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HomeMy WebLinkAboutPP - 14125 34TH PL S - RESIDENTIAL LOT - PERMITS AND PLANS14125 34TH PL 5 ASSOCIATED PERMITS 16-5-001 D15-0197 4.6te itrifilarr SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: / 5.-d3 0 L1 I.3 a t Site Address: 1 41/q5 3&1.1 ' Pa S - Tµkwt i4 - e371(0.3. Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes Property Owner's Name: 13 Fcl / r — ) i/ Mailing Address: /9, !y/ ? -73) 3 D �/� y City/ CONTACT PERSON -if there are questions about the submittal. Name: Company Name: isCC C �a rv, l I), p Mailing Address: V , 7313 PGS./ 11/10 wG ig373 /City ' State Zip E-mail Address: bre ,7rrg t�e 1rLT 1 Coin--, Fax Number: 25,3— 991-3017Q Contractor's City of Tukwila Business License number: Bus- 09 /6 / 77 Total number of new/relocated devices or sprinkler heads: 31 Valuation of Project (contractor's bid price): S _1' -u,V- Scope of Work (please provide detailed information): 1r *t ))c ±/0 n of n r w es Fler s s tc vr i,r• a_ n r LA> Day Telephone: 6t) g937 State Zip as--3-8.Q0-532i/ 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 OR AUTHORIZEDrAGENT: Signature: / 0U 1 Print Name: Ye 6121(' r frt-,trr Plan Permit App.doc 8/22/I4 Date: Day Telephone: ? s'3 - 9.DO -- 3)) TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DIY— 014r) i(D-S •- 001 PIERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project• rites L �- T- Type of Inspection: /" Address:Contact Suite #:lWU' 3y1" -e13 Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c _ ~3 Date: 4 /7 /14 Hrs.: 1 _ p / $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 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit mss' -019 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Z C__ Sprinklers: Type of Inspection: " Al Address: Suite #: / Y�ZS 3' fit S Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. 1K.Corrections required prior to approval. COMMENTS: /9/4-xLS o� sl y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: — , ` t� r Date: 5-13//g3 Hrs.: / . 6 $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bis- - o/77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -t ... / f -S DTyppee of Ins ection: Hood & Duct: Address: � y i a c� Suite #: 21(f-- P i S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii,v 4Z Date: 724)) / L., Hrs.: f $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 3/14/14 T.F.D. Form F.P. 113 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit T1s --ail-) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: eek/ t-ct Type of In ion: Address:�h Suite #: ! /Z,- �y 2 y/ PL S Conta Person. Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Assad 244/4s @ 6 g(5J' 1/0-ej — 71 r_dvr ,4/ /frot'd_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ` _ ,I 7 c3 Date: jh7l i b Hrs.: /. (J $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 3/14/14 T.F.D. Form F.P. 113 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com WASHINGTON STA TF_ • CERTIFICATE OF COMPETENCY FIR = PROTECTION SPRINKLER SYSTEMS Bill : ' : Belknap Rain664 , A- ter, elL )/) ` v w ExPln Yh ` Dela 12/31/ M__________ =M■ Job Name Drawing Location Remote Area Contract Data File : TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) : 14125 34TH PLS TUKWILA WA 98168 : 150821-01 : 150821-01 Tukwila Lot D Plan 2950.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) Date 8/21/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT D PLAN 2950 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 8-21-2015 System No. - Contract No. - 150821-01 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 - 13 Gpm Listed Pres at Start Point - 7.04 Psi D MAXIMUM LISTED SPACING 16 x 16 E Domestic Flow Added - 0 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet - 108 Feet G Note: N Calculation Gpm Required 26.1759 Summary C -Factor Used: W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 Flow (Gpm) - 300 S Elevation - 100 System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Psi Required 52.24 At Ref Pt STR Overhead 150 Underground 150 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 A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H 3 & H.1) Page 2 Date 8/21/2015 City Water Supply: Demand: C1 - Static Pressure : 70 01 - Elevation : 3.465 C2 - Residual Pressure: 65 D2 - System Flow : 26.176 C2 - Residual Flow : 300 D2 - System Pressure : 52.243 Hose ( Demand ) D3 - System Demand : 26.176 Safety Margin : 17.702 150 140 130 120 P 110 R 100 E 90 S 80 S 70 C1 U _ C2 —0 _ R 60 D2 E50 40 30 20 10 50 100 150 200 250 300 350 400 450 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) Page 3 Date 8/21/2015 Fitting Legend Abbrev. Name C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb ' Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) Page 4 Date 8/21/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.945 26.18 52.243 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 108.0 H.8 108.0 H.12 108.0 T.35 108.0 H.15 108.0 H.16 108.0 H.13 108.0 T.33 108.0 T.34 108.0 H.11 108.0 T.38 108.0 T.37 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.1 108.0 T.30 108.0 T.31 108.0 H.17 116.0 T.40 116.0 T.41 116.0 H.18 116.0 H.19 116.0 H.23 116.0 H.26 116.0 H.29 116.0 H.28 116.0 T.48 116.0 T.45 116.0 H.5 108.0 H.2 108.0 H.6 108.0 T.32 108.0 H.10 108.0 T.36 108.0 H.14 108.0 T.39 108.0 T.47 116.0 H.27 116.0 T.44 116.0 H.24 116.0 4.9 4.9 7.04 10.88 14.96 19.76 20.68 21.07 21.54 21.75 22.1 22.36 23.67 23.82 27.06 31.3 32.42 52.24 7.23 8.64 19.46 17.58 17.8 18.07 18.14 18.28 18.45 18.61 18.77 18.85 19.06 19.47 20.18 20.58 21.31 21.61 21.95 22.2 22.41 22.89 16.7 17.78 17.05 17.13 13.0 13.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) Page 5 Date 8/21/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 T.43 H.20 T.42 H.21 T.46 H.7 H.9 H.25 116.0 116.0 116.0 116.0 116.0 116.0 108.0 108.0 116.0 17.35 17.44 17.57 18.01 18.44 19.42 21.67 21.69 19.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H-1) Page 6 Date 8/21/2015 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.3 10.73 0.671 Utr 2.0 14.000 7.040 to 150.0 0.0 2.000 0.0 H.8 _ 10.73 0.2399 0.0 16.000 3.839 H.8 0.0 0.671 Utr 2.0 15.000 10.879 to 150.0 0.0 2.000 0.0 H.12 10.73 0.2400 0.0 1.7.000 4.080 H.12 0.0 0.671 Utb 17.0 3.000 14.959 to 150.0 0.0 17.000 0.0 T.35 10.73 0.2400 0.0 20.000 4.799 T.35 -6.91 0.671 Utb 17.0 7.000 19.758 to 150 0 Utr 2.0 19.000 0.0 H.15 _ 3.82 0.0355 0.0 26.000 0.924 H.15 0.0 0.671 0.0 11.000 20.682 to 150.0 0.0 0.0 0.0 H.16 3.82 0.0355 0.0 11.000 0.391 H.16 0.0 0.671 Utr 2.0 11.000 21.073 to 150.0 0.0 2.000 0.0 H.13 3.82 0.0355 0.0 13.000 0.462 H.13 0.0 0.671 Utr 2.0 4.000 21.535 to 150.0 0.0 2.000 0.0 T.33 3.82 0.0357 0.0 6.000 0.214 T.33 0.81 0.671 Utr 2.0 5.000 21.749 to 150.0 0.0 2.000 0.0 T.34 4.63 0.0506 0.0 7.000 0.354 T.34 0.0 0.671 Utr 2.0 3.000 22.103 to 150.0 0.0 2.000 0.0 H.11 4.63 0.0506 0.0 5.000 0.253 H.11 0.0 0.671 Utb 17.0 9.000 22.356 to 150.0 0.0 17.000 0.0 T.38 4.63 0.0507 0.0 26.000 1.318 T.38 2.93 0.862 Utr 2.0 2.000 23.674 to 150.0 0.0 2.000 0.0 T.37 7.56 0.0370 0.0 4.000 0.148 T.37 18.62 1.244 Utb 12.0 9.000 23.822 to 150.0 T 3.443 15.443 1.732 S.1 26.18 0.0618 0.0 24.443 1.510 S.1 0.0 1.244 E 1.721 25.000 27.064 to 150.0 T 3.443 15.594 1.732 CPL 26.18 0.0618 G 0.43 40.594 2.508 Eql 4.303 CPL 0.0 1.61 2E 12.089 50.000 31.304 to 150.0 C 1.511 13.600 0.0 MTR 26.18 0.0176 0.0 63.600 1.118 MTR 0.0 1.025 2E 5.4 25.000 32.422 to 150.0 0.0 5.400 15.000 STR 26.18 0.1586 0.0 30.400 4.821 0.0 26.18 52.243 K Factor = 4.90 Vel = 9.74 Vel = 9.74 Vel = 9.74 Vel = 3.47 Vel = 3.47 Vel = 3.47 Vel = 3.47 Vel = 4.20 Vel = 4.20 Vel = 4.20 Vel = 4.16 Vel = 6.91 Vel = 6.91 Vel = 4.13 * * Fixed Loss = 15 Vel = 10.18 K Factor = 3.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H 1) Date 8/21/2015 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.3 2.27 0.671 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 H.1 2.27 0.0135 0.0 14.000 0.189 H.1 13.17 0.671 Utr 2.0 1.000 7.229 to 150.0 0.0 2.000 0.0 T.30 15.44 0.4703 0.0 3.000 1.411 T.30 0.0 0.671 Utb 17.0 6.000 8.640 to 150.0 0.0 17.000 0.0 T.31 15.44 0.4703 0.0 23.000 10.816 T.31 -3.68 0.862 Utr 2.0 17.000 19.456 to 150.0 0.0 2.000 -3.465 H.17 11.76 0.0839 0.0 19.000 1.594 H.17 0.0 1.054 Utr 4.0 3.000 17.585 to 150.0 0.0 4.000 0.0 T.40 11.76 0.0314 0.0 7.000 0.220 T.40 -9.75 0.671 Utr 2.0 6.000 17.805 to 150.0 Utb 17.0 19.000 0.0 T.41 2.01 0.0108 0.0 25.000 0.269 T.41 0.0 0.671 Utr 2.0 4.000 18.074 to 150.0 0.0 2.000 0.0 H.18 2.01 0.0108 0.0 6.000 0.065 H.18 0.0 0.671 Utr 2.0 11.000 18.139 to 150.0 0.0 2.000 0.0 H.19 2.01 0.0108 0.0 13.000 0.140 H.19 0.0 0.671 Utr 2.0 14.000 18.279 to 150.0 0.0 2.000 0.0 H.23 2.01 0.0108 0.0 16.000 0.173 H.23 0.0 0.671 Utr 2.0 13.000 18.452 to 150.0 0.0 2.000 0.0 H.26 2.01 0.0107 0.0 15.000 0.161 H.26 0.0 0.671 Utr 2.0 13.000 18.613 to 150.0 0.0 2.000 0.0 H.29 2.01 0.0108 0.0 15.000 0.162 H.29 0.0 0.671 Utr 2.0 5.000 18.775 to 150.0 0.0 2.000 0.0 H.28 2.01 0.0107 0.0 7.000 0.075 H.28 0.0 0.671 Utb 17.0 2.000 18.850 to 150.0 0.0 17.000 0.0 T.48 2.01 0.0108 0.0 19.000 0.205 T.48 4.45 0.862 Utr 2.0 13.000 19.055 to 150.0 0.0 2.000 0.0 T_45 _ 6.46 _ 0.0277 0.0 15.000 0.415 T.45 12.15 1.244 Utb 12.0 15.000 19.470 to 150.0 0.0 12.000 3.465 T.37 18.61 0.0329 0.0 27.000 0.887 0.0 18.61 23.822 T.31 3.68 0.671 Utb 17.0 5.000 19.456 to 150.0 0.0 17.000 0.0 H.5 3.68 0.0331 0.0 22.000 0.729 Vel = 2.06 K Factor = 4.90 Vel = 14.01 Vel = 14.01 Vel = 6.47 Vel = 4.32 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 3.55 Vel = 4.91 K Factor = 3.81 Vel = 3.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 0 PLAN 2950 - Two Head Calculation (H.3 & H.1) Page 8 Date 8/21/2015 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 0.0 0.671 Utr 2.0 10.000 to 150.0 0.0 2.000 H.2 3.68 0.0332 _ 0.0 12.000 H.2 0.0 0.671 Utr 2.0 20.000 to 150.0 0.0 2.000 H.6 3.68 0.0331 0.0 2.2.000 H.6 0.0 0.671 Utr 2.0 7.000 to 150.0 0.0 2.000 T.32 3.68 0.0331 0.0 9.000 T.32 -0.80 0.671 Utr 2.0 14.000 to 150.0 0.0 2.000 H.10 2.88 0.0210 0.0 16.000 20.185 0.0 0.398 20.583 0.0 0.729 21.312 0.0 0.298 21.610 0.0 0.336 H.10 0.0 0.671 Utr 2.0 10.000 21.946 to 150.0 0.0 2.000 0.0 T.36 2.88 0.0210 0.0 12.000 0.252 T.36 0.0 0.671 Utr 2.0 8.000 22.198 to 150.0 0.0 2.000 0.0 H.14 2.88 0.0210 0.0 10.000 0.210 H.14 0.0 0.671 Utb 17.0 6.000 22.408 to 150.0 0.0 17.000 0.0 T.39 2.88 0.0210 0.0 23.000 0.482 T.39 0.05 0.671 2Utb 34.0 2.000 22.890 to 150.0 0.0 34.000 0.0 T.38 2.93 0.0218 0.0 36.000 0.784 0.0 2.93 - - - -- -- - 23.674 T.35 6.91 0.862 0.0 13.000 19.758 to 150.0 0.0 0.0 -3.465 T.47 6.91 0.0314 0.0 13.000 0.408 T.47 -2.46 0.671 Utb 17.0 4.000 16.701 to 150.0 Utr 2.0 19.000 0.0 H.27 4.45 0.0471 0.0 23.000 1.083 H.27 to T.48 T.47 to T.44 T.44 to H.24 H.24 to H.22 H.22 to T.43 0.0 4.45 0.0 4.45 2.46 2.46 0.0 2.46 0.0 2.46 0.0 2.46 0.671 150.0 0.0471 0.671 150.0 0.0157 0.671 150.0 0.0158 0.671 150.0 0.0157 0.671 150.0 0.0157 Utb 17.0 10.000 0.0 17.000 0.0 27.000 Utb 17.0 0.0 0.0 Utr 2.0 0.0 0.0 Utr 2.0 0.0 0.0 Utr 2.0 0.0 0.0 5.000 17.000 22.000 3.000 2.000 5.000 12.000 2.000 14.000 4.000 2.000 6.000 17.784 0.0 1.271 19.055 16.701 0.0 0.346 17.047 0.0 0.079 17.126 0.0 0.220 17.346 0.0 0.094 Vel = 3.34 Vel = 3.34 Vel = 3.34 Vel = 2.61 Vel = 2.61 Vel = 2.61 Vel = 2.61 Vel = 2.66 K Factor = 0.60 Vel = 3.80 Vel = 4.04 Vel = 4.04 K Factor = 1.02 Vel = 2.23 Vel = 2.23 Vel = 2.23 Vel = 2.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - Two Head Calculation (H.3 & H.1) Page 9 Date 8/21/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.43 to H.20 H.20 to T.42 T.42 to H.21 H.21 to T.46 T.46 to T.45 0.0 2.46 0.0 2.46 9.75 12.21 0.0 12.21 -0.05 12.16 0.0 12.16 19.470 T.40 9.75 1.054 Utr 4.0 5.000 17.805 to 150.0 0.0 4.000 0.0 T.42 9.75 0.0223 0.0 9.000 0.201 0.0 9.75 -- _ 18.006 T.32 0.81 0.671 Utb 17.0 14.000 21.610 to 150.0 0.0 17.000 0.0 H.7 0.81 0.0020 0.0 31.000 0.062 H.7 0.0 0.671 Utr 2.0 9.000 21.672 to 150.0 0.0 2.000 0.0 H.9 0.81 0.0020 0.0 11.000 0.022 0.671 150.0 0.0158 0.671 150.0 0.0157 1.054 150.0 0.0338 1.054 150.0 0.0338 1.244 150.0 0.0150 Utr 2.0 0.0 0.0 Utb 17.0 Utr 2.0 0.0 Utr 4.0 0.0 0.0 Utb 9.0 0.0 0.0 0.0 0.0 0.0 6.000 2.000 8.000 9.000 19.000 28.000 9.000 4.000 13.000 20.000 9.000 29.000 3.000 0.0 3.000 17.440 0.0 0.126 17.566 0.0 0.440 18.006 0.0 0.439 18.445 0.0 0.980 19.425 0.0 0.045 H.9 0.0 0.671 Utb 17.0 10.000 21.694 to 150.0 0.0 17.000 0.0 T.33 0.81 0.0020 0.0 27.000 0.055 0.0 0_81 21.749 T.46 0.06 1.054 Utb 9.0 2.000 19.425 to 150.0 0.0 9.000 0.0 H.25 0.06 0.0 0.0 11.000 0.0 H.25 0.0 0.862 Utr 2.0 14.000 19.425 to 150.0 0.0 2.000 3.465 T.39 0.06 - 0.0 0.0 16.000 0.0 0.0 0.06 Vel = 2.23 Vel = 2.23 Vel = 4.49 Vel = 4.49 Vel = 3.21 K Factor = 2.76 Vel = 3.59 K Factor = 2.30 Vel = 0.73 Vel = 0.73 Vel = 0.73 K Factor = 0.17 Vel = 0.02 Vel = 0.03 22.890 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESI SERV1 • WASHINGTON STATE • CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 11 Brian Belknap 42-0508-A Level 1 MV Vi 2 oter, L.L. 4111. MB OW MI A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Oats --------- -- Job Name TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Drawing Location : 14125 34TH PLS TUKWILA WA 98168 Remote Area Contract : 150821-01 Data File : 150821-01 Tukwila Lot D Plan 2950.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT D PLAN 2950 Location - TUKWILA WA 98168 Building - System No. - Contractor - RAINIER VIEW Contract No. - 150821-01 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 8-21-2015 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made. by Date M Listed Flow at Start Point - 17 Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 116 G Note: N Gpm Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Psi Required 48.47 Summary • C -Factor Used: Overhead 150 W •Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other At Ref Pt STR Underground 150 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 A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Page 2 Date 8/21/2015 City Water Supply: Demand: C1 - Static Pressure : 70 01 - Elevation C2 - Residual Pressure: 65 D2 - System Flow C2 - Residual Flow : 300 D2 - System Pressure Hose ( Demand ) 6.930 16.995 48.465 D3 - System Demand Safety Margin 16.995 21.511 150 140 130 120 P 110 R 100 E 90 s 80 S 70 0 C1 U C2 R 60 50 D2 E 40 30 20 10 01 50 100 150 200 250 300 350 400 450 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services, Inc. -EP Page 3 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 Fitting Legend Abbrev. Name C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22. 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb ' Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr " Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIow,Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.975 17.0 48.465 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 116.0 H.26 116.0 H.29 116.0 H.28 116.0 T.48 116.0 T.45 116.0 T.37 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.19 116.0 H.18 116.0 T.41 116.0 T.40 116.0 T.42 116.0 H.21 116.0 T.46 116.0 H.27 116.0 T.47 116.0 T.35 108.0 H.15 108.0 H.16 108.0 H.13 108.0 T.33 108.0 T.34 108.0 H.11 108.0 T.38 108.0 H.17 116.0 T.31 108.0 H.5 108.0 H.2 108.0 H.6 108.0 T.32 108.0 H.10 108.0 T.36 108.0 H.14 108.0 T.39 108.0 T.30 108.0 H.1 108.0 H.3 108.0 H.8 108.0 4.9 12.03 14.44 16.86 17.98 21.04 21.61 25.52 27.93 30.79 31.3 48.46 14.44 16.4 17.31 21.08 21.17 21.3 21.6 21.11 21.18 24.66 24.83 24.9 24.99 25.03 25.11 25.17 25.47 21.08 24.6 24.72 24.78 24.91 24.96 24.99 25.02 25.04 25.09 24.61 24.61 24.62 24.63 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 H.20 T.43 H.22 H.24 T.44 H.7 H.9 H.25 108.0 116.0 116.0 116.0 116.0 116.0 108.0 108.0 116.0 24.64 21.17 21.17 21.17 21.18 21.18 24.99 25.0 21.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 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.23 8.65 0.671 Utr 2.0 13.000 12.030 to 150.0 0.0 2.000 0.0 H.26 8.65 0.1608 0.0 15.000 2.412 H.26 0.0 0.671 Utr 2.0 13.000 14.442 to 150.0 0.0 2.000 0.0 H.29 8.65 0.1609 0.0 15.000 2.413 H.29 0.0 0.671 Utr 2.0 5.000 16.855 to 150.0 0.0 2.000 0.0 H.28 8.65 0.1607 0.0 7.000 1.125 H.28 0.0 0.671 Utb 17.0 2.000 17.980 to 150.0 0.0 17.000 0.0 T.48 8.65 0.1608 0.0 19.000 3.056 T.48 -0.98 0.862 Utr 2.0 13.000 21.036 to 150.0 0.0 2.000 0.0 T.45 7.67 0.0381 0.0 15.000 0.571 T.45 5.22 1.244 Utb 12.0 15.000 21.607 to 150.0 0.0 12.000 3.465 T.37 12.89 0.0167 0.0 27.000 0.450 T.37 4.11 1.244 Utb 12.0 9.000 25.522 to 150.0 T 3.443 15.443 1.732 S.1 17.0 0.0278 0.0 24.443 0.679 S.1 0.0 1.244 E 1.721 25.000 27.933 to 150.0 T 3.443 15.594 1.732 CPL 17.0 0.0278 G 0.43 40.594 1.128 EqI 4.303 CPL 0.0 1.61 2E 12.089 50.000 30.793 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 63.600 0.503 MTR 0.0 1.025 2E 5.4 25.000 31.296 to 150.0 0.0 5.400 15.000 STR 17.0 0.0713 0.0 30.400 2.169 0.0 17.00 48.465 H.23 8.35 0.671 Utr 2.0 14.000 12.030 to 150.0 0.0 2.000 0.0 H.19 8.35 0.1508 0.0 16.000 2.412 H.19 0.0 0.671 Utr 2.0 11.000 14.442 to 150.0 0.0 2.000 0.0 H.18 8.35 0.1508 0.0 13.000 1.960 H.18 0.0 0.671 Utr 2.0 4.000 16.402 to 150.0 0.0 2.000 0.0 T.41 8.35 0.1507 0.0 6.000 0.904 T.41 0.0 0.671 Utr 2.0 6.000 17.306 to 150.0 Utb 17.0 19.000 0.0 T.40 8.35 0.1508 0.0 25.000 3.769 T.40 . -1.83 1.054 Utr 4.0 5.000 21.075 to 150.0 0.0 4.000 0.0 T.42 6.52 0.0107 0.0 9.000 0.096 K Factor = 4.90 Vel = 7.85 Vel = 7.85 Vel = 7.85 Vel = 7.85 Vel = 4.22 Vel = 3.40 Vel = 4.49 Vel = 4.49 Vel = 2.68 * * Fixed Loss = 15 Vel = 6.61 K Factor = 2.44 Vel = 7.58 Vel = 7.58 Vel = 7.58 Vel = 7.58 Vel = 2.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 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.42 -0.14 1.054 Utr 4.0 9.000 21.171 to 150.0 0.0 4.000 0.0 H.21 6.38 0.0102 0.0 13.000 0.132 H.21 0.0 1.054 Utb 9.0 20.000 21.303 to 150.0 0.0 9.000 0.0 T.46 6.38 0.0102 0.0 29.000 0.295 T.46 -1.17 1.244 0.0 3.000 21.598 to 150.0 0.0 0.0 0.0 T.45 5.21 0.0030 0.0 3.000 0.009 0.0 5.21 21.607 T.48 0.97 0.671 Utb 17.0 10.000 21.036 to 150.0 0.0 17.000 0.0 H.27 0.97 0.0028 0.0 27.000 0.076 H.27 0.0 0.671 Utb 17.0 4.000 21.112 to 150.0 Utr 2.0 19.000 0.0 T.47 0.97 0.0028 0.0 23.000 0.065 T.47 0.14 0.862 0.0 13.000 21.177 to 150.0 0.0 0.0 3.465 T.35 1.11 0.0011 0.0 13.000 0.014 T.35 0.43 0.671 Utb 17.0 7.000 24.656 to 150.0 Utr 2 0 19.000 0.0 H.15 1.54 0.0066 0.0 26.000 0.172 H.15 0.0 0.671 0.0 11.000 24.828 to 150.0 0.0 0.0 0.0 H.16 1.54 0.0066 0.0 11.000 0.073 H.16 0.0 0.671 Utr 2.0 11.000 24.901 to 150.0 0.0 2.000 0.0 H.13 1.54 0.0066 0.0 13.000 0.086 H.13 0.0 0.671 Utr 2.0 4.000 24.987 to 150.0 0.0 2.000 0.0 T.33 1.54 0.0067 0.0 6.000 0.040 T.33 0.56 0.671 Utr 2.0 5.000 25.027 to 150.0 0.0 2.000 0.0 T.34 2.1 0.0117 0.0 7.000 0.082 T.34 0.0 0.671 Utr 2.0 3.000 25.109 to 150.0 0.0 2.000 0.0 H.11 2.1 0.0118 0.0 5.000 0.059 H.11 0.0 0.671 Utb 17.0 9.000 25 168 to 150.0 0.0 17.000 0.0 T.38 2.1 0.0118 0.0 26.000 0.306 T.38 2.01 0.862 Utr 2.0 2.000 25.474 to 150.0 0.0 2.000 0.0 T.37 4.11 0.0120 0.0 4.000 0.048 0.0 4.11 25.522 T.40 1.83 1.054 Utr 4.0 3.000 21.075 to 150.0 0.0 4.000 0.0 H.17 1.83 0.0010 0.0 7.000 0.007 Vel = 2.35 Vel = 2.35 Vel = 1.38 K Factor = 1.12 Vel = 0.88 Vel = 0.88 Vel = 0.61 Vel = 1.40 Vel = 1.40 Vel = 1.40 Vel = 1.40 Vel = 1.91 Vel = 1.91 Vel = 1.91 Vel = 2.26 K Factor = 0.81 Vel = 0.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ,Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Date 8/21/2015 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.17 0.0 0.862 Utr 2.0 17.000 21.082 to 150.0 0.0 2.000 3.465 T.31 1.83 _ 0.0027 0.0 19.000 0.051 T.31 -0.43 0.671 Utb 17.0 5.000 24.598 to 150.0 0.0 17.000 0.0 H.5 1.4 0.0055 0.0 22.000 0.121 H.5 0.0 0.671 Utr 2.0 10.000 24.719 to 150.0 0.0 2.000 0.0 H.2 1.4 0.0055 0.0 12.000 0.066 H.2 0.0 0.671 Utr 2.0 20.000 24.785 to 150.0 0.0 2.000 0.0 H.6 1.4 0.0055 0.0 22.000 0.122 H.6 0.0 0.671 Utr 2.0 7.000 24.907 to 150.0 0.0 2.000 0.0 T.32 1.4 0.0054 0.0 9.000 0.049 T.32 -0.56 0.671 Utr 2.0 14.000 24.956 to 150.0 0.0 2.000 0.0 H.10 0.84 0.0021 0.0 16.000 0.034 H.10 0.0 0.671 Utr 2.0 10.000 24.990 to 150.0 0.0 2.000 0.0 T.36 0.84 0.0022 0.0 12.000 0.026 T.36 0.0 0.671 Utr 2.0 8.000 25.016 to 150.0 0.0 2.000 0.0 H.14 0.84 0.0021 0.0 10.000 0.021 H.14 0.0 0.671 Utb 17.0 6.000 25.037 to 150.0 0.0 17.000 0.0 T.39 0.84 0.0021 0.0 23.000 0.049 T.39 1.16 0.671 2Utb 34.0 2.000 25.086 to 150.0 0.0 34.000 0.0 T.38 2.0 0.0108 0.0 36.000 0.388 0.0 2.00 25.474 T.31 0.43 0.671 Utb 17.0 6.000 24.598 to 150.0 0.0 17.000 0.0 T.30 0.43 0.0006 0.0 23.000 0.014 T.30 0.0 0.671 Utr 2.0 1.000 24.612 to 150.0 0.0 2.000 0.0 H.1 0.43 0.0007 0.0 3.000 0.002 H.1 0.0 0.671 Utr 2.0 12.000 24.614 to 150.0 0.0 2.000 0.0 H.3 0.43 0.0006 0.0 14.000 0.009 H.3 0.0 0.671 Utr 2.0 14.000 24.623 to 150.0 0.0 2.000 0.0 H.8 0.43 0.0006 0.0 16.000 0.010 H.8 0.0 0.671 Utr 2.0 15.000 24.633 to 150.0 0.0 2.000 0.0 H.12 0.43 0.0006 0.0 17.000 0.010 H.12 0.0 0.671 Utb 17.0 3.000 24.643 to 150.0 0.0 17.000 0.0 T.35 0.43 0.0006 0.0 20.000 0.013 Vel = 1.01 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 0.76 Vel = 0.76 Vel = 0.76 Vel = 0.76 Vel = 1.81 K Factor = 0.40 Vel = 0.39 Vel = 0.39 Vel = 0.39 Vel = 0.39 Vel = 0.39 Vel = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ,Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT D PLAN 2950 - One Head Calculation (H.23) Page 9 Date 8/21/2015 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 0.43 24.656 _ K Factor = 0.09 T.42 0.14 0.671 Utb 17.0 9.000 21.171 to 150.0 Utr 2.0 19.000 0.0 H.20 0.14 0.0001 0.0 28.000 0.002 Vel = 0.13 H.20 0.0 0.671 Utr 2.0 6.000 21.173 to 150.0 0.0 2.000 0.0 T.43 0.14 0.0001 0.0 8.000 0.001 Vel = 0.13 T.43 0.0 0.671 Utr 2.0 4.000 21.174 to 150.0 0.0 2.000 0.0 H.22 0.14 _ 0.0 0.0 6.000 0.0 Vel = 0.13 H.22 0.0 0.671 Utr 2.0 12.000 21.174 to 150.0 0.0 2.000 0.0 H.24 0.14 0.0001 0.0 14.000 0.001 Vel = 0.13 H.24 0.0 0.671 Utr 2.0 3.000 21.175 to 150.0 0.0 2.000 0.0 T.44 0.14 0.0 0.0 5.000 0.0 Vel = 0,13 T.44 0.0 0.671 Utb 17.0 5.000 21.175 to 150.0 0.0 17.000 0.0 T.47 0.14 0.0001 0.0 22.000 0.002 Vel = 0.13 0.0 0.14 21.177 T.32 0.56 0.671 Utb 17.0 14.000 24.956 to 150.0 0.0 17.000 0.0 H.7 0.56 0.0010 0.0 3.1.000 0.032 H.7 0.0 0.671 Utr 2.0 9.000 24.988 to 150.0 0.0 2.000 0.0 H.9 0.56 0.0010 0.0 11.000 0.011 H.9 0.0 0.671 Utb 17.0 10.000 24.999 to 150.0 0.0 17.000 0.0 T.33 0.56 0.0010 0.0 27.000 0.028 0.0 0.56 25.027 T.46 1.17 1.054 Utb 9.0 2.000 21.598 to 150.0 0.0 9.000 0.0 H.25 1.17 0.0005 0.0 11.000 0.005 H.25 0.0 0.862 Utr 2.0 14.000 21.603 to 150.0 0.0 2.000 3.465 T.39 1.17 0.0011 0.0 16.000 0.0.18 0.0 1.17 25.086 K Factor = 0.03 Vel = 0.51 Vel = 0.51 Vel = 0.51 K Factor = 0.11 Vel = 0.43 Vel = 0.64 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iri ii/mi \/ �urrL-r: 5fA11C P5I: 70 a SIYJI IAL P51: A5 FLOW GPM: 300 /1/ 1 or- I 1 / .-ll l ♦ f\I 1 AV,✓\ / VVI. 11 1 M W rtn 25 yr I -1 2 AQU r iX C KVIVI l rii- CPL n 50' OF I-1/ 2" POLY MOM 11-E METEPI 3/ 4" ME: rm 25' OfI " COPPEP MOM 11-E 51Mf WA N.f.5. I EAt2 2 HEAP M05f 1-YI2PAJJLICALLY PEMOTi:1-EA125 HEAP # GPM PIT55LM ITC13 AT 5111Ef H,23 17 48.47 N.3 & H,1 26 52,24 4/Ox4/S X0 3/0x5/0 c�1# J SLl lNG c L45S DOOR NO1h5; IF A 191\i 1511FIN" IN51;A,LI,W, NO OFF 1' -IAN AN 8 1°51 191?�55UptPOP A1' 26 6PM 15 1?QUIT t7. 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CNANaS IN CON511W6110N OP MIELt2 CON121110N5 MAY OCCUR WNICN MAY 1QUI1T CHANGES NGE5 fO 11-E LAYOUT-, If 1511 PE5PON51t3ILITY OF 11-1I IN5fALft-I AV7rV I7rcIfAI crV.7 /I/rc n.: CI 1/-17 1-1.1 A I cr-;C Ill INV III 1 /V LA Vt.-ALAN JLrr.Vll.liJ VI JUI.rI l_.1" V11 Without Comments As Noted in Red Per The Attached Letter .e,.3e plans have been reviewed by The Tukwila Fire . sntion ;Bureau ftf• cc,)-ormance with current City dards. Accen., c slauject to errors and Ii:R \ions which oo alltlhorize violations of adopted =arcs and car, ,r1,_: s rhe responsibility for the Iu4�, t l cestl , ests totally with the designer. visions to these drawings after ;' ,; I€' vA , }' r c:ocance and wilily reouire a io,i,vOrnittai o. ,�.71� - �t yl 4.;.`•. try'.I_bseo:1ent approval. Fin& acceptance 1, _, t!ri rest and Inspection by The Tukwila Fir €: bureau. Date: l- 7 — 14-040 vo rev'. re,(A. 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