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HomeMy WebLinkAboutPP - 11736 40TH PL S - CALLIDUS DEVELOPMENT - PERMITS AND PLANS11736 40TH PL S ASSOCIATED PERMITS 14-5-235 D14-0152 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 complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: \ \-13LQ Q '-\ O\" ` ' . S Suite Number: Floor: Tenant Name: ' New Tenant? [j]- Yes ❑ - No Property Owner's Name: oy\ \ \�A5 d?t(YQ 1 * Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: v cDs tl \ -c4 'c\(\ ‘\ V\ -t\ Day Telephone 0 —A 03 • \ v'— Company Name: WaS C Q Ck \ 4 w, \\ 9 \n Mailing Addi::,s: \c\ s\iN 1 1\-R- 1 1 1 -V\R0)`-'V 1 (Z -Z City 2 tat Zi E-mail Address: � lie �J'- Q 1 CA. `y\ ax NNumber: J lQ O ' -) -v6ks (to Total number of new/relocated devices or sprinkler heads: Z Z ` Y� Valuation of Project (contractor's bid price): $ C1 rV Scope of Work (please provide detailed information): \(\t \1\) UM CAAY\ \ Y� c)\ ' \\(\ \<,\e \Y\a \\CA v U1 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 Pt RMIT. BUILDING NER OR AUTHORIZED AGENT: Signature: Date: 1b 6.1 Print Name \SV lON S\ ` Day Telephone:%l (� �� \ MR) " Plan Permit Appdoc 1/2/13 TFD FP Form 8 3 INSPECTION RECORD Retain a copy with permit /Y -s - INSPECTION NUMBER 'roma. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ;el s Sprinklers: Type of In ection: /14W Address://� � Suite #: ! � � fiL� . iU Contact Person: Special Instructions: Occupancy Type: Phone No.: �J,Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'f./4 /4%73 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspect Date: cAgy/S Hrs.: / / $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 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 1y--3- ass- big- d IS -8 PERMIT NUMBERS Project: C�ih' ius Z7 ( Type of Insp /on: 51•// Address:Contact Suite #: 1 n 3(0 (10.11- K S Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Afor- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1s-- 3 Date: y/Zs//S— Hrs.: (. 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe unit ob PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje Key �d-Qrice_ I Sprinklers: Fire Alarm: Type of Inspection: SIP o 0�-�-//-4*o fLv� r 0 Address: x/73 b 404,4 Suite #: 90/ S Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: dK Cove r - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Drawing Location : 11736 40TH PL S TUKWILA WA Remote Area : Contract : 141009-02 Data File : 141009-02 11736 Callidus Plan 2711.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Page 1 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 HYDRAULIC DESIGN INFORMATION SHEET Name - 11736 CALLIDUS PLAN 2711 Location - TUKWILA WA Building - Contractor - WESTCOAST PLUMBING Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 10-09-2014 System No. - Contract No. - 141009-02 Drawing No. - Non -Combustible Ceiling Height 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 Listed Pres. at Start Point - 7.04 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added S I G N Additional Flow Added Elevation at Highest Outlet - Note: 13 Gpm Psi x 16 0 Gpm Gpm 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make SENJU SPRINKLER Model RC -RES Size 7/16 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.1893 Summary C -Factor Used: Psi Required 74.33 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 100 R Residual (Psi) - 95 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) 1:0 0$ a0 0 06 0) 2 c O N 0 U 0 v a) 2 H z N 8a (i)• 0 0 J 00 0 Xo Wc+) Q• � coco CO O N N y 3 ^E ova) cllac0c m aE E ai v) w aas OM co 000I0cl) E a) 0 O O o to to 0) C+) • ''y3 y O CL LL I. 72 72 co O�re 3000 0 0 V"' D . 0 0 0 d' M 0 0 0 0 0 0 0CO. 0 0 CO Nr 0 0 0)O a r w u cn D c w O 1 0 O O 0 M 1.0 CD 0< oZ 0 -J LL. O 1.0 N O 0 N 0 0 O Fittings Used Summary V' N 0 N ao N 0 W CO N a) a E c m dZ J C u -a .- CO N CO. -'000 0'0 (0 r- •- 0 0 0 O O . �.-0)000 0 va3 (0000 Mnn000 n 0 NCO CO 000 N 0 N X4)0000 O Cf) 1- a 01000 0 '— CO CO 000 N to .- N N 0 0 0 O O .- N N 0 0 0 co 1- •- 0 0 0 N CO ' ' 000 )1J 0 CO V. N �I N r lA N ,-n U C 3 i 3 Ca 3 w P a 2 o ai a s a)) co o) I- I- � 0 1)) ' aa)) aa)) 'c 0 aaa C LL 7 7 7 O 0 D•G• • • w(Di-DDD Units Summary Flow Summary - NFPA 2007 A-PEX Design Services Page 4 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & I•1.20) Date 10/9/2014 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.945 26.19 74.331 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 124.0 H.4 124.0 T.36 124.0 T.33 116.0 T.34 116.0 T.26 108.0 S.1 104.0 PRV 100.0 MTR 100.0 STR 100.0 H.20 124.0 T.38 124.0 T.39 116.0 T.37 108.0 T.28 108.0 T.27 108.0 H.11 124.0 T.41 116.0 H.19 116.0 T.43 116.0 H.22 116.0 H.21 116.0 H.18 116.0 H.10 116.0 T.29 116.0 H.14 116.0 T.32 116.0 T.25 108.0 H.8 108.0 T.30 116.0 H.7 116.0 H.3 116.0 H.2 116.0 T.23 116.0 T.40 108.0 T.42 108.0 H.17 108.0 H.13 108.0 H.12 108.0 H.5 108.0 H.6 108.0 H.1 108.0 4.9 7.04 13.0 8.64 10.17 17.38 17.51 22.9 28.66 33.95 57.8 74.33 4.9 7.24 13.19 10.06 16.53 21.29 22.0 22.2 10.11 17.32 17.41 17.47 17.49 17.54 17.6 17.7 17.81 17.38 17.5 21.56 21.86 17.52 17.55 17.64 17.75 17.78 21.31 21.32 21.34 21.37 21.4 21.44 21.47 21.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Page 5 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 108.0 21.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 6 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 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 9.73 0.862 1 UeI 11.0 13.000 7.040 K Factor = 4.90 to 150.0 1 Utr 2.0 14.000 0.0 H.4 9.73 0.0591 0.0 27.000 1.597 Vel = 5.35 H.4 0.0 0.862 1 Utr 2.0 24.000 8.637 to 150.0 0.0 2.000 0.0 T.36 9.73 0.0591 0.0 26.000 1.537 Vel = 5.35 T.36 2.74 0.862 2Utb 34.0 12.000 10.174 to 150.0 0.0 28.000 3.465 T.33 12.47 0.0935 0.0 40.000 3.741 Vel = 6.86 T.33 -6.90 0.862 1 Utr 2.0 4.000 17.380 to 150.0 0.0 2.000 0.0 T.34 5.57 0.0210 0.0 6.000 0.126 Vel = 3.06 T.34 3.04 0.862 2Utb 34.0 13.000 17.506 to 150.0 0.0 28.000 3.465 T.26 8.61 0.0471 0.0 41.000 1.932 Vel = 4.73 T.26 17.58 0.862 1T 7.528 6.000 22.903 to 150.0 1 Utr 2.0 4.904 1.732 S.1 26.19 0.3689 0.0 10.904 4.023 Vel = 14.40 S.1 0.0 0.862 1E 3.764 5.000 28.658 to 150.0 1T 7.528 4.646 1.732 PRV 26.19 0.3691 1G 1.882 9.646 3.560 Vel = 14.40 PRV 0.0 0.862 1E 3.764 60.000 33.950 to 150.0 1T 7.528 4.646 0.0 MTR 26.19 0.3690 1G 1.882 64.646 23.852 Vel = 14.40 MTR 0.0 1.049 2E 6.044 40.000 57.802 to 150.0 0.0 6.044 10.000 * Fixed Toss = 10 STR 26.19 0.1418 0.0 46.044 6.529 Vel = 9.72 0.0 26.19 74.331 K Factor = 3.04 H.9 3.27 0.862 1 UeI 11.0 14.000 7.040 to 150.0 0.0 12.000 0.0 H.20 3.27 0.0078 0.0 26.000 0.204 Vel = 1.80 H.20 13.18 0.862 0.0 18.000 7.244 K Factor = 4.90 to 150.0 0.0 0.0 0.0 T.38 16.45 0.1562 0.0 18.000 2.811 Vel = 9.04 T.38 -2.73 0.862 1 Utb 17.0 11.000 10.055 to 150.0 1 Utr 2.0 16.000 3.465 T.39 13.72 0.1115 0.0 27.000 3.011 Vel = 7.54 T.39 -5.51 0.862 1 Utb 17.0 16.000 16.531 to 150.0 0.0 14.000 3.465 T.37 8.21 0.0431 0.0 30.000 1.294 Vel = 4.51 T.37 -1.35 0.862 1 Utb 17.0 7.000 21.290 to 150.0 1 Utr 2.0 16.000 0.0 T.28 6.86 0.0310 0.0 23.000 0.712 Vel = 3.77 T.28 5.88 0.862 0.0 2.000 22.002 to 150.0 0.0 0.0 0.0 T.27 12.74 0.0975 0.0 2.000 0.195 Vel = 7.00 T.27 4.84 0.862 1 Utr 2.0 2.000 22.197 to 150.0 0.0 2.000 0.0 T.26 17.58 0.1765 0.0 4.000 0.706 Vel = 9.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 7 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 17.58 22.903 K Factor = 3.67 T.38 2.74 0.862 1 Utr 2.0 8.000 10.055 to 150.0 0.0 2.000 0.0 1-1.11 2.74 0.0057 0.0 10.000 0.057 Vel = 1.51 1-1.11 0.0 0.862 1 Utr 2.0 9.000 10.112 to 150.0 0.0 2.000 0.0 T.36 2.74 0.0056 0.0 11.000 0.062 Vel = 1.51 0.0 2.74 10.174 K Factor = 0.86 T.39 5.51 0.862 2Utb 34.0 10.000 16.531 to 150.0 0.0 28.000 0.0 T.41 5.51 0.0206 0.0 38.000 0.784 Vel = 3.03 T.41 -3.04 0.862 1 Uel 11.0 8.000 17.315 to 150.0 0.0 12.000 0.0 H.19 2.47 0.0046 0.0 20.000 0.093 Vel = 1.36 1-1.19 0.0 0.862 1 Utr 2.0 11.000 17.408 to 150.0 0.0 2.000 0.0 T.43 2.47 0.0048 0.0 13.000 0.062 Vel = 1.36 T.43 0.0 0.862 0.0 4.000 17.470 to 150.0 0.0 0.0 0.0 H.22 2.47 0.0045 0.0 4.000 0.018 Vel = 1.36 H.22 0.0 0.862 1 Utr 2.0 10.000 17.488 to 150.0 0.0 2.000 0.0 H.21 2.47 0.0047 0.0 12.000 0.056 Vel = 1.36 H.21 0.0 0.862 1 Utr 2.0 9.000 17.544 to 150.0 0.0 2.000 0.0 H.18 2.47 0.0047 0.0 11.000 0.052 Vel = 1.36 H.18 0.0 0.862 1 UeI 11.0 10.000 17.596 to 150.0 0.0 12.000 0.0 1-1.10 2.47 0.0047 0.0 22.000 0.103 Vel = 1.36 1-1.10 0.0 0.862 1 UeI 11.0 11.000 17.699 to 150.0 0.0 12.000 0.0 T.29 2.47 0.0047 0.0 23.000 0.108 Vel = 1.36 T.29 2.37 0.862 2Utb 34.0 29.000 17.807 to 150.0 0.0 28.000 3.465 T.27 4.84 0.0162 0.0 57.000 0.925 Vel = 2.66 0.0 4.84 22.197 K Factor = 1.03 T.41 3.04 0.862 1 Utr 2.0 7.000 17.315 to 150.0 0.0 2.000 0.0 H.14 3.04 0.0068 0.0 9.000 0.061 Vel = 1.67 H.14 0.0 0.862 1 Uel 11.0 7.000 17.376 to 150.0 0.0 12.000 0.0 T.34 3.04 0.0068 0.0 19.000 0.130 Vel = 1.67 0.0 3.04 17.506 K Factor = 0.73 T.33 6.90 0.862 1 Utr 2.0 2.000 17.380 to 150.0 0.0 2.000 0.0 T.32 6.9 0.0312 0.0 4.000 0.125 Vel = 3.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 8 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 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.32 -2.37 0.862 2Utb 34.0 13.000 17.505 to 150.0 0.0 28.000 3.465 T.25 4.53 0.0144 0.0 41.000 0.590 Vel = 2.49 T.25 1.35 0.862 1 Uel 11.0 1.000 21.560 to 150.0 0.0 12.000 0.0 H.8 5.88 0.0232 0.0 13.000 0.302 Vel = 3.23 H.8 0.0 0.862 1 Utr 2.0 4.000 21.862 to 150.0 0.0 2.000 0.0 T.28 5.88 0.0233 0.0 6.000 0.140 Vel = 3.23 0.0 5.88 22.002 K Factor = 1.25 T.32 2.37 0.862 1 Utr 2.0 1.000 17.505 to 150.0 0.0 2.000 0.0 T.30 2.37 0.0043 0.0 3.000 0.013 Vel = 1.30 T.30 0.0 0.862 1 Utr 2.0 6.000 17.518 to 150.0 0.0 2.000 0.0 H.7 2.37 0.0042 0.0 8.000 0.034 Vel = 1.30 H.7 0.0 0.862 1 Utr 2.0 19.000 17.552 to 150.0 0.0 2.000 0.0 H.3 2.37 0.0043 0.0 21.000 0.091 Vel = 1.30 H.3 0.0 0.862 1 UeI 11.0 10.000 17.643 to 150.0 1 Utr 2.0 14.000 0.0 H.2 2.37 0.0043 0.0 24.000 0.104 Vel = 1.30 H.2 0.0 0.862 1 Utr 2.0 5.000 17.747 to 150.0 0.0 2.000 0.0 T.23 2.37 0.0043 0.0 7.000 0.030 Vel = 1.30 T.23 0.0 0.862 1 Utr 2.0 5.000 17.777 to 150.0 0.0 2.000 0.0 T.29 2.37 0.0043 0.0 7.000 0.030 Vel = 1.30 0.0 2.37 17.807 K Factor = 0.56 T.37 1.35 0.862 1 Utr 2.0 13.000 21.290 to 150.0 0.0 2.000 0.0 T.40 1.35 0.0015 0.0 15.000 0.023 Vel = 0.74 T.40 0.0 0.862 0.0 3.000 21.313 to 150.0 0.0 0.0 0.0 T.42 1.35 0.0013 0.0 3.000 0.004 Vel = 0.74 T.42 0.0 0.862 1 Utr 2.0 11.000 21.317 to 150.0 0.0 2.000 0.0 H.17 1.35 0.0015 0.0 13.000 0.020 Vel = 0.74 H.17 0.0 0.862 1 UeI 11.0 11.000 21.337 to 150.0 0.0 12.000 0.0 H.13 1.35 0.0015 0.0 23.000 0.035 Vel = 0.74 H.13 0.0 0.862 1 Utr 2.0 13.000 21.372 to 150.0 0.0 2.000 0.0 H.12 1.35 0.0015 0.0 15.000 0.023 Vel = 0.74 H.12 0.0 0.862 1 UeI 11.0 15.000 21.395 to 150.0 0.0 12.000 0.0 H.5 1.35 0.0015 0.0 27.000 0.041 Vel = 0.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , final Calculations - Hazen -Williams A-PEX Design Services Page 9 11736 CALLIDUS PLAN 2711 - Two Head Calculation (H.9 & H.20) Date 10/9/2014 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.5 to H.6 H.6 to H.1 H.1 to T.24 T.24 to T.25 0.0 1.35 0.862 150.0 0.0015 1UeI 11.0 0.0 0.0 10.000 12.000 22.000 21.436 0.0 0.034 Vel= 0.74 0.0 1.35 0.862 150.0 0.0015 2UeI 22.0 0.0 0.0 19.000 24.000 43.000 21.470 0.0 0.065 Vel = 0.74 0.0 1.35 0.862 150.0 0.0015 1 Utr 2.0 0.0 0.0 11.000 2.000 13.000 21.535 0.0 0.020 Vel = 0.74 0.0 1.35 0.862 150.0 0.0017 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 21.555 0.0 0.005 Vel = 0.74 0.0 1.35 21.560 K Factor = 0.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UPPLY; 51-A11C P51: 100 IT5101/4, P51: 95 FLOW 612M: 300 5' OF I" Aowinx ROM 11f RV 10 5.1 60' OF1"itai TXROM11EM 2— 1"M 40' or I" POLY FROM 11f 51er WAV 5RVIa nN77\11 N.1'.5. 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(ESRESS) COLOR/ mem mow 131 -IE 1,11 5- mep 1'0 flX11J5 <BA1N, 5MK, N1CJ E3(,ACK LII 5- 1EM1O Timm IeAI7, �— • I/ 2" PM 50 IX IX -3/4"Fre 51Z - I"PI 51Zg • 1-1/ h" PIM 5g -I/ 2" PIM 5121 20 SOA4= INC TUS UNIT CCE o Without Comments EC As Noted in Red D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with c Trent City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopte sandards and ordinances. The responsibility for the :,dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings aft this date will void this acceptance and will require a resubmittal of revised drawings for subsequent appro $1. Final acceptance is subject to field test and inspection The Tukwila Fire Prevention Bureau. Date: By: �0-is-1A:'' s Y r eVJ I" 4 . * Flow Cbvc,kx,+) 1-esi' reLv''e' TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. a- 3) and exact address for shut- down or approval. LINE OF 1^IALL BELOV4I 000 z I- p <>0 SLOPED GLC. G`rt-IT5-16 C1,-16_, 1 n1 'sBV.1 P, NTRY REF 3X 5-IUV�� e PATES fJ 2 I �Y) i i�I_e1I3.� 3X 51UV5 FL, TES ADM. ABV. #1124 ALL EUILT UP E UD/ COLUMNS USE 16d NAILS ED c itBjy�BNAl1, OGGUR AT THi 6' 1" 29 2 GSI6 STR B-4 5- I /f3 "X G BELc.. V4 PLATE LOTH SUES OF 6Ei.M TYF'ICAL AT F �EAM TO MA _L/POST G 2NNEGT ] 5 1 TUB/SF-OWER 5W. t3ELOA BEI' ROOM �O RPFT SFE NOTES 50 GFM VT0. w OUTDOG ? - AIR. TO BE N.10 R0\7I1.:2 p VIA INTEGRAT1'DN ,,ITH THi EM. GONEUS R0\/I0ED TO THE FURNA ER IRC -0240"7.E AND— S2407.6 BO "`.US RCM 22"x50" ATT I G ACCESS IN <NES FALL INS e WS 18 C -W5-16 1 LINE Or='O.H. DOO IN JPRISHT 50512' JN PC -1 1 24,-£& 16"x} GIPF AG GESS,%� �� PLATES 11 11 11 —IJ 2'<S WALL <0 2X6 WALL 16 1 HVA.G GI -ASE 22"x:30" ATTI AC -GESS IN KNEE WALL INS a. 215 5-I FI -OW 5WI1'0N k1%k A55M13I.Y BEDROOM' THREE CARPE 0r WALL SELOM Ke5-16 16080 O.H. SARA=\ 5E DOOR GOVEREr7 POI2GH CZ q) Qn ('J2 OF LINE OF WALL BELO'nl 120 GF^71 1\HOLE 1' HOUSE FAN VTO PAIR' 2SS2 LAUNt2R r - GB—I 5—I/&"X I2 " CLP. 20'—O LONG MAIC ftOOP PB—I 3—I/&" 15" GL ASO\/E PL TE MOO 1/ i,,,0tl P I—:v �A �A uP7p ftooP\ FIGO Off C_::+j0 I / 411 1 ' -a I to‘ FI1T 5I51ZINKL k 1073141th PI W Mukdteo, WA 98215 PH: 425.4934680 FAX: 4125-'193-9711 -5A1X5 i f': 1t5VN11A1. FIiT PROWON 5Y5t M 1Lt3� 11'I'e: I/ 2" 1'01-1/ 2" AOLLAPEX 5P041-F:IiV✓OI?MAf�1'ION # OF If/V511-1155V1 - 22 # OF IER2511115 JGO - 22 51/11C PRE551. 15- 100 6.5.3 A warning sign, with minimum'/. 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. 2 FILi 7 C O y & CONSf, 10-09-2014