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HomeMy WebLinkAboutPP - 14119 34TH PL S - LOT C - PERMITS AND PLANS14119 34TH PL 5 ASSOCIATED PERMITS 15-5-054 D15-0082 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.: / „S. -0Q 3D di /3c?D Site Address: % 1111 2 t9 r L Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 8k( FG ✓Yl . ) Po goy 73 %3/D Mailing Address: CONTACT PERSON -if there are questions about the submittal. (j Name: U Q b Company Name: IJ 14 L Fa Mailing Address: PO Pa )J City/ 1'04 Q373 State Zip Day Telephone: a S 3 - eclb 831 / E-mail Address: b rr6;ter0 the brcf . co err, c Sae Zi Fax Number: o��� ^ X ) - 3D yd Contractor's City of Tukwila Business License number: Total number orelocated devices or sprinkler heads: 3 9 Valuation of Project (contractor's bid price): $ 7 S 7 %, 9a11 .�- Scope of Work (please provide detailed information): 1 fIS+A) /l Gi / ! d n c G �1 (� J p r / 6/i° 1 1►'` Gi 11el.JJI Uiof Wory &stGI 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 AUTHORIZ GENT: Signature: Date: ,S/) 9'/%S Print Name: a I)rI1 D. i4S )Y f V r Day Telephone: as- 3- RAO 3 ] Plan Permit App.doc 8/22/14 TFD FP Form 8 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type � � C Sprinklers: Fire Alarm: of Inspection: Address:? Suite #:/i/,,c J� � L PLS Contact Person: Special Instructions: Phone No.: pproved per applicable codes. COMMENTS: riCorrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector3 Date: (//Z05-- Hrs.: / . v $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, INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit s-_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:C. cAlvl c) Fire Alarm: TyV Inspection: Address./fpJ Suite #: (� Pre -Fire: 3 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e64e44- Ti 2 2- 64744 rA(N — p/et /7L7(bre) ,v✓�- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:\ drz, c—L-- Date: 4t14/3 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 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /5-'5 - 0 5Y IS -Co b 2, PERMITNUMBERS CITY OF TUKWILA FIRE EitPARTMENT 206-575-4407 Project:!Ile .lib'yt Fire Alarm: Type of Inspection: Address: Suite #: /1/41 jy,°L s. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: JNi7349/ Aet- /..,.d / Simms /'d� Q 7f) coves Aft rv-r 446a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 41 1 Date: 9/9b S— Hrs.: 1 $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: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 sow DESIGN SER '' • ........ 1 ........... ATE • cegortFICW" .... ;;;•0°.":„, • Bi racYrec-rsots 151Plattl•LI.ER gore -Mos OC n BelknaP 66, isulok..A t:evei, 1 qa: . View Rovo er, L.L..0 A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-03-96W 0 ... ..... ... ww Job Name Drawing Location Remote Area Contract - Data File TUKWILA LOT C PLAN 3296 - One Head -Calculation 0-1.31)- 14119 34TH PL S TUKWILA WA 98168 150514-05 : 150514-05 Tukwila Lot C.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Page 1 TUKWILA LOT C PLAN 3296 - One Head Calculation (H.31) Date 5/15/2015 HYDRAULIC DESIGN INFORMATION SHEET Name = TUKWILA. LOT -C PLAN -329.6 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y s T E Date - 5=15=2015 System No. - Contract No. - 150514-05 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ) Othr-r ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E S I G N Domestic Flow Added - 0 Additional Flow -Added - Elevation at Highest Outlet - 108 Note: System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: W E Psi Required 54.77 At Ref Pt STR Overhead 150 Underground 150 Water Flow Test: Date of Test Time of Test Static (Psi) 70 R Residual (Psi) - 65 Flow- '(Gpm) - 3:00 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-HydratecInc. .Route 111 Windham -N.H. -USA 03087 Water Supply Curve (C) A \ $coco2 �$ G $$f 79 � - 6a2 a aO Q � 0 7® / __ E ,O a/ k C.. Q 6 1 «� ,•. � 2 / 0 ▪ 7. 2 2• 2 2$ R .k v- a C w m q=& 2 Fittings Used Summary Zit M O r N g One Head C M N r r rCID rrOOO o r o r0 T-OOO U5 0 r retr0)OOO 0 rstODO 000 10 r(nn r - o o o n 0 rN (0 CO O OO N 0 —N(0VI000 O )1) rrsT (")OOO sr 0 r r M M 0 0 0 N )() r•.' N CV 0 0 0 O O Y- r N N 0 0 0 r` r OD r r 0 0 0 r( - r r O0O CV CO r r 0 0 0 0 OD t` r) N T- sr r OD Y- y- CV Mr(0-0)st —Nr (() r .N • r- T- N r NS' r r N r N r M r ▪ N .- 0) U m �a °co, ti -�.m .o w P- o o X X X m o t-gs� 00 0000 Unlit Summary Flow Summary - NFPA 2007 A-PEX Design Services TUKWILA LOT C PLAN 3296 - One Head Calcitation (H.31) Page 4 Date 5/15/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 70.0 65 300.0 89.975 NODE ANALYSIS e Discharge Node Tag Elevation Node Type at Node at Node 17.0 59.38 Notes H.31 108.0 T.54 116.0 T.57 116.0 H.34 116.0 T.52 116.0 T.46 108.0- T.45 108.0 T.42 108.0 T.41 108.0 S.1 104.0 CPL 100.0 MIR 100-.0 STR 100.0 H.29 116.0 H.28 116.0 T.53 116.0 T.55 116.0 T.56 108.0 1426 108.0 1-1.24 108.0 H.22 108.0 H.20 108.0 T.48 108.0 H.17 108.0 H.9 108.0 T.38 108.0 14.2 108.0 H.1 108.0 H.5 108.0 T.37 108.0 T.39 108.0 H.27 116.0 44.21 116.0 T.49 116.0 H.15 116.0 T.43 116.0 1-1.23 11-6.0 H.18 116.0 T.47 116.0 14.30 1-16.0 T.50 116.0 H.19 116.0 4.9 12.03 17.0 14.37 19.84 20.37 21.34 25.63 25.96 26.13 27.21 29.2 41.78 42.21 59.38 20.22 21.47 21.71 21.87 25.83 25.88 28.03 26.09 26.2 26.26 26.34 26.42 26.44 26.48 26.6 26.64 26.68 26.7 21.38 21.67 21.98 22.06 22.14 21.83 21.97 22.1 21.89. 21.92 21.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary.- NFPA 2007 A-FEX Design Services TUKWILA LOT C PLAN 3296 - One Head Calculation (14.31) Page 5 Date 5/15/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1-110 116.0 22.04 _H..11 1.1.6_0 _22.1 H.3 116.0 22.19 T.35 116.0 22.24 T.40 108.0 26.44 H.14 116.0 22.11 T.44 116.0 22.11- H.13 116.0 22.14 H.12 116.0 22.15 T.36 116.0 22.22 14.6 116.0 22.1.6 H.4 116.0 22.21 H.33 108.0 25.86 14.32 108.0 25.88 H.25 108.0 25.92 H.16 108.0 25.94 H.8 108.0 26.44 H.7 108.0- 26.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 6 TUKWILA LOT C PLAN 3296 - One Head Calculation (H.31) Date 5115/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Q" or Ftng`s Pe Pv ""''*** Notes ****** Point Qt Pf/Ft •Eqv. Ln. Total Pf Pn H.31 17.00 0.8621Uel 11.0 21.000 12.030 to 150..0. 1.Utr 2.0 1.4.000 1465 T.54 17.0 0.1658 0.0 35.000 5.803 K Factor = 4.90 Vel = 9.35 T.54 0.0 0.862 2Utb 34.0 5.000 14.368 to 150.0 0.0 28.000 0.0 T.57 17.0 0.1658 0.0 33.000 5.471 Vel = 9.35 T.57 -8.70 0.862 0.0 12.000 p, 839 to 150.0 0.0 0.0 0.0 H..34 8.3 -0.0441 .0.0 12.000 .0.529 Vel = 4.56 H.34 0.0 0.862 1 Uel 11.0 10.000 20.368 to 150.0 0.0 12.000 0.0 T.52 8.3 0.0440 0.0 22.000 0.968 Vel = 4.56 T.52 to T.46 -4.45 3.85 T.46 to T.45 1.34 5.19 0.862 150,0_ 0.0106 0.862 150.0 0.0185 2Utb 34.0 0,0- 0.0 1Utb 17.0 1 Utr 2.0 0.0 50.000 2&000- 78.000 2.000 16.000 18.000 21.336 3.465 0.828 25.629 0.0 0.333 Vel = 2.12 Vel = 2.85 T.45 to T.42 1.35 6.54 0.862 150.0 0.0283 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 25.962 0.0 0.170 Vel = 3.60 T.42 to T.41 3.25 9.79 0.862 150.0 0.0598 1 Utb 1 Utr 17.0 2.0 0.0 2.000 16.000 18.000 26.132 0.0 1.076 Vel = 5.38 -T.41 to S.1 -7.-21 17.0 1.244 150.0 0.0277 -1T 3.443 6.-000 27:208 0.0 3.443 1.732 0.0 9.443 0.262 Vel = 4.49 S.1 0.0 1.244 1E 1.721 25.000 29.202 to 150.0 1T 3.443 5.594 11.732 CPL 17.0 0.0278 1G 0.43 30.594 0.850 * Fixed loss = 10 Vel = 4.49 CPL 0.0 1.68.2 2E 14.959 50.000 41.784 to 150.0 10 1..&7 16.829 0-..0 MTR 17.0 0.0064 0.0 66.829 0.428 Vel = 2.45 MTR 0.0 1.025 2E 5.4 25.000 42.212 to 150.0 0.0 5.400 15.000 * Fixed loss = 15 STR 17.0 0.0713 0.0 30.400 2.168 Vel = 6.61 0.0 17.00. 59.380 K Factor = 2.21. T.57 8.69 0.862 1 Utr 2.0 6.000 19.839 to 150.0 0.0 2.000 0.0 t4.29 8.69- 0.0480 0.0 8.000 0.384 Vet = 4.78 H.29 0.0 0.862 1 Utr 2.0 12.000 20.223 to 150.0 1 UeI 11.0 14.000 0.0 H.28 8.69 0.0480 0.0 26.000 1.247 Vel = 4.78 H.28 0.0 0.862 1 Utr 2.0 3.000 21.470 to 150.0 0.0 2.000 0.0 T.53 8.69 0.0480 0.0 5.000 0.240 Vet = 4.76 T.53 to T.55 -2.78 5.91 0.862 150:0 0.0234 1 Utr 2.0 0.0 0.0 5.000 2:000 7.000 21.710 0.0 0.164 Vel = 3.25 Computer Pi-uyitams by Hydratee trrc: "Route 111 Wrndtrarrr t4.H-. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 7 TUKWILA LOT C PLAN 3296 - One Head Calculation (H.31) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C"or Ptng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes "*'k' T.55 -2.04 0.862 2.Utb 34.0 18..0.0.0 21.874 to 150.0 0.0 28.000 3.485 T.56 3.87 0.0107 0.0 46.000 0.493 T.56 -1.35 0.862 1 Utr 2.0 8.000 25.832 to 150.0 0.0 2.000 0.0 I-(.26 2.52 0.0048 0.0 10.000 0.048 Vel = 2.13 Vel = 1.39 H.26 to 11.24 0.0 2.52 0.862 150.0 0.0049 1 Uei 11.0 0,0 0.0 18.000 12.000 30.000 25.880 0,0 0.146 Vel = 1.39 H.24 0.0 0.862 1 Utr 2.0 11.000 26.026 to 150.0 0.0 2.000 0.0 H.22 2.52 0.0048 0.0 13.000 0.063 Vel = 1.39 H:22 00 0.662 Wel 11:0 10.:000 26:089 to 150.0 0.0 12.000 0.0 H.20 2.52 0.0049 0.0 22.000 0.107 Vel = 1.39 H.20 0.0 0.862 1 UeI 11.0 2.000 26.196 to 150.0 0.0 12.000 0.0 T.48 2.52 0.0049 0.0 14.000 0.068 Vel = 1.39 T._48 0.0 0.862 1 Utr 2.0 13.000 26.264 to 150,.0 H.17 2.52 0.0049 0.0 15.000 0.073 Vel = 1.39 H.17 0.0 0.862 1 Utr 2.0 14.000 26.337 to 150.0 0.0 2.000 0.0 H.9 2.52 0.0049 0.0 16.000 0.078 Vel = 1.39 H.9 0.0 0.862 1 Utr 2.0 2.000 26.415 to 150 0. 0.0 2.000 0-.0. T.38 2.52 0.0050 0.0 _ _ .._. _4.00.0. - -. - 0.020 T.38 -0.32 0.862 1 Utr 2.0 11.000 26.435 to 150.0 0.0 2.000 0.0 14.2 2.2 0.0038 0.0 13.000 0.049 Vel = 1.39 Vel = 1.21 H.2 0.0 0.862 Wei 11.0 19.000 26.484 to 150.0 0.0 12,000 0.0 11.1 2.2 0.0038 0.0 31.000 0.117 Vel = 1.21 H.1 0.0 0.862 1 Utr 2.0 9.000 26.601 to 150.0 0.0 2.000 0.0 H.5 2.2 0.0038 0.0 11.000 0.042 Vel = 1.21 -H.S 0.0 0..862 1Utr 2.:0 9:000 26.-643 to 150.0 0.0 2.000 0.0 T.37 2.2 0.0037 0.0 11.000 0.041 Vel = 1.21 T.37 0.0 0.862 1 Utr 2.0 2.000 26.684 to 150.0 0.0 2.000 0.0 T.39 2.2 0.0038 0.0 4.000 0.015 Vel = 1.21 T39 5.00 0.862 1 Utb 17.0 1.000 26.69 9 to 150.0 0.0 14.000 0...0 T.41 7.2 0.0.3.39 0..0 15.000 0..509 Vel = 3.96 0.0 7.20 27.208 K Factor = 1.38 T.52 4.46 0.862 1 Utr 2.0 1.000 21.336 to 150.0 0.0 2.000 0.0 H.27 4.46. 0.0140 0.0 3.000 0.042 Vel = 2.45 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-FEX Design Services Page TUKWILA LOT C PLAN 3296 - One Head Calculation (14.31) Date 5/15/2015 ' Hyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or tang's Pe Pv Point Qt .PfiFt Eqv. Ln. Total -Pf Pn tkli!lliRlt9r Notes 1tk7i/tfe,e H.27 0.0 0.862 Wel 11.0 9.000 21.378 to 150.0 0.0 12.000 0.0 H.21 4.46 0.0140 0.0 21.000 0.293 Vel = 2.45 H.21 0.0 0.862 1 UeI 11.0 10.000 21.671 to 150.0 0.0 12.000 0.0 T.49 4.46 0.0139 0.0 22.000 0.306 Vel = 2.45 T.49 0.0 0.862 1 Utr 2.0 4.000 21.977 to. 150.0 0.0 2.000 0.0 H.15 4.46 0.0140 0.0 6.000 0.084 Vel = 2.45 H.15 0.0 0.862 1 Utr 2.0 4.000 22.061 to 150.0 0.0 2.000 0.0 T.43 4.46 0.0138 0.0 6.000 0.083 Vel = 2.45 7.43 -120 0X62 2Utb 34.0 39.000 22.144 to 150.0 0.0 28:000 3.465 T.42 3.26 0.0078 0.0 67.000 0.523 Vel = 1.79 0.0 3.26 26.132 K Factor = 0.64 T.53 2.78 0.862 1 Utb 17.0 7.000 21.710 to 15.0.0 0.0 14.000 0.0 H-23 2;.7£t• 0 0058- 0 Q 21;.000- 0;.122 - Vet. = 1.53- H.23 0.0 0.862 1 UeI 11.0 11.000 21.832 to 150.0 0.0 12.000 0.0 14.18 2.78 0:0058 00 23.0000.1'34 Vet 1.53 H.18 0.0 0.862 1 UeI 11.0 11.000 21.966 to 150.0 0.0 12:000 0.0 T.47 2.78 0.0058 0.0 23.000 0.134 Vel = 1.53 T.47 -1.43 0.862 1 Utb 17.0 28.000 22.100 to 150.0 0.0 14.000 3.465 T.46 1.35 00015 00 42.000 0.064 Vet = 0.74 0.0 1.35 25.629 K Factor = 0.27 T.55 2.04 0.862 0.0 4.000 21.874 to 150.0 0.0 0.0 0.0 H.30 2.04 0.0032 0.0 4.000 0.013 Vel = 1.12 H.30 0.0 0.862 1 Utr 2.0 8.000 21.887 to 150.0 0.0 2.000 0.0 T:50 2:04 0:0033 0:0 10:000 0.033 Vel -= 1.12 T...50 0.,Q 0-..862 1. Utr 2.0 8.000 21....920 to 150.0 0.0 2..000 0.0 H.19 2.04 0.0033 0.0 10.000 0.033 Vel = 1.12 H.19 0.0 0.862 1 UeI 11.0 14.000 21.953 to 150.0 0.0 12.000 0.0 H.10 2.04 0.0033 0.0 26.000 0.086 Vel = 1.12 I+ to a.0. 0:8£2 wet 14.0 5.000 22:1139 to 150.0 0.0 12.000 0.0 H.11 2.04 0.0033 0.0 17.000 0.056 Vel = 1.12 H.11 0.0 0.862 1 UeI 11.0 16.000 22.095 to 150.0 0.0 12.000 0.0 H.3 2:04 0.0033 0.0 28:000 -0.092 Vel = 1.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA. 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 9 TUKWILA LOT C PLAN 3296 - One Head Calculation (H.31) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C` or t=inge Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****kk H.3 .0..0 .0.862 1.Uel 11.0 5.0.0.0 22.187 to. 150.0 0.0 12.000 0.0 T.35 2.04 0.0033 0.0 17.000 0.056 Vel = 1.12 T.35 2.64 0.862 2Utb 34.0 20.000 22.243 to 150.0 0.0 28.000 3.465 T.40 4.68 0.0153 0.0 48.000 0.733 Vel = 2.57 T.40 0.32 0.862 1 Utb 17.0 1.000 26.441 to- 150.0- 0.0, 14,000 0.0. T.39 5.0 0.0172 0.0 15.000 0.258 Vel = 2.75 0.0 5.00 26.699 K Factor = 0.97 T.47 1.44 0.862 1 Utr 2.0 1.000 22.100 to 150:0 0:0 -2.000 -0:0 13.14 1.44 0.0020 0.0 3.000 0.006 Vel = 0.79 H.14 0.0 0.862 1 Utr 2.0 2.000 22.106 to 150.0 0.0 2.000 0.0 T.44 1.44 0.0015 0.0 4.000 0.006 Vet f 079- T.44 0.0 0.862 1 Utr 2.0 12.000 22.112 to 150.0 0.0 2.000 0.0 H.13 1.44 0.0017 0.0 14.000 0.024 Vel = 0.79 H.13 0.0 0.862 1 Utr 2.0 6.000 22.136 to 150.0 0.0 2.000 0.0 1-1.12 1.44 0.0018 0.0 8.000 0.014 Vet = a.79 H.12 0.0 0.862 1 UeI 11.0 13.000 22.150 to 150:0 1 Utb 17:0 26:000 0:0 T.36 1.44 0.0017 0,0 39.000 0.067 Vet = 0.79 T.36 1.20 0.862 1 Utr 2.0 3.000 22.217 to 150.0 0.0 2.000 0.0 T.35 2.64 0.0052 0.0 5.000 0.028 filet = 1.45 0.0 2.64 22.243 K Factor = 0.56 1.43 120 02862 1 Utr. 2;.0 15.000 22144. to 150.0 0.0 2.000 0.0 H.6 1.2 0.0012 0.0 17.000 0.021 Vel = 0.66 H.6 0.0 0.862 1 UeI 11.0 23.000 22.165 to 150.0 0.0 12.000 0.0 H.4 1:2 0.0012 0:0 35:000 0:043 Vel = 0.66 14.4 0.0. 0.862 1Utr 2.0 5.000 22.208. to 150.0 0.0 2.000 0.0 T.36 1.2 0.0013 0.0 7.000 0.009 Vel = 0.66 0.0 1.20 22.217 K Factor = 0.25 T.56 1.34 0.862 1 UeI 11.0 5.000 25.832 to. 150.0 0.0- 12.000- 0.0 H.33 1.34 0.0015 0.0 17.000 0.025 Vel = 0.74 H.33 0.0 0.862 0.0 13.000 25.857 to 150.0 0.0 0.0 0.0 H.32 1.34 0.0015 0.0 13.000 0.020 Vel = 0.74 computer Programa #y hydrateo tno.. Route 111 Windham. N.H.. USA. 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 10 TUKWILA LOT C PLAN 3296 - One Head Calculation (1-.31) Date 5115/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or P'tng's Pe Pv Point Qt Pf/Ft Edv. Ln. Total Pf Pn fe friili*** Notes k H.32 0.0 0.862 1Uel 11.0 13.000 25.877 td 150.0 0-.0 12.000 4.0 H.25 1.34 0.0015 0.0 25.000 0.038 Vel = 0.74 H.25 0.0 0.862 1 Utr 2.0 13.000 25.915 to 150.0 0.0 2.000 0.0 H.16 1.34 0.0015 0.0 15.000 0.023 Vel = 0.74 H.16 0.0 0.862 1 UeI 11.0 4.000 25.938 to 150.0- 0,0. 12.000 0.0- T.45 1.34 0.0015 0.0 16.000 0.024 Vel = 0.74 0.0 1.34 25.962 K Factor = 0.26 T.38 0.32 0.862 1 Utb 17.0 11.000 26.435 to 1500 0:0 14.000 0.0 1-1:8 0.32 0.0001 0.0 25.000 0.002 Vet = 0.18 H.8 0.0 0.862 1 Utr 2.0 9.000 26.437 to 150.0 1 UeI 11.0 14.000 0.0 11.7 0.32 0.0001 0.0 23.000 0.003 Vet 0.18 14.7 0.0 0.862 lUtr 2.0 7.000 26.440 to 150.0 0.0 2.000 0.0 T.40 0.32 0.0001 0.0 9.000 0.001 Vel = 0.18 0.0 0.32 26.441 K Factor = 0.06 Curt'}Suter Pruyt dais fay Hydrates.. Route 111 111df tarN•.tf. USA 03087 • DEsIGN SFR wwwwww ................... elar 1.60"::"."15 • ..... V046"14°312$* erg•010°311‘ • cocctIFI-- • raoireciraOti it oft ap VA 064% \) - -10 t.ev 6 : FM1 • fka\t"e 942D 00 • ....... • • n•tar. wwwww www A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name -:- TUKWILA W C PLAN 3296 - Two Head -Calculation -(14.34 &I-1.27) Drawing Location : 14119 34TH PL S TUKWILA WA 98168 Remote Area : Contract 150514-05 -Data -File : 150514415 Tukwila tot C.w)(2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Page 1 TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 & H.27) Date 5/15/2015 HYDRAULIC DESIGN INFORMATION SHEET Nate = TUKWILA LOT C PLAN 3296' Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date = 5=15=2015 System No. - Contract No. - 150514-05 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 )Othe-r ( )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 E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: 13 Gpm Psi x 16 0 Gpm Gpm 116 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 26.1476 Summary C -Factor Used: Psi Required 53.98 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 Flow- (Gpm) - 30'0 3 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) - N oS tt Cr) 0 N N 0 -c,. as w 0 -3- H 0 0) N w J Ca �g L Fittings Used Summary (O N 0 O CO O tr M N N N 05 M ti O m U 0 m a) 3 F- s (o 6) co Z N yy M a i1 F- _ E c — M N '-(Oa-.-000 0.-O .-tris—.-000 W)Or- .- Tr -0000 0 .-srCO OD 000 1 • Mn r- 000 n O N (O(0000 N O T- CV 00000 CO 10 Nr 0 a- a- M M 0 0 0 N 10 V.. V.. N N 0 0 0 O 0 N N 0 0 0 h - CO a - a-000 Y') .--Is.a-.-000 • CO x.-000 ✓ t() 0 CO .-MSO.--O)er � CVT.. CV.' - N T- N ‘- er a- ▪ T- N —N."M'—• Na- t co c U 3 d c 0 _ 3 o ' a r.?teto > ( 2.2 a o (0 oo''o D: O) O o) Q Q Q s. t9 U1 t9 F- 713 1 Units Summary L U a) C O. L 7. CD 0- 0. N L O CE Of C L a° Flow Summary - NFPA 2007 A-PEX Design Services . TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 & H.27) Page 4 Date 5/15/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.945 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 26.15 53.981 Notes H.34 116.0 T.57 116.0 H.29 116.0 H.28 116.0 T.53 116.0 T.55 116.0 T.56 108.0 H.26 108.0 H.24 108.0 H.22 108.0 H.20 108.0 T.48 1080 H.17 108.0 H.9 108.0 T.38 108.0 H.2 108.0 H.1 108.0 H.5 108.0 T.37 108.0 T.39 108.0 T.41 108.0 S.1 104.0 CPL 1000 MTR 100.0 STR 100.0 T.52 116.0 T.46 108.0 T.45 108.0 T.42 108.0 14.27 116.0 H.21 116.0 T.49 116.0 14.15 116.0 T.43 116.0 H.23 116.0 H.18 116.0 T.47 116.0 H.6 116.0 H.4 116.0 T.36 116.0 T.35 116.0 T.40 108.0 4.9 7.04 13.0 7.72 8.17 9.64 9.92 10.15 14.4 14.5 14.79 14.92 15.14 15.27 15.42 15.58 15.62 15.73 15.98 16.07 16.16 16.19 17.29 19.6 33.22 34.17 53.98 7.24 13.72 14.51 14.86 4.9 7.2 13.15 8.25 9.36 9.66 9.96 10.02 10.13 1024 10.1 10.38 10.43 10.52 15.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Page 5 TUKWILA LOT C PLAN 3296 - Two Head Calculation (1-1.34 & H.27) Date 5/15/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.30 116.0 10-16 T.50 116_0 102 H.19 116.0 10.23 H.10 116.0 10.32 H.11 116.0 10.37 H.3 116.0 10.47 14-.14 116.0 -ta T.44 116.0 10.26 H.13 116.0 10.3 H.12 116.0 10.32 H.33 108.0 14.42 H.32 108.0 14.44 H.25 108.0 14.47 H-.1-6 168.0 14.49 H.8 108.0 15.62 H.7 108.0 15.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 6 . TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 &14.27) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "t;'' or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes **"" H.34 9.50 0.862 0.0 12.000 7.040 tQ= 1500 0::@ 47,:0= f::0= T.57 9.5 0.0565 0.0 12.000 0.678 K Factor = 4.90 Vel = 5.22 T.57 0.0 0.862 1Utr 2.0 6.000 7.718 to 150.0 0.0 2.000 0.0 H.29 9.5 0.0565 0.0 8.000 0.452 Vel = 5.22 H.29 0.0 0.862 1Utr 2.0 12.000 8.170 la 15£1:0 'Met 11.0 14:000 e:0 .1-128 0.5 0.0565 0.0 26.000 1..47.0 Vel = 5.22 H.28 0.0 0.862 1Utr 2.0 3.000 9.640 to 150.0 0.0 2.000 0.0 T.53 9.5 0.0564 0.0 5.000 0.282 Vel = 5.22 T.53 -2.48 0.862 1 Utr 2.0 5.000 9.922 to 150:0' 0 o- 2:000 0: T.55 7.02 0.0324 0.0 7.000 0.227 Vel = 3.86 T.55 -2.06 0.862 2Utb 34.0 18.000 10.149 to 150.0 0.0 28.000 3.465 T.56 4.96 0.0170 0.0 46.000 0.782 Vel = 2.73 T.56 -1.26 0:862 1Utr 2.0 8.000 14.396 to 150:0 0:0- 2,000 00 H.26 3.7 0.0099 0.0 10.000 0.099 Vel = 2.03 H.26 to H.24 0.0 3.7 0.862 150.0 0.0099 1 Uel 11.0 0.0 0.0 18.000 12.000 30.000 14.495 0.0 0.296 Vel = 2.03 H.24 to, H.22 0.0 3.7 0.862 1500 0.0098 1Utr 2.0 0.0. 0.0 11.000 2:000 13.000 14.791 00= 0.128 Vel = 2.03 H.22 to H.20 0.0 3.7 0.862 150.0 0.0099 1UeI 11.0 0.0 0.0 10.000 12.000 22.000 14.919 0.0 0.217 Vel = 2.03 H.20 to - T.48 0.0 3.7 0.862 15Q.t3-- 0.0099 1 UeI 11.0 2.000 15.136 0.0 14.000 0.138 Vel = 2.03 T.48 to H.17 0.0 3.7 0.862 150.0 0.0099 1Utr 2.0 13.000 15.274 0.0 2.000 0.0 0.0 15.000 0.148 Vel = 2.03 H.17 to . . H.9 0.0 3.7 0.86.2 150.0. 0.0099 1 up - a0: 0.0 14.000 2:000- 16.000 15.422 0:0' 0.158 Vel = 2.03 H.9 to T.38 0.0 3.7 0.862 150.0 0.0100 1Utr 2.0 0.0 0.0 2.000 2.000 4.000 15.580 0.0 0.040 VeI= 2.03 T.38 to 11.2 -0.37 3.33 0:862 150.0. 0.0082 1Utr 2.0 0.0 0.0 11.000 2,000- 13.000 15.620 0.0 0.106 Vel = 1.83 H.2 0.0 0.862 1 UeI 11.0 19.000 15.726 to 150.0 0.0 12.000 0.0 H.1 3.33 0.0081 0.0 31.000 0.252 Vel = 1.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-FEX Design Services Page 7 . TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 & 14.27) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C` or Ftng's Pe Pv Point Qt Pf/Ft Eqv. -Ln. Total Pf Pn *1t7ltili*it Notes ****** H.1 0.0 0.862 1 Utr 2.0 9.000 15.978 to- 1890-- @ :0- 2:009 00' H.5 3.33 0.0081 0.0 11.000 0.089 Vel = 1.83 11.5 0.0 0.862 1 Utr 2.0 9.000 16.067 to 150.0 0.0 2.000 0.0 T.37 3.33 0.0082 0.0 11.000 0.090 Vel = 1.83 T.37 0.0 0.862- 1 Utr 2.0 2.000 16.157 tt 15+12- 0:.0 2000- T.39 :E - T.39 3.33 0.0080 0.0 4..000 0.032 Val = 1..83 T.39 7.61 0.862 1 Utb 17.0 1.000 16.189 to 150.0 0.0 14.000 0.0 T.41 10.94 0.0733 0.0 15.000 1.100 Vel = 6.01 T.41 15.21 1.244 1T 3.443 6.000 17.289 to ma 0:0` 3:414.1.- t.732 - S.1 26.15 0.0617 0.0 9.443 0.583 Vel = 6.90 S.1 0.0 1.244 1E 1.721 25.000 19.604 to 150.0 1T 3.443 5.594 11.732 * Fixed Toss = 10 CPL 26.15 0.0616 1G 0.43 30.594 1.886 Vel = 6.90 CPL 0.0 1:682 2E 14.959 50.000 33.222 to 1504 IC t87 16.-829. 0_-0• MTR 26.15 0.0142 0.0 66.829 0.948 Vel = 3.78 MTR 0.0 1.025 2E 5.4 25.000 34.170 to 150.0 0.0 5.400 15.000 * Fixed loss = 15 STR 26.15 0.1583 0.0 30.400 4.811 Vel = 10.17 0.0 26:96- 53:98-1 K Faotor- = 3.86- H.34 H.34 3.50 0.862 1 UeI 11.0 10.000 7.040 to 150.0 0.0 12.000 0.0 T.52 3.5 0:0089 0.0 22.000 0.196 Vet 1.92 T.52 to T.46 4.24 7.74 0.862 150.0 0.0387 2Utb 34.0 0.0 0.0 50.000 28.000 78.000 7.236 3.465 3.015 Vel = 4.26 T.46 to T.45 0.59 8.33 0.862 150.0 0.0443 1 Utb 1 Utr 17.0 2.0 0.0 2.000 16.000 "18.000 13.716 0.0 0.797 Vat = 4.58 T.45 1.26 0.862 1 Utr 2.0 4.000 14.513 to 150.0 0.0 2.000 0.0 T.42 -2.52 1105.77 0Q 6.000 0.3.46 Vet = 827 T.42 5.62 0.862 1 Utb 17.0 2.000 14.859 to 150.0 1 Utr 2.0 16.000 0.0 T.41 15.2t 0.1350 0.0 fi8.000 2.430 Vet = 8.36- 0.0 15.21 17.289 K Factor = 3.66 T.52 -4.28 9;8&2 TUtr.- 20 MO 7.236 to 150.0 0.0 2.000 0.0 H.27 -4.23 -0.0127 0.0 3.000 -0.038 Vel = 2.33 H.27 13.14 0.862 1 UeI 11.0 9.000 7.198 to 150.0 0.0 12.000 0.0 H.21 8.91 0.0502 0.0 21.000 1.055 K Factor = 4.90 Vel = 4.90 Computer Programs by Hydratec Tnc. Route fififi Windham N.W. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 8 TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 & H.27) Date 5/15/2015 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "D" or Ptng's Pe Pv Point Qt Pf/Ft Eqv. tn. Total Pf Pn Notes ""'`""* H.21 0.0 0.862 1 Uel 11.0 10.000 8.253 lb- 15Off 010 42.000 4:4 T.49 8.91 0.0502 0.0 22.000 1.105 Vel = 4.90 T.49 to H.15 0.0 8.91 0.862 150.0 0.0502 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 9.358 0.0 0.301 Vel = 4.90 11.15 0.0 0.862 lUtr 2.0 4.000 9.659 to, 150:0. 0.-0= 2000- 0,0- T.43 0T.43 8.91 0.0503 0.0 6.000 0.302 Vel = 4.90 T.43 -3.29 0.862 2Utb 34.0 39.000 9.961 to 150.0 0.0 28.000 3.465 T.42 5.62 0.0214 0.0 67.000 1.433 Vel = 3.09 0.0 5x62 14.859- • K- Factor = 1=.46= T.53 2.48 0.862 1 Utb 17.0 7.000 9.922 to 150.0 0.0 14.000 0.0 14.23 Z.48 0.0047 0.0 2/.000 0.099 Vet 1.3E H.23 0.0 0.862 Wel 11.0 11.000 10.021 to 150.0 0.0 12.000 0.0 1-.18. 2.48 0.0047 0.0 23..000 0..1.08 Vel= 1.36 H.18 to T.47 0.0 2.48 0.862 150.0 0.0047 1 Uel 11.0 0.0 0.0 11.000 12.000 23.000 10.129 0.0 0.108 Vel- = 136 T.47 -1.89 0.862 1 Utb 17.0 28.000 10.237 to 150.0 0.0 14.000 3.465 T..46 D_52 .QD003. ILO_ dam 1Q.D14- Val-= au_ 0.0 0.59 13.716 K Factor = 0.16 T.43 3.29 0.862 1 Utr 2.0 15.000 9.961 to 150.0 0.0 2.000 0.0 H.6 3.29 0.0079 0.0 17.000 0.135 Vel = 1.81 t#e- Q.Q- Glifi2 Wet WO.- 2&000= 1#tt3SE to 150.0 0.0 12.000 0.0 H.4 3.29 0.0080 0.0 35.000 0.279 Vel = 1.81 H.4 0.0 0.862 1 Utr 2.0 5.000 10.375 to 150.0 0.0 2.000 0.0 T.36 3.29 0.0079 0.0 7.000 0.055 Vel = 1.81 T.36: 1.89 0.862- .1 - • 2.0. Imo. 1 43O to 150.0 0.0 2.000 0.0 T.35 5.18 0.0184 0.0 5.000 0.092 Vel = 2.85 T.35 to T.40 2.06 7.24 0.862 150.0 0.0342 2Utb 34.0 0.0 0.0 20.000 28.000 48.000 10.522 3.465 1.641 Vel = 3.98 T.40 0.36. 0:862.= lUtb- 1-70. 1000= 15:-628 to 150.0 0.0 14.000 0.0 T.39 7.6 0.0374 0.0 15.000 0.561 Vel = 4.18 0.0 7.60 16.189 K Factor = 1.89 Computer Programa ty 171.y.ciratao Mo. Route 111. Afnd#am. N.K,. USA Q3Q67 Final Calculations - Hazen -Williams A-PEX Design Services Page 9 TUKWILA LOT C PLAN 3296 - Two Head Calculation (H.34 & 11.27) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ` or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *1�1r*1H ie* Notes ****** T.55 2.06 0.862 0.0 .4.000 10.149 td- two fT. a 0.la 0.0 11.30 2.06 0.0032 0.0 4.000 0.013 Vel = 1.13 11.30 0.0 0.862 1 Utr 2.0 8.000 10.162 to 150.0 0.0 2.000 0.0 T.50 2.06 0.0034 0.0 10.000 0.034 Vel = 1.13 T.50 0.0 0.862 1 Utr 2.0 8.000 10.196 to. 1500. 0.0- 2.000- WI H.19 2.06 0.0033 0.0 10.000 0.033 Vel = 1.13 11.19 0.0 0.862 1 Uel 11.0 14.000 10.229 to 150.0 0.0 12.000 0.0 H.10 2.06 0.0033 0.0 26.000 0.087 Vel = 1.13 11.10 0.0 0.882 1 UeI 11.0 5.000 10.316 to 1600- 0.00 12.900- 04- H.11 2.06 0.0033 0.0 17.000 0.056 Vel = 1.13 H.11 0.0 0.862 1 Uel 11.0 16.000 10.372 to 150.0 0.0 12.000 0.0 H.3 2.06 0.0034 0.0 28.000 0.094 Vel = 1.13 1-1.3 0.0 0.862 Wel 11.0 5.000 10.466 1500' az: T.a5_ 2.06_ O.0 3,3 Q.O. 17.000 0.056 Vel = 1.13 0.0 2.06 10.522 K Factor = 0.64 T.47 1.89 0.862 1 Utr 2.0 1.000 10.237 to 150.0 0.0 2.000 0.0 R14 189- 0.0030. 0.0 3:00.0- 0.009. tTet 1%04 11.14 0.0 0.862 1 Utr 2.0 2.000 10.246 to 150.0 0.0 2.000 0.0 T.44 1.89 00028 0.0 4.000 0-011 Vet 1.04 T.44 0.0 0.862 lUtr 2.0 12.000 10.257 to 150.0 0.0 2.000 0.0 H.1.3 1.89 0.0029 0.0 14.000 0.040 Vel = 1.04. H.13 0.0 0.862 1 Utr 2.0 6.000 10.297 to 150.0 0.0 2.000 0.0 14.12 1.89 0.0029 0.0- 8.000- 0.023 Vel = 1:04 11.12 0.0 0.862 1 UeI 11.0 13.000 10.320 to 150.0 1 Utb 17.0 26.000 0.0 T.36 1_.89 D nn2a D_D D9..O0 0.110 VAI-= 1.04- 0.0 1.89 10.430 K Factor = 0.59 T.56 1.27 0.862 1 UeI 11.0 5.000 14.396 to 150.0 0.0 12.000 0.0 1-1.33 1.27 0.0014 0.0 17.000 0.023 Vel = 0.70 14:38` 611' 4186a 0::4 t&:440 14:_41.0 - to_ 1500_ 0.0_ Q.0_ 0.O_ H.32 1.27 0.0014 0.0 13.000 0.018 Vel = 0.70 H.32 0.0 0.862 1 UeI 11.0 13.000 14.437 to 150.0 0.0 12.000 0.0 H.25 1.27 0.0014 0.0 25.000 0.034 Vel = 0.70 Computer P ograns by 4 tydretec enc. Route 141 N.+i-. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 10 TUKWILA LOT C PLAN 3296 - TWO Head Calculation (14.34 &I-1.27) Date 5/15/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. tn. Total Pf Pn Notes * H.25 0.0 0.862 lUtr 2.0 13.0.0.0 14.471 H.16 1.27 0.0014 0.0 15.000 0.021 Vel = 0.70 H.16 0.0 0.862 1 UeI 11.0 4.000 14.492 to 150.0 0.0 12.000 0.0 T.45 1.27 0.0013 0.0 16.000 0.021 Vet = 0.70 0.0 1.27 14513 KFactor 0.33. T.38 0.37 0.862 1 Utb 17.0 11.000 15.620 to 150.0 0.0 14.000 0.0 14.8 0.37 0.0001 i 25.000 0.003 Vet 0-.20 H.8 0.0 0.862 lUtr 2.0 9.000 15.623 to 150.0 1 Uel 11.0 14.000 0.0 H.7 0.37 0.0001 0.0 23.000 0.003 Vet = 0.20 H.7 0.0 0.862 1 Utr 2.0 7.000 15.626 to 150.0 0.0 2.000 0.0 T.40 0.37 0.0002 0.0 9-.000 0.002 Vet = 0.20 0.0 0.37 15.628 K Factor = 0.09 Czmrpu r-Projramby iiydr°atecInd. Route Th Windham N.H. USA 03087 51 PLY: 25 OF 1-1/ 2" a P X mom 1W CpL 1.0 5.1 %A11G P51: 70 50' OF 1-1/ 2" POLY FROM 11F— !!AL PSI: 65 (n/ �1" M�1Ptz PLOW CPM: 300 25' OP 1" COPPER FROM 11t MI 1' WALK 5mva 11'AIL N11•.5, 1 MO5fFM2 LIGfJlY mmore iM75 IfAt2 # 'M 12M551Xe I.0'17 A1' 511W N51 17 5411 1154 & N,21 26 53.98 NV 1V5: IF A KV 15 MIN16 MININ51AALL19, NO MOS ¶HAN AN 8 P51 PM55 ' mop A1' 26 GPM 15 MQUI 1Z A I" Ap0LLO 56NLF OR 561 -LF 5M5 P V 15 ICOMMUP t, VK -I84 -2O0 PRY IR161-I1 Mt 51 t IN51ALLW IN AMC IF mrNAa 15 LOCA1 b O 1 LOCA1 W IN MC, GALCULA11ON5/MUM 5Aft1Y TO 5 'PM -1W A1211121110A 1'I1'11NG, I.0 C49-16 o 14111019-16 FaVVLOModclU.47C49WC49 ConorbziF - - 25 K-4.9, I55F . V8" Orifice, M:s i g 16'x16' 5pr-tiler head dernaut 15 t a 704 -9 wag Mail LL-IC49 FC49 Card Pe r* Spiriler K -49,155r, W8" Orifice. Maarten 5paceq181A81 *rinklerImIdereret. 17 cym 012.05 —tom 1H5 SL P LAYOUT 15 13A,9412 U'ON INFORM/MON PROV117412 13Y Ot1FR5. GNANIZ5 IN CON5111t11 i OR PI1,9 CONVMON5 MAYO= Will MAY WOLK 01ANCO51'011 LAYOUT. i1' 1511f RVTON1513LtIY OF lit IN5fALLPR 10 NOI1PYA1'PX t 51x1 SE 1�IJICt5 OF 5ILH CWANC>15. I_OO 19'Fx ©'O ❑ Without Comments As Noted in Re ❑ Per The Attached Letter plans have been reviewed by The Tukwila Fire ntion Bureau ?or conformance with current City �� arils. Acceptance is subject to errors and omissions which oo not authorize violations of adopted standards and ordinances. The responsibility for the dequacy of oesign rests totally with the designer. Additions, deletion= or revisions to these drawings after this date will void chis 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: S --)s 8-1 s By: ) Hydro retv,ieot. Flow (6vck a -) +.e 4- r e „. veJ 1` ! n FIRE EP R 1 F`> ENT I' +love call 206-575-4407 and give this Fire Permit No s-S-o°tel nitt: rr�: oract adcpp^r s for shut- .. 3Y'Yn rC stci t ioii pprovaL 5-1 FLOW 5W1tH tl5I A55M1LY MINI -SUITE 10'2x11'0 NOS ' 10'0x!0'0 INTLVL WNNCi1ON5 SOr IT f ill,,Y IS'Ox16'2 4 1 02x5' z OvEN/ 00 CFM V.T.D. SINK LLM'�G199-16 Ilii ACT BAF TIER FLUOR. 4'9x[' i1— OM 4 is 5c 6'2 1 U.ITC49-18 NOTE; I -I/ 2" AQUApEXpkOM 5.1 TO MAIN 5Pt1NKL I.001', PROVIDE 1 3/S' CORE SELF -C FIFE 4x12'6 PROVIDESTAIR IDAY' ILLUMINATION PER j SECTION R3031 IRC; IIIA I,l.c9-18 16 COLLI LINETYPt L C N' 13f -LE I,I1t5- F 1710 i'IX11. 5 (13A11-1, 51O'V1r I:, .1-C.) . I3I.AGK U 5- 51'PINKi, R IVO 10 TIZIN L Iz I AI7, -1/ 2" PIPP 5 Z If -1"P51ZI; - 1-1/ 2" PIM SIZE 6 L. POLL' OR. 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