0 0.862 1 Utr 2.0 3.000 13.469 to 150.0 0.0 2.000 0.0 T.31 3.37 0.0084 0.0 5.000 0.042 Vel = 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 8 HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Date 12/18/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.31 2.65 0.862 1 Utr 2.0 16.000 13.511 to 150.0 1 Utb 17.0 16.000 0.0 H.11 6.02 0.0243 0.0 32.000 0.779 Vel = 3.31 H.11 0.0 0.862 1 Utr 2.0 16.000 14.290 to 150.0 0.0 2.000 0.0 H.23 6.02 0.0243 0.0 18.000 0.438 Vel = 3.31 H.23 0.0 0.862 1 Utr 2.0 5.000 14.728 to 150.0 0.0 2.000 0.0 T.45 6.02 0.0243 0.0 7.000 0.170 Vel = 3.31 0.0 6.02 14.898 K Factor = 1.56 T.30 -8.26 0.862 1 Utr 2.0 6.000 7.832 to 150.0 0.0 2.000 0.0 H.3 -8.26 -0.0438 0.0 8.000 -0.350 Vel = 4.54 H.3 13.40 0.862 1 UeI 11.0 15.000 7.482 K Factor = 4.90 to 150.0 0.0 12.000 0.0 H.2 5.14 0.0181 0.0 27.000 0.490 Vel = 2.83 H.2 0.0 0.862 1 Utr 2.0 3.000 7.972 to 150.0 0.0 2.000 0.0 T.34 5.14 0.0182 0.0 5.000 0.091 Vel = 2.83 T.34 1.63 0.862 1 Utb 17.0 5.000 8.063 to 150.0 0.0 14.000 0.0 T.35 6.77 0.0303 0.0 19.000 0.575 Vel = 3.72 T.35 0.0 0.862 1 Utb 17.0 16.000 8.638 to 150.0 1 UeI 11.0 26.000 3.465 T.33 6.77 0.0302 0.0 42.000 1.269 Vel = 3.72 T.33 -2.65 0.862 1 Utr 2.0 10.000 13.372 to 150.0 0.0 2.000 0.0 H.12 4.12 0.0121 0.0 12.000 0.145 Vel = . 2.27 H.12 0.0 0.862 1 Utr 2.0 16.000 13.517 to 150.0 0.0 2.000 0.0 H.19 4.12 0.0121 0.0 18.000 0.217 Vel = 2.27 H.19 0.0 0.862 1 Utr 2.0 7.000 13.734 to 150.0 0.0 2.000 0.0 H.21 4.12 0.0120 0.0 9.000 0.108 Vel = 2.27 H.21 0.0 0.862 1 UeI 11.0 5.000 13.842 to 150.0 0.0 12.000 0.0 H.22 4.12 0.0121 0.0 17.000 0.205 Vel = 2.27 H.22 0.0 0.862 1 Utr 2.0 15.000 14.047 to 150.0 0.0 2.000 0.0 H.26 4.12 0.0121 0.0 17.000 0.205 Vel = 2.27 H.26 0.0 0.862 1 Utr 2.0 12.000 14.252 to 150.0 0.0 2.000 0.0 T.50 4.12 0.0121 0.0 14.000 0.169 Vel = 2.27 T.50 4.12 0.862 1 Utb 17.0 2.000 14.421 to 150.0 0.0 14.000 0.0 T.48 8.24 0.0434 0.0 16.000 0.695 Vel = 4.53 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 9 HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Date 12/18/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 8.24 15.116 K Factor = 2.12 T.37 1.63 0.862 1 Utr 2.0 3.000 8.052 to 150.0 0.0 2.000 0.0 T.34 1.63 0.0022 0.0 5.000 0.011 Vel = 0.90 0.0 1.63 8.063 K Factor = 0.57 T.43 0.85 0.862 1 Utr 2.0 10.000 9.834 to 150.0 0.0 2.000 0.0 H.17 0.85 0.0007 0.0 12.000 0.008 Vel = 0.47 H.17 0.0 0.862 1 Utr 2.0 17.000 9.842 to 150.0 0.0 2.000 0.0 H.24 0.85 0.0006 0.0 19.000 0.012 Vel = 0.47 H.24 0.0 0.862 1 Utr 2.0 10.000 9.854 to 150.0 0.0 2.000 0.0 T.51 0.85 0.0007 0.0 12.000 0.008 Vel = 0.47 0.0 0.85 9.862 K Factor = 0.27 T.32 4.12 0.862 1 Utr 2.0 3.000 13.336 to 150.0 0.0 2.000 0.0 H.6 4.12 0.0122 0.0 5.000 0.061 Vel = 2.27 H.6 0.0 0.862 1 Utr 2.0 17.000 13.397 to 150.0 0.0 2.000 0.0 H.15 4.12 0.0121 0.0 19.000 0.229 Vel = 2.27 H.15 0.0 0.862 0.0 4.000 13.626 to 150.0 0.0 0.0 0.0 T.42 4.12 0.0120 0.0 4.000 0.048 Vel = 2.27 T.42 0.0 0.862 1 Utr 2.0 5.000 13.674 to 150.0 0.0 2.000 0.0 H.14 4.12 0.0120 0.0 7.000 0.084 Vel = 2.27 H.14 0.0 0.862 1 Utr 2.0 7.000 13.758 to 150.0 0.0 2.000 0.0 H.18 4.12 0.0121 0.0 9.000 0.109 Vel = 2.27 H.18 0.0 0.862 1 UeI 11.0 18.000 13.867 to 150.0 0.0 12.000 0.0 H.28 4.12 0.0120 0.0 30.000 0.361 Vel = 2.27 H.28 0.0 0.862 0.0 16.000 14.228 to 150.0 0.0 0.0 0.0 T.50 4.12 0.0121 0.0 16.000 0.193 Vel = 2.27 0.0 4.12 14.421 K Factor = 1.08 T.33 2.65 0.862 1 Utr 2.0 7.000 13.372 to 150.0 0.0 2.000 0.0 H.1 2.65 0.0053 0.0 9.000 0.048 Vel = 1.46 H.1 to T.31 0.0 2.65 0.862 150.0 0.0054 1 Utr 2.0 0.0 0.0 15.000 2.000 17.000 13.420 0.0 0.091 Vel = 1.46 0.0 2.65 13.511 K Factor = 0.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A Pex Design Services, Inc. -EP HIGH COUNTRY HOMES TUKWILLA LOT 5 - Two Head Calculation (H.9 & H.3) Page 10 Date 12/18/2012 Hyd. Qa Ref. Point Qt Dia. Pf/Ft Fitting Pipe Pt Pt or Ftng's Pe Pv Eqv. Ln. Total Pf Pn Notes ****** Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5l 'PLY: 51'A11C P51: 90 1E510111L P51: 85 FLOW GPM: 300 5' Of 1" Aotwex FROM TEE PRV TO 5.1 50' Of 1-1/ 2" POLY FROM 11f AttR- 3/ 4" tem � I 15' OF 3/ 4" COPPER FROM TEE 511ET 1" PRV WASP 5 VICE writ N,1'.5. IWV 2 MAD MO51' WORALLICALLY RV IEA125 IfIV # GPM PIE5511T ITQ'n AT STREET H27 18 62.93 N,9 & JO 26 11.23 O Without Comments fir As Noted in Red 0 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 ornisslons which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of des r}:: rests totally with the designer. Additions, de.letiol or r1`visions to these drawings after this dzitc. will void :;7;• acceptance nc' and el require a resubmRtt 1 1„` f z v!;ed1 drawings for, subsequent approval. • Final acceptance is si.iblect to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (v'ot8-I f. *b 14y0 retv;,rea. Bt, ,4(flow)+'csrtrv�rea. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit NO. and exact address for shut- down or restoration approval 6.5.3 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. NFPA TA131. n151ANCE5 HHOM 1-1W 501.1105 IEA'' 501 Or37INARY N. INT RMWIAT P 1 N. 5112 OF P11 PLALE 36” 12" PROW Of PIITPLACE 60" 36" W000 MENIN6 STOW 42" 12" mai RANGE 18" 9" WALL oveN 18" g" 1401' AIR PLLE5 18" 91' UNIN51L.A1 n I A RiC1'5 18" 9" UNIN5lLA1n NOf WA1R PIPP5 12" 6" SSnE Of NOT AIR PIFFOR 24" 12" PRONE OF HOT A1R PIPPI.IV 36" 18" Her WATER IEAIER 6" 3" Fl 6" 91 OW -250W Lair NUM 6" 9' 250N -499W 1.1614T mare 12" 6" MUL11 PPUE PO5FLOW 5WI1tH 1N5rAI-LA110N N11'151 6" ALAN MlI 10 6E L0CA' ON AI717M55 51DE G� PULING --- RC -5-I6 kC-5-1652 %N,.1U MIER Mozial RG -65 Pim P Qh lc 22 K-4.9,1551=',1/ I6" Ortflce, Magnin 5packtq I6'x16' 5prtnkler head demaid: 13 cpn 1 SAN, I SPKINCLrR Model 12C -1T5 -52M-1:55 Flat Gorreeled PertrM Quid( i?espui e - - 2 K -4.9,155r, // 16" Orifice, Maxim 5pacirei 161)(16' 5prnkler head demand: 13 cpn @ 1 ® ---4 RC -5-I8 VK -160-200 .-� S�N�I SPRINK - Model 1X-1T5M-IZE5 Flat Careeed Pendent Quick Reepaxe K-4,9,1551'',1/ 16" Orifice, Maxim 5pacrq 18'x18' Sprinkler head demand:18 clam (a13,5 VK -160-200 PRY II't it 51'INI I2 ,E3/0>t5/ ' XC)X OFTIONAL rr- MANUF. NA r. GAS I METAL FIi =PLACE I INSTALL IF7S'R MFF SPECS. I\ 1H15 arees1en LAYOUT I5 8A1>R12 UPON lNFORMA11ON mower 5Y 011ER5, CNANGZ5 IN cowman a MIS CONVIVON5 MAY caw 1AMK,H MAY RP,QUIZR CNANCe51'011 LAYOUT, 11'15 if RE5PON5151LITY OP a IN51'ALLER 1'O N011FY APEX 17R5115J %kovicRS OP SUCH CHMIGE5. conWcnoNs L 3/0;:(3 /0 FX 0/0x6/0 XO 3/0<6/0 /0 F>< ✓lam '7-71A OPTIONAL 10/0X5/0 /0x1a/0 ><O EcP. S RC -5-16 OPTIONAL auto-- INS MFG. GAS t" IETAL FiFEF• DACE INSTALL PER 1Pl` SPECS. SINK OPTIONAL ku UILT-INS 100 CFM E.P. VTOS KIT( HN �' 11Ccal QF-HGa.� L „, H22 H t�T c:'<' .77his/n!/1,/ ;NIT I ,-1,111\1 PAIL 34'-3S° vE 1,r aA) NOSING. - u:a 1"217 UiST 4Ii I. TECT I ON iEl.. 1302.1 RC -Z5-6 J1. S' TUE W/ MIN. SOL OD,STEE 0 MIN. r ID COI 'E DOO TED H126 col I--1IIJI-I NOTF.9 PROVIDE LXPAASION - i 'i?.®VIDE SIrISM1c . ST - TP; V TO TERi-IINA`rE - PILOT r; CONTROL: TO EC-. 15' MIN. 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