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PP - 4021 S 126TH ST - LAM RESIDENCE - PERMITS AND PLANS
4021 S 126TH ST ASSOCIATED PERMITS 16-5-156 D15-0024 00,44 rrnH 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. SITE LOCATION Site Address: `'G c72i1 5 (2, 2 C, Tenant Name: New Tenant? N. Yes ❑ - No -� Property Owner's Name: iZkit'D (..Ovw► Mailing Address: /S2.1 3 .9,8 ANA. CONTACT PERSON -if there are questions about the submittal. Name: b.epr rt T 111 t a y\ Company Name: vt i .i UI CNA., . L t, v..A.61 v- 5 Mailing Address: -PO **PLEASE PRINT** King Co. Assessor's Tax No.: `73 ("INQa0 (QCel Suite Number: Floor: Wfr\WtratX City E-mail Address: A/onyx a E NICET III number: tAm. State Zip Day Telephone:,2<3 - 43SLD leo -1 O 1LAiehilve Ct 2a,, n t epi V 4.^..) . C,w. Fax Number: 9 -'S -1 - Contractor's City of Tukwila Business License number: (90St ln/> 0A3?3 State Zip '-3E-- (c sy Total number of new/relocated devices or sprinkler heads: ' C.(! Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Cr.Kc. \ ?rze S ‘,iS OvN YNA-w 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 PENALT OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PE BUILDIN Signatur Print Name: Plan Permit App.doc RIZED AGENT: 8/22/14 Date: 7 S _7tlP Day Telephone:.2e'l - 320 - OS -8S TFD FP Form 8 2 -- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit op cc -vo:x1 • L /r. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: mow- Re,T 4,/1.C. Sprinklers: Type of Inspection: r -ii.<_ 6iNut Ii s �ic fu,J Address: clo-1, % s /2,,04f.,. Suite #: s f, Contact Person: / Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Fig Folw 1 04< srvi-k 4- F,.t o� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: ThV'v - _ ( Date: Lix.2,1 _ f 7 Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:1 ik^ �&�y��le.c Type of Inspection: se cev4E--- Address: god.' Suite #: 3 / a6 -t— Contact Person: Special Instructions: Permits: Phone No.: proved per applicable codes. riCorrections required prior to approval. COMMENTS: t,c TT 3-(-- — D 3 v 6-P4._ ©K -r Cr v� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 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 ER . WASHINGTON STATE CERTIFICATE SFRINKLIE ericv i STEMS VIRE Bill an Belknap 6 . , 1.08-A Level 1 Y� iew Rooter, L.L. `C... A - 7 2DF • A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesignservices.com Job Name : TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H:31) Drawing Location : 4021 SOUTH 126TH STREET TUKWILA WA 98168 Remote Area : Contract : 160617-01 Data File : 160617-01 Tukwila Lot 45 Lam-Nuyen.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PE▪ X Design Services, Inc. -EP TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Page 1 Date 6/23/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 45 LAM-NGUYEN Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-17-2016 System No. - Contract No. - 160617-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling Made by ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Date M Listed Flow at Start Point - Listed Pres. at Start Point - 7.04 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G Note: N 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 26.0727 Summary C -Factor Used: Psi Required 56.91 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 65 R Residual (Psi) - 60 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 Two Head Calculation (H.36 & H.31) Z d W W do C Z N 8g a) NI - g) a) J 0 x� W d � Q Fittings Used Summary () 2 (0 M 2 c 0 0 U U (0 4) 2 F - z aW 0 c Q J N a) NI - 5) O a) a) a� •='t c E co mZ J c� ii < �C)CAI - (0 r- '— 000 o — o 0 0 0 (0 0 ''7 -0)000 o A- Art COCO000 LO A- N- COh N- 000 N- 0 N CO (0 0 0 0 N 0 N (O CO 0 0 0 00 (O Nr co 0 0 0 -4- co M 0 0 0 N (O N N 0 0 0 O 0 (NJ N 0 0 0 r• - co 000 (0 N- . . 0 0 0 N —(0 ''-000 LO 0 Ooh A- A- hA- N N- N O) U c _a(a Nim w w Ua)HW a) a) 00.00 "'x X X 2 c 0 3a) a) a) 6 a`) 0'0mmm _ w c > > > oo cpo 0-0- k k k L- UwOH»> Units Summary 47 _O u) N — 0 L C LL D N N c m c C ) D N *C Ea)3m (0 c O 2 0 J l_l d Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Date 6/23/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 65.0 60 300.0 64.946 26.07 56.905 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.36 116.0 H.28 116.0 T.51 116.0 T.52 108.0 H.33 108.0 H.29 108.0 H.30 108.0 H.21 108.0 H.6 108.0 T.40 108.0 H.5 108.0 T.38 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.31 116.0 T.49 116.0 T.50 108.0 H.35 108.0 H.22 108.0 H.7 108.0 H.1 108.0 H.2 108.0 T.37 108.0 H.18 116.0 T.44 116.0 H.15 116.0 H.14 116.0 H.17 116.0 T.45 116.0 H.16 116.0 H.3 116.0 T.39 116.0 H.34 116.0 H.25 116.0 H.26 116.0 H.27 116.0 H.32 116.0 T.47 116.0 H.23 116.0 T.43 116.0 4.9 7.04 13.0 9.13 10.56 15.03 15.29 15.77 16.15 16.83 17.21 17.84 18.14 19.97 22.4 36.01 37.12 56.9 4.9 7.12 13.07 10.34 15.0 15.49 15.97 16.66 17.12 17.53 17.63 10.87 11.1 11.21 11.27 11.32 11.43 11.61 12.16 12.75 10.68 10.82 10.9 10.98 11.12 11.33 11.36 11.21 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 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Date 6/23/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 H.10 T.42 H.9 T.41 H.12 H.13 H.20 H.19 T.46 T.48 H.8 H.4 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 116.0 116.0 11.49 12.22 12.4 12.57 12.74 15.0 15.01 15.02 15.02 15.02 15.03 12.74 12.75 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 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Date 6/23/2016 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.36 9.78 0.862 UeI 11.0 23.000 7.040 to 150.0 0.0 12.000 0.0 H.28 9.78 0.0596 0.0 35.000 2.087 H.28 0.0 0.862 Utr 2.0 10.000 9.127 to 150.0 UeI 11.0 14.000 0.0 T.51 9.78 0.0597 0.0 24.000 1.432 T.51 -3.73 0.862 2Utb 34.0 13.000 10.559 to 150.0 0.0 28.000 3.465 T.52 6.05 0.0245 0.0 41.000 1.004 T.52 0.53 0.862 Utr 2.0 7.000 15.028 to 150.0 0.0 2.000 0.0 H.33 6.58 0.0287 0.0 9.000 0.258 H.33 0.0 0.862 0.0 17.000 15.286 to 150.0 0.0 0.0 0.0 H.29 6.58 0.0287 0.0 _ 17.000 0.488 H.29 0.0 0.862 Utr 2.0 11.000 15.774 to 150.0 0.0 2.000 0.0 H.30 6.58 0.0286 0.0 13.000 0.372 H.30 0.0 0.862 UeI 11.0 12.000 16.146 to 150.0 0.0 12.000 0.0 H.21 6.58 0.0287 0.0 24.000 0.688 H.21 0.0 0.862 Utr 2.0 11.000 16.834 to 150.0 0.0 2.000 0.0 H.6 6.58 0.0287 0.0 13.000 0.373 H.6 0.0 0.862 UeI 11.0 10.000 17.207 to 150.0 0.0 12.000 0.0 T.40 6.58 0.0287 0.0 22.000 0.631 T.40 6.45 0.862 Utr 2.0 1.000 17.838 to 150.0 0.0 2.000 0.0 H.5 13.03 0.1013 0.0 3.000 0.304 H.5 0.0 0.862 Utr 2.0 4.000 18.142 to 150.0 UeI 11.0 14.000 0.0 T.38 13.03 0.1014 0.0 _ 18.000 1.825 T.38 13.04 1.244 T 3.443 8.000 19.967 to 150.0 0.0 3.443 1.732 S.1 26.07 0.0613 0.0 11.443 0.702 S.1 0.0 1.244 E 1.721 25.000 22.401 to 150.0 T 3.443 5.594 11.732 CPL 26.07 0.0613 G 0.43 30.594 1.876 CPL 0.0 1.61 2E 12.089 50.000 36.009 to 150.0 C 1.511 13.600 0.0 MTR 26.07 0.0175 0.0 63.600 1.110 MTR 0.0 1.025 2E 5.4 25.000 37.119 to 150.0 0.0 5.400 15.000 STR 26.07 0.1574 0.0 30.400 4.786 0.0 26.07 56.905 K Factor = 4.90 Vel = 5.38 Vel = 5.38 Vel = 3.33 Vel = 3.62 Vel = 3.62 Vel = 3.62 - Vel = 3.62 Vel = 3.62 Vel = 3.62 Vel = 7.16 Vel = 7.16 Vel = 6.88 * * Fixed Loss = 10 Vel = 6.88 Vel = 4.11 * * Fixed Loss = 15 Vel = 10.14 K Factor = 3.46 H.36 3.22 0.862 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 H.31 3.22 0.0076 0.0 10.000 0.076 Vel = 1.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 a TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Date 6/23/2016 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.31 13.07 0.862 Uel 11.0 9.000 7.116 to 150.0 0.0 12.000 0.0 T.49 16.29 0.1534 0.0 21.000 3.221 T.49 -9.73 0.862 2Utb 34.0 14.000 10.337 to 150.0 0.0 28.000 3.465 T.50 6.56 0.0285 0.0 42.000 1.197 T.50 -0.53 0.862 0.0 20.000 14.999 to 150.0 0.0 0.0 0.0 H.35 6.03 0.0244 0.0 20.000 0.487 H.35 0.0 0.862 Utr 2.0 18.000 15.486 to 150.0 0.0 2.000 0.0 H.22_ 6.03 0.0244 0.0 20.000 0.487 H.22 0.0 0.862 Uel 11.0 16.000 15.973 to 150.0 0.0 12.000 0.0 H.7 6.03 0.0244 0.0 28.000 0.682 H.7 0.0 0.862 Utr 2.0 17.000 16.655 to 150.0 0.0 2.000 0.0 H.1 6.03 0.0244 0.0 19.000 0.463 H.1 0.0 0.862 Utr 2.0 15.000 17.118 to 150.0 0.0 2.000 0.0 H.2 6.03 0.0244 _ _ _ 0.0 17.000 0.414 H.2 0.0 0.862 Utr 2.0 2.000 17.532 to 150.0 0.0 2.000 0.0 T.37 6.03 _ 0.0242 0.0 4.000 0.097 T.37 7.02 0.862 Utb 17.0 9.000 17.629 to 150.0 0.0 14.000 0.0 T.38 13.05 0.1017 0.0 23.000 2.338 0.0 13.05 19.967 T.49 9.73 0.862 Utr 2.0 7.000 10.337 to 150.0 0.0 2.000 0.0 H.18 9.73 0.0590 0.0 9.000 0.531 H.18 0.0 0.862 Utr 2.0 2.000 10.868 to 150.0 0.0 2.000 0.0 T.44 _ 9.73 0.0592 0.0 4.000 0.237 T.44 -7.31 0.862 Utb 17.0 10.000 11.105 to 150.0 0.0 14.000 0.0 H.15 2.42 0.0045 0.0 24.000 0.107 H.15 0.0 0.862 Utr 2.0 10.000 11.212 to 150.0 0.0 2.000 0.0 H.14 _ 2.42 0.0045 0.0 12.000 0.054 H.14 0.0 0.862 Utr 2.0 9.000 11.266 to 150.0 0.0 2.000 0.0 H.17 2.42 0.0045 0.0 11.000 0.050 H.17 0.0 0.862 Utb 17.0 12.000 11.316 to 150.0 0.0 14.000 0.0 T.45 2.42 0.0045 0.0 26.000 0.116 T.45 3.73 0.862 Utr 2.0 5.000 11.432 to 150.0 0.0 2.000 0.0 H.16 6.15 0.0253 0.0 7.000 0.177 K Factor = 4.90 Vel = 8.96 Vel = 3.61 Vel = 3.32 Vel = 3.32 Vel = 3.32 Vel = 3.32 Vel = 3.32 Vel = 3.32 Vel = 7.17 K Factor = 2.92 Vel = 5.35 Vel = 5.35 Vel = 1.33 Vel = 1.33 Vel = 1.33 Vel = 1.33 Vel = 3.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP ' TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Page 8 Date 6/23/2016 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.16 0.0 0.862 UeI 11.0 10.000 11.609 to 150.0 0.0 12.000 0.0 H.3 6.15 0.0253 0.0 22.000 0.556 Vel = 3.38 H.3 0.0 0.862 UeI 11.0 11.000 12.165 to 150.0 0.0 12.000 0.0 T.39 6.15 0.0253 0.0 23.000 0.581 VeI = 3.38 T.39 0.29 0.862 2Utb 34.0 31.000 12.746 to 150.0 0.0 28.000 3.465 T.40 6.44 0.0276 0.0 59.000 1.627 Vel = 3.54 0.0 6.44 17.838 T.51 3.73 0.862 0.0 12.000 10.559 to 150.0 0.0 0.0 0.0 H.34 3.73 0.0100 0.0 12.000 0.120 H.34 0.0 0.862 Utr 2.0 12.000 10.679 to 150.0 0.0 2.000 0.0 H.25 3.73 0.0101 0.0 14.000 0.141 H.25 0.0 0.862 Utr 2.0 6.000 10.820 to 150.0 0.0 2.000 0.0 H.26 3.73 0.0100 0.0 8.000 0.080 H.26 0.0 0.862 Utr 2.0 6.000 10.900 to 150.0 0.0 2.000 0.0 H.27 3.73 0.0100 0.0 8.000 0.080 H.27 0.0 0.862 0.0 14.000 10.980 to 150.0 0.0 0.0 0.0 H.32 3.73 0.0101 0.0 14.000 0.141 H.32 0.0 0.862 UeI 11.0 9.000 11.121 to 150.0 0.0 12.000 0.0 T.47 3.73 0.0100 0.0 21.000 0.211 T.47 0.0 0.862 Utr 2.0 1.000 11.332 to 150.0 0.0 2.000 0.0 H.23 3.73 0.0100 0.0 3.000 0.030 H.23 0.0 0.862 Utr 2.0 5.000 11.362 to 150.0 0.0 2.000 0.0 T.45 3.73 0.0100 0.0 7.000 0.070 K Factor = 1.52 Vel = 2.05 Vel = 2.05 Vel = 2.05 Vel = 2.05 Vel = 2.05 Vel = 2.05 Vel = 2.05 Vel = 2.05 0.0 3.73 11.432 K Factor = 1.10 T.44 7.32 0.862 Utr 2.0 1.000 11.105 to 150.0 0.0 2.000 0.0 T.43 7.32 0.0347 0.0 3.000 0.104 Vel = 4.02 T.43 0.0 0.862 Utr 2.0 6.000 11.209 to 150.0 0.0 2.000 0.0 H.11 7.32 0.0349 0.0 8.000 0.279 Vel = 4.02 H.11 0.0 0.862 UeI 11.0 9.000 11.488 to 150.0 0.0 12.000 0.0 H.10 7.32 0.0349 0.0 21.000 0.733 Vel = 4.02 H.10 0.0 0.862 Utr 2.0 3.000 12.221 to 150.0 0.0 2.000 0.0 T.42 7.32 0.0348 0.0 5.000 0.174 Vel = 4.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services, Inc. -EP TUKWILA LOT 45 LAM-NGUYEN - Two Head Calculation (H.36 & H.31) Page 9 Date 6/23/2016 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 0.0 0.862 0.0 5.000 12.395 to 150.0 0.0 0.0 0.0 H.9 7.32 0.0348 0.0 5.000 0.174 H.9 0.0 0.862 Utr 2.0 3.000 12.569 to 150.0 0.0 2.000 0.0 T.41 7.32 0.0350 0.0 5.000 0.175 T.41 -0.30 0.862 2Utb 34.0 16.000 12.744 to 150.0 0.0 28.000 3.465 T.37 7.02 0.0323 _ 0.0 44.000 1.420 0.0 7.02 17.629 T.50 0.54 0.862 Utr 2.0 17.000 14.999 to 150.0 0.0 2.000 0.0 H.12 0.54 0.0003 0.0 19.000 0.005 H.12 0.0 0.862 Uel 11.0 13.000 15.004 to 150.0 Utr 2.0 14.000 0.0 H.13 0.54 0.0003 0.0 27.000 0.007 H.13 0.0 0.862 Utr 2.0 17.000 15.011 to 150.0 0.0 2.000 0.0 H.20 0.54 0.0003 0.0 19.000 0.006 H.20 0.0 0.862 Utr 2.0 17.000 15.017 to 150.0 0.0 2.000 0.0 H.19 0.54 0.0003 0.0 19.000 0.005 H.19 0.0 0.862 Utr 2.0 7.000 15.022 to 150.0 0.0 2.000 0.0 T.46 0.54 0.0002 0.0 9.000 0.002 T.46 0.0 0.862 Utr 2.0 2.000 15.024 to 150.0 0.0 2.000 0.0 T.48 0.54 0.0005 0.0 4.000 0.002 T.48 0.0 0.862 Utr 2.0 8.000 15.026 to 150.0 0.0 2.000 0.0 T.52 0.54 0.0002 0.0 10.000 0.002 0.0 0.54 15.028 T.41 0.30 0.862 0.0 3.000 12.744 to 150.0 0.0 0.0 0.0 H.8 0.3 0.0 0.0 3.000 0.0 H.8 0.0 0.862 Uel 11.0 9.000 12.744 to 150.0 0.0 12.000 0.0 H.4 0.3 0.0001 0.0 21.000 0.002 H.4 0.0 0.862 Utr 2.0 2.000 12.746 to 150.0 0.0 2.000 0.0 T.39 0.3 0.0 0.0 4.000 0.0 0.0 0.30 12.746 Vel = 4.02 Vel = 4.02 Vel = 3.86 K Factor = 1.67 Vel = 0.30 Vel = 0.30 Vel = 0.30 Vel = 0.30 Vel = 0.30 Vel = 0.30 Vel = 0.30 K Factor = 0.14 Vel = 0.16 Vel = 0.16 Vel = 0.16 K Factor = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE CERTIFICATEION SPRINKLER SYSTEMS FIRS Bill Brian Belknap 6642-0508-A Level 1 5))4/ Raine View Rooter, L.L. . • INIV942DF A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com —r— Owae --------OMEN Job Name : TUKWILA LOT 45 LAM-NGUYEN - One Head Calculation (H.27) Drawing Location : 4021 SOUTH 126TH STREET TUKWILA WA 98168 Remote Area : Contract : 160617-01 Data File : 160617-01 Tukwila Lot 45 Lam-Nuyen.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 45 LAM-NGUYEN Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-17-2016 System No. - Contract No. - 160617-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D 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 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: Psi Required 52.68 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 65 R Residual (Psi) - 60 Flow (Gpm) - 300 S Elevation - 100 P P L Y Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N N ('. CD CD (i) O).. N co 0_ Cl N 2 0 U D3 0 CO a) 2 a) c 0 z aw w>- U 0 c Z V1 gU o N U) � .N J a)Q 0 J W 0 0 MO)0 0) 0) . c0 (O 2 O O co. N c as E o•,t•c0 clLCL c0 c Fa °EEEE'rn CO a) a) w a) as > in in O n N a) OM c (u00010U) E a) 0 O L0 0 0 CD CD CO O 0) y • � O usaw Q 7 7 V) 0) ,_U)�� 1 1 X000 .>' 0 N 0 U N 0 07 O O 0 0 0 0 •cY CO N 0 0) co 0 co u) 0 0 0 CLCCLUCOUSDWW O O LO 0 O O N 0 O N O 0 0 LO Fittings Used Summary e- MN - e- (0 .e- 0 0 0 o .- 0 1-101-A-000 10 0 A- A- [Y e- 0) 0 0 0 o A-V 0000000 MA- A- M t` r- 0 0 0 r- o • N (0(0000 N 0 A- N(n (0000 CO In .- e- e- M 0 0 0 1• O e- e- M (0 0 0 0 N (n .- e- N (V 0 0 0 O O A- e- N N 0 0 0 .-OO e-000 10 e f� .- .- 0 0 0 N SCO a -e-000 r M) 000(- M N e-V.e-00 A- A- N - Me- (0 e-- 0)- Ne-U7� e- .-N r- N.- fir- A- 04 e -Ne -Me -- N.- 0) 0 a) c 7 o _ N N 0 CO O W > H xi — U� a) �w - a) > UW X X OCoa)a)W 0-.7.0mmm — U) 2 IL 7 7 7 0 b (D 0 0 0 0 cc0)C70)Qaa k k k U W C7 F- Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 65.0 60 300.0 64.975 17.0 52.676 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.27 116.0 H.32 116.0 T.47 116.0 H.23 116.0 T.45 116.0 H.17 116.0 H.14 116.0 H.15 116.0 T.44 116.0 T.43 116.0 H.11 116.0 H.10 116.0 T.42 116.0 H.9 116.0 T.41 116.0 T.37 108.0 T.38 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.26 116.0 H.25 116.0 H.34 116.0 T.51 116.0 T.52 108.0 H.33 108.0 H.29 108.0 H.30 108.0 H.21 108.0 H.6 108.0 T.40 108.0 H.5 108.0 H.28 116.0 H.36 116.0 H.31 116.0 T.49 116.0 T.50 108.0 H.35 108.0 H.22 108.0 H.7 108.0 H.1 108.0 4.9 12.03 12.68 13.65 13.78 14.11 14.3 14.38 14.47 14.65 14.68 14.76 14.99 15.04 15.1 15.15 19.33 20.37 22.42 35.0 35.51 52.68 12.4 12.76 13.4 13.95 18.19 18.3 18.51 18.67 18.97 19.12 19.39 19.53 14.14 14.4 14.48 14.64 18.31 18.5 18.68 18.95 19.13 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 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.16 H.3 T.39 H.18 T.48 T.46 H.19 H.20 H.13 H.12 H.4 H.8 108.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 116.0 116.0 19.29 14.25 14.68 15.13 14.64 18.2 18.21 18.22 18.24 18.26 18.29 15.13 15.15 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 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 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.27 to H.32 H.32 to T.47 T.47 to H.23 8.52 8.52 0.0 8.52 0.862 150.0 0.0462 0.862 150.0 0.0461 0.0 8.52 0.862 150.0 0.0463 0.0 0.0 0.0 Uel 11.0 0.0 0.0 Utr 2.0 0.0 0.0 14.000 0.0 14.000 9.000 12.000 21.000 1.000 2.000 3.000 12.030 0.0 0.647 12.677 0.0 0.969 13.646 0.0 0.139 H.23 0.0 0.862 Utr 2.0 5.000 13.785 to 150.0 0.0 2.000 0.0 T.45 8.52 0.0461 0.0 7.000 0.323 T.45 -5.36 0.862 Utb 17.0 12.000 14.108 to 150.0 0.0 14.000 0.0 H.17 3.16 0.0074 0.0 26.000 0.192 H.17 to H.14 0.0 3.16 0.862 150.0 0.0074 Utr 2.0 0.0 0.0 9.000 2.000 11.000 14.300 0.0 0.081 H.14 0.0 0.862 Utr 2.0 10.000 14.381 to 150.0 0.0 2.000 0.0 H.15 3.16 0.0073 0.0 12.000 0.088 H.15 0.0 0.862 Utb 17.0 10.000 14.469 to 150.0 0.0 14.000 0.0 T.44 3.16 0.0074 0.0 24.000 0.177 T.44 0.71 0.862 Utr 2.0 1.000 14.646 to 150.0 0.0 2.000 0.0 T.43 3.87 0.0107 0.0 3.000 0.032 T.43 0.0 0.862 Utr 2.0 6.000 14.678 to 150.0 0.0 2.000 0.0 H.11 3.87 0.0107 0.0 8.000 0.086 H.11 0.0 0.862 Uel 11.0 9.000 14.764 to 150.0 0.0 12.000 0.0 H.10 3.87 _ 0.0108 0.0 21.000 0.226 H.10 0.0 0.862 Utr 2.0 3.000 14.990 to 150.0 0.0 2.000 0.0 T.42 3.87 0.0106 0.0 5.000 0.053 T.42 0.0 0.862 0.0 5.000 15.043 to 150.0 0.0 0.0 0.0 H.9 3.87 0.0108 0.0 5.000 0.054 H.9 0.0 0.862 Utr 2.0 3.000 15.097 to 150.0 0.0 2.000 0.0 T.41 3.87 0.0106 0.0 5.000 0.053 T.41 to T.37 0.96 4.83 0.862 150.0 0.0162 2Utb 34.0 0.0 0.0 16.000 28.000 44.000 15.150 3.465 0.712 T.37 3.61 0.862 Utb 17.0 9.000 19.327 to 150.0 0.0 14.000 0.0 T.38 8.44 0.0454 0.0 23.000 1.045 K Factor = 4.90 Vel = 4.68 V = 4.68 Vel = 4.68 Vel = 4.68 Vel = 1.74 Vel = 1.74 Vel = 1.74 Vel = 1.74 Vel = 2.13 Vel = 2.13 Vel = 2.13 Vel = 2.13 Vel = 2.13 Vel = 2.13 Vel = 2.66 Vel = 4.64 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 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 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 8.56 1.244 T 3.443 8.000 20.372 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 11.443 0.318 S.1 0.0 1.244 E 1.721 25.000 22.422 to 150.0 T 3.443 5.594 11.732 CPL 17.0 0.0278 G 0.43 30.594 0.850 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 CPL 0.0 1.61 2E 12.089 50.000 35.004 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 63.600 0.504 VeI = 2.6.8 _ MTR 0.0 1.025 2E 5.4 25.000 35.508 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 52.676 K Factor = 2.34 H.27 8.48 0.862 Utr 2.0 6.000 12.030 to 150.0 0.0 2.000 0.0 H.26 8.48 0.0458 0.0 8.000 0.366 H.26 0.0 0.862 Utr 2.0 6.000 12.396 to 150.0 0.0 2.000 0.0 H.25 8.48 0.0459 0.0 8.000 0.367 H.25 0.0 0.862 Utr 2.0 12.000 12.763 to 150.0 0.0 2.000 0.0 H.34 8.48 0.0458 0.0 14.000 0.641 H.34 0.0 0.862 0.0 12.000 13.404 to 150.0 0.0 0.0 0.0 T.51 8.48 0.0458 0.0 12.000 0.549 T.51 -3.22 0.862 2Utb 34.0 13.000 13.953 to 150.0 0.0 28.000 3.465 T.52 5.26 0.0189 0.0 - 41.000 0.776 T.52 -1.10 0.862 Utr 2.0 7.000 18.194 to 150.0 0.0 2.000 0.0 H.33 4.16 0.0122 0.0 9.000 0.110 H.33 0.0 0.862 0.0 17.000 18.304 to 150.0 0.0 0.0 0.0 H.29 4.16 - 0.0123 0.0 17.000 0.209 H.29 0.0 0.862 Utr 2.0 11.000 18.513 to 150.0 0.0 2.000 0.0 H.30 _ 4.16 0.0122 0.0 13.000 0.159 H.30 0.0 0.862 UeI 11.0 12.000 18.672 to 150.0 0.0 12.000 0.0 H.21 4.16 0.0122 0.0 24.000 0.294 H.21 0.0 0.862 Utr 2.0 11.000 18.966 to 150.0 0.0 2.000 0.0 H.6 4.16 0.0122 0.0 13.000 0.159 H.6 0.0 0.862 UeI 11.0 10.000 19.125 to 150.0 0.0 12.000 0.0 T.40 4.16 0.0122 0.0 22.000 0.269 T.40 4.39 0.862 Utr 2.0 1.000 19.394 to 150.0 0.0 2.000 0.0 H.5 8.55 0.0467 0.0 3.000 0.140 Vel = 4.66 Vel = 4.66 Vel = 4.66 Vel = 4.66 Vel = 2.89 Vel = 2.29 Vel = 2.29 Vel = 2.29 Vel = 2.29 Vel = 2.29 Vel = 2.29 Vel = 4.70 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 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 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 0.862 to 150.0 T.38 8.55 0.0466 0.0 Utr 2.0 4.000 19.534 Uel 11.0 14.000 0.0 0.0 18.000 0.838 Vel = 4.70 8.55 20.372 K Factor = 1.89 T.51 3.22 0.862 Utr 2.0 10.000 13.953 to 150.0 UeI 11.0 14.000 0.0 H.28 3.22 0.0076 0.0 24.000 0.183 Vel = 1.77 H.28 0.0 0.862 UeI 11.0 23.000 14.136 to 150.0 0.0 12.000 0.0 H.36 3.22 0.0077 0.0 35.000 0.268 H.36 0.0 0.862 0.0 10.000 14.404 to 150.0 0.0 0.0 0.0 H.31 3.22 0.0076 0.0 10.000 0.076 H.31 0.0 0.862 UeI 11.0 9.000 14.480 to 150.0 0.0 12.000 0.0 T.49 3.22 0.0076 0.0 21.000 0.160 T.49 -0.71 0.862 to 150.0 T.50 2.51 0.0048 T.50 1.10 0.862 to 150.0 _H.35 3.61 0.0094 2Utb 34.0 14.000 14.640 0.0 28.000 3.465 0.0 42.000 0.202 0.0 20.000 18.307 0.0 0.0 0.0 0.0 20.000 0.189 H.35 0.0 0.862 Utr 2.0 18.000 18.496 to 150.0 0.0 2.000 0.0 H.22 3.61 0.0094 0.0 20.000 0.189 H.22 0.0 0.862 UeI 11.0 16.000 18.685 to 150.0 0.0 12.000 0.0 H.7 3.61 0.0094 0.0 28.000 0.264 H.7 0.0 0.862 Utr 2.0 17.000 18.949 to 150.0 0.0 2.000 0.0 H.1 3.61 0.0095 0.0 19.000 0.180 H.1 0.0 0.862 Utr 2.0 15.000 19.129 to 150.0 0.0 2.000 0.0 H.2 3.61 0.0094 0.0 17.000 0.160 H.2 0.0 0.862 Utr 2.0 2.000 19.289 to 150.0 0.0 2.000 0.0 T.37 3.61 0.0095 0.0 4.000 0.038 0.0 3.61 Vel = 1.77 Vel = 1.77 Vel = 1.77 Vel = 1.38 Vel = 1.98 Vel = 1.98 Vel = 1.98 Vel = 1.98 Vel = 1.98 Vel = 1.98 19.327 K Factor = 0.82 T.45 5.36 0.862 Utr 2.0 5.000 14.108 to 150.0 0.0 2.000 0.0 H.16 5.36 0.0197 0.0 7.000 0.138 H.16 0.0 0.862 UeI 11.0 10.000 14.246 to 150.0 0.0 12.000 0.0 H.3 5.36 0.0196 0.0 22.000 0.431 H.3 0.0 0.862 UeI 11.0 11.000 14.677 to 150.0 0.0 12.000 0.0 T.39 5.36 0.0196 0.0 23.000 0.451 Vet = 2.95 V = 2.95 Vel = 2.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 TUKWILA LOT 45 LAM-NGUYEN - One Head Calculation (H.27) Date 6/23/2016 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.39 -0.96 0.862 2Utb 34.0 31.000 15.128 to 150.0 0.0 28.000 3.465 T.40 4.4 0.0136 0.0 59.000 0.801 0.0 4.40 19.394 T.49 0.71 0.862 Utr 2.0 7.000 14.640 to 150.0 0.0 2.000 0.0 H.18 0.71 0.0004 0.0 9.000 0.004 H.18 0.0 0.862 Utr 2.0 2.000 14.644 to 150.0 0.0 2.000 0.0 T.44 0.71 0.0005 0.0 4.000 0.002 0.0 0.71 14.646 T.52 1.10 0.862 Utr 2.0 8.000 18.194 to 150.0 0.0 2.000 0.0 T.48 1.1 0.0011 0.0 10.000 0.011 T.48 0.0 0.862 Utr 2.0 2.000 18.205 to 150.0 0.0 2.000 0.0 T.46 _ 1.1 0.0010 0.0 4.000 0.004 T.46 0.0 0.862 Utr 2.0 7.000 18.209 to 150.0 0.0 2.000 0.0 H.19 - 1.1 0.0010 0.0 9.000 0.009 H.19 0.0 0.862 Utr 2.0 17.000 18.218 to 150.0 0.0 2.000 0.0 H.20 1.1 0.0011 0.0 19.000 0.020 H.20 0.0 0.862 Utr 2.0 17.000 18.238 to 150.0 0.0 2.000 0.0 H.13 1.1 0.0011 0.0 19.000 0.020 H.13 0.0 0.862 Uel 11.0 13.000 18.258 to 150.0 Utr 2.0 14.000 0.0 H.12 1.1 0.0011 0.0 27.000 0.029 H.12 0.0 0.862 Utr 2.0 17.000 18.287 to 150.0 0.0 2.000 0.0 T.50 1.1 0.0011 0.0 19.000 0.020 0.0 1.10 18.307 T.39 0.96 0.862 Utr 2.0 2.000 15.128 to 150.0 0.0 2.000 0.0 H.4 0.96 0.0008 0.0 4.000 0.003 H.4 0.0 0.862 Uel 11.0 9.000 15.131 to 150.0 0.0 12.000 0.0 H.8 0.96 0.0008 0.0 21.000 0.017 H.8 0.0 0.862 0.0 3.000 15.148 to 150.0 0.0 0.0 0.0 T.41 0.96 0.0007 0.0 3.000 0.002 0.0 0.96 15.150 Vel = 2.42 K Factor = 1.00 Vel = 0.39 Vel = 0.39 K Factor = 0.19 Vel = 0.60 Vel = 0.60 Vel = 0.60 Vel = 0.60 Vel = 0.60 Vel = 0.60 Vel = 0.60 K Factor = 0.26 Vel = 0.53 Vel = 0.53 Vel = 0.53 K Factor = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY, 511A -11C P51: 65 } 51PUAL P5I: 60 FLOW GPM: 300 25' OF I-1/ 2" AQUAPFX From T1 -F CPL T'0 5.1 50' OE 1-1/ 2" POLY FNOM T1HIF METh -- 3/ 4" MF1p 25' OF I" COPPED MOM 11- 511W CPL WK I?. 5:TVIC: 2 ATI. N,115. 0 HFAl) 2 HFAJ M051- HY ULICALLY t?FMO-1 HFAI25 HEAR # H.27 H,36 & H.51 GPM PpF55U1;F P.FQ'n AT 511V1' 17 52,68 26 56.91 11.115 5UGGF51W LAYOUT 15 I3A5F3 UPON INTONATION Pt?OVImp 13Y 01-1W5, CHANGF5 N CON511?UCT1ON O1? FIFLI2 CONt2I110N5 MAY OCCUP WHICH MAY MOUK CHANGF5 TO 11-F LAYOUT. IT 1511 -IF kT5PON5I1311-IT'Y OF -n- INSTALLFt? TO NOTIFY APEX 13 5IGN 5FI'VICF5 OF SUCH CHANGES. t'PLI/�3LI ANI7 5ENJU CONaALr17 5PRINKLPR IN51"ALLA110N GUlM FOR " 51M- ROCK N,15. I LIA131 E M017EL5 • 1TC-30 LL • RC RE5 • 1TC-49 LL 5ENJU 5PRINKLER MOM bottom of cover plate cup al I above bottom or joist bottom of' cover plate cup �' I below bottom of Jolst 0 -28 I.L.TC49-16 T649-18 8 P,FLIAi3LE Model LL-i?FC49RFC49 Concealed Pendent Sprinkler lc- 4.9,155r, 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 13 qpm @ 7.04 1TLIA31.t Model LL-RFC49PFC49 Concealed Pendent Sprinkler K- 4,9,155F', 3/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 gpm @ 12,05 CONCW12 APAPV HMG MOUN11NG M N,L5, MINIMUM QJ( LI'NGm c rre 3-I/ 7. MAUAJM OJ LEN011 0' PIPE 12". rratx r `d'IrKLEP AVR'ffl run VERIFY RINI5117 CrILING MATERIAL 1V 12MVMINE MOUNTING I IGNi 17IMNSION NFPA 1312 1'A131 -F 7.5.5.3 19I5fANCF5 FMOM HMI" 50Uf?CF5 FEAT 50URLr Ot7INARY N. MP INTERMIFPIATE f IN. 5117E or FIIPLACE 36" 12" RRONf OF FIREPLACE 60" 36" W0017 r31INING STOUR 42" 12" KIfOEN IANC 18" 9" WALL °Val 18" 9" I-1Of A1R FLIE5 18" 9" UNIN5LI.AW 1 - hr 17UCf5 18" 9" UNINSI LATFI7 NOT WAFER PIP5 12" 6" 5117E OF HCT AIR 171FFU5ER 24" 12" rION1 or 1.10f AJR DIFFUSER 36" 18" NOT WATERIATER 6" 3" FukNACE 6" 3" OW -250A LICK FIXTU 6" 3" 250W -499W ucer FIXTURE 12" 6" co \%C110N5 O Without Comment As Noted h Re O Per The Attached Letter ■ 11111111111 sirs PLASTIC /_`ACRR5 PLYWOOD MUL11-PUPPO5F FLOW SWITCH IN5TALLA11ON These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance Is subject to errors and ornissions which do not authorize violations of adopted standards anti ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void th►.s acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The TukwilacFire Prevention Bureau. Date: b " �° By: 4040 IFEORMMU NviJR HARDWOOD XO 5 " &ARA 3E.I, TO � A22E55 513% 0F N,ldvo rev);►. 4 Plow C60(14.44- rettim11. TUMILA FIRE DEPARTMENT �I W" caak 206-575-4407 and give this Fire Permit No. Ind exa ct.ddress for shut- down hutown or restortAon approval. 20- 0 SH LOCKi2 COI.Of?/ LINA '� l.aN12 13LUF FFFb T'0 FIXT1J 5 C PA11-, 5-O1A/ED, I3 -ACK LINES- 5PRINKLFP HFAf2 1'0 5PI?IN<LFC? HFA. i II 1/ 2 PIPE 517F 3/ 4" PIP- 5IZ I" PIPE SIZE I I / 2" PIPE 51ZF k0i':5, IF A PIN 15 3�IN6 11\51 -ALL -W, KO MOPS -AN AN 8 15I 191 55UM nEOP Ai' 26 6PW 15 ktQUIIib, A III A190110 OP 6H1 -F 5N15 flV 15 1?COMMCNb 2, 5PRIkKL- 5Y51 M 12516\N2 1-0 201 IkNNA I an 51-ANI9An 2 504 X0 OMR " } . a xa ° `ra, aLu'ti�. amp?�i,�.�ibS'.•airi,Z}�... 'i W SEAT EGRESS 5-1 SLOW 5WftC f:15%p A55�M3LY x COPPER CEILING TO WALL` PER UPC 510,5 4' B0LLA,R1R' Acquomminmeieti LLr`I L/1J-ERIOR AN ETO INSTALLTAPPROVEM EXPANSION TANK LLFFC 16 L10C49-18 CARPET LLIFC49-18 —.4111 ti.4,01..ovromin .... 2568 4'-1 H,I2 'mew"' 16R LL 113 e0;4*. if N S ara x ,AIR G4 4C 4' CONC. SLAB H,21 20 MIN. RATES DOOR LkC49- LLITC49-16 ,Lp'C "ROVIDE ONE LAYER %' GWB TYPE 'X' AT EILINGS COMMON WITH HABITABLE AREAS HERE THE SEPARATION 15 A FLOOR- EILING ASSEMBLY, CLAD ALL SUPPORT OLUMNS, BEAMS AND WALLS WITH ONE ®AYER '/z' GWS. 4-1E GARAGE SHALL BE SEPARATED FROM HE RESIDENCE AND ATTIC AREA WITH NO -ESS THAN i%' GWB ON THE GARAGE SIDE. H,19 ,d C49 VINYL LLT LOFT 6' NT C' NTE R TOP CARPET H,222 IR 9'C49-16 FULL HIG CABJNE WALL NIGH feria 4'LIT to , ,�wa�rwr■ MAKE UP ARE CABINE rrG(rr.yst..rvvr .r..rrmoot' cLO5ET 1/2 WALL Hi Mix 3/4 E34T VINYL (4) 1668 le'X24 CRAWL SPACE 'CCESS c BENCH LLJg4-1 CARPET T649-16 Irknet% '041.1W1 LLFFC ULL HIG C?IN OPEN LLITC TO 15ELODU ?sFC49-16 LLIFC49-16 OPEN ABOvE HARDWOOD 3040 FIX 2665 ameasentilattatem OOM $ 3 CARPET x 16080 LI CARPET 6'-0' 3010 FIX 3'-0' CARPET E : JR MiMo A t. Sit•5TI PORC- 4' CONC. 5T T© DN • EGRESS 60 '*0 XO (1 MA N LOO XO ADHERED STONE 1/ 1 Loll 406© XO I 2'-4 9'-91' 9 0 F1,00 F100 1/4lLIIQll PAID , z nig yu W1\1,11. 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