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HomeMy WebLinkAboutPP - 2910 S 135TH ST - SAPPHIRE HOMES - PERMITS AND PLANS2910 S 135TH ST ASSOCIATED PERMITS 16-5-147 D76-0083 4614.W41 117 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. Site Address: 29/0 5 / 35-th **PLEASE PRINT** King Co. Assessor's Tax No.: 731 660/ l Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Sa 1 L re /4001,6 ►�+ C l6 g3ti SE 413 r4s( ST Mailing Address: �a'IcVV� VV/q /goo( City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 2d V{ er-6 Ovi Day Telephone: 206 34C MO Company Name: 6Gtp/ill& %TOrv. e5 Mailing Address: /643 ! E 1'%.7'4 '6 / Ocieuw L/ofWof Me City State Zip E-mail Address: n(7'75 Cal10i0 Fax . C Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 2 2 Valuation of Project (contractor's bid price): $ /� Scope of Work (ple se provide detailed information): N 6,1 51 Hilt f I gett if f;n lc I tt 6ys -e✓,, 103611l / 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 OWN ' AUTHORI D AGENT: Signature: Print Name: Plan Permit App.doc i9Afr Date: "2////4 Day Telephone: ZO6 ?QC R6 ' 8/22/14 TFD FP Form 8 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit "bi 1 a - 0083 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Suite #: Z l D a-, 135— Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A� ca, -.-ems-. /14/.5,6 c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ygi3 Date: /a/Zo/, iC 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. FD. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ‘1_Lb - 008; PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: f..e_ Sprinklers: Type of Inspection: tplu Address: Suite #: Zf /0 5. --- /35 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: N t. eCtE-c, - 1/2e'` cr filo- 2 sti' - oc- .“.4 -utas Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ iyi...S73 Date: /% $h 6 Hrs.: 1.. a $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 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1))‘-0063 % —S—/c/7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project11' l Type f Ins ectio 1Address:Y Hood & Duct: Suite #: 29`0 s'. /35-11? Cont ct Pers Special Instructions: Phone No.: Approved per applicable codes. CO MENTS: Corrections required prior to approval. 4t55 Dry 747�4/-ser Xcei 17€4, - "pr -1 Z eels ,k ittieti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. Inspector: / . frAcj Date: e`�/16 Hrs.: 2 Q $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 • �rr Nf,CM0MOtorrirsCA'retO� COMA BsrOO SYIMi VAC /.aoYecTiON nap011 Bill Brian Bel�c Level Rainier 6642'0View e Rooter, L RAI �tl • ▪ 5•o i•rr A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sal es©a-pexdesig nse rvices. com 1 +�, +a pita Job Name : MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Drawing Location : 2910 135TH STREET TUKWILA WA 98188 Remote Area : Contract : 160616-09 Data File : 160616-09 Millitary Lot 1 Plan 2714.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • A-PEX Design Services, Inc. -EP Page 1 MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/16/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILLITARY LOT 1 PLAN 2714 Location - TUKWILA WA 98188 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E M Date - 06-16-2016 System No. - Contract No. - 160616-09 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 Listed Flow at Start Point Listed Pres. at Start Point - 7.04 D MAXIMUM LISTED SPACING 16 E S I G N 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 26.1609 Psi Required 61.59 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C co 0 N (-0 CD CU CO 110 co oes2 N 2 c 0 w a3 U 0 a) a) a' Os C N - Z 8 0- .E a) CDc O •u) 0< W J a=) 2 N -p N c 3N^E O112 -0a) c LI 0 0 c °EEEE'En >nnpy2 m CD TTvT LTi cocn (n 1 • 2 C, -NN OM N (000020(/) E a) 0 O N10 COM N3 3 N O u)0 LL 3 3 O_UU� (/) N U).- Ws-UMa' a) 1 1 0 0 6 0 0 0 `O ONr 0 0 0 0 e e+ 1 N 0 00) o0O O� (00 0 c0Y) 0 a a W V) v) 0 0 W O 0 O O O M L0 CO O < Z M >_ 0 J LL O M N Fittings Used Summary -(0 -'-000 (()O.- • st1-0)000 O O • e') h h 0 0 0 h O '-N CID (0000 N 0 nN LLY(A 000 CO in M O 0 0 O �.- c)(') O OO N 1() 1- 1- N N 0 0 0 n .-ao.-y-000 ,-I-.-.-000 N (0 I- 1- 000 ▪ t() 0 CO I, - (o N �.f- OO ,-,- N r M , CID -• 0)Yr N ▪ CNA Ul CV .- • N 4 - N • N . M e - N' - Units Summary L V te+ C c Q) j i(r) Cr u) co 1- c o (A co -0 CD (9 C Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 4 Date 6/16/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.16 61.589 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 H.9 116.0 T.33 116.0 T.34 108.0 H.14 108.0 T.36 108.0 T.39 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.29 116.0 H.3 116.0 H.5 116.0 T.30 116.0 H.12 116.0 T.37 116.0 H.18 116.0 T.43 116.0 T.41 108.0 H.24 108.0 H.26 108.0 H.27 108.0 T.42 108.0 H.20 108.0 H.6 116.0 T.32 116.0 T.31 108.0 H.4 108.0 H.1 108.0 H.8 108.0 H.10 116.0 T.35 116.0 T.40 116.0 H.17 116.0 H.25 116.0 T.44 116.0 H.22 116.0 H.21 116.0 H.16 116.0 H.28 116.0 4.9 7.04 13.0 8.17 8.5 13.24 13.69 14.01 16.86 19.36 31.75 43.19 45.19 61.59 7.2 7.44 7.85 7.95 8.24 8.34 8.46 8.56 12.88 13.36 13.84 14.24 15.51 15.59 4.9 7.21 13.16 7.88 12.44 12.56 12.85 13.13 8.11 8.57 8.51 8.51 8.54 8.55 8.56 8.56 8.56 8.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 5 Date 6/16/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 H.7 H.11 H.13 T.38 H.15 H.19 116.0 108.0 108.0 108.0 108.0 108.0 108.0 8.56 12.51 12.56 12.66 12.69 12.75 12.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 6 Date 6/16/2016 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.2 7.49 0.862 UeI 11.0 19.000 7.040 to 150.0 0.0 12.000 0.0 H.9 7.49 0.0364 0.0 31.000 1.128 H.9 0.0 0.862 Utr 2.0 7.000 8.168 to 150.0 0.0 2.000 0.0 T.33 7.49 0.0364 0.0 9.000 0.328 T.33 -1.08 0.862 2Utb 34.0 19.000 8.496 to 150.0 0.0 28.000 3.465 T.34 6.41 0.0273 0.0 47.000 1.284 T.34 3.71 0.862 Utr 2.0 5.000 13.245 to 150.0 0.0 2.000 0.0 H.14 10.12 0.0636 0.0 7.000 0.445 H.14 0.0 0.862 Utr 2.0 3.000 13.690 to 150.0 0.0 2.000 0.0 T.36 10.12 0.0634 0.0 5.000 0.317 T.36 8.19 0.862 Utb 17.0 1.000 14.007 to 150.0 0.0 14.000 0.0 T.39 18.31 0.1903 0.0 15.000 2.854 T.39 7.85 1.244 T 3.443 9.000 16.861 to 150.0 0.0 3.443 1.732 S.1 26.16 0.0617 0.0 12.443 0.768 S.1 0.0 1.244 E 1.721 5.000 19.361 to 150.0 T 3.443 5.594 11.732 PRV 26.16 0.0617 G 0.43 10.594 0.654 PRV 0.0 1.244 2E 3.443 20.000 31.747 to 150.0 0.0 3.443 10.000 CPL 26.16 0.0617 0.0 23.443 1.446 CPL 0.0 1.61 2E 12.089 100.000 43.193 to 150.0 C 1.511 13.600 0.0 MTR 26.16 0.0176 0.0 113.600 1.996 MTR 0.0 1.025 2E 5.4 35.000 45.189 to 150.0 0.0 5.400 10.000 STR 26.16 0.1584 0.0 40.400 6.400 K Factor = 4.90 Vel = 4.12 Vel = 4.12 Vel = 3.52 Vel = 5.56 Vel = 5.56 Vel = 10.07 Vel = 6.91 * * Fixed Loss = 10 Vel = 6.91 * * Fixed Loss = 10 Vel = 6.91 Vel = 4.12 * * Fixed Loss = 10 Vel = 10.17 0.0 26.16 61.589 H.2 5.51 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.29 5.51 0.0206 0.0 8.000 0.165 K Factor = 3.33 Vel = 3.03 T.29 -0.55 0.862 Utr 2.0 12.000 7.205 to 150.0 0.0 2.000 0.0 H.3 4.96 0.0170 0.0 14.000 0.238 Vel = 2.73 H.3 0.0 0.862 UeI 11.0 12.000 7.443 to 150.0 0.0 12.000 0.0 H.5 4.96 0.0170 0.0 24.000 0.408 H.5 0.0 0.862 Utr 2.0 4.000 7.851 to 150.0 0.0 2.000 0.0 T.30 4.96 0.0170 0.0 6.000 0.102 T.30 0.0 0.862 Utr 2.0 15.000 7.953 to 150.0 0.0 2.000 0.0 H.12 4.96 0.0170 0.0 17.000 0.289 Vel = 2.73 Vel = 2.73 Vel = 2.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 7 Date 6/16/2016 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.12 0.0 0.862 Utr 2.0 4.000 8.242 to 150.0 0.0 2.000 0.0 T.37 4.96 0.0170 0.0 6.000 0.102 T.37 0.0 0.862 Utr 2.0 5.000 8.344 to 150.0 0.0 2.000 0.0 H.18 4.96 0.0170 0.0 7.000 0.119 H.18 0.0 0.862 Utr 2.0 4.000 8.463 to 150.0 0.0 2.000 0.0 T.43 4.96 0.0170 0.0 6.000 0.102 T.43 0.58 0.862 2Utb 34.0 13.000 8.565 to 150.0 0.0 28.000 3.465 T.41 5.54 0.0209 0.0 41.000 0.855 T.41 2.32 0.862 Utr 2.0 10.000 12.885 to 150.0 0.0 2.000 0.0 H.24 7.86 0.0398 0.0 12.000 0.477 H.24 0.0 0.862 Utr 2.0 10.000 13.362 to 150.0 0.0 2.000 0.0 H.26 7.86 0.0398 0.0 12.000 0.477 H.26 0.0 0.862 0.0 10.000 13.839 to 150.0 0.0 0.0 0.0 H.27 7.86 0.0397 0.0 10.000 0.397 H.27 0.0 0.862 2UeI 22.0 8.000 14.236 to 150.0 0.0 24.000 0.0 T.42 7.86 0.0398 0.0 32.000 1.273 T.42 0.0 0.862 0.0 2.000 15.509 to 150.0 0.0 0.0 0.0 H.20 7.86 0.0395 0.0 2.000 0.079 H.20 0.0 0.862 Utb 17.0 6.000 15.588 to 150.0 UeI 11.0 26.000 0.0 T.39 7.86 0.0398 0.0 32.000 1.273 0.0 7.86 Vel = 2.73 Vel = 2.73 Vel = 2.73 Vel = 3.05 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 4.32 16.861 K Factor = 1.91 T.29 0.55 0.862 Utb 17.0 10.000 7.205 to 150.0 Utr 2.0 16.000 0.0 H.6 0.55 0.0003 0.0 26.000 0.008 H.6 13.16 0.862 Utr 2.0 4.000 7.213 to 150.0 0.0 2.000 0.0 T.32 13.71 0.1113 0.0 6.000 0.668 T.32 -7.69 0.862 2Utb 34.0 17.000 7.881 to 150.0 0.0 28.000 3.465 T.31 6.02 0.0243 0.0 45.000 1.095 Vel = 0.30 K Factor = 4.90 Vel = 7.54 Vel = 3.31 T.31 -2.31 0.862 Utr 2.0 10.000 12.441 to 150.0 0.0 2.000 0.0 H.4 3.71 0.0099 0.0 12.000 0.119 H.4 0.0 0.862 Utr 2.0 27.000 12.560 to 150.0 0.0 2.000 0.0 H.1 3.71 0.0099 0.0 29.000 0.288 Vel = 2.04 Vel = 2.04 H.1 0.0 0.862 UeI 11.0 16.000 12.848 to 150.0 0.0 12.000 0.0 H.8 3.71 0.0099 0.0 28.000 0.278 Vel = 2.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 8 Date 6/16/2016 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.8 0.0 0.862 Utr 2.0 10.000 13.126 to 150.0 0.0 2.000 0.0 T.34 3.71 0.0099 0.0 12.000 0.119 0.0 3.71 13.245 T.32 7.69 0.862 Utr 2.0 4.000 7.881 to 150.0 0.0 2.000 0.0 H.10 7.69 0.0383 0.0 6.000 0.230 H.10 0.0 0.862 Utr 2.0 10.000 8.111 to 150.0 0.0 2.000 0.0 T.35 7.69 0.0382 0.0 12.000 0.458 T.35 0.49 0.862 2Utb 34.0 18.000 8.569 to 150.0 0.0 28.000 3.465 T.36 8.18 0.0429 0.0 46.000 1.973 0.0 8.18 14.007 T.33 1.08 0.862 Utr 2.0 10.000 8.496 to 150.0 0.0 2.000 0.0 T.40 1.08 0.0010 0.0 12.000 0.012 T.40 0.0 0.862 Utr 2.0 2.000 8.508 to 150.0 0.0 2.000 0.0 H.17 1.08 0.0010 0.0 4.000 0.004 H.17 0.0 0.862 UeI 11.0 18.000 8.512 to 150.0 0.0 12.000 0.0 H.25 1.08 0.0010 0.0 30.000 0.030 H.25 0.0 0.862 Utr 2.0 10.000 8.542 to 150.0 0.0 2.000 0.0 T.44 1.08 0.0010 0.0 12.000 0.012 Vel = 2.04 K Factor = 1.02 Vel = 4.23 Vel = 4.23 Vel = 4.50 K Factor = 2.19 Vel = 0.59 Vel = 0.59 Vel = 0.59 Vel = 0.59 T.44 -0.58 0.862 Utb 17.0 10.000 8.554 to 150.0 0.0 14.000 0.0 H.22 0.5 0.0002 0.0 24.000 0.006 Vel = 0.27 H.22 0.0 0.862 Utr 2.0 8.000 8.560 to 150.0 0.0 2.000 0.0 H.21 0.5 0.0002 0.0 10.000 0.002 Vel = 0.27 H.21 0.0 0.862 Utr 2.0 9.000 8.562 to 150.0 0.0 2.000 0.0 H.16 0.5 0.0003 0.0 11.000 0.003 Vel = 0.27 H.16 0.0 0.862 UeI 11.0 4.000 8.565 to 150.0 0.0 12.000 0.0 T.35 0.5 0.0002 0.0 16.000 0.004 Vel = 0.27 0.0 0.50 8.569 T.44 0.58 0.862 0.0 2.000 8.554 to 150.0 0.0 0.0 0.0 H.28 0.58 0.0005 0.0 2.000 0.001 K Factor = 0.17 Vel = 0.32 H.28 0.0 0.862 Utr 2.0 10.000 8.555 to 150.0 0.0 2.000 0.0 H.23 0.58 0.0003 0.0 12.000 0.004 Vel = 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 9 Date 6/16/2016 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.23 0.0 0.862 UeI 11.0 9.000 8.559 to 150.0 0.0 12.000 0.0 T.43 0.58 0.0003 0.0 21.000 0.006 0.0 0.58 8.565 T.31 2.31 0.862 UeI 11.0 4.000 12.441 to 150.0 0.0 12.000 0.0 H.7 2.31 0.0041 0.0 16.000 0.066 H.7 0.0 0.862 Utr 2.0 12.000 12.507 to 150.0 0.0 2.000 0.0 H.11 2.31 0.0041 0.0 14.000 0.058 H.11 0.0 0.862 UeI 11.0 10.000 12.565 to 150.0 0.0 12.000 0.0 H.13 2.31 0.0042 0.0 22.000 0.092 H.13 0.0 0.862 Utr 2.0 7.000 12.657 to 150.0 0.0 2.000 0.0 T.38 2.31 0.0041 0.0 9.000 0.037 T.38 0.0 0.862 UeI 11.0 2.000 12.694 to 150.0 0.0 12.000 0.0 H.15 2.31 0.0041 0.0 14.000 0.058 H.15 0.0 0.862 UeI 11.0 11.000 12.752 to 150.0 0.0 12.000 0.0 H.19 2.31 0.0041 0.0 23.000 0.095 H.19 0.0 0.862 Utr 2.0 7.000 12.847 to 150.0 0.0 2.000 0.0 T.41 2.31 0.0042 0.0 9.000 0.038 0.0 2.31 12.885 Vel = 0.32 K Factor = 0.20 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 1.27 Vel = 1.27 K Factor = 0.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN SERA A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sal es©a-pexdesig nservices. com Job Name : MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Drawing Location : 2910 135TH STREET TUKWILA WA 98188 Remote Area : Contract : 160616-09 Data File : 160616-09 Millitary Lot 1 Plan 2714.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • A-PEX Design Services, Inc. -EP Page 1 MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Date 6/16/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILLITARY LOT 1 PLAN 2714 Location - TUKWILA WA 98188 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-16-2016 System No. - Contract No. - 160616-09 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 Gpm Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 Gpm Gpm Feet S I G N Additional Flow Added Elevation at Highest Outlet - 116 Note: 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 Summary C -Factor Used: Psi Required 58.53 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A T Date of Test Time of Test E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C (0 0 N (0 N1�0 4) ,D O) Y co LD Ll 0 'f) 2 C O U 0 v (0 2 a) 0 w. LL U oi N Z °8• a 2 N I. co c • } 0< a J Q2 12 cn y^E O�-0G) c LI Q C0 c °EEEErn ;62 cu 0) win cn2 Mum co • 1 1 N 1 NN OM 0) m 0 0 010 (1) E 0 O OL0O 0)(00,) CD COto 3 y i •O N a LL Q(73 0..2 (/) .O a) a) (OW C‘ 1 03 Cs1 0 6 0 N Cr: o o 0 0 0 0 in M N O 0 0 0 (00 0 0 0 0 0) d LL (.0 0) 0 Q L1J O O 0 0 u) M LO 03 O < Z M 0 J LL O N 0 0 O O O Fittings Used Summary co 1 N (0 M(40 a)a) 0) r-• m m Q. 0 2 c 0 7 U 0 G) G) c 0 wv w� Ci Z g 0a C U) 0 C • } 0< W n. Q c E CD m (0 0 C d 11 < C M N • (Oc-000 O a- O a- CO 0 0 0 (O O , a- at e-- 0)000 O • - at CO 00000 tO • 4') h N- 0 0 0 N. 0 a- Cal CO (0 0 0 0 N 0 a- N 10 10000 CO 1O 0 00 � 0 • M M 0 0 0 N 40 • N N 0 0 0 O O a- I- N N 0 0 0 • aO a- 0 0 0 M 0 0 0 N e-(0 a -a- 000 a- M 0 COP M N a- _ CO a- '— CV .-M r (0 .-01 N . 4'4 LO Cal — (V a- cr a- a-( V a- (V a- M '— N .— k k k a� OwOH»> Units Summary L y U C C 2 m cr Q U) N L C N 0 a () m 'p .c a) j � u 0_ Flow Summary - NFPA 2007 , A-PEX Design Services, Inc. -EP Page 4 MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Date 6/16/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 58.527 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 116.0 H.3 116.0 T.29 116.0 H.6 116.0 T.32 116.0 T.31 108.0 H.4 108.0 H.1 108.0 H.8 108.0 T.34 108.0 H.14 108.0 T.36 108.0 T.39 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.30 116.0 H.12 116.0 T.37 116.0 H.18 116.0 T.43 116.0 T.41 108.0 H.24 108.0 H.26 108.0 H.27 108.0 T.42 108.0 H.20 108.0 H.2 116.0 H.9 116.0 T.33 116.0 H.23 116.0 H.28 116.0 T.44 116.0 H.22 116.0 H.21 116.0 H.16 116.0 T.35 116.0 H.25 116.0 H.17 116.0 T.40 116.0 4.9 12.03 13.16 13.82 14.28 14.39 18.07 18.12 18.23 18.34 18.38 18.59 18.74 19.99 22.07 34.1 44.75 45.64 58.53 12.3 13.06 13.33 13.64 13.91 18.08 18.31 18.54 18.73 19.34 19.38 13.89 14.17 14.26 14.09 14.19 14.21 14.32 14.36 14.41 14.48 14.22 14.24 14.24 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Page 5 Date 6/16/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 H.7 H.11 H.13 T.38 H.15 H.19 116.0 108.0 108.0 108.0 108.0 108.0 108.0 14.42 18.08 18.08 18.08 18.08 18.08 18.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Date 6/16/2016 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 8.61 0.862 UeI 11.0 12.000 12.030 to 150.0 0.0 12.000 0.0 H.3 - 8.61 0.0472 0.0 24.000 1.132 H.3 0.0 0.862 Utr 2.0 12.000 13.162 to 150.0 0.0 2.000 0.0 T.29 8.61 0.0471 0.0 14.000 0.660 T.29 -3.52 0.862 Utb 17.0 10.000 13.822 to 150.0 Utr 2.0 16.000 0.0 H.6 5.09 0.0178 0.0 26.000 0.463 H.6 0.0 0.862 Utr 2.0 4.000 14.285 to 150.0 0.0 2.000 0.0 T.32 5.09 0.0178 0.0 6.000 0.107 T.32 -2.58 0.862 2Utb 34.0 17.000 14.392 to 150.0 0.0 28.000 3.465 T.31 2.51 0.0048 0.0 45.000 0.216 T.31 -0.29 0.862 Utr 2.0 10.000 18.073 to 150.0 0.0 2.000 0.0 H.4 2.22 0.0038 0.0 12.000 0.046 H.4 0.0 0.862 Utr 2.0 27.000 18.119 to 150.0 0.0 2.000 0.0 H.1 2.22 0.0039 0.0 29.000 0.112 H.1 0.0 0.862 UeI 11.0 16.000 18.231 to 150.0 0.0 12.000 0.0 H.8 2.22 0.0038 0.0 28.000 0.107 H.8 0.0 0.862 Utr 2.0 10.000 18.338 to 150.0 0.0 2.000 0.0 T.34 2.22 0.0038 0.0 12.000 0.046 T.34 4.49 0.862 Utr 2.0 5.000 18.384 to 150.0 0.0 2.000 0.0 H.14 6.71 0.0297 0.0 7.000 0.208 H.14 0.0 0.862 Utr 2.0 3.000 18.592 to 150.0 0.0 2.000 0.0 T.36 6.71 0.0298 0.0 5.000 0.149 T.36 5.00 0.862 Utb 17.0 1.000 18.741 to 150.0 0.0 14.000 0.0 T.39 11.71 0.0833 0.0 15.000 1.249 T.39 5.29 1.244 T 3.443 9.000 19.990 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 12.443 0.346 S.1 0.0 1.244 E 1.721 5.000 22.068 to 150.0 T 3.443 5.594 11.732 PRV 17.0 0.0278 G 0.43 10.594 0.295 K Factor = 4.90 Vel = 4.73 Vel = 4.73 V = 2.80 Vel = 2.80 Vel = 1.38 Vel = 1.22 Vel = 1.22 Vel = 1.22 Vel = 1.22 Vel = 3.69 Vel = 3.69 Vel = 6.44 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 PRV 0.0 1.244 2E 3.443 20.000 34.095 to 150.0 0.0 3.443 10.000 CPL 17.0 0.0278 0.0 23.443 0.651 CPL 0.0 1.61 2E 12.089 100.000 44.746 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 113.600 0.899 * * Fixed Loss = 10 Vel = 4.49 Vel = 2.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services, Inc. -EP Page 7 MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Date 6/16/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes MTR 0.0 1.025 2E 5.4 35.000 45.645 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 40.400 2.882 0.0 17.00 58.527 H.5 8.38 0.862 Utr 2.0 4.000 12.030 to 150.0 0.0 2.000 0.0 T.30 8.38 0.0448 0.0 6.000 0.269 T.30 0.0 0.862 Utr 2.0 15.000 12.299 to 150.0 0.0 2.000 0.0 H.12 8.38 0.0448 0.0 17.000 0.762 H.12 0.0 0.862 Utr 2.0 4.000 13.061 to 150.0 0.0 2.000 0.0 T.37 8.38 0.0448 0.0 6.000 0.269 T.37 0.0 0.862 Utr 2.0 5.000 13.330 to 150.0 0.0 2.000 0.0 H.18 8.38 0.0449 0.0 7.000 0.314 H.18 0.0 0.862 Utr 2.0 4.000 13.644 to 150.0 0.0 2.000 0.0 T.43 8.38 0.0448 0.0 6.000 0.269 T.43 -3.39 0.862 2Utb 34.0 13.000 13.913 to 150.0 0.0 28.000 3.465 T.41 4.99 0.0172 0.0 41.000 0.705 T.41 0.29 0.862 Utr 2.0 10.000 18.083 to 150.0 0.0 2.000 0.0 H.24 5.28 0.0191 0.0 12.000 0.229 H.24 0.0 0.862 Utr 2.0 10.000 18.312 to 150.0 0.0 2.000 0.0 H.26 5.28 0.0191 0.0 12.000 0.229 H.26 0.0 0.862 0.0 10.000 18.541 to 150.0 0.0 0.0 0.0 H.27 5.28 0.0190 0.0 10.000 0.190 H.27 0.0 0.862 2UeI 22.0 8.000 18.731 to 150.0 0.0 24.000 0.0 T.42 5.28 0.0191 0.0 32.000 0.611 T.42 0.0 0.862 0.0 2.000 19.342 to 150.0 0.0 0.0 0.0 H.20 5.28 0.0190 0.0 2.000 0.038 H.20 0.0 0.862 Utb 17.0 6.000 19.380 to 150.0 Uel 11.0 26.000 0.0 T.39 5.28 0.0191 0.0 32.000 0.610 * * Fixed Loss = 10 Vel = 6.61 K Factor = 2.22 Vel = 4.61 Vel = 4.61 Vel = 4.61 Vel = 4.61 Vel = 4.61 Vel = 2.74 Vel = 2.90 Vel = 2.90 Vel = 2.90 Vel = 2.90 Vel = 2.90 Vel = 2.90 0.0 5.28 19.990 K Factor = 1.18 T.29 3.52 0.862 Utr 2.0 6.000 13.822 to 150.0 0.0 2.000 0.0 H.2 3.52 0.0090 0.0 8.000 0.072 Vel = 1.94 H.2 0.0 0.862 Uel 11.0 19.000 13.894 to 150.0 0.0 12.000 0.0 H.9 3.52 0.0090 0.0 31.000 0.280 Vel = 1.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) Page 8 Date 6/16/2016 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.9 0.0 0.862 Utr 2.0 7.000 14.174 to 150.0 0.0 2.000 0.0 T.33 3.52 0.0090 0.0 9.000 0.081 T.33 0.97 0.862 2Utb 34.0 19.000 14.255 to 150.0 0.0 28.000 3.465 T.34 4.49 0.0141 0.0 47.000 0.664 0.0 4.49 18.384 T.43 3.39 0.862 Uel 11.0 9.000 13.913 to 150.0 0.0 12.000 0.0 H.23 3.39 0.0084 0.0 21.000 0.177 H.23 0.0 0.862 Utr 2.0 10.000 14.090 to 150.0 0.0 2.000 0.0 H.28 3.39 0.0083 0.0 12.000 0.100 H.28 0.0 0.862 0.0 2.000 14.190 to 150.0 0.0 0.0 0.0 T.44 3.39 0.0085 0.0 2.000 0.017 T.44 -0.97 0.862 Utb 17.0 10.000 14.207 to 150.0 0.0 14.000 0.0 H.22 2.42 0.0045 0.0 24.000 0.109 H.22 0.0 0.862 Utr 2.0 8.000 14.316 to 150.0 0.0 2.000 0.0 H.21 2.42 0.0045 0.0 10.000 0.045 H.21 0.0 0.862 Utr 2.0 9.000 14.361 to 150.0 0.0 2.000 0.0 H.16 2.42 0.0045 0.0 11.000 0.049 H.16 0.0 0.862 Uel 11.0 4.000 14.410 to 150.0 0.0 12.000 0.0 T.35 2.42 0.0046 0.0 16.000 0.073 T.35 2.58 0.862 2Utb 34.0 18.000 14.483 to 150.0 0.0 28.000 3.465 T.36 5.0 0.0172 0.0 46.000 0.793 0.0 5.00 18.741 T.44 0.97 0.862 Utr 2.0 10.000 14.207 to 150.0 0.0 2.000 0.0 H.25 0.97 0.0008 0.0 12.000 0.010 Vel = 1.94 Vel = 2.47 K Factor = 1.05 Vel = 1.86 Vel = 1.86 Vet = 1.86 Vel = 1.33 Vel = 1.33 Vel = 1.33 Vel = 1.33 H.25 0.0 0.862 Uel 11.0 18.000 14.217 to 150.0 0.0 12.000 0.0 H.17 0.97 0.0008 0.0 30.000 0.025 H.17 0.0 0.862 Utr 2.0 2.000 14.242 to 150.0 0.0 2.000 0.0 T.40 0.97 0.0008 0.0 4.000 0.003 T.40 0.0 0.862 Utr 2.0 10.000 14.245 to 150.0 0.0 2.000 0.0 T.33 0.97 0.0008 0.0 12.000 0.010 Vel = 2.75 K Factor = 1.15 Vel = 0.53 Vel = 0.53 Vel = 0.53 Vel = 0.53 0.0 0.97 14.255 K Factor = 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 MILLITARY LOT 1 PLAN 2714 - One Head Calculation (H.5) . Date 6/16/2016 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.32 2.58 0.862 Utr 2.0 4.000 14.392 to 150.0 0.0 2.000 0.0 H.10 2.58 0.0050 0.0 6.000 0.030 H.10 0.0 0.862 Utr 2.0 10.000 14.422 to 150.0 0.0 2.000 0.0 T.35 2.58 0.0051 0.0 12.000 0.061 0.0 2.58 14.483 T.31 0.29 0.862 Uel 11.0 4.000 18.073 to 150.0 0.0 12.000 0.0 H.7 0.29 0.0001 0.0 16.000 0.002 H.7 0.0 0.862 Utr 2.0 12.000 18.075 to 150.0 0.0 2.000 0.0 H.11 0.29 0.0001 0.0 14.000 0.001 H.11 0.0 0.862 Uel 11.0 10.000 18.076 to 150.0 0.0 12.000 0.0 H.13 0.29 0.0001 0.0 22.000 0.002 H.13 0.0 0.862 Utr 2.0 7.000 18.078 to 150.0 0.0 2.000 0.0 T.38 0.29 0.0001 0.0 9.000 0.001 T.38 0.0 0.862 Uel 11.0 2.000 18.079 to 150.0 0.0 12.000 0.0 H.15 0.29 0.0001 0.0 14.000 0.001 H.15 0.0 0.862 Uel 11.0 11.000 18.080 to 150.0 0.0 12.000 0.0 H.19 0.29 0.0001 0.0 23.000 0.002 H.19 0.0 0.862 Utr 2.0 7.000 18.082 to 150.0 0.0 2.000 0.0 T.41 0.29 0.0001 0.0 9.000 0.001 0.0 0.29 18.083 Vel = 1.42 Vel = 1.42 K Factor = 0.68 Vel = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 K Factor = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: 5TA11C P5I: 90 M5I2LIAL PSI: FLOW GPM: 300 20OF I-1/ 2" AQUAPFX From cri. — log OF 1-1/2" POLY NOM WV— rTh 35' a I" COPPFP FPOM 11-1F 51RFFT 1" MFTFP 0 COUPLING rry 5' OF I-1/ 2" AQUAPFX FOM THF PPV TO 5,1 INA\fk N,f,5, 1 HFA12 2 1 -IAP M05T IMPAULICALLY IMOTF 1-1FAP5 GPM Pr:551,11 10'12 AT 511-F1 7 58,53 26 61,59 4 FLA T1.1'5 GFI\Fit \10 IF A PPV 15 1311\G Ik51AL2 O MO -AN AN 8 P51 M551,11,9. 121:0P Ar 26 GPM 15 IQUIP2 A 1" A190110 OP 61 -IV 5V,.15 PIN 15 IFCOMIVE\13.3, 51911\KL-N 5Y50\A 1351682 2015 NPA 152 51A\2Ai2 fO c El Without Comments As Noted in Red o Per The Attached Letter These plans have been -eviewed by The Tukwila Fire ntevention Bureau to' conformarice with current City ndards. subject to errors and 15slons whibi ,rilorsze violations of adopted ndards and o The responsibility for the )daiLiacy oc'OtCfl DtaIY with the designer. hOditions, to these drawings after ts crate will \-°i,nci nrh:. epi:ance and will require a ieubm1tta ei'Qvisc,.0 drawings for subsequent approval. Final accept c: SLIOPCI to field test and Inspection by The Tukwila ;-Lirfiu eau Date: 7 TL 5'11 14/abl, to c1(M-)-Vesir yrt,i4,4 1. CO 11-115 5LIGGF5TFP LAYOUT -15 I3A51E12 UPON INFOPiVtATION PPOVVFI9 [3Y OTHFP5, CHANGF5 IN CONSTRUCTION OP FIF1.19 CONI91110N5 MAY occur: WHICH MAY PFQUIFF CHANGF5 TO 11-F LAYOUT, 11- 15 11-F M50N511311-11Y OF Th F INs-rALLm' TO N01IFY APFX I9F5IGN 5FPVICF5 OF 5UCH CHANGF5, 18 1,1,ITC49-16 —9 LL -18 11F9-16-175 Model ll-kFC49ITC49 Concealed Pendent Sprinkler K-4,9, 155F*, 5/ EP Orifice, Maximum Spacing 16 ' x16 ' Sprinkler head demand: 15 cpm @ 7.04 ITHA13L Model 11-FFC49RFC49 Concealed Pendent Sprinkler K-4.9, 155F°, 5/ 8" Orifice, Maximum Spacing 18'xIB' Sprinkler head demand: 17 gm © 12.05 ITLIAPLE ModeILL-FI-F49F1-F49 Recessed Pendent, Sprinkler K-4.9, 175r, 7/ 16" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 15 gm @ 7.04 COR/ LIN1Y19 1-N12 MUTLIN5 FFFI2 TO FIXTLPF5 ( 5-0WFP, FTC,) MACK LIN5 SPPINKLFP1-1FAO TO SPPINKI-FP HFAT2, --g - 1/ 2" PPF 5IZF - /4" 1112",-: 5IZT - 1" P1PF SIZF - 1 I/ 2" Pr,' 1g g*N r-1.-rs tie " VAN' T -7 -- MASTER E3ATH TC49-I6 TUKWILA FIRE DEPARTMENT P;atild ca g 206-575-4407 and give this Fire Permit No. /(e -S- Li 7 and exact: Rddress for shut- down or restcxedc,n approvaL 1,29 AS 2 Li,TC49-16 1 1111111•1111111111111111 MOM 1 1 1 1 111 I.11 1111111111111111111111 H.S.cEAT QQM FOR ALL HEA BEAMS ANE? 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MAXIMUM CUr I -MOM OP PP 12". vrirY FIN19-IE12 1-0 MtkMIN MOUNTING 12IMENSION NFPA l2 1A1L-t 19151-ANC5 MOW HK 5OLIP,C5 IdAT 50UPC ORPINARY t MI° IN, INTERME191ATE l'MP IN, 5I OF FIIPLAC 56" 12" FROM' OF FIREPLACE 60" 36" W0012 PURN1NG 510VE 42" 12" KIICHEN RANGE 18" 9" WALL OVEN 18" 9" HOT AIR FLIES 18" 9" UNIN5WASI3 I -EAT Puors 18" 9" UNIN5ULA1N7 I-101WAThk'191M5 12" 6" 5M OR Hof AIR 121FFUSER 24" 12" FRONT OF HOTAIR 12IFFUSER 56" 18" HOT WATER I-EAffP 6" vi FURNACE 611 511 OW -250W Liar FIXTURE 6" 511 250W -499W Half FIX -Ile 12" 6" miLl-rwros FLOW 5W11 -CI -1 IN51A.LA1101\1 6" MIN 131.L 1-0 13 LOCA ON A132k55 5I2 Or 31,11L1 \\6 PAID si:1 —1 2rm TUKWILA FIRE -zfrs 77 I DEsi GN SFR 1 4"w limemenfttp / 1 ME 5P111\1KL-1?. 10/31 47th PI W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9/11 5ALF5 PFP: ,, .. , . r:5112FNI1A1.--Fli ppotc-rioN SYSI-FM 11113F -MT: 1/ 2" TO 1-1 / 2" AOLIAMX 5PRINKLU INTONATION # OF 1-1fl75 11-115 51-FFT - - 28 # OF 1-1A195 11-115 J013 - 28 5fAlt Pkt551,M 15-- 90 . , .... 1 .....„0,. .. . 1 .........;;;;;• ..,,,,os 0, CO ...t.g.0 . * • cg011 civic,— • ° 1 vie rilre;031P 1 A ‘4%.4 • • 0 •an Lele 1..1..0* e• ' 106 • 11366.114321105\13\e8I,IR,0°IeV' \.I. A s „„..• Is?,a0eC Vug 420 r • ....... liFk 1\11\1 - . .. ...... - • 10 ... .... 5CALF: N . _...... 12F5IGNF12 13Y: ...........\ \ \ \ CO \ \ \ CO SC.. \k".."'"... C:2) ...........< .—..........\ \\ \IN\ \r."'..-. .............\ .......\, C) ......... IC3N N \ I 2 5 4 maim, & CON5T, 11 1, i 06-16-2016 110. rVI50N/ 155UF PATF 1 00 PPOJFCT 4t: 160616-09 COMPANY: PAINIFR VIFW POOTFP CONTACT: PILL 13FLKNAP CONTACT PHONF #: ( 253) 455-1996 5CALF: 1/4" -- 1 '-0" 12F5IGNF12 13Y: 51FPHANIF FAT -EY CHFCKF12 I3Y: KAPFN 13A1313 00