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HomeMy WebLinkAboutPP - 12206 49TH AVE S - DOAK HOMES LOT 1 - PERMITS AND PLANS12206 49TH AVE S ASSOCIATED PERMITS 19-5-142 157 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must he complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: / 2. Z 0 6 'Y ?%''/f-ac Suite Number: '6— Floor: New Tenant? ❑ - Yes ❑ - No Tenant Name: iv/it Property Owner's Name: -b/1-71/27 / °(F // /4 Mailing Address: / l(/ Z - 6 7f41 !/ e 5;- to 4 FeV/V,‘ City State Zip CONTACT PERSON -if ththere are questions about the submittal. Name: o.0 /` fAk f �r Company Name: /©A% H0mef /A9 c Mailing Address: Day Telephone: 2.9‘.- 372- 222-d 212 A 5'6. 6 5"F7 t'€ t 4 , PA G0/9. 7 f'/W CityState Zip E-mail Address: ,n,¢ i_ %or6lPf /M r (y11 Fax Number: ll%/41- Contractor's City of Tukwila,Bus _ c / oo G' 91 NICET III number: Business License number: ORk /Lt 0 92 NZ Total number of new/relocated devices or sprinkler heads: a ze A ed -a05 S Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): N P& %7' 091 Coy)57-/zu- Tl "i 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 N 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 0 UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHI ®ON, AND I AM AUTHORIZED TO APPLY C. FOR THIS PERMIT. � s iUi1 13 2019 Signature: £ , TUKWILA FIRE Date: t> N /5_1 Print Name: A/f, / DeAk fr- Day Telephone: 2 04. - 372 - 2L'get CA BUILDING ONER OR AUTHORIZED AGENT: oi Plan Permit App.doc 8/22/14 TFD FP Form 8 • WASHINGTON STATE CERTIFICATE OF COMPETENCY • FIRE PROTECTION SPRINKLER SYSTEMS • Philp M. Jacobson • ▪ 5517-0501M Level 1 • Monarch Plumbing • ▪ • /A • ; �* ^*r' �f oat. • •■.e.. • ..■.......s. • • A-PEX Design Services Inc. sales©a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name Drawing Location Remote Area Contract Data File : DOAK HOMES LOT 1 - One Head Calculation (H.24) : RESIDENTIAL : S 122ND ST&49THAVES TUKWILAWA :1 : 190605-02 : 190605-02 Doak Homes Lot 1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S '"'c1 gbh 095zi, A-PEX Design Services Inc. Page 1 DOAK HOMES LOT 1 - One Head Calculation (H.24) Date 6/5/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - DOAK HOMES LOT 1 Location - TUKWILA WA Building - RESIDENTIAL System No. - 1 Contractor - MONARCH PLUMBING Contract No. - 190605-02 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 6-5-2019 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 - 20 Gpm 7 Psi Listed Pres. at Start Point - 16 D MAXIMUM LISTED SPACING 20 E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet - 108 G Note: N x 20 - 0 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 20 Summary C -Factor Used: Psi Required 70.14 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 100 R Residual (Psi) - 95 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 0 0 N Nco a)..- 6 co a0 N c O wt6 a 0 co 0 co N 1 N C cO N) ' 0 v - O Q)J CO cn c W 2 0_ Y 0_O Qa to et eh er mor' M N I''' N N co 0 O O N N N CI r 0 N 0 G .....................................el.......I . eal LO 'Cr M 0 0 0f 63 0 0OO L) Nt M N a X W Cr) cn n t w o 0 LO v 0 0 Tr 0 Ln CO 0 in N 0 0 N 0 1.0 0 0 T." O in Fittings Used Summary 0 m 0 m 0 m a) 2 a) c c0 N C Com) — O �N J O co cw g a_ aO as v N N 0 CO N O O co O N M N • O <- N- O O O .- O e - u).- a o0 III 0.- ntD)00 0 • v m 0 0 0 O —MI-t-00 n O • N (0 CD 0 0 N 0 •-NCC) ICI 00 't O — N.- M M O O N O • •- N N 0 0 O O r---NNOO rOa-N-00 O ✓ CD CD N I-Qr r00 O t.. <- O a- y- y- N -R'11.CO�N a- M.— CD 0) • N N '-N'-MN<- .0 U W C7 1- 5 5 Units Summary C_ y � m L. 0 a cq N L c 0 0- 0 To -0oco 0 y0 = LL D co co cw c -D 'c (n a) = c E b�LLQ. Flow Summary - NFPA 2007 A-PEX Design Services Inc. DOAK HOMES LOT 1 - One Head Calculation (H.24) Page 4 Date 6/5/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.967 20.02 70.144 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.24 108.0 T.34 108.0 T.35 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.11 108.0 T.30 108.0 H.10 108.0 T.33 108.0 T.37 108.0 T.38 116.0 H.22 116.0 H.21 116.0 H.20 116.0 T.36 116.0 H.19 108.0 H.14 108.0 H.1 108.0 T.25 108.0 T.26 116.0 H.8 116.0 H.7 116.0 H.9 116.0 T.32 116.0 H.18 116.0 H.23 116.0 H.16 116.0 H.13 116.0 H.12 116.0 T.28 116.0 T.29 108.0 H.15 108.0 H.2 108.0 H.3 108.0 H.4 108.0 H.5 116.0 H.6 116.0 T.27 116.0 4.9 16.7 19.63 19.66 21.82 33.87 34.77 66.87 70.14 17.49 17.83 17.97 18.31 18.8 15.74 15.76 15.8 15.85 15.87 18.82 18.95 19.08 19.2 15.81 15.82 15.84 15.85 15.86 15.87 15.74 15.77 15.79 15.81 15.81 19.38 19.41 19.24 19.28 19.33 15.81 15.81 15.81 20.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. DOAK HOMES LOT 1 - One Head Calculation (H.24) Page 5 Date 6/5/2019 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.24 12.77 0.862 Utb 17.0 16.000 16.700 to 150.0 0.0 14.000 0.0 T.34 12.77 0.0977 0.0 30.000 2.930 T.34 4.00 1.244 0.0 1.000 19.630 to 150.0 0.0 0.0 0.0 T.35 16.77 0.0270 0.0 1.000 0.027 K Factor = 4.90 Vel = 7.02 Vel = 4.43 T.35 3.25 1.244 Utr 2.0 6.000 19.657 to 150.0 T 3.443 5.443 1.732 S.1 20.02 0.0377 0.0 11.443 0.431 Vel = 5.28 S.1 0.0 1.244 2E 3.443 5.000 21.820 to 150.0 0.0 3.443 11.732 PRV 20.02 0.0377 0.0 8.443 0.318 * * Fixed Loss = 10 Vel = 5.28 PRV 0.0 1.244 2E 3.443 20.000 33.870 to 150.0 C 0.43 3.873 0.0 CPL 20.02 0.0376 0.0 23.873 0.898 Vel = 5.28 CPL 0.0 1.049 2E 6.044 250.000 34.768 to 150.0 0.0 6.044 10.000 MTR 20.02 0.0863 0.0 256.044 22.100 * * Fixed Loss = 10 Vel = 7.43 MTR 0.0 0.995 E 2.336 20.000 66.868 to 150.0 T 5.841 9.345 0.0 STR 20.02 0.1116 G 1.168 29.345 3.276 Vel = 8.26 0.0 20.02 70.144 H.24 7.26 0.862 Utr 2.0 21.000 16.700 to 150.0 0.0 2.000 0.0 H.11 7.26 0.0343 0.0 23.000 0.790 K Factor = 2.39 Vel = 3.99 H.11 to T.30 0.0 7.26 0.862 150.0 0.0343 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.490 0.0 0.343 Vel = 3.99 T.30 to H.10 0.0 7.26 0.862 150.0 0.0345 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.833 0.0 0.138 Vel = 3.99 H.10 to T.33 0.0 7.26 0.862 150.0 0.0343 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.971 0.0 0.343 Vel = 3.99 T.33 to T.37 0.0 7.26 0.862 150.0 0.0344 Utr 2.0 0.0 0.0 12.000 2.000 14.000 18.314 0.0 0.481 Vel = 3.99 T.37 to T.38 -3.86 3.4 0.862 150.0 0.0084 2Utb 34.0 0.0 0.0 20.000 28.000 48.000 18.795 -3.465 0.405 Vel = 1.87 T.38 to H.22 -1.31 2.09 0.862 150.0 0.0035 Utr 2.0 0.0 0.0 6.000 2.000 8.000 15.735 0.0 0.028 Vel = 1.15 H.22 to H.21 0.0 2.09 0.862 150.0 0.0034 Utr 2.0 0.0 0.0 10.000 2.000 12.000 15.763 0.0 0.041 Vel = 1.15 H.21 to H.20 0.0 2.09 0.862 150.0 0.0035 Utr 2.0 0.0 0.0 10.000 2.000 12.000 15.804 0.0 0.042 Vel = 1.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. DOAK HOMES LOT 1 - One Head Calculation (H.24) Page 6 Date 6/5/2019 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.20 0.0 0.862 Utr 2.0 6.000 15.846 to 150.0 0.0 2.000 0.0 T.36 2.09 0.0034 0.0 8.000 0.027 Vel = 1.15 T.36 1.16 0.862 2Utb 34.0 13.000 15.873 to 150.0 0.0 28.000 3.465 T.35 3.25 0.0078 0.0 41.000 0.319 Vel = 1.79 0.0 3.25 19.657 K Factor = 0.73 T.37 3.86 0.862 0.0 2.000 18.795 to 150.0 0.0 0.0 0.0 H.19 3.86 0.0105 0.0 2.000 0.021 Vel = 2.12 H.19 0.0 0.862 Utr 2.0 11.000 18.816 to 150.0 0.0 2.000 0.0 H.14 3.86 0.0107 0.0 13.000 0.139 Vel = 2.12 H.14 0.0 0.862 Utr 2.0 10.000 18.955 to 150.0 0.0 2.000 0.0 H.1 3.86 0.0107 0.0 12.000 0.128 Vel = 2.12 H.1 0.0 0.862 Utr 2.0 9.000 19.083 to 150.0 0.0 2.000 0.0 T.25 3.86 0.0106 0.0 11.000 0.117 Vel = 2.12 T.25 -2.38 0.862 2Utb 34.0 12.000 19.200 to 150.0 0.0 28.000 -3.465 T.26 1.48 0.0018 0.0 40.000 0.073 Vel = 0.81 T.26 -0.32 0.862 Utr 2.0 10.000 15.808 to 150.0 0.0 2.000 0.0 H.8 1.16 0.0012 0.0 12.000 0.014 Vel = 0.64 H.8 0.0 0.862 Utr 2.0 15.000 15.822 to 150.0 0.0 2.000 0.0 H.7 1.16 0.0012 0.0 17.000 0.020 Vel = 0.64 H.7 0.0 0.862 Utr 2.0 6.000 15.842 to 150.0 0.0 2.000 0.0 H.9 1.16 0.0011 0.0 8.000 0.009 Vel = 0.64 H.9 0.0 0.862 Utr 2.0 3.000 15.851 to 150.0 0.0 2.000 0.0 T.32 1.16 0.0012 0.0 5.000 0.006 Vel = 0.64 T.32 0.0 0.862 Utr 2.0 6.000 15.857 to 150.0 0.0 2.000 0.0 H.18 1.16 0.0011 0.0 8.000 0.009 Vel = 0.64 H.18 0.0 0.862 Utr 2.0 4.000 15.866 to 150.0 0.0 2.000 0.0 T.36 1.16 0.0012 0.0 6.000 0.007 Vel = 0.64 0.0 1.16 15.873 K Factor = 0.29 T.38 1.30 0.862 0.0 7.000 15.735 to 150.0 0.0 0.0 0.0 H.23 1.3 0.0014 0.0 7.000 0.010 Vel = 0.71 H.23 0.0 0.862 Utr 2.0 14.000 15.745 to 150.0 0.0 2.000 0.0 H.16 1.3 0.0014 0.0 16.000 0.023 Vel = 0.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. DOAK HOMES LOT 1 - One Head Calculation (H.24) Page 7 Date 6/5/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** H.16 0.0 0.862 Utr 2.0 13.000 15.768 to 150.0 0.0 2.000 0.0 H.13 1.3 0.0015 0.0 15.000 0.022 Vel = 0.71 H.13 0.0 0.862 Utr 2.0 10.000 15.790 to 150.0 0.0 2.000 0.0 H.12 1.3 0.0014 0.0 12.000 0.017 Vel = 0.71 H.12 0.0 0.862 Utr 2.0 3.000 15.807 to 150.0 0.0 2.000 0.0 T.28 1.3 0.0014 0.0 5.000 0.007 Vel = 0.71 T.28 0.33 0.862 2Utb 34.0 18.000 15.814 to 150.0 0.0 28.000 3.465 T.29 1.63 0.0022 0.0 46.000 0.100 Vel = 0.90 T.29 2.37 0.862 Utr 2.0 1.000 19.379 to 150.0 0.0 2.000 0.0 H.15 4.0 0.0113 0.0 3.000 0.034 Vel = 2.20 H.15 0.0 0.862 Utb 17.0 5.000 19.413 to 150.0 0.0 14.000 0.0 T.34 4.0 0.0114 0.0 19.000 0.217 Vel = 2.20 0.0 4.00 19.630 K Factor = 0.90 T.25 2.38 0.862 Utr 2.0 7.000 19.200 to 150.0 0.0 2.000 0.0 H.2 2.38 0.0043 0.0 9.000 0.039 Vel = 1.31 H.2 0.0 0.862 0.0 10.000 19.239 to 150.0 0.0 0.0 0.0 H.3 2.38 0.0044 0.0 10.000 0.044 Vel = 1.31 H.3 0.0 0.862 Utr 2.0 9.000 19.283 to 150.0 0.0 2.000 0.0 H.4 2.38 0.0044 0.0 11.000 0.048 Vel = 1.31 H.4 0.0 0.862 Utr 2.0 9.000 19.331 to 150.0 0.0 2.000 0.0 T.29 2.38 0.0044 0.0 11.000 0.048 Vel = 1.31 0.0 2.38 19.379 K Factor = 0.54 T.26 0.32 0.862 Utr 2.0 6.000 15.808 to 150.0 0.0 2.000 0.0 H.5 0.32 0.0001 0.0 8.000 0.001 Vel = 0.18 H.5 0.0 0.862 Utr 2.0 7.000 15.809 to 150.0 0.0 2.000 0.0 H.6 0.32 0.0001 0.0 9.000 0.001 Vel = 0.18 H.6 0.0 0.862 Utr 2.0 17.000 15.810 to 150.0 0.0 2.000 0.0 T.27 0.32 0.0001 0.0 19.000 0.002 Vel = 0.18 T.27 0.0 0.862 Utr 2.0 17.000 15.812 to 150.0 0.0 2.000 0.0 T.28 0.32 0.0001 0.0 19.000 0.002 Vel = 0.18 0.0 0.32 15.814 K Factor = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 DOAK HOMES LOT 1 - One Head Calculation (H.24) Date 6/5/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE Ccq ;,.,• rtaaPFTENCY FIRS htPih�ih SYSTEMS p /C�. 5517-0506 E t evil 1 0135 4/441 fir ►ispinos. limnsems s .......■.■.....•.....s sx A-PEX Design Services Inc. sal es©a-pexdesig nservices. com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name Drawing Location Remote Area Contract Data File : DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) : RESIDENTIAL : S 122ND ST & 49TH AVE S TUKWILA WA :1 : 190605-02 : 190605-02 Doak Homes Lot 1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S `3nsq 1-3 ib1� en4zbz,, A-PEX Design Services Inc. Page 1 DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Date 6/5/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - DOAK HOMES LOT 1 Location - TUKWILA WA Building - RESIDENTIAL Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-5-2019 System No. - 1 Contract No. - 190605-02 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Made by Date M Listed Flow at Start Point - 10 Listed Pres. at Start Point - 11.11Psi D MAXIMUM LISTED SPACING 14 x 14 E S I G N Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: Gpm 0 Gpm - Gpm - 116 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 20.0223 Summary C -Factor Used: Psi Required 68.17 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 100 R Residual (Psi) - 95 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. IP 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 CO CO d0 N 06 M 2 O U f6 0 m O 2 cH w ' OT"' .21— N OJ U) u, CW 0 W Q a0 ¢C3 00 O ))• 6NM tp N 132 -0 9 -- co O�D0) cu_o. c0 c mEEEE,rn m m Wcnfn"cn.. I 1 1 N' 4 CF"NN OM m m00020V) E G) 0 0 0 ou,o ggg L • Q c c 72:073 _ N (0 (n ,m N C) co CC CC0 a 0 0 N 0 0 0 M 0 0 O O O O O O O O co co ti co u7 et M N a CC W(/) cn D Q W O 0 u� 0 0 0 N M O N O 0 N 0 0 O 0 0 0 Fittings Used Summary 0) CO 0 ao F•1 - co) M c 0 0 0 m 0 0 c ( c 00 co co c 12) ow 0 0= WQ a0 vt N CO a-• CD N O O co O M N a- M N r(0��00 0 a- O O 0 a- ' -'t a- 0) 0 0 0 a- m-va0ao00 r - • M - o 0 I's O • N (0 (O 0 0 N 0 N([)(n 00 CO U) ▪ a M 0 0 0 • M M 0 O N (A a-�N N00 0 0 a-. NCV 00 a- ap a- a- 0 0 O -t-t-'- 00 N a- (O a- a- 0 0 0 n a- In ,-a- N I- ete-ON a -Ma -(00) V' N a - Na - et aa --N a- (.4 . M N - Units Summary w y c 4) c 0= (0 10))0 c 2 1.N Cyrs C O) 3 O J lL d Flow Summary - NFPA 2007 A-PEX Design Services Inc. DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Page 4 Date 6/5/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.967 20.02 68.172 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 116.0 H.16 116.0 H.23 116.0 T.38 116.0 T.37 108.0 T.33 108.0 H.10 108.0 T.30 108.0 H.11 108.0 H.24 108.0 T.34 108.0 T.35 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.12 116.0 T.28 116.0 T.29 108.0 H.15 108.0 T.27 116.0 H.6 116.0 H.5 116.0 T.26 116.0 T.25 108.0 H.2 108.0 H.3 108.0 H.4 108.0 H.22 116.0 H.21 116.0 H.20 116.0 T.36 116.0 H.8 11.6.0 H.7 116.0 H.9 116.0 T.32 116.0 H.18 116.0 H.1 108.0 H.14 108.0 H.19 108.0 3 3 11.11 10.0 11.68 12.28 12.54 16.45 16.64 16.77 16.82 16.96 17.27 17.67 17.69 19.85 31.9 32.8 64.9 68.17 11.16 10.02 11.62 16.56 16.71 12.0 12.38 12.56 12.72 16.43 16.45 16.49 16.52 12.64 12.78 12.92 13.02 12.79 12.88 12.92 12.94 12.98 16.43 16.44 16.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 5 DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Date 6/5/2019 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.13 7.63 0.862 Utr 2.0 13.000 11.110 to 150.0 0.0 2.000 0.0 H.16 7.63 0.0377 0.0 15.000 0.566 K Factor = 3.00 Vel = 4.19 H.16 to H.23 0.0 7.63 0.862 150.0 0.0377 Utr 2.0 0.0 0.0 14.000 2.000 16.000 11.676 0.0 0.603 Vel = 4.19 H.23 to T.38 0.0 7.63 0.862 150.0 0.0377 0.0 0.0 0.0 7.000 0.0 7.000 12.279 0.0 0.264 Vel = 4.19 T.38 to T.37 -4.07 3.56 0.862 150.0 0.0092 2Utb 34.0 0.0 0.0 20.000 28.000 48.000 12.543 3.465 0.441 Vel = 1.96 T.37 to T.33 0.81 4.37 0.862 150.0 0.0134 Utr 2.0 0.0 0.0 12.000 2.000 14.000 16.449 0.0 0.188 Vel = 2.40 T.33 to H.10 0.0 4.37 0.862 150.0 0.0134 Utr 2.0 0.0 0.0 8.000 2.000 10.000 16.637 0.0 0.134 Vel = 2.40 H.10 to T.30 0.0 4.37 0.862 150.0 0.0135 Utr 2.0 0.0 0.0 2.000 2.000 4.000 16.771 0.0 0.054 Vel = 2.40 T.30 to H.11 0.0 4.37 0.862 150.0 0.0135 Utr 2.0 0.0 0.0 8.000 2.000 10.000 16.825 0.0 0.135 Vel = 2.40 H.11 to H.24 0.0 4.37 0.862 150.0 0.0134 Utr 2.0 0.0 0.0 21.000 2.000 23.000 16.960 0.0 0.309 Vel = 2.40 H.24 to T.34 0.0 4.37 0.862 150.0 0.0134 Utb 17.0 0.0 0.0 16.000 14.000 30.000 17.269 0.0 0.403 Vel = 2.40 T.34 to T.35 8.97 13.34 1.244 150.0 0.0180 0.0 0.0 0.0 1.000 0.0 1.000 17.672 0.0 0.018 Vel = 3.52 T.35 to S.1 6.68 20.02 1.244 150.0 0.0377 Utr 2.0 6.000 17.690 T 3.443 5.443 1.732 0.0 11.443 0.431 Vel = 5.28 S.1 0.0 to PRV 20.02 1.244 150.0 0.0377 2E 3.443 5.000 19.853 0.0 3.443 11.732 0.0 8.443 0.318 * * Fixed Loss = 10 Vel = 5.28 PRV 0.0 1.244 2E 3.443 20.000 31.903 to 150.0 C 0.43 3.873 0.0 CPL 20.02 0.0376 0.0 23.873 0.898 Vel = 5.28 CPL 0.0 1.049 2E 6.044 250.000 32.801 to 150.0 0.0 6.044 10.000 MTR 20.02 0.0863 0.0 256.044 22.095 * * Fixed Loss = 10 Vel = 7.43 MTR 0.0 0.995 E 2.336 20.000 64.896 to 150.0 T 5.841 9.345 0.0 STR 20.02 0.1116 G 1.168 29.345 3.276 Vel = 8.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Date 6/5/2019 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 20.02 68.172 K Factor = 2.42 H.13 2.37 0.862 Utr 2.0 10.000 11.110 to 150.0 0.0 2.000 0.0 H.12 2.37 0.0043 0.0 12.000 0.052 Vel = 1.30 H.12 10.02 0.862 Utr 2.0 3.000 11.162 to 150.0 0.0 2.000 0.0 T.28 12.39 0.0924 0.0 5.000 0.462 K Factor = 3.00 Vel = 6.81 T.28 -5.42 0.862 2Utb 34.0 18.000 11.624 to 150.0 0.0 28.000 3.465 T.29 6.97 0.0319 0.0 46.000 1.466 Vel = 3.83 T.29 1.99 0.862 Utr 2.0 1.000 16.555 to 150.0 0.0 2.000 0.0 H.15 8.96 0.0507 0.0 3.000 0.152 Vel = 4.93 H.15 0.0 0.862 Utb 17.0 5.000 16.707 to 150.0 0.0 14.000 0.0 T.34 8.96 0.0508 0.0 19.000 0.965 Vel = 4.93 0.0 8.96 17.672 K Factor = 2.13 T.28 5.42 0.862 Utr 2.0 17.000 11.624 to 150.0 0.0 2.000 0.0 T.27 5.42 0.0200 0.0 19.000 0.380 Vel = 2.98 T.27 0.0 0.862 Utr 2.0 17.000 12.004 to 150.0 0.0 2.000 0.0 H.6 5.42 0.0200 0.0 19.000 0.380 Vel = 2.98 H.6 0.0 0.862 Utr 2.0 7.000 12.384 to 150.0 0.0 2.000 0.0 H.5 5.42 0.0200 0.0 9.000 0.180 Vel = 2.98 H.5 0.0 0.862 Utr 2.0 6.000 12.564 to 150.0 0.0 2.000 0.0 T.26 5.42 0.0200 0.0 8.000 0.160 Vel = 2.98 T.26 -2.61 0.862 2Utb 34.0 12.000 12.724 to 150.0 0.0 28.000 3.465 T.25 2.81 0.0059 0.0 40.000 0.237 Vel = 1.54 T.25 -0.82 0.862 Utr 2.0 7.000 16.426 to 150.0 0.0 2.000 0.0 H.2 1.99 0.0031 0.0 9.000 0.028 Vel = 1.09 H.2 0.0 0.862 0.0 10.000 16.454 to 150.0 0.0 0.0 0.0 H.3 1.99 0.0032 0.0 10.000 0.032 Vel = 1.09 H.3 0.0 0.862 Utr 2.0 9.000 16.486 to 150.0 0.0 2.000 0.0 H.4 1.99 0.0031 0.0 11.000 0.034 Vel = 1.09 H.4 0.0 0.862 Utr 2.0 9.000 16.520 to 150.0 0.0 2.000 0.0 T.29 1.99 0.0032 0.0 11.000 0.035 Vel = 1.09 0.0 1.99 16.555 K Factor = 0.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Date 6/5/2019 Hyd. Qa Ref. Point Qt Dia. Pf/Ft Fitting Pipe Pt Pt or Ftng's Pe Pv Eqv. Ln. Total Pf Pn Notes ****** T.38 4.07 0.862 Utr 2.0 6.000 12.543 to 150.0 0.0 2.000 0.0 H.22 4.07 0.0118 0.0 8.000 0.094 Vel = 2.24 H.22 0.0 0.862 Utr 2.0 10.000 12.637 to 150.0 0.0 2.000 0.0 H.21 4.07 0.0118 0.0 12.000 0.142 Vel = 2.24 H.21 0.0 0.862 Utr 2.0 10.000 12.779 to 150.0 0.0 2.000 0.0 H.20 4.07 0.0117 0.0 12.000 0.141 Vel = 2.24 H.20 0.0 0.862 Utr 2.0 6.000 12.920 to 150.0 0.0 2.000 0.0 T.36 4.07 0.0119 0.0 8.000 0.095 Vel = 2.24 T.36 2.62 0.862 2Utb 34.0 13.000 13.015 to 150.0 0.0 28.000 3.465 T.35 6.69 0.0295 0.0 41.000 1.210 Vel = 3.68 0.0 6.69 17.690 K Factor = 1.59 T.26 2.61 0.862 Utr 2.0 10.000 12.724 to 150.0 0.0 2.000 0.0 H.8 2.61 0.0052 0.0 12.000 0.062 Vel = 1.43 H.8 0.0 0.862 Utr 2.0 15.000 12.786 to 150.0 0.0 2.000 0.0 H.7 2.61 0.0052 0.0 17.000 0.089 Vel = 1.43 H.7 0.0 0.862 Utr 2.0 6.000 12.875 to 150.0 0.0 2.000 0.0 H.9 2.61 0.0051 0.0 8.000 0.041 Vel = 1.43 H.9 0.0 0.862 Utr 2.0 3.000 12.916 to 150.0 0.0 2.000 0.0 T.32 2.61 0.0052 0.0 5.000 0.026 Vel = 1.43 T.32 0.0 0.862 Utr 2.0 6.000 12.942 to 150.0 0.0 2.000 0.0 H.18 2.61 0.0052 0.0 8.000 0.042 Vel = 1.43 H.18 0.0 0.862 Utr 2.0 4.000 12.984 to 150.0 0.0 2.000 0.0 T.36 2.61 0.0052 0.0 6.000 0.031 Vel = 1.43 0.0 2.61 13.015 K Factor = 0.72 T.25 0.81 0.862 Utr 2.0 9.000 16.426 to 150.0 0.0 2.000 0.0 H.1 0.81 0.0006 0.0 11.000 0.007 Vel = 0.45 H.1 0.0 0.862 Utr 2.0 10.000 16.433 to 150.0 0.0 2.000 0.0 H.14 0.81 0.0006 0.0 12.000 0.007 Vel = 0.45 H.14 0.0 0.862 Utr 2.0 11.000 16.440 to 150.0 0.0 2.000 0.0 H.19 0.81 0.0006 0.0 13.000 0.008 Vel = 0.45 H.19 0.0 0.862 0.0 2.000 16.448 to 150.0 0.0 0.0 0.0 T.37 0.81 0.0005 0.0 2.000 0.001 Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 DOAK HOMES LOT 1 - Two Head Calculation (H.13 & H.12) Date 6/5/2019 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 0.81 16.449 K Factor = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUPPFNf SfA11C WART? Pm55UpF SfAfIC: 100psi F1FV-100' i f100/ \f5 20' OF I' I COPPEp FXTFPIOl WALL pfLIA13LE MOt7EL MP LL I" PE5It7EN11AL Pl5FP ASSFMPLY, PLOW 5w -rod WIf?Ef7 fO EXfhI?IOP ALAJ?M PFLL, MINIMUM 5/ 4" SY51 M t2l?AIN FLFV-100' 5/ 4" METED FI.FV-108' FLFV-104' I-1/ 2" AQUAPEX TO SYS -1 -FM 1"O 120ME511C EIXTUPF5 NOf SHOWN ON SPPINKLFI? LOOP I-1/ 4" 535H CALEPEI PV Op �QUIVALPN1 (7151 LO55 FLOWING 26GPM) FULL POpf PALL VALVE /// ///////// 250' OF I" POLY P.ELIAC3LF ANI9 SENJU CONCEALFI 5PPINKLEr? INSIALLA110N GUIt7E r 2" SHEEP DOCK N.r.5. pLIA3LE MOnFL5 5NJU 51'PINKLFI? MOPE, • ITC -30 LL • 1FC-49 LL • I?C f?5 it j bottom plate cup bottom of cover .4" above of joist bottom 'of cover plate cup 4" below bottom of joist CONCFA- 2 A9AF1";p FITTING MOU\11\G 17FtAIl, N.rs 9 ITOI X EP 1FE �,i MINIMUM CUf LENGTH OI PIPE - 3-1/ 2". MAXIMUM CUf LENGTH Or PIPE 12" PpOPEX PIPE SPINKI.. At2APV . 01 ► h-FIFLt7 VPI�IFY FINI5HFI7 J CFILING MAT OAL TO f7MpMINF MOUNTING HFIGHT PIMFN510N \PMA 1321AI3--7,55,3 215tA\C5 PCOM HA1150UE5 1 -FAT 50Ut?CF OC?I71NAI:Y TFMF IN. IN1t1?MP7IATE TrMF IN, SIPt OF FIC?FFLACF 36" 12" FFONT OF FIIPLAC 60" 36" W0017 6UI NING 5tOVF 42" 12" KITCHFN t?ANGF 18" 9" WALL OVFN 18" 9" HOf AIR FLUF5 18" 9" UNIN5WA07 HFAT l7UCT5 18" 9" UNINSULA-1W HOT WAV19119F5 12" 6" SII7OF HOT All 171FFU5Fp 24" 12" FpONT OF HOT Alf? PIFFU5 36" 18" HOT WAfE;p HFAtr 6" 3" FUC?NACF 6" 3" OW -250W LIGHT FIXT1af?F 6" 3" 250W -499W LIGHT FIXTIrIr 12" 6" D Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire >revention Bureau for conformance with current City !-andards. Accep an=, its 54:Abject: to errors and ,rnissions which do violations of adopted -.;andards and ordinar y:,n , The responsibility for t};•. dequacy of de:+ig i t -a , with the designer. =,dditions, delebois mese drawings after :> is date will void ttlv: vtrlll require a �{" a i. } +. ; .; Quent approv ri r�'subiTllktc?F a.:.' rE.dl, i �;ls Final acceptance tv' soWcx`: =;>i t ano Inspection o' The Tukwila Fire Prevent:Bureau. Date: 7- ct By: 11 Ma'n Flat - 13 Upper Flat - 2A fVUN. 0 ———N L1000-14 O „-6 1,VFC49-16 -2 LI-ITC/19-15 O _�I WC49-20 pLIA13LF Model LL-FFC30f?FC30 Concealed Pendent Sprinkler K-3, 155F° , 3/ 8” Orifice, Maximum Spacing 1 4' x14' Sprinkler head demand: 10 gpm @11.11 rFLIA3LF Model LL-pFC491;FC49 Concealed Pendent Sprinkler K-4,9, I55F°, 3/ 8" Orifice, Maxirri m Spacing 16'x16' Sprinkler head demand: I3 qpm @ 7,04 la -1/01.- Model LL-CRFC49RFC49 Concealed Pendent Sprinkler K-4,9, I55F°, 3/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 gpm @12.03 miceLF Model LL-I?FC49f:FC49 Concealed Pendent Sprinkler K-4.9, 1551 ° , 3/ 8" Orifice, Maximum Spacing 20' x20' Sprinkler head demand: 20 gpm @I61 3 '.-1-10-1.4 11 -b &r dd►+c 11 a //e ksiAlte Hydro revn4i . Flow (b„cc.+) 'E'eit„ I�.�i . t Fire Permit Num�w.it r coil 206-575-4407 1115 5UGGt511F17 LAYOUT 1513A5F12 UPON INPOPMA110N PPOVi2Ft2 t3Y 011-Fp5, CHANGF5 IN CONS -MC -110N Op FEW CONI I11ONS MAY OCCUP. WI -ICH MAY PFQUIPF CHANGF51-011-ELAY0U11, If 15 PFSPON51131L111' 01=11 -IF INS -TALI -FP 1"0 NO11PY APEX 2E51GN 5FPVICFS OP SUCH CHANGF5, I HEAt7 2 HAl2 MOST H 12I?AAULICALLY PFMO1F HEAPS GPM 20 20 PpF55UI?E I?EQ' l7Af 511 E1 70,14 6817 CO\ \6110 \ 5 1 to 6r" Iii ;I ' 1,000-14 HF10 1.10M-14 III �I WTC HA- 14- /-Z L[ C30-14 %C49-16 y od .)}10.J0 �)1 11,19 MC49-18 �rlam tr i X19° 1ri I o Iwo 7 1 Z' tz- r a Act Pe- 4i oGl ogft 01,1 PPLLA1 AO- Yz=1-4 v' G SNI:1;, I -124 L A-20 5,1 FLOW 5W hC SIS;� A55M131,Y 100 ! 11I_01I 116 110 k L4}- it'll- UFCTO-14 LLE49-16 y 26 N,I C01,01V LI 13LUt LINFS- FFFI21"0 FIX1LI?F5 ( PATH-, SHOWED, FTC,) FLACK LINES= 5Pf?INKLFI? HEA[2 1"0 5Pt?INKLEf? HEAb, 1/ 2" PIPE SIZE - I" PIPE SIZE I-1/ 2" PIPE SIZE 5Tf? \5Y5'M 2516\2 f0 20 \F19A 12 51-A\2Al2 MU�1 I -QUI 'O5� MI7OW SWITCH IN51'A.-LA1101k N,TS. 61 ALARM 10 LOCA 0 A22 53Or 13.121\G 1.1E49 -I6 \0 / 211 AQ MAI \ 5 �X r L 00 WM 5 T'0 &o 4 u ` I I F C'O-I 1 1 HIS It •�oyva,��`'2 12-4.r>4 [IrFCXO-14 2 \ .� 9 9 9 / goo 0 .74 WC49-18 L F100 1 III_011 PM) JSJi� 13 2019 TUK ILA FRE Cc 12r. t wiN 1II?; 5F\1 11112 47th Avenue W Mukilteo, WA 98275 PH: 425-495-9680 PAX: 425-495-9717 MAL: 5ales@a-pexclesIgnservIces.com SALF512EP: PF51PFN1IAL Ill PPO1FCfION SYSTEM TUFF TM: 1/ 2" f0 I-1/ 2" AQUAPEX 5PPINKLEt? INFOPMA110N # OF 1EA175 1H15 5HFFf - 24 # OP HEA12511.115 J013 - 24 51"A116 P1?F55U1?F 15- 100 06 <-1 I 1 PPFLIM, & CONST, t: 6-5-2019 2 3 4 `N0, PFVISON/ ISSUE I7ATF PPOJEC1 # 190605-02 COMPANY: MONAP.CH PLUMPING CONTACT: PHIL JACOI35ON CONfACf PHONF # ( 255) 770-2400 5CALE: I/4"-1'-0" I2F5IGNEn PY: KAMF N 13A1313 CH CKEt2I3Y: NOAH FAKMAN 00