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PP - 5044 S 109TH CT - LOT 1 - PERMITS AND PLANS
5044 S 109TH CT ASSOCIATED PERMITS 17-S-114 D15-0135 9W15-0011 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: jp g I 00 11/3 Site Address: 504/4" S ii e- T Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 1 G�-�/ k/A 7b/�/1A k'W /CA EA -`T kJE T 4 L[- C �" �" Mailing Address: y aQ'') Sr A/r 5T6 ` &/Ikto qi 37� City/ State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ph1 o a Pi SIDS 0 iJ Day Telephone: 5-3 - 770 - z I/0 0 Company Name: HOV/4/'C/./ ALCi'►-1b *'75 Z. 77A/ (1, Mailing Address: PO . 40X / 9 9-ySic i -r7,7 e;2 G(1/47 G II 9 O City State Zip E-mail Address: , �C' Mon/i?Citto/i,,,,ba c' i- -1 Fax Number: A/4 Contractor's City of Tukwila NICET III number: 5577- osvv A Business License number: d G(5 - O j 9 7156. Total number of new/relocated devices or sprinkler heads: ZC' Valuation of Project (contractor's bid price): $ 'S2/J7/ Til of Work (please provide detailed information): Y/C `/ �3/50tG'�% y /���✓A, e/ :Sy,,c4G4-7 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 P BUILDIN . O : 9 ' i TS' RIZE - NT: 19 Signa ure: Date: 0We�7 k0 7 Print Name: Ph --)46-°6-000 Day Telephone: eQs� - 770 - 2 0-0 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t'c- of S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L77'-/ Sprinklers: Fire Alarm: Type f Inspection: JN Monitor: Addre- : SO W Suite : S /09ill C _ Contact Person: Special Instructions: Phone No.: cApproved per applicable codes. Corrections required prior to approval. COMMENTS: corraat6NN- eowir 62-r jaASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 44Z. 1W53 Date: //cps Hrs.: f- 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:�� ( Sprinklers: -- c/a,44 Wk (4.;7)z A 4TZ ak-- Type of Inspection: �. S`/ � 1�+." Address:� / Suite #: 1 I S - /6 6.— Contact Person: Special Instructions: r /st 'h -re -rico -g-- £4i r- - b i Lb 1 M p ive-% `)-u Dc i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -- c/a,44 Wk (4.;7)z A 4TZ ak-- Hood & Duct: /7e--s l2 E7 77frn IYt__ O 0 cZL-- -)r- ,O S e c Pre -Fire: 10V-- f fire 7/J114. ; IJE- T %2-- L /via -v(-5- CB" i� Do.) Sal 0f^' f i -fu wS r /st 'h -re -rico -g-- £4i r- - b i Lb 1 M p ive-% `)-u Dc i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / /3 Il cx 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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lo T I 6k -fa c_evb-a? T�i771” / spot'ukt�' 51°ad Type of Inspection: 5,0>A/ k— Address #: �j , /,9fL.�: ContactPersoSuite Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6k -fa c_evb-a? T�i771” / spot'ukt�' 51°ad Fire Alarm: eL,pa„ a� Monitor: 3 vrier 7--.e sr ot SS i_e_e_i)ed /0 ,A1 /56%c.,_ ,p 2_ i y6i- /24- y d /ge ge-e e 2-Aa4)5 Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7- s--4._ Date: V-24l/q 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l r-- oaf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. jL44,64A4Type Sprinklers: offf Inspection: AP'A , Address: Suite #: 6—OW S . / 09 C f, Contact Person: Special Instructions: h./51.A1/ sof s (s. /69117 cr.- Phone No.: Approved per applicable codes. 4\ Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: A -b h./51.A1/ sof s (s. /69117 cr.- — .i/,c Aril — /Nsgl/ ii �,t 0.,, Scili S of 2 C ZO MsivlivIee" L'sd/i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:1c--3 Date: 27/3hp Hrs.: f 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 A-PEX Design Services Inc. sales©a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Drawing Location : 5044 S 109TH CT TUKWILA WA Remote Area Contract : 170614-03 Data File : 170614- <M Townhomes Lori wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 1 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 6-14-2017 System No. - Contract No. - 170614-09 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling (X)NFPA 13D Made by Date M Listed Flow at Start Point - 10 Gpm Listed Pres. at Start Point - 11.11Psi D MAXIMUM LISTED SPACING 14 x 14 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 124 G Note: N Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 20.0497 Summary C -Factor Used: Psi Required 42.89 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 58 R Residual (Psi) - 53 Flow (Gpm) - 300 S Elevation - 100 P P L Y Pump Data: Rated Cap. @ Psi Elev. Other Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N- 0 N N (D N N ors2 C O 3 U f6 0 a) 2 H U � C � U1 0 a) • 0) W o C = �Z a) a� 00 X I— W2 Y Q� City Water Supply: Demand: Cl - Static Pressure : 58 D1 - Elevation : 10.394 C2 - Residual Pressure: 53 D2 - System Flow : 20.05 C2 - Residual Flow : 300 D2 - System Pressure : 42.891 Hose ( Demand) D3 - System Demand : 20.05 Safety Margin : 15.076 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) N 0 . . m U N Cl V. 0 ............L.......L.......L.......L.......L... ...d.... .... t.... ....i.... ....i l"b L. L.. ...�. OC) COON O- O O 0 0) 00 d Ct W U) U) O.L... 0 O O 0 O 0 O N- CD L[) CO (V D C LU Fittings Used Summary A- A- 0 0 N_ A- A- CO M C0 N a) CJ)Y as co 0 0 N (NI 2 oa O U f U f6 Q) U C to 0 a) U_ Z W CU 2 CO 7) Cl)• 00 XF- W g c Q a) c E (1) mz a) C- ) `) Q U -Q .- M N r (0 T- 0 O r O <- 0 O l- a- rr 0) o oD co N- 0 r N 0 0 N 0 r N to CO N U) A- r N N 0 0 r r N N I- CO r a— a- N. A- a - N r CO rr r V rCO r Mr (0 r Cs! U) r N r V r N r CO Units Summary Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.966 20.05 42.891 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 124.0 H.9 124.0 T.31 124.0 T.30 124.0 T.37 116.0 H.7 116.0 T.32 116.0 H.3 116.0 T.29 116.0 T.27 108.0 T.28 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.22 124.0 T.43 124.0 T.41 116.0 H.20 116.0 T.39 116.0 T.36 116.0 T.33 116.0 T.34 108.0 H.2 108.0 H.25 124.0 H.24 124.0 T.44 124.0 T.45 116.0 H.23 116.0 T.42 116.0 T.40 108.0 H.18 108.0 H.17 108.0 H.11 108.0 T.35 108.0 H.1 108.0 T.26 108.0 H.21 124.0 H.16 124.0 H.14 124.0 T.38 124.0 H.8 124.0 3 3 11.11 11.49 11.73 11.88 16.2 16.4 16.49 16.72 16.76 21.04 21.47 23.75 31.19 39.91 42.89 11.22 11.44 15.93 15.97 16.5 16.56 16.73 20.74 21.16 11.57 11.76 11.88 15.93 16.03 16.21 20.7 20.77 20.82 20.9 20.94 21.01 21.03 11.88 11.88 11.88 11.88 11.88 10.0 10.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 H.12 H.19 H.13 H.5 H.10 124.0 116.0 116.0 116.0 116.0 108.0 11.88 16.2 16.21 16.53 16.74 20.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 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.15 6.68 0.862 0.0 13.000 11.110 to 150.0 0.0 0.0 0.0 H.9 6.68 0.0295 0.0 13.000 0.384 K Factor = 3.00 Vel = 3.67 H.9 0.0 0.862 0.0 8.000 11.494 to 150.0 0.0 0.0 0.0 T.31 6.68 0.0295 0.0 8.000 0.236 Vel = 3.67 T.31 0.0 0.862 0.0 5.000 11.730 to 150.0 0.0 0.0 0.0 T.30 6.68 0.0294 0.0 5.000 0.147 Vel = 3.67 T.30 0.16 0.862 2T 15.057 22.000 11.877 to 150.0 0.0 5.808 3.465 T.37 6.84 0.0307 0.0 27.808 0.855 Vel = 3.76 T.37 -1.06 0.862 0.0 9.000 16.197 to 150.0 0.0 0.0 0.0 H.7 5.78 0.0226 0.0 9.000 0.203 Vel = 3.18 H.7 0.0 0.862 0.0 4.000 16.400 to 150.0 0.0 0.0 0.0 T.32 5.78 0.0225 0.0 4.000 0.090 Vel = 3.18 T.32 0.0 0.862 0.0 10.000 16.490 to 150.0 0.0 0.0 0.0 H.3 5.78 0.0225 0.0 10.000 0.225 Vel = 3.18 H.3 0.0 0.862 0.0 2.000 16.715 to 150.0 0.0 0.0 0.0 T.29 5.78 0.0225 0.0 2.000 0.045 Vel = 3.18 T.29 2.02 0.862 2T 15.057 15.000 16.760 to 150.0 0.0 5.808 3.465 T.27 7.8 0.0392 0.0 20.808 0.816 Vel = 4.29 T.27 3.12 0.862 T 7.528 3.000 21.041 to 150.0 0.0 2.904 0.0 T.28 10.92 0.0732 0.0 5.904 0.432 Vel = 6.00 T.28 9.13 1.244 T 3.443 11.000 21.473 to 150.0 0.0 3.443 1.732 S.1 20.05 0.0377 0.0 14.443 0.545 Vel = 5.29 S.1 0.0 1.244 2E 3.443 15.000 23.750 to 150.0 C 0.43 3.873 6.732 CPL 20.05 0.0377 0.0 18.873 0.712 * * Fixed Loss = 5 Vel = 5.29 CPL 0.0 1.049 2E 6.044 60.000 31.194 to 150.0 0.0 6.044 3.000 MTR 20.05 0.0865 0.0 66.044 5.714 * * Fixed Loss = 3 Vel = 7.44 MTR 0.0 1.025 E 2.7 20.000 39.908 to 150.0 T 6.75 10.800 0.0 STR 20.05 0.0969 G 1.35 30.800 2.983 Vel = 7.80 0.0 20.05 42.891 K Factor = 3.06 H.15 3.32 0.862 0.0 14.000 11.110 to 150.0 0.0 0.0 0.0 H.22 3.32 0.0081 0.0 14.000 0.113 Vel = 1.83 H.22 10.04 0.862 0.0 2.000 11.223 to 150.0 0.0 0.0 0.0 T.43 13.36 0.1060 0.0 2.000 0.212 K Factor = 3.00 Vel = 7.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 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.43 -4.95 0.862 2T 15.057 17.000 11.435 to 150.0 0.0 5.808 3.465 T.41 8.41 0.0452 0.0 22.808 1.030 Vel = 4.62 T.41 -0.11 0.862 0.0 1.000 15.930 to 150.0 0.0 0.0 0.0 H.20 8.3 0.0440 0.0 1.000 0.044 Vel = 4.56 H.20 0.0 0.862 0.0 12.000 15.974 to 150.0 0.0 0.0 0.0 T.39 8.3 0.0441 0.0 12.000 0.529 Vel = 4.56 T.39 -2.04 0.862 0.0 2.000 16.503 to 150.0 0.0 0.0 0.0 T.36 6.26 0.0260 0.0 2.000 0.052 Vel = 3.44 T.36 2.04 0.862 0.0 4.000 16.555 to 150.0 0.0 0.0 0.0 T.33 8.3 0.0440 0.0 4.000 0.176 Vel = 4.56 T.33 -2.01 0.862 2T 15.057 15.000 16.731 to 150.0 0.0 5.808 3.465 T.34 6.29 0.0263 0.0 20.808 0.548 Vel = 3.46 T.34 2.84 0.862 0.0 8.000 20.744 to 150.0 0.0 0.0 0.0 H.2 9.13 0.0525 0.0 8.000 0.420 Vel = 5.02 H.2 0.0 0.862 T 7.528 3.000 21.164 to 150.0 0.0 2.904 0.0 T.28 9.13 0.0523 0.0 5.904 0.309 Vel = 5.02 0.0 9.13 21.473 K Factor = 1.97 T.43 4.95 0.862 0.0 8.000 11.435 to 150.0 0.0 0.0 0.0 H.25 4.95 0.0170 0.0 8.000 0.136 Vel = 2.72 H.25 0.0 0.862 0.0 11.000 11.571 to 150.0 0.0 0.0 0.0 H.24 4.95 0.0169 0.0 11.000 0.186 Vel = 2.72 H.24 0.0 0.862 0.0 7.000 11.757 to 150.0 0.0 0.0 0.0 T.44 4.95 0.0170 0.0 7.000 0.119 Vel = 2.72 T.44 -0.15 0.862 2T 15.057 31.000 11.876 to 150.0 0.0 5.808 3.465 T.45 4.8 0.0160 0.0 36.808 0.589 Vel = 2.64 T.45 0.11 0.862 0.0 6.000 15.930 to 150.0 0.0 0.0 0.0 H.23 4.91 0.0167 0.0 6.000 0.100 Vel = 2.70 H.23 0.0 0.862 0.0 11.000 16.030 to 150.0 0.0 0.0 0.0 T.42 4.91 0.0166 0.0 11.000 0.183 Vel = 2.70 T.42 1.06 0.862 2T 15.057 37.000 16.213 to 150.0 0.0 5.808 3.465 T.40 5.97 0.0239 0.0 42.808 1.023 Vel = 3.28 T.40 -2.84 0.862 0.0 9.000 20.701 to 150.0 0.0 0.0 0.0 H.18 3.13 0.0072 0.0 9.000 0.065 Vel = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 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.18 0.0 0.862 0.0 8.000 20.766 to 150.0 0.0 0.0 0.0 H.17 3.13 0.0072 0.0 8.000 0.058 Vel = 1.72 H.17 0.0 0.862 0.0 11.000 20.824 to 150.0 0.0 0.0 0.0 H.11 3.13 0.0073 0.0 11.000 0.080 Vel = 1.72 H.11 0.0 0.862 0.0 5.000 20.904 to 150.0 0.0 0.0 0.0 T.35 3.13 0.0072 0.0 5.000 0.036 Vel = 1.72 T.35 0.0 0.862 0.0 10.000 20.940 to 150.0 0.0 0.0 0.0 H.1 3.13 0.0072 0.0 10.000 0.072 Vel = 1.72 H.1 0.0 0.862 0.0 2.000 21.012 to 150.0 0.0 0.0 0.0 T.26 3.13 0.0075 0.0 2.000 0.015 Vel = 1.72 T.26 0.0 0.862 0.0 2.000 21.027 to 150.0 0.0 0.0 0.0 T.27 3.13 0.0070 0.0 2.000 0.014 Vel = 1.72 0.0 3.13 21.041 K Factor = 0.68 T.44 0.15 0.862 0.0 2.000 11.876 to 150.0 0.0 0.0 0.0 H.21 0.15 0.0 0.0 2.000 0.0 Vel = 0.08 H.21 0.0 0.862 0.0 11.000 11.876 to 150.0 0.0 0.0 0.0 H.16 0.15 0.0 0.0 11.000 0.0 Vel = 0.08 H.16 0.0 0.862 0.0 6.000 11.876 to 150.0 0.0 0.0 0.0 H.14 0.15 0.0 0.0 6.000 0.0 Vel = 0.08 H.14 0.0 0.862 0.0 5.000 11.876 to 150.0 0.0 0.0 0.0 T.38 0.15 0.0002 0.0 5.000 0.001 Vel = 0.08 T.38 0.0 0.862 0.0 3.000 11.877 to 150.0 0.0 0.0 0.0 H.8 0.15 0.0 0.0 3.000 0.0 Vel = 0.08 H.8 0.0 0.862 0.0 10.000 11.877 to 150.0 0.0 0.0 0.0 H.4 0.15 0.0 0.0 10.000 0.0 Vel = 0.08 H.4 0.0 0.862 0.0 3.000 11.877 to 150.0 0.0 0.0 0.0 T.30 0.15 0.0 0.0 3.000 0.0 Vel = 0.08 0.0 0.15 11.877 K Factor = 0.04 T.41 0.11 0.862 0.0 19.000 15.930 to 150.0 0.0 0.0 0.0 T.45 0.11 0.0 0.0 19.000 0.0 Vel = 0.06 0.0 0.11 15.930 K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 JKM TOWNHOMES LOT 1 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 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.37 1.06 0.862 0.0 1.000 16.197 to 150.0 0.0 0.0 0.0 H.12 1.06 0.0010 0.0 1.000 0.001 Vel = 0.58 H.12 0.0 0.862 0.0 15.000 16.198 to 150.0 0.0 0.0 0.0 H.19 1.06 0.0009 0.0 15.000 0.014 Vel = 0.58 H.19 0.0 0.862 0.0 1.000 16.212 to 150.0 0.0 0.0 0.0 T.42 1.06 0.0010 0.0 1.000 0.001 Vel = 0.58 0.0 1.06 16.213 K Factor = 0.26 T.39 2.05 0.862 T 7.528 5.000 16.503 to 150.0 0.0 2.904 0.0 H.13 2.05 0.0033 0.0 7.904 0.026 Vel = 1.13 H.13 0.0 0.862 T 7.528 5.000 16.529 to 150.0 0.0 2.904 0.0 T.36 2.05 0.0033 0.0 7.904 0.026 Vel = 1.13 0.0 2.05 16.555 K Factor = 0.50 T.33 2.02 0.862 0.0 2.000 16.731 to 150.0 0.0 0.0 0.0 H.5 2.02 0.0035 0.0 2.000 0.007 Vel = 1.11 H.5 0.0 0.862 0.0 7.000 16.738 to 150.0 0.0 0.0 0.0 T.29 2.02 0.0031 0.0 7.000 0.022 Vel = 1.11 0.0 2.02 16.760 K Factor = 0.49 T.40 2.84 0.862 0.0 4.000 20.701 to 150.0 0.0 0.0 0.0 H.10 2.84 0.0062 0.0 4.000 0.025 Vel = 1.56 H.10 0.0 0.862 0.0 3.000 20.726 to 150.0 0.0 0.0 0.0 T.34 2.84 0.0060 0.0 3.000 0.018 Vel = 1.56 0.0 2.84 20.744 K Factor = 0.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , i _______,, ,.- '.N DESIG SER A-PEX Design Services Inc. sales@a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Drawing Location : 5044 S 109TH CT TUKWILA WA Remote Area Contract : 170614-0; Data File : 170614-03 KM Townhomes Lot i vxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 1 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-09 Drawing No. - ( ) Non -Combustible Ceiling Height 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 Listed Pres. at Start Point D MAXIMUM LISTED SPACING E Domestic Flow Added S I G N - 12.03Psi 18 x 18 - 0 Additional Flow Added - Elevation at Highest Outlet Note: Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 - 124 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 40.75 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 58 R Residual (Psi) - 53 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ti N a) CCas a0 N -0 N Ca 3 u) Oi-0a) C U. CL c co Ea EaC a) co Vn>W (n (n U) I I N 1412 cNN OM N cuDOOIOU) E a) 0 N C., c) N 0 0 0 0 0 0 0 U ) V' M N ." 0 0 0 0 CD0 0 0 0 0 0 a Q W v) (n D Q W O 0 O U) M 0 0 N O 1.0 0 O 0 U) Fittings Used Summary e- eM CON e- e- e- 0. --o e -U) ,- e-0 • It CO CO U) e- e- C h h h 0 t- N CO CO N 0 e- N U) U) CO U) a- e-e.M et O e- e- M d) N U) e- e- N N O 0 e- e- N N h e- C e- e - a- U) r a- 0 a- OO O1 C O. O> N UW>F•"' •2 2 o�C9w 2 L 3 (eco y� c co)) C)) Units Summary s U C - C y a) a) Cr Q N 1- C o Q- N Cu 4g cLLDa. w y C U) C -)Cy1.25te E Alcoa)3 ria` Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Page 4 Date 6/14/2017 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.975 17.0 40.753 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 124.0 T.31 124.0 T.30 124.0 T.37 116.0 H.7 116.0 T.32 116.0 H.3 116.0 T.29 116.0 T.27 108.0 T.28 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.15 124.0 H.22 124.0 T.43 124.0 T.41 116.0 H.20 116.0 T.39 116.0 T.36 116.0 T.33 116.0 T.34 108.0 H.2 108.0 H.4 124.0 H.8 124.0 T.38 124.0 H.14 124.0 H.16 124.0 H.21 124.0 T.44 124.0 T.45 116.0 H.23 116.0 T.42 116.0 T.40 108.0 H.18 108.0 H.17 108.0 H.11 108.0 T.35 108.0 H.1 108.0 T.26 108.0 H.25 124.0 4.9 12.03 17.0 12.5 12.8 17.12 17.28 17.36 17.54 17.57 21.64 21.96 24.09 31.35 38.56 40.75 12.47 12.95 13.02 17.02 17.05 17.4 17.44 17.56 21.42 21.73 12.82 12.89 12.91 12.94 12.98 13.05 13.06 17.01 17.06 17.15 21.39 21.44 21.48 21.54 21.56 21.62 21.63 13.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.24 H.12 H.19 H.13 H.5 H.10 124.0 116.0 116.0 116.0 116.0 108.0 13.05 17.12 17.15 17.42 17.56 21.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Page 6 Date 6/14/2017 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 9.76 0.862 0.0 8.000 12.030 to 150.0 0.0 0.0 0.0 T.31 9.76 0.0594 0.0 8.000 0.475 T.31 0.0 0.862 0.0 5.000 12.505 to 150.0 0.0 0.0 0.0 T.30 9.76 0.0594 0.0 5.000 0.297 T.30 -2.95 0.862 2T 15.057 22.000 12.802 to 150.0 0.0 5.808 3.465 T.37 6.81 0.0306 0.0 27.808 0.850 T.37 -1.65 0.862 0.0 9.000 17.117 to 150.0 0.0 0.0 0.0 H.7 5.16 0.0182 0.0 9.000 0.164 H.7 0.0 0.862 0.0 4.000 17.281 to 150.0 0.0 0.0 0.0 T.32 5.16 0.0185 0.0 4.000 0.074 T.32 0.0 0.862 0.0 10.000 17.355 to 150.0 0.0 0.0 0.0 H.3 5.16 0.0183 0.0 10.000 0.183 H.3 0.0 0.862 0.0 2.000 17.538 to 150.0 0.0 0.0 0.0 T.29 5.16 0.0180 0.0 2.000 0.036 T.29 1.44 0.862 2T 15.057 15.000 17.574 to 150.0 0.0 5.808 3.465 T.27 6.6 0.0288 0.0 20.808 0.600 T.27 2.66 0.862 T 7.528 3.000 21.639 to 150.0 0.0 2.904 0.0 T.28 9.26 0.0540 0.0 5.904 0.319 T.28 7.74 1.244 T 3.443 11.000 21.958 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 14.443 0.401 S.1 0.0 1.244 2E 3.443 15.000 24.091 to 150.0 C 0.43 3.873 6.732 CPL 17.0 0.0278 0.0 18.873 0.525 CPL 0.0 1.049 2E 6.044 60.000 31.348 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 66.044 4.208 MTR 0.0 1.025 E 2.7 20.000 38.556 to 150.0 T 6.75 10.800 0.0 STR 17.0 0.0713 G 1.35 30.800 2.197 0.0 17.00 40.753 H.9 7.24 0.862 0.0 13.000 12.030 to 150.0 0.0 0.0 0.0 H.15 7.24 0.0342 0.0 13.000 0.444 K Factor = 4.90 Vel = 5.37 Vel = 5.37 Vel = 3.74 Vel = 2.84 Vel = 2.84 Vel = 2.84 Vel = 2.84 Vel = 3.63 Vel = 5.09 Vel = 4.49 * * Fixed Loss = 5 Vel = 4.49 * * Fixed Loss = 3 Vel = 6.31 Vel = 6.61 H.15 0.0 0.862 0.0 14.000 12.474 to 150.0 0.0 0.0 0.0 H.22 7.24 0.0342 0.0 14.000 0.479 H.22 0.0 0.862 0.0 2.000 12.953 to 150.0 0.0 0.0 0.0 T.43 7.24 0.0340 0.0 2.000 0.068 K Factor = 2.66 Vel = 3.98 Vel = 3.98 Vel = 3.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Date 6/14/2017 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.43 to T.41 -1.36 5.88 0.862 150.0 0.0233 2T 15.057 0.0 0.0 17.000 5.808 22.808 13.021 3.465 0.531 Vel = 3.23 T.41 to H.20 0.84 6.72 0.862 150.0 0.0300 0.0 0.0 0.0 1.000 0.0 1.000 17.017 0.0 0.030 Vel = 3.69 H.20 to T.39 0.0 6.72 0.862 150.0 0.0298 0.0 0.0 0.0 12.000 0.0 12.000 17.047 0.0 0.357 Vel = 3.69 T.39 to T.36 -1.66 5.06 0.862 150.0 0.0180 0.0 0.0 0.0 2.000 0.0 2.000 17.404 0.0 0.036 Vel = 2.78 T.36 to T.33 1.66 6.72 0.862 150.0 0.0298 0.0 0.0 0.0 4.000 0.0 4.000 17.440 0.0 0.119 Vel = 3.69 T.33 to T.34 -1.44 5.28 0.862 150.0 0.0190 2T 15.057 0.0 0.0 15.000 5.808 20.808 17.559 3.465 0.396 Vel = 2.90 T.34 to H.2 2.46 7.74 0.862 150.0 0.0388 0.0 0.0 0.0 8.000 0.0 8.000 21.420 0.0 0.310 Vel = 4.26 H.2 to T.28 T.30 to H.4 0.0 7.74 0.0 7.74 2.94 2.94 0.862 150.0 0.0386 T 7.528 3.000 21.730 0.0 2.904 0.0 0.0 5.904 0.228 Vel = 4.26 21.958 K Factor = 1.65 0.862 150.0 0.0067 0.0 0.0 0.0 3.000 0.0 3.000 12.802 0.0 0.020 Vel = 1.62 H.4 to H.8 0.0 2.94 0.862 150.0 0.0064 0.0 0.0 0.0 10.000 0.0 10.000 12.822 0.0 0.064 Vel = 1.62 H.8 to T.38 0.0 2.94 0.862 150.0 0.0067 0.0 0.0 0.0 3.000 0.0 3.000 12.886 0.0 0.020 Vel = 1.62 T.38 to H.14 0.0 2.94 0.862 150.0 0.0064 0.0 0.0 0.0 5.000 0.0 5.000 12.906 0.0 0.032 Vel = 1.62 H.14 to H.16 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 6.000 0.0 6.000 12.938 0.0 0.039 Vel = 1.62 H.16 to H.21 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 11.000 0.0 11.000 12.977 0.0 0.071 Vel = 1.62 H.21 to T.44 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 2.000 0.0 2.000 13.048 0.0 0.013 Vel = 1.62 T.44 to T.45 1.36 4.3 0.862 150.0 0.0130 2T 15.057 0.0 0.0 31.000 5.808 36.808 13.061 3.465 0.480 Vel = 2.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Date 6/14/2017 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.45 -0.84 0.862 0.0 6.000 17.006 to 150.0 0.0 0.0 0.0 H.23 3.46 0.0087 0.0 6.000 0.052 H.23 0.0 0.862 0.0 11.000 17.058 to 150.0 0.0 0.0 0.0 T.42 3.46 0.0087 0.0 11.000 0.096 Vel = 1.90 Vel = 1.90 T.42 1.65 0.862 2T 15.057 37.000 17.154 to 150.0 0.0 5.808 3.465 T.40 5.11 0.0180 0.0 42.808 0.769 T.40 -2.45 0.862 0.0 9.000 21.388 to 150.0 0.0 0.0 0.0 H.18 2.66 0.0053 0.0 9.000 0.048 H.18 0.0 0.862 0.0 8.000 21.436 to 150.0 0.0 0.0 0.0 H.17 2.66 0.0054 0.0 8.000 0.043 H.17 0.0 0.862 0.0 11.000 21.479 to 150.0 0.0 0.0 0.0 H.11 2.66 0.0054 0.0 11.000 0.059 H.11 0.0 0.862 0.0 5.000 21.538 to 150.0 0.0 0.0 0.0 T.35 2.66 0.0052 0.0 5.000 0.026 T.35 0.0 0.862 0.0 10.000 21.564 to 150.0 0.0 0.0 0.0 H.1 2.66 0.0054 0.0 10.000 0.054 H.1 0.0 0.862 0.0 2.000 21.618 to 150.0 0.0 0.0 0.0 T.26 2.66 0.0055 0.0 2.000 0.011 T.26 0.0 0.862 0.0 2.000 21.629 to 150.0 0.0 0.0 0.0 T.27 2.66 0.0050 0.0 2.000 0.010 0.0 2.66 21.639 T.43 1.35 0.862 0.0 8.000 13.021 to 150.0 0.0 0.0 0.0 H.25 1.35 0.0015 0.0 8.000 0.012 Vel = 2.81 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 H.25 0.0 0.862 0.0 11.000 13.033 to 150.0 0.0 0.0 0.0 H.24 1.35 0.0015 0.0 11.000 0.017 H.24 0.0 0.862 0.0 7.000 13.050 to 150.0 0.0 0.0 0.0 T.44 1.35 0.0016 0.0 7.000 0.011 0.0 1.35 K Factor = 0.57 Vel = 0.74 Vel = 0.74 Vel = 0.74 13.061 K Factor = 0.37 T.45 0.83 0.862 0.0 19.000 17.006 to 150.0 0.0 0.0 0.0 T.41 0.83 0.0006 0.0 19.000 0.011 0.0 0.83 Vel = 0.46 17.017 K Factor = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 1 - One Head Calculation (H.9) Page 9 Date 6/14/2017 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.37 1.65 0.862 0.0 1.000 17.117 to 150.0 0.0 0.0 0.0 H.12 1.65 0.0020 0.0 1.000 0.002 Vel = 0.91 H.12 0.0 0.862 0.0 15.000 17.119 to 150.0 0.0 0.0 0.0 H.19 1.65 0.0022 0.0 15.000 0.033 Vel = 0.91 H.19 0.0 0.862 0.0 1.000 17.152 to 150.0 0.0 0.0 0.0 T.42 1.65 0.0020 0.0 1.000 0.002 Vel = 0.91 0.0 1.65 17.154 K Factor = 0.40 T.39 1.66 0.862 T 7.528 5.000 17.404 to 150.0 0.0 2.904 0.0 H.13 1.66 0.0023 0.0 7.904 0.018 Vel = 0.91 H.13 0.0 0.862 T 7.528 5.000 17.422 to 150.0 0.0 2.904 0.0 T.36 1.66 0.0023 0.0 7.904 0.018 Vel = 0.91 0.0 1.66 17.440 K Factor = 0.40 T.33 1.44 0.862 0.0 2.000 17.559 to 150.0 0.0 0.0 0.0 H.5 1.44 0.0015 0.0 2.000 0.003 Vel = 0.79 H.5 0.0 0.862 0.0 7.000 17.562 to 150.0 0.0 0.0 0.0 T.29 1.44 0.0017 0.0 7.000 0.012 Vel = 0.79 0.0 1.44 17.574 K Factor = 0.34 T.40 2.46 0.862 0.0 4.000 21.388 to 150.0 0.0 0.0 0.0 H.10 2.46 0.0045 0.0 4.000 0.018 Vel = 1.35 H.10 0.0 0.862 0.0 3.000 21.406 to 150.0 0.0 0.0 0.0 T.34 2.46 0.0047 0.0 3.000 0.014 Vel = 1.35 0.0 2.46 21.420 K Factor = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: 5TA11C P51: 58 1?5112UAL P51: 53 PLOW GPM: 300 I 1 15' OF I-1/ 2" AQUAP X MOM TNF CPL TO 5.1 60' OP I" POLY FPOM Ti -P MN1 P— I" MPTPP 1 1 20' OP I" COPPP FPOM TNF 511 1 CPL WA -':P n1AI1, N.T.S. H Al2 2 HAI2 M05T HYtPAL HFA2 # H,9 HIS & H,22 ICALLY r\war HFA125 GPM PP55UPF I Q' n Ar STMT 17 4075 20 42,89 0 0 0 LLI� 7 1st Floor 8 2nd Floor 10 third 25 TOTAL C49-16 LLQ:/C50- 9- G 8 2 1 L-IA13L: Model LL-I?PC49p'C49 Concealed Pendent Sprinkler 49, 1551' ° , 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler heao demand: 13 qpm @ 7,04 P LIAL; Mocel LL-PPC30PPC50 Concealed Pendent Sprinkler K-3, 155P°, 3/ 8" Orifice, Maximum 5pacinq I'41 -'x14' Sprinkler head oemand: 10 qpm @ 1 I ,I P L-IA13L� Motel LL-PPC49PPC49 Concealed Pendent Sprinkler 155P°, 5/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler heat demand: 17 qpm @ 12,03 NFPA 12 TAl3LF 13151ANa5 FpOM 1-EA1- 50URa5 NFAT 50UCF 01:17INAEY NP INTERMEPIAM SNP 51LOF FIf;FPLACF 36" 12" FpONT OF FII?FPLACF 60" 36" W001213UpNING 5TOVF 42" 12" KITCHFN pANGF 18" 9" WALL OVN 18" 9" HOf Alf; FLUF5 18" 9" UNINSULA11;12 NFAT t7UCT5 18" 9" UNINSULAT P NOT WAThp PIPF5 12" 6" 51M OF Hor ATI; I2IFFU5Fp 24" 12" FpONT OF HOf AIP I21FFU5Ep 36" 18" HOT WAV HFA11ip 6" 3" FUrNACF 6" 3" OW -250W LIGHT FIXTUM 6" 3" 250W -499W LIGHT FIXTUM 12" 6" NFPA 13b CLOSET SPI?INKL�p I?QUIMMN1'S NT5 8.6.3 SPrINKLp5 SHALL NOT M MC/LI Flt IN CLOTHF5 CL05T5, LINN CLOSTS, ANb PANTRE5 THAT MT- ALL OF TI -F FOLLOWING CON121110N5: (I) 11-F AMA OF 11WF 5PACF t2OF5 NOT FXCFF17 24 FP (2.2 MZ) (2) 11-e LFA5T nIMFN5ION 120F5 NOT FXCFFI2 3 FT (0,9 M) , (3) 11-F WALLS ANP CFILING5 AP,F SUpFAC V WITH NONCOMPU511C3LF OF LIMI1 W-COMI3U51113LF MA1M5 AS I2FFI102 IN NFPA 220, 5TANI7A1?t2 ON 111'F5 OF PULPING CON511?UC11ON, 41-1" CLO 12,6 50, FT 91 - CLO 25,8 50, FT 4 t CLO 1250,FT 519PINKLFP I QUII:FP 5I I INKLFP I;FQUICRI2 5PPINKLFp N01 C;FQUIPFI7 MULTI-FURPO5FLOW SWITCH I \51A.LA110\ N,T,S, 611 AIN TO O\ A2X,S55 5I9 OF 3�I.00A IL2I \G PFLIAI3LF ANI2 SFNJU CONCALN2 SPPINKLFP INSTALLA11ON GUIP FOP 2" 5HNT POCK P LIAI3LF MOI2FL5 • PFC-30 LL • I?FC-49 LL SFNJU SPINKLFP M017FL • PC pF5 bottom of cover plate cup q" above bottom of Joist bottom of cover plate cup 4" below bottom of Joist CONCALFI2 AIA°TFP FITTING MOUNTING IFTAIL N,T5, PROPFX FF it E MINIMUM CUT' LENGTH OF PIPE 3-1/ 2", MAXIMUM CUT LENGTH OF PIPE 12", P<?oPEX FIS 5PINKI FF A17APT1^ty FIFLn UFt;IFY FINISHF12 CFILING MAThPIAL TO l2FThpMINF MOUNTING I-Ea"PIMFNSION 1115 5UGGF5t19 LAYOUT 15 I3A5F2 UPON INFOPMA11ON PPOVInN 213Y OTNFPS CHANGFS IN CON5TPLUC11ON OP FIFL19 CONII11ON5 MAY OCCUP WHICH MAY PPQUIPN CHANC S TO 11-E LAYOUT, IT 15 TNF PFSPON5113ILITY OF 11-N INSTALLNP TO NOTIFY APFX I2 5IGN SFPVICFS OF SUCH CHANGF5, I\ P\a CO\ \,.SCflON5 NO'� H/ 21 1 AQUMX Fk'OM 5,11-0 MAN. 5fl I \ K1 1 LOOP , 5-I PLOW 5w -rod tI5p A55. M%Y COL.OP/ L.IN11/Pt L c Nt2 13LUF LINFS FFF2 TO PIXTLPF5 ( PATH, 5-OWFP, I3LACK I,INFS- SPPINKLFP HAl2 TO 5PPINKLNP NNAn. i - I/ 2" PIPF SIZF I" PIPN SIZP 1 = 1 I/ 2" FIPF 5IZ G� \ PAI- \O 5 IF A PP& 15 %ING IN51A.LW,1\0 MOPS -A\ Aft 8 P51 PP55UPbPOP A1' 26 GPM I5. PEQUIPn, A I" APOLLO OP 36H- PPV 15 ICOMMNE2WI 51°0NK1%1 5Y5M5161\12 1'01"- 2013 \FPA Iib 51ANPAPb 10'-0" CLG TUKWILA FIRE DEPARTMENT Pease call 206-575-4407 and give f is Fire Permit No. S-11"1 and exact add+s for shut- down or restoration approval. 5/0x8/0 SG Sc N,4 I1 V I j 31-1 -50:1 L -U C�0-I LLPPC49-16 vT©5 05E/ 42" RAI "X" . GLUE, AND N©4' EIASVYPE .INGS. N,20 5L0PE GAF AGE 5L45 TOWARDS ti F.1-IICLE ©R T FIREPLACE /ENT TI-1R©UG1-I RC' 2F i -'IbV I .. OUTSIpE 41R IlkirC50-I4 00R 48" WI Ae0vE MIN 12" IN TV ALCc aEPLACE UJ,' E TV 51-IELF ANTE 8/0x1/ .H. ©0©R 4/0x2/0 r 4/0x4/h xo molded 8/0x2/0 rx 6/0x4/Co xoxc-' WATER PECI<I SLOPE,, TO L 1/4" / FVMIN SII SPPII\KI.NP 1073147th PI W Mukllteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 NMAIL; sales@a-pexdesicnservices com 5A1.5 PFP: , I4 d,0 rcg1L;u .,�i Flow( L,„ (.1 -,4-D +04. yr_v:irc PF51I2 N11AL TIM PP01-C1ION 5Y5TM TL 13 TYP: 1/ 2" TO 1-1/ 2" AQUAPFX SPPINKLFP INFOPMA11ON it OF Any THIS 5HFNT - 25 # OF HFAP5 THIS J013 - 25 58 O Without Comment As Noted in Red O Per The Attached Letter Th se ,lans have been reviewed by The Tukwila Fire Preen ion Bureau for conformance with current City stEnda ds. Acceptance is subject to errors and oa ssirns which do not authorize violations of adopted ,s --oda ds and ordinances. The responsibility for the ad qurcy of design resin totally with the designer. Ad liti( is, deletions o; rravisions to these drawings after thi da e will void this ,_acceptance and will require a re�br Ictal of revised drawing.; for subsequent approval. Fir -3l a,:ceptance is subject to field test and Inspection by Titi Tt4wila Fire Prevention Bureau. Daze: -)">' 17 By: PAID JUi14 20 MMA' TUKWILA FIRE 4t2 Ai Cs 2 3 4 V 0 PPFLIM, & CON5T, 6-14-2017 PNV150N/ 15511 I2At r PPOJFCT 4*; 170614-03 COMPANY: MONAPCH PLUMPING CONTACT: PHIL JACOI350N CONTACT PHONF #: ( 253) 770-2400 5CALN: 1/ 4" - l'-0" t7 51GNFn DY: KAPFN 13AI3I3 CHNCKI2 IN: NOAH FAKMAN C 00 J