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HomeMy WebLinkAboutPP - 14050 34TH PL S - TUKWILA LOT B - PERMITS AND PLANS14050 34TH PL S ASSOCIATED PERMITS 16-5-002 <-_ CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 IFIARM FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: )60,1 3 O /' ' 3 / 9 Site Address: 1 lisps 0 3 . L' .0 5, qv (, 6 Suite Number: Floor: Tenant Name: New Tenant? 0 - Yes p Property Owner's Name: 3 ^ FGl r- 1 ) Mailing Address: (+ 0 <10 y -231 3 0 / Gf City // CONTACT PERSON -if there are questions about the submittal. Name: D 1°(S �'e i Company Name. 1s g C. rat ✓v% t l y p Mailing Address: (f' , 0. ig_oly J I30fi.tycJ41° wGt c98373 /City / �t}� Zip E-mail Address: b felt lre "hie i r c i ,_ C.a vY Fax Number: a S- _ J9 - 3 o yq Contractor's City of Tukwila Business License number: 8 a s- 0 9 9 6 / 77 Total number of new/relocated devices or sprinkler heads: Sfie. > 7 89373 State Zip Day Telephone: S 3 -Sao Valuation of Project (contractor's bid price): $ 6/70 Scope of Work (please provide detailed information): 1 1 E/ Ci 1 J A -tip n of c n e w eS FirI= Sic ���Cirr v -cam irr ci nrui 5 F1� 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 AUTHORIZED AGENT: Signature: go- i�^k - Print Name: YS 0) r r t D �r * r Tr_ Date: Day Telephone: 2S A — 8ao — $3) J Plan Permit App.doc 8/22/14 TFD FP Fenn 8 • • • • • • • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS (I' ' ni-INI iew942Rooter, L.L.C. F NI /► ,o.T Brian Belknap 2-0508-A Level 1 3 • -__gym A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : TUKWILA LOT B PLAN 3212 - One Head Calculation (H.25) Drawing Location : 14050 34TH PL S TUKWILA WA 98168 Remote Area Contract : 150902-03 Data File : 150902-03 Tukwila Lot B Plan 3 - Rev 1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 Date 9/3/2015 TUKWILA LOT B PLAN 3212 - One Head Calculation (H.25) HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT B PLAN 3212 Date - 9-2-2015 Location - TUKWILA WA 98168 Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 150902-03 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E 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 S Additional Flow Added I Elevation at Highest Outlet - 116 G Note: N Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 57.99 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) - 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 M N 2 c 0 .C1 0 0 f0 0 v co N a0 N 6,71 Se.) w N U �Z a WM c~ O w J a) 0 _ W O O 0) -o c w co 3w^E off -,a) clidc0c 2EEEE ( (1)oa yv)0)00)g _>'> mu) Nim C—NN OM (gyp (5000=00) E a) 0 O 000 co t-w y 0.)."" O (AMU_ a m=ww wZi4)4) MN—w 0 0 0 0 O O 03 03 O < oZ M _ 0 J L 0 0 O O 1.0 tt CO0 0 - 0 0 0 0 0 0 0 0 0) CO f. 00 '4) <- a I W 0) c) 0 w 0 N O Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Fittings Used Summary Ln N 2 c O 0 U 0 4) 2 4) a0 N c C M 4, U ' a 0m (moi c tTpJ N 84) W Y MD M N .-f0•-.-000 01-'6 -10.- 000 10 0 e- V '0)000 0 ,-,70000000 MN.N.000 N O '-N(010 OOO N 0 '-N )00000 CO O ,-- i M O o 0 M. O M M 0 0 0 N L0 -- '- N N 0 0 0 Co 0 r N N 0 0 0 n O 0 0 0 O N O '- 0 0 0 O 0 O Is - MN MN '-Nn-10'----N O) 0 C 3 N W C 43:9.012T H U'0 ` W y m 000 W U0 Qd 0. w .nm.. _ in CLL 3 3 7 E C m c WMOMCCQQ E .,,D ( N L O N « . Emm Uwc9H»> D 0JILi Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT B PLAN 3212 - One Head Calculation (H.25) Date 9/3/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.975 17.0 57.991 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 116.0 T.41 116.0 H.21 116.0 T.32 108.0 H.16 108.0 T.35 108.0 T.39 116.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.23 116.0 H.24 116.0 T.43 116.0 T.42 116.0 H.22 116.0 T.36 116.0 H.19 116.0 T.37 116.0 H.13 116.0 H.10 116.0 H.1 116.0 H.2 116.0 T.26 116.0 T.29 116.0 H.14 116.0 T.33 116.0 T.34 116.0 H.11 108.0 H.4 108.0 T.27 108.0 H.5 108.0 H.7 108.0 T.30 108.0 H.9 108.0 H.3 108.0 T.31 108.0 H.8 116.0 T.28 116.0 H.6 116.0 H.15 116.0 4.9 12.03 17.0 19.22 19.27 23.76 23.84 24.9 21.72 25.58 27.74 40.32 40.82 57.99 13.37 14.61 15.23 19.26 19.47 19.83 21.08 21.67 19.98 20.22 20.6 20.82 20.93 21.1 21.26 21.45 21.56 23.78 24.01 24.37 24.48 24.57 24.62 24.64 24.73 24.87 21.24 21.28 21.33 21.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT B PLAN 3212 - One Head Calculation (H.25) Page 5 Date 9/3/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 116.0 H.20 116.0 H.12 108.0 H.17 108.0 H.18 108.0 21.45 21.46 24.88 24.88 24.89 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 B PLAN 3212 - One Head Calculation (H.25) Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.25 10.19 0.671 Utb 17.0 14.000 12.030 to 150.0 Utr 2.0 19.000 0.0 T.41 10.19 0.2178 0.0 33.000 7.189 T.41 -4.64 1.054 Utr 4.0 3.000 19.219 to 150.0 0.0 4.000 0.0 H.21 5.55 0.0079 0.0 7.000 0.055 H.21 0.0 0.862 Utb 17.0 33.000 19.274 to 150.0 Utr 2.0 16.000 3.465 T.32 5.55 0.0209 0.0 49.000 1.026 -2.25 T.32 23.765 to 0.0 H.16 3.3 0.072 H.16 0.0 0.671 Utb 17.0 20.000 23.837 to 150.0 Utr 2.0 19.000 0.0 T.35 3.3 0.0271 0.0 39.000 1.058 T.35 0.30 0.862 Utb 17.0 17.000 24.895 to 150.0 0.0 14.000 -3.465 T.39 3.6 0.0094 0.0 31.000 0.292 T.39 13.40 1.244 Uel 13.0 1.000 21.722 to 150.0 0.0 13.000 3.465 T.40 17.0 0.0278 0.0 14.000 0.389 0.862 150.0 0.0080 0.0 0.0 0.0 9.000 0.0 9.000 K Factor = 4.90 Vel = 9.25 Vel = 2.04 Vel = 3.05 Vel = 1.81 Vel = 2.99 T.40 0.0 1.244 T 3.443 12.000 25.576 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 15.443 0.429 S.1 0.0 1.244 E 1.721 25.000 27.737 to 150.0 T 3.443 5.594 11.732 CPL 17.0 0.0278 G 0.43 30.594 0.850 CPL 0.0 1.61 2E 12.089 50.000 40.319 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 63.600 0.503 MTR 0.0 1.025 2E 5.4 25.000 40.822 to 150.0 0.0 5.400 15.000 STR 17.0 0.0713 0.0 30.400 2.169 0.0 17.00 57.991 H.25 6.81 0.671 0.0 13.000 12.030 to 150.0 0.0 0.0 0.0 H.23 6.81 0.1034 0.0 13.000 1.344 H.23 0.0 0.671 Utr 2.0 10.000 13.374 to 150.0 0.0 2.000 0.0 H.24 6.81 0.1033 0.0 12.000 1.240 H.24 0.0 0.671 Utr 2.0 4.000 14.614 to 150.0 0.0 2.000 0.0 T.43 6.81 0.1033 0.0 6.000 0.620 T.43 0.0 0.671 Utr 2.0 20.000 15.234 to 150.0 Utb 17.0 19.000 0.0 T.42 6.81 0.1033 0.0 39.000 4.030 T.42 4.63 1.054 Utr 4.0 3.000 19.264 to 150.0 0.0 4.000 0.0 H.22 11.44 0.0300 0.0 7.000 0.210 Vel = 1.98 Vel = 4.49 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 Vel = 2.68 * * Fixed Loss = 15 Vel = 6.61 K Factor = 2.23 Vel = 6.18 Vel = 6.18 Vel = 6.18 Vel = 6.18 Vel = 4.21 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 B PLAN 3212 - One Head Calculation (H.25) Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.22 0.0 1.054 Utr 4.0 8.000 19.474 to 150.0 0.0 4.000 0.0 T.36 11.44 0.0299 0.0 12.000 0.359 T.36 -7.88 0.671 Utb 17.0 21.000 19.833 to 150.0 Utr 2.0 19.000 0.0 H.19 3.56 0.0311 0.0 40.000 1.244 H.19 0.0 0.671 Utb 17.0 2.000 21.077 to 150.0 0.0 17.000 0.0 •T.37 3.56 0.0311 0.0 19.000 0.591 T.37 9.83 1.244 Utr 2.0 1.000 21.668 to 150.0 0.0 2.000 0.0 T.39 13.39 0.0180 0.0 3.000 0.054 0.0 13.39 Vel = 4.21 Vel = 3.23 Vel = 3.23 Vel = 3.53 21.722 K Factor = 2.87 T.41 4.63 1.054 0.0 8.000 19.219 to 150.0 0.0 0.0 0.0 T.42 4.63 0.0056 0.0 8.000 0.045 Vel = 1.70 0.0 4.63 19.264 K Factor = 1.05 T.36 7.88 1.054 Utr 4.0 6.000 19.833 to 150.0 0.0 4.000 0.0 1-1.13 7.88 0.0150 0.0 10.000 0.150 Vel = 2.90 H.13 0.0 1.054 Utr 4.0 12.000 19.983 to 150.0 0.0 4.000 0.0 H.10 7.88 0.0151 0.0 16.000 0.241 Vel = 2.90 H.10 0.0 1.054 Utr 4.0 21.000 20.224 to 150.0 0.0 4.000 0.0 H.1 7.88 0.0150 0.0 25.000 0.376 Vel = 2.90 H.1 0.0 1.054 Utr 4.0 11.000 20.600 to 150.0 0.0 4.000 0.0 H.2 7.88 0.0150 0.0 15.000 0.225 Vel = 2.90 H.2 0.0 1.054 Utr 4.0 3.000 20.825 to 150.0 0.0 4.000 0.0 T.26 7.88 0.0151 0.0 7.000 0.106 Vel = 2.90 T.26 0.92 1.054 Utr 4.0 5.000 20.931 to 150.0 0.0 4.000 0.0 T.29 8.8 0.0183 0.0 9.000 0.165 Vel = 3.24 T.29 -1.19 1.054 Utr 4.0 8.000 21.096 to 150.0 0.0 4.000 0.0 H.14 7.61 0.0141 0.0 12.000 0.169 Vel = 2.80 H.14 0.0 1.054 0.0 13.000 21.265 to 150.0 0.0 0.0 0.0 T.33 7.61 0.0141 0.0 13.000 0.183 Vel = 2.80 T.33 1.03 1.054 Utr 4.0 2.000 21.448 to 150.0 0.0 4.000 0.0 T.34 8.64 0.0178 0.0 6.000 0.107 Vel = 3.18 T.34 1.19 1.054 Utr 4.0 1.000 21.555 to 150.0 0.0 4.000 0.0 T.37 9.83 0.0226 0.0 5.000 0.113 Vel = 3.61 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 B PLAN 3212 - One Head Calculation (H.25) Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 9.83 21.668 K Factor = 2.11 T.32 2.25 0.862 Utr 2.0 2.000 23.765 to 150.0 0.0 2.000 0.0 H.11 2.25 0.0040 0.0 4.000 0.016 Vel = 1.24 H.11 0.0 0.671 Utr 2.0 15.000 23.781 to 150.0 0.0 2.000 0.0 H.4 2.25 0.0133 0.0 17.000 0.226 Vel = 2.04 H.4 0.0 0.671 Utb 17.0 8.000 24.007 to 150.0 Utr 2.0 19.000 0.0 T.27 2.25 0.0133 0.0 27.000 0.360 T.27 -0.91 0.671 Utb 17.0 3.000 24.367 to 150.0 Utr 2.0 19.000 0.0 H.5 1.34 0.0051 0.0 22.000 0.112 H.5 0.0 0.671 Utr 2.0 16.000 24.479 to 150.0 0.0 2.000 0.0 H.7 _ 1.34 0.0051 0.0 18.000 0.091 H.7 0.0 0.671 Utr 2.0 8.000 24.570 to 150.0 0.0 2.000 0.0 T.30 1.34 0.0051 0.0 _ 10.000 0.051 T.30 0.0 0.671 0.0 3.000 24.621 to 150.0 0.0 0.0 0.0 H.9 1.34 0.0050 0.0 3.000 0.015 H.9 0.0 0.671 Utr 2.0 17.000 24.636 to 150.0 0.0 2.000 0.0 H.3 1.34 0.0051 0.0 19.000 0.096 Vel = 1.22 H.3 0.0 0.671 Utb 17.0 10.000 24.732 to 150.0 0.0 17.000 0.0 T.31 1.34 0.0051 0.0 27.000 0.137 Vel = 1.22 T.31 -0.31 0.862 Utb 17.0 33.000 24.869 to 150.0 0.0 14.000 -3.465 T.33 1.03 0.0009 0.0 47.000 0.044 Vel = 0.57 0.0 1.03 - 21.448 K Factor = 0.22 T.27 0.92 0.862 Utb 17.0 24.000 24.367 to 150.0 0.0 14.000 -3.465 T.26 0.92 . 0.0008 0.0 38.000 0.029 Vel = 0.51 0.0 0.92 20.931 K Factor = 0.20 T.29 1.19 0.671 Utb 17.0 17.000 21.096 to 150.0 0.0 17.000 0.0 H.8 1.19 0.0041 0.0 34.000 0.140 Vel = 1.08 H.8 0.0 0.671 Utr 2.0 10.000 21.236 to 150.0 0.0 2.000 0.0 T.28 1.19 0.0041 0.0 12.000 0.049 Vel = 1.08 T.28 0.0 0.671 Utr 2.0 8.000 21.285 to 150.0 0.0 2.000 0.0 H.6 1.19 0.0041 0.0 10.000 0.041 Vel = 1.08 Vel = 2.04 Vel = 1.22 Vel = 1.22 Vel = 1.22 Vel = 1.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 TUiKWILA LOT 6 PLAN 3212 - One Head Calculation (H.25) Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.6 0.0 0.671 Utr 2.0 12.000 21.326 to 150.0 0.0 2.000 0.0 H.15 1.19 0.0041 0.0 14.000 0.057 H.15 0.0 0.671 Utr 2.0 14.000 21.383 to 150.0 0.0 2.000 0.0 T.38 1.19 0.0041 0.0 16.000 0.066 T.38 0.0 0.671 0.0 2.000 21.449 to 150.0 0.0 0.0 0.0 H.20 1.19 0.0040 0.0 2.000 0.008 H.20 0.0 0.671 Utb 17.0 5.000 21.457 to 150.0 Utr 2.0 19.000 0.0 T.34 1.19 0.0041 0.0 24.000 0.098 0.0 1.19 21.555 T.31 0.30 0.671 Utb 17.0 2.000 24.869 to 150.0 Utr 2.0 19.000 0.0 H.12 0.3 0.0003 0.0 21.000 0.007 H.12 0.0 0.671 Uel 11.0 17.000 24.876 to 150.0 0.0 11.000 0.0 H.17 0.3 0.0003 0.0 28.000 0.009 H.17 0.0 0.671 0.0 11.000 24.885 to 150.0 0.0 0.0 0.0 H.18 0.3 0.0004 0.0 11.000 0.004 H.18 0.0 0.671 Utb 17.0 1.000 24.889 to 150.0 Utr 2.0 19.000 0.0 T.35 0.3 0.0003 0.0 20.000 0.006 Vel = 1.08 Vel = 1.08 Vel = 1.08 Vel = 1.08 K Factor = 0.26 Vel = 0.27 Vel = 0.27 Vel = 0.27 Vel = 0.27 0.0 0.30 _ _ 24.895 K Factor = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 moo DESIGN SE L --c....;,,,----, F� . CERT, C TE OF N ETACOMPETETE........ PRO TEC TIO NCY Jrjan Bel na &PRINKLEiTEM. 60508- Level 1 oter, L.L.C. A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesignservices.com • "a Stun Oatur Job Name : TUKWILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Drawing Location : 14050 34TH PL S TUKWILA WA 98168 Remote Area : Contract : 150902-03 Data File : 150902-03 Tukwila Lot B Plan 3 - Rev 1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Date 9/3/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT B PLAN 3212 Date - 9-2-2015 Location - TUKWILA WA 98168 Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 150902-03 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling Made M Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7.04 Psi. D MAXIMUM LISTED SPACING 16 x 16 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 108 G Note: N Gpm Gpm Feet ( )NFPA 13R ( )4 ( ) (X)NFPA 13D by Date 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 26.5569 Psi Required 53.57 Summary C -Factor Used: Overhead 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 Flow (Gpm) - 300 S Elevation - 100 At Ref Pt STR Underground 150 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Of .�. N co ao ets M I c 0 c6 _U o 0 co I 3 W N U N � M U .2 a wm co o, 0 y a) 0_ WCL D M N M N U) co ,4 In M • M M N L N v c M co 3N^E U -0w u_ CL CQ 2EEEE'E > °: °) W. ( • u) co o w 2 (n (o (o N 4 CONN OM co �ooaIo(n E 0 0 0 0 0 O Co 0 • M N O 0o0D 0 c00 lO 0 0 N 0 EL a w (n (n a w 0 10 v O O O CO Fittings Used Summary Wo alas a0 •- M N '- (0 r- e- 0 0 0 O Y- CD y- 101 ' 0 0 0 100 R X0)000 o •- CO CO 000 un 1-1.000 Ps o .-N(0(0000 N O CV In (n 000 CO (n Y - V x) 0 0 0 T O •-'—MM000 N (n �-•-NN000 O O N N 0 0 0 •'CO e-�000 1) n 0 0 0 — 10 N 000 0 CO N- CO MN CN - COMNN •- M .- (0 ,— 0) of T- I4) Tr '—N(V • cy NE • N M N L y C Mw ID rT aW Cn co O fl - m Mt a) (D c O = C 0 C 0 w > l_ U -coo w m S 0. —• o� xxx E 0un-�asasus as .cy co c gz1 �rnC�rnQQQ E D'c w0 m � E OI Ni W yL0 (7 S."Pali ma , .0 �O u- <f 0w(7H>j> > 0Jtia Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT 8 PLAN 3212 - Two Head Calculation (H.3 & H.12) Page 4 Date 9/3/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.944 26.56 53.569 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 108.0 T.31 108.0 T.33 116.0 T.34 116.0 T.37 116.0 T.39 116.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.9 108.0 T.30 108.0 H.7 108.0 H.5 108.0 T.27 108.0 T.26 116.0 T.29 116.0 H.8 116.0 T.28 116.0 H.6 116.0 H.15 116.0 T.38 116.0 H.20 116.0 H.12 108.0 H.17 108.0 H.18 108.0 T.35 108.0 H.4 108.0 H.11 108.0 T.32 108.0 H.21 116.0 T.41 116.0 T.42 116.0 H.22 116.0 T.36 116.0 H.19 116.0 H.16 108.0 H.25 116.0 H.23 116.0 H.24 116.0 T.43 116.0 4.9 7.04 13.0 9.64 10.96 11.3 11.62 11.73 16.08 18.8 32.47 33.62 53.57 8.81 9.09 10.03 11.71 13.76 10.86 10.9 11.02 11.06 11.1 11.15 11.21 11.22 4.9 7.65 13.56 10.75 11.96 14.17 14.0 14.16 14.17 10.83 10.84 10.84 10.85 10.86 11.38 14.17 10.84 10.84 10.84 10.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Page 5 Date 9/3/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.1 H.10 H.13 H.14 116.0 116.0 116.0 116.0 116.0 10.86 10.86 10.86 10.86 10.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Page 6 Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.3 6.56 0.671 Utb 17.0 10.000 7.040 to 150.0 0.0 17.000 0.0 T.31 6.56 0.0965 0.0 27.000 2.605 T.31 6.50 0.862 Utb 17.0 33.000 9.645 to 150.0 0.0 14.000 -3.465 T.33 13.06 0.1018 0.0 47.000 4.785 T.33 3.07 1.054 Utr 4.0 2.000 10.965 to 150.0 0.0 4.000 0.0 T.34 16.13 0.0565 0.0 6.000 0.339 T.34 1.11 1.054 Utr 4.0 1.000 11.304 to 150.0 0.0 4.000 0.0 T.37 17.24 0.0640 0.0 5.000 0.320 T.37 2.21 1.244 Utr 2.0 1.000 11.624 to 150.0 0.0 2.000 0.0 T.39 19.45 0.0353 0.0 3.000 0.106 T.39 7.11 1.244 Uel 13.0 1.000 11.730 to 150.0 0.0 13.000 3.465 T.40 26.56 0.0634 0.0 14.000 0.888 T.40 0.0 1.244 T 3.443 12.000 16.083 to 150.0 0.0 3.443 1.732 S.1 26.56 0.0635 0.0 15.443 0.980 S.1 0.0 1.244 E 1.721 25.000 18.795 to 150.0 T 3.443 5.594 11.732 CPL 26.56 0.0634 G 0.43 30.594 1.941 CPL 0.0 1.61 2E 12.089 50.000 32.468 to 150.0 C 1.511 13.600 0.0 MTR 26.56 0.0181 0.0 63.600 1.149 K Factor = 4.90 Vel = 5.95 Vel = 7.18 Vel = 5.93 Vel = 6.34 Vel = 5.13 Vel = 7.01 Vel = 7.01 * * Fixed Loss = 10 Vel = 7.01 Vel = 4.19 MTR 0.0 1.025 2E 5.4 25.000 33.617 to 150.0 0.0 5.400 15.000 STR 26.56 0.1629 0.0 30.400 4.952 0.0 26.56 * * Fixed Loss = 15 Vel = 10.33 H.3 6.44 0.671 Utr 2.0 to 150.0 0.0 H.9 6.44 0.0933 0.0 17.000 2.000 19.000 53.569 K Factor = 3.63 7.040 0.0 1.773 H.9 0.0 0.671 0.0 to 150.0 0.0 T.30 6.44 0.0933 0.0 T.30 0.0 0.671 Utr 2.0 to 150.0 0.0 H.7 6.44 0.0933 0.0 3.000 0.0 3.000 8.000 2.000 10.000 8.813 0.0 0.280 9.093 0.0 0.933 H.7 0.0 0.671 Utr 2.0 16.000 10.026 to 150.0 0.0 2.000 0.0 H.5 6.44 0.0933 0.0 18.000 1.680 H.5 0.0 0.671 Utb 17.0 3.000 11.706 to 150.0 Utr 2.0 19.000 0.0 T.27 6.44 0.0933 0.0 22.000 2.052 T.27 -1.83 0.862 Utb 17.0 24.000 13.758 to 150.0 0.0 14.000 -3.465 T.26 4.61 0.0148 0.0 38.000 0.564 Vel = 5.84 Vel = 5.84 Vel = 5.84 Vel = 5.84 Vel = 5.84 Vel = 2.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWVILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Date 9/3/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.26 -0.43 1.054 Utr 4.0 5.000 10.857 to 150.0 0.0 4.000 0.0 T.29 4.18 0.0047 0.0 9.000 0.042 T.29 -3.07 0.671 Utb 17.0 17.000 10.899 to 150.0 0.0 17.000 0.0 H.8 1.11 0.0036 0.0 34.000 0.123 H.8 0.0 0.671 Utr 2.0 10.000 11.022 to 150.0 0.0 2.000 0.0 T.28 1.11 0.0036 0.0 12.000 0.043 T.28 0.0 0.671 Utr 2.0 8.000 11.065 to 150.0 0.0 2.000 0.0 H.6 1.11 0.0037 0.0 10.000 0.037 H.6 0.0 0.671 Utr 2.0 12.000 11.102 to 150.0 0.0 2.000 0.0 H.15 1.11 0.0036 0.0 14.000 0.050 H.15 0.0 0.671 Utr 2.0 14.000 11.152 to 150.0 0.0 2.000 0.0 T_38 _ 1.11 0.0036 0.0 16.000 0.058 T.38 0.0 0.671 0.0 2.000 11.210 to 150.0 0.0 0.0 0.0 H.20 1.11 0.0035 0.0 2.000 0.007 H.20 0.0 0.671 Utb 17.0 5.000 11.217 to 150.0 Utr 2.0 19.000 0.0 T.34 1.11 0.0036 0.0 24.000 0.087 0.0 1.11 11.304 T.31 -6.50 0.671 Utb 17.0 2.000 9.645 to 150.0 Utr 2.0 19.000 0.0 H.12 -6.5 -0.0949 0.0 21.000 -1.992 Vel = 1.54 Vel = 1.01 Vel = 1.01 Vel = 1.01 Vel = 1.01 Vel = 1.01 Vel = 1.01 Vel = 1.01 K Factor = 0.33 Vel = 5.90 H.12 13.56 0.671 Uel 11.0 17.000 7.653 to 150.0 0.0 11.000 0.0 H.17 7.06 0.1105 0.0 28.000 3.093 H.17 0.0 0.671 0.0 11.000 10.746 to 150.0 0.0 0.0 0.0 H.18 7.06 0.1105 0.0 11.000 1.216 H.18 0.0 0.671 Utb 17.0 1.000 11.962 to 150.0 Utr 2.0 19.000 0.0 T.35 7.06 0.1104 0.0 20.000 2.209 T.35 0.05 0.862 Utb 17.0 17.000 14.171 to 150.0 0.0 14.000 -3.465 T.39 7.11 0.0330 0.0 31.000 1.024 0.0 7.11 11.730 K Factor = 4.90 Vel = 6.41 Vel = 6.41 Vel = 6.41 Vel = 3.91 K Factor = 2.08 T.27 1.83 0.671 Utb 17.0 8.000 13.758 to 150.0 Utr 2.0 19.000 0.0 H.4 1.83 0.0091 0.0 27.000 0.246 H.4 0.0 0.671 Utr 2.0 15.000 14.004 to 150.0 0.0 2.000 0.0 H.11 1.83 0.0092 0.0 17.000 0.156 Vel = 1.66 Vel = 1.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' ii Ian l'alculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOTS PLAN 3212 - Two Head Calculation (H.3 & H.12) Hyd. Qa Dia. Fitting Pipe Pt Ref. „ i Point Qt Pf/Ft or Pe Pv Ftng's Pt Eqv. Ln. Total Pf Pn Page 8 Date 9/3/2015 Notes *****, 0.0 0.862 2.0 o Utr 00 150.0 2 000 T.32 1.83 14.160 0.0025 0.0 2.000 T.32 0.05 Utb 170 0 4.000 0.0 to 0.862 0.010 150.0 33.000 Vel = 465 H.21 Utr 2 p 14.170 1.01 1.78 - _ - _------- 0.0026 16.000 _ 11.2 3.126 0.049.000 1.054 0.0 0.126 Utr 4.0 Vel = T.41 to 150.0 3.000 0.98 H.2 1.78 10.831 - 0.0009 0.0 4.000 T.41 -0.12 7.000 0.0 to 1-054 . 0.006 T.42 150.0 0.0 8.000 10.837 Vel = 0.65 1.66 0.0 0.00090.0 0.0 0.0 T.42 0.12 8.000 0.007 to 1.054 H.22 150.0 .0 4.000 0.0 Utr 4.0 3.000 10.844 Vel = 0.61 1.78 0.0010 to 1-122 0.0 1.054 - 0.0 -- 7.000 0.007_ T.36 150.0 Utr 4.0. 8.000 10.851 Vel = 0.65 T.36 ---- 1.78 0.0009 4.000 T.36 - - 0.0 0.0 to 0.43 0.671 12.000 0.011 Utb 17.0 21.000 11.19 2.21 150.0 Utr 2.0 10.862 -- Vel = 0.65 0.0129 19.000 H.19 - - - 0.0 0.0 p 671 0.0 40.000 to Utb 17.0 - -- - 1.30.5 6 8 T 37 150.0 2.000 11.378 - Vel 2.01 - 2.21 0.0129 0.0 17.000 0.0 0.0-�- 19.000 2.21 0.246 Vel = ---- ----- _ 2.01 32 0.05 0.862 __ - --_ to 1 1_624 H.16 0.05 150.0 00 00 9.000 14.170 K Factor = 0.65 1-1.16 O 0 0- -- 0.0 ___ 9.000 0.0 O. 0.0 0.671 Utb 17.0 14.1 T.35 150.0 Utr 20.000 14.170 vel 0.03 to - 0.05 p_p 2.0 19.000 0.0 0.0 - -- 0.0 39.000 -- ---------- 0.05 -- - - 0.001 - -- Vel = 0.05 T.41 0.13 - to 0.671 - 14.171 150.0 Utb 17.0 14.000 K Factor - Utr 2.0 10.837 ----- - 0.01 H=5 -_ 0.13 0.0001 19.000 H.25 0.0 - -0.0 33.000 0.0 to 0.671 0.003 150.00 13.000 Vel = 012 H23 10.840 0.13 0.0 0.0 0.0 1-1.23 0.0 0.0 0.671 0.0- 13.000 to Utr 2.0 0.0 150.0 10.000 Vet = H.24 10.840 - - 0.12 i.24 -- 0.13 0.0001 0.0 2.000 0.0 11.2 0.10 -- -- 0.0 12.000 to 0.671 Utr 0.001 2.0 . 150.0 Vel = T.43 4.000 - - -- 0.12 0.13 10.841 T.43 0.0002 0.0 2.000 0.0 0.0 0.671 0.0 6.000 to 0.001 Utr 0. 150.0 2.0 20.000 __ - - - Vel = T.42 0.13 Utb 17.0 10.842 0.12 0.0001 19.000 0.0 0.0 39.000 0.002 Vel= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT B PLAN 3212 - Two Head Calculation (H.3 & H.12) Hyd. Qa Dia. Fitting Pipe Pt Ref. "C" Pt or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Page 9 Date 9/3/2015 Notes 0.0 0.13 T.26 0.43 1.054 Utr 4.0 10.844 to 3.000 10.857 150.0 0.0 4.000 0.0 H.2 0.43 0.0001 0.0 7.000 0.001 H.2 0.0 1.054 Utr 4.0 11.000 10.858 to 150.0 0.0 4.000 H.1 0.43 0.00010.0 ----- 0.0 --- 15.000 0.001 H.1 0.0 1.054 - _ - Utr 4.0 21.000 10.859 to 150.0 0.0 4.000 0.0 H.10 0.43 0.0001 ---- - - -- - - - ----- ----- - 0.0 25.000 0.002 H.10 0.0 1.054- - - - -- ---- -- - - Utr 4.0 12.000 10.861 to 150.0 0.0 4.000 0.0 H.13 0.43 0.0001 0.0 16.000 0.001 H.13 0.0 1.054 Utr 4.0 -- -_ to 6.000 10.862 150.0 0.0 4.000 0.0 T.36 0.43 0.0 0.0 10.000 0.0 0.0 -- 0.43 10.862 T.29 3.07 1.054 Utr 4.0 8.000 10.899 to 150.0 0.0 4.000 H.14 3.07 0.0027 0.0 - -- - - _ - ---- 0.0 12.000 0.032 H 14 0.0 13.000 10.931 to 0.0 0.0 T.33 0.0 0_0 13.000 0.034 0.0 1.054 150.0 3.07 0.0026 0.0 3.07 10.965 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 K Factor = 0.04 VeI = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 Vel = 0.16 K Factor = 0.13 Vel = 1.13 Vel = 1.13 K Factor = 0.93 5UIILY; STATIC P51: 70 IT5113UAL P51: 65 FLOW GPM: 300 25' OF I-1/ 2" AQUAPEX MOM THE CPL TO 5,1 n 50' OF 1-1/ 2" POLY MOM TI -E M- 3/ iME11 25' OF I" COPPED MOM Tl 5TPEEf CPL WA1RR 5MVIa N.T.S. IH R7 2 HEAR MOST WINK/LICA—LY DEMOTE FEAP5 IN LIVING SPACE 1 -EAP # GPM PPE55UPE IT.Q1 I2 Af 511 f H,29 17 5532 N3 & H.12 26 52.83 MOST HYI2PAULICALLY PEMO1E l -M25 IN GAP.AGE 1-EAI7 # GPM PPE550 DEQ' 12 Af STREET 2 HEAP' N3 & H.12 30 59,01 aN1IAI, NO1h5; IF A plV 15 MING IN51ALL E2, NO MO�� f -IAN AN 8 I5I PFF55LII:F rIOI A1" 26 GIM 15 I?WUIIFt7, A1" APOL-LO Op 6HLF 5 IE 5 MV 15 I?FCOMMENI2 2I 5 INK��p 5Y5 -1M 12t5IGN1FP ¶0 200 NFpA I'n 51ANtA 2 F CONCEALED AI2APTEP FITTING MOUNTING I2 tAJO 14.13. ITGV'EX El' TEE MINIMUM air LENGTH of PIPE 3-I/ 2". MAXIMUM air LENG1H CV rim 12". I't?oi'EX FSE 5PI1\KLEK /VAMP PIFL17 VFt;IFY FINISFEr CEILING MAMMAL TO t2 1EI MINE MOUNTING i- ia- " t2IMFN5ION I LIABLE ANl7 SENJU CONCEALED 5PPINKLEP INSTALLATION GUIDE FOP Z" 51 -UT POCK N,1.5. ffLIAI30F MOt7FL5 • ITC -0 LL • ITC -119 LL SFNJU SPPINKLFP MOt7FL • PC IT5 bottom of cover plate cup r" above bottom of joist bottom of cover plate cup r" below bottom of joist MUCH -PUP O5E FLOW 5WI11CH IN51'ALLA110N NS.S. 6" AAI W Of\ 31,1, ¶0 3; LOCA';2 An.2E 55 5I2F OF E3UI OI \G S/0x3/0I &L_ ' 3/0 FL 1/ H110 1 I/ /0x3/0' SL. /0x3/0' S.L. 0 H.1 1' 3/0x4/G 'O`/, /0x4/0 ''SL 1/ LCRFC49-I6 LCPJC49-I6 CLI`'C49-16 HII3 H12 SOF, t T DN so 1-.50 ;�/� NC �. 4 r 19'6x20'8 LCFC49-I8 H.8 1/ HI14 L U F(49-16 7 COLOp/ I.IN1 YP LFGFN12 PL 1,E LINES- FEE19 TO FIXTLI S ( PATH, SHOWED, ETC.). BLACK LINE5- SPPINKLEP VEA17 TO 5MINKLEP WAR - 1/ 2" IPE SIZE - 3/ 4" PIPE 51ZE I — 1" pl°E 51ZE - 1-1/4" PP 51Z� I = - I I/ 2" PIPE SIZE ---19 LL,'FC49-16 --- LLFC49-I8 6 O -4 F3 -R C:Y ITLIA3LF Model LL-P1C49PFC49 Concealed Pendent Sprinkler K-4.9, 155r, 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand; 13 qpm M 7.04 ITLIAI3LF Model LL-ITC491TC49 Cacealed Pendent 5prirkler K--4.9, 155r, 3/8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 cpm © 12.03 ITLIA6LF Model F '0P-<P'QP Pry 5idewall 52rirkler---Peflectcr 4-6 below K=5.6, I55P`, I/ 2" Orifice, Maximum Spacing 15'x15' 5prirkler head demand: 14.8 cpm M 7 I/ HII9---159 CCI C49 6, 1 3�11 OF -EN SAIL H.25 f _ U LU FC49=16 �'J—fLLI Iz�cs) DN ISFP, r 2 F-Qo 1%?1MIL. FOLY OR Ar7-I O j' Y t.:TARDEF2 WITH JOINTS L4 ED NO MOIZ7. THAN 6' REQUIRED BETWEEN SLOB AND PREPARED EARTH FER 12C (%0623 1 ROVI , 1 COREDOvl 1 FI; E poop, UJ/ SELF- C1-05 1 c i : MVISION 2 NOTE5: 4 5ItDWALI, 5PIIINKI.M HtAn5 APPLE 10 MOVII2 COMAi Th1 GAPAa I M051" IMOTE 2 HEAn CALCULA110N5 MOVII2 E2 For C3011N GAPNAa ANP 11-1 LIVING 5PAaI PANTRY 5-1 FLOW 5W116H II5I A55M13L-Y l9' C_Cx) 2/4 NC SOFFIT DN G' 4.1 29'2x2 4'!� IDIN'Ns 11'0x13''1 29 1 H126 LCITC49-16 1,W49-18. J In B'3x12'2 (12' CBI1J,NG) '0x13'10 CLt?MC49-I6 (12' CEILING,) Li _ 0 m 2/4 NC' H.28 F-Qg bgY MANftOO TYF, 'X' G;17 -.'D. ' CLG. 1/2' c:. _ 0 4L WALLS DUCTS THROUGH 1 . ,LL OR �ILlN COMMON TO +-1QUSE MIN. 6 GA. = TEEL NO DUCT OPENINGS J GAK'GE 0 0 3/0x5/0 O. I. S=Ci i0 1:AL 0.14. GARAGE Da (3) 2/0x4/!o FIX UP; (3) 2/0x1/6FIX OVEF 0 16/0x810 014. SECTIONAL 0.14. GARAGE DR. 3/0x&/0 SL. 3/0x3/OI SL. 0 3/0x4/a &L. /0x4/7 EGRESS 3/0x4/6' &L_ 3/0 FL C49 -I6 H.4 1.CPFC49 I CCp'C49-I E OOM '8x12'10 LLIC49-18 6 /0 51 -PASS SOFFIT i-%CU;N i2" FGT� HVAC /0 Sf -PASS 3/0 5I -PASS I= 36" : CPEN P41L CXC4 FR0viDE S T AI,:iJAY iLLUMN4T10'; FEF: 5-ECi101 R303.1 IRC 1°° 1/ I\1LVL CONNECTIONS LOM 0 00 I00 I/4"I'-O11 THIS SU6GE51W LAYOUT 1513A5EI2 UPON INEOPMA110N PPOVI17E12 6Y O11-WP5. CHANGES IN CON5I1;UC110N OP EIEL12 CONPI11ON5 MAY OCCUP WHICH MAY REQUIRE CHANGES TO 114 LAYOUT. If 15 TIE RESPONSIBILITY OF 11-E INSTALLED TO NOTIFY APEX DESIGN SEPVICES OF SUCH CHANGES. DESI SER �I 5PIIN 1073147Th PI W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-97I7 SALES PEP: 15112EN11AL EIRE PPO1EC11ON SYSTEM 11.113E TYPE: I/ 2" TO I-1/ 2" AQUAPEX 5PPINKLEP INEOPMA110N it Of I-EAt75 THIS SHEET - 25 # OF 1EA125 THis J013- 25 5fA11C PRESSURE I5- 70 WASHINGTON STATE CERTIFICATE Or COMPETENCY oTECTION SPRINKLER SYSTEMS Belkna 8-A L iew Ro .L.C. �, \� • ■ •111• • ■ • • ■ • ni N Cs \ 2 4 PRELIM, & CONST, co co 1 9-2-2015 NO. I VISON/ ISSUE DATE 1 A 'POJtCf 44: 150902-03 COMPANY: PAINIEP VIEW worm CONTACT: 131LL C3ELKNAP CONTACT PHONE # : (253) 435-1996 SCALE: 1/ 4" - l'-0" DESIGNED PY: STEPHANIE EAI -EY CI.1CKE t313Y: KAREN PAPP 4. 1 00 s/, c �o/f 5Uf 1-Y; STATIC P5I: 70 PSI: 65 Ir511`?I TAI FLOW GPM: 300 25' a 1-1/ 2" AQUAPFX FOM TNS CPL TO 5,1 50' OF 1-1/ 2" POLY FROM TH WV - 5/ 4" McTP 25' OF 1" COM MOM THF 51MT WA (:pl. 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