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HomeMy WebLinkAboutPP - 5035 S 109TH CT - LOT 7 - PERMITS AND PLANS5035 S 109TH CT ASSOCIATED PERMITS 17-5-125 D15-0141 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.: 447 4;20 lose) Site Address: -6-i3.3 g I f l-1-1 CT Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name:�� (.(• I L EAST. WEST L_. -C Mailing Address: 29 sr NE S17 ( T a L/auto WA Q t 372 City State Zip CONTACT PERSON -if there are questions about the submittal. r� Name: PA/ I ll�co/250/0 Day Telephone: „1 53-771 2;106 Company Name: / 1! 0 AM RCA/ Plumb g d F 1 TI A/ c Mailing Address: (6 ,8O/ /9 T -s J7'7nt'e W4 9'f, J? / d /- City / State Zip E-mail Address: p/60/7)/70111-1-49 /kin�7frx; • CLAM Fax Number: /i/% / Contractor's City of Tukwila p NICET III number: �Sl 7— D5 0P'-- A Business License number: 0U 5 - �� �Q 3 Total number of new/relocated devices or sprinkler heads: 7 Valuation of Project (contractor's bid price): $ Q Scope of Work (please provide detailed information): .7.--()\-61. U / 30 ALA) �irL j 26X SfS/rhi) 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. BUILDIN 1 EI;, 0 UTHORIZED AGENT: Signature. Date: 01/Z 6 /AO Print Name: /3, / 1,,h60,0 Day Telephone: 453-7X -27 ¥aa 8/22/14 TFD FP Form 8 Plan Permit App.doc 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-5-1 ZS - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project , 7 Type ofIns ?tio : �j / Address:Contact Suite #: X35- S. (O Cl— Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. piCorrections required prior to approval. COMMENTS: /4(( 4a-recAe.,,,a "Le et/ws Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ',.00— c/ i. Date: /Al/ $ 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 4/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I „ r-- � l/o /% Sprinklers: Type of Inspection k � r�� Address: S S. /0 qJ C1f" Contact Person Suite #: 5 es Special Instructions: azo ss 9 -- 5,-7-u LCi&-- ,,--f !j-vt^ CCI`/ X12 5 Phone No.: 1:RApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 5p'14 tt-Ie--a— e vt 'z-- prGry Monitor: Pre -Fire: Permits: f�-7 r fie) --t, moor" ,gyp rvtr F /-r' "z - --/c/-DP 7'2 --- azo ss 9 -- 5,-7-u LCi&-- ,,--f !j-vt^ CCI`/ X12 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: yiryi 6 Date: //3// " Hrs.: I $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 INSPELION NUMBER INSPECTION RECORD Retain a copy with permit tY- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (..c)er—._ Type of Inspection: Address: �� S,(67G n lc i,' Suit #: Contact Person:Suite r(A t ( Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f1'1 PYA PGt,SS l V Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F7,14 c-11,Date: /g '/ j Hrs.: 1 $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 7 - Two Head Calculation (H.22 & H.25) Drawing Location : 5035 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-07 Data File : 170614-07 JKM Townhomes Lot 7.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 7 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 7 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. - 170614-07 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 M Listed Flow at Start Point - 10 Listed Pres. at Start Point - 11.11Psi D E S I G N (X)NFPA 13D Made by Date MAXIMUM LISTED SPACING 14 x 14 Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 124 Note: Gpm 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 20.0061 Summary C -Factor Used: Psi Required 46.62 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 O d NCO o as fU a0 N 2 C 0 03 N 7 _U CC 0 as a> 2 U c N O U zw � C = �Z X 1-- w 2 -"w2 d y E o -ON c u_ c 0 c maEEEE >w. a�4 (U CU 0 IN y1 cT-NN 0M M 00020v) E a> 0 O 00 c)0 Cp U) Ngo caw a 3 CO: a) a� I- (/) C CNICNI U N V 0 ; O O O C[) M N O 0COO0 0 0 0 0 N 0 01 0 0 CD 01 ry a CLw 0) 0) 0 c w 0 U) v 0 0 O U, M O CO O < oZ 0 -J U- 0 1.11 N O 0 N 0 U1 0 0 0 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 7 - Two Head Calculation (H.22 & H.25) Page 4 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 57.967 20.01 46.62 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 124.0 H.19 124.0 H.14 124.0 T.41 124.0 T.39 116.0 H.5 116.0 T.32 116.0 T.26 108.0 T.27 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.25 124.0 T.45 124.0 T.44 116.0 H.24 116.0 T.43 116.0 H.18 116.0 T.38 116.0 T.28 108.0 H.23 124.0 H.16 124.0 H.9 124.0 T.34 124.0 H.3 124.0 T.30 124.0 T.33 116.0 H.4 116.0 H.6 116.0 T.35 116.0 T.36 108.0 H.1 108.0 H.10 124.0 T.31 124.0 H.21 116.0 H.15 116.0 T.42 116.0 T.40 116.0 H.12 116.0 H.8 116.0 H.11 108.0 3 3 11.11 10.0 11.59 12.12 12.6 17.05 17.34 17.61 22.52 23.76 25.92 33.37 43.35 46.62 11.13 10.01 11.75 17.04 17.17 17.43 17.59 17.95 22.71 11.94 12.2 12.41 12.49 12.68 12.76 17.54 17.61 17.89 17.96 22.4 22.58 12.65 12.71 17.05 17.05 17.05 17.05 17.05 17.96 22.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 7 - Two Head Calculation (H.22 & H.25) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 H.20 H.13 T.37 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.43 22.45 22.47 22.48 22.5 22.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams a A-PEX Design Services Inc. Page 6 JKM TOWNHOMES LOT 7 - Two Head Calculation (H.22 & H.25) 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.22 8.70 0.862 Utr 2.0 8.000 11.110 to 150.0 0.0 2.000 0.0 H.19 8.7 0.0480 0.0 10.000 0.480 H.19 to H.14 0.0 8.7 0.862 150.0 0.0481 Utr 2.0 0.0 0.0 9.000 2.000 11.000 11.590 0.0 0.529 K Factor = 3.00 Vel = 4.78 H.14 to T.41 0.0 8.7 0.862 150.0 0.0480 Utr 2.0 0.0 0.0 8.000 2.000 10.000 12.119 0.0 0.480 T.41 to T.39 -2.54 6.16 0.862 150.0 0.0254 2Utb 34.0 0.0 0.0 11.000 28.000 39.000 12.599 3.465 0.989 T.39 to H.5 0.48 6.64 0.862 150.0 0.0291 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.053 0.0 0.291 H.5 to T.32 0.0 6.64 0.862 150.0 0.0292 Utr 2.0 0.0 0.0 7.000 2.000 9.000 17.344 0.0 0.263 T.32 to T.26 2.08 8.72 0.862 150.0 0.0482 Utr 2.0 Utb 17.0 0.0 14.000 16.000 30.000 17.607 3.465 1.446 T.26 to T.27 1.29 10.01 0.862 150.0 0.0622 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 22.518 0.0 1.244 T.27 to S.1 10.00 20.01 1.244 150.0 0.0377 T 3.443 8.000 23.762 0.0 3.443 1.732 0.0 11.443 0.431 S.1 0.0 1.244 2E 3.443 15.000 25.925 to 150.0 C 0.43 3.873 6.732 CPL 20.01 0.0376 0.0 18.873 0.709 CPL 0.0 1.049 2E 6.044 75.000 33.366 to 150.0 0.0 6.044 3.000 MTR 20.01 0.0862 0.0 81.044 6.983 MTR 0.0 0.995 E 2.336 20.000 43.349 to 150.0 T 5.841 9.345 0.0 STR 20.01 0.1115 G 1.168 29.345 3.271 0.0 20.01 46.620 H.22 1.30 0.862 Utr 2.0 9.000 11.110 to 150.0 0.0 2.000 0.0 H.25 1.3 0.0015 0.0 11.000 0.016 Vel = 4.78 Vel = 4.78 Vel = 3.39 Vel = 3.65 Vel = 3.65 Vel = 4.79 Vel = 5.50 Vel = 5.28 * * Fixed Loss = 5 Vel = 5.28 * * Fixed Loss = 3 Vel = 7.43 Vel = 8.26 H.25 10.01 0.862 0.0 8.000 11.126 to 150.0 0.0 0.0 0.0 T.45 11.31 0.0780 0.0 8.000 0.624 T.45 -4.57 0.862 2Utb 34.0 33.000 11.750 to 150.0 0.0 28.000 3.465 T.44 6.74 0.0299 0.0 61.000 1.826 T.44 -0.48 0.862 0.0 5.000 17.041 to 150.0 0.0 0.0 0.0 H.24 6.26 0.0262 0.0 5.000 0.131 K Factor = 2.93 Vel = 0.71 K Factor = 3.00 Vel = 6.22 Vel = 3.71 Vel = 3.44 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 7 - Two Head Calculation (H.22 & H.25) 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.24 0.0 0.862 Utr 2.0 8.000 17.172 to 150.0 0.0 2.000 0.0 T.43 6.26 0.0261 0.0 10.000 0.261 Vel = 3.44 T.43 0.0 0.862 Utr 2.0 4.000 17.433 to 150.0 0.0 2.000 0.0 H.18 6.26 0.0260 0.0 6.000 0.156 Vel = 3.44 H.18 0.0 0.862 Utr 2.0 12.000 17.589 to 150.0 0.0 2.000 0.0 T.38 6.26 0.0261 0.0 14.000 0.366 Vel = 3.44 T.38 -0.78 0.862 2Utb 34.0 35.000 17.955 to 150.0 0.0 28.000 3.465 T.28 5.48 0.0204 0.0 63.000 1.286 Vel = 3.01 T.28 4.52 0.862 Utr 2.0 1.000 22.706 to 150.0 Utb 17.0 16.000 0.0 T.27 10.0 0.0621 0.0 17.000 1.056 Vel = 5.50 0.0 10.00 23.762 K Factor = 2.05 T.45 4.57 0.862 Utr 2.0 11.000 11.750 to 150.0 0.0 2.000 0.0 H.23 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.23 0.0 0.862 Utr 2.0 16.000 11.939 to 150.0 0.0 2.000 0.0 H.16 4.57 0.0146 0.0 18.000 0.263 Vel = 2.51 H.16 0.0 0.862 Utr 2.0 12.000 12.202 to 150.0 0.0 2.000 0.0 11.9 4.57 0.0146 0.0 14.000 0.204 Vel = 2.51 H.9 0.0 0.862 Utr 2.0 4.000 12.406 to 150.0 0.0 2.000 0.0 T.34 4.57 0.0147 0.0 6.000 0.088 Vel = 2.51 T.34 0.0 0.862 Utr 2.0 11.000 12.494 to 150.0 0.0 2.000 0.0 H.3 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.3 0.0 0.862 Utr 2.0 3.000 12.683 to 150.0 0.0 2.000 0.0 T.30 4.57 0.0146 0.0 5.000 0.073 Vel = 2.51 T.30 2.54 0.862 2Utb 34.0 12.000 12.756 to 150.0 0.0 28.000 3.465 T.33 7.11 0.0331 0.0 40.000 1.322 T.33 -2.08 0.862 Utr 2.0 2.000 17.543 to 150.0 0.0 2.000 0.0 H.4 5.03 0.0173 0.0 4.000 0.069 Vel = 3.91 Vel = 2.77 H.4 0.0 0.862 Utr 2.0 14.000 17.612 to 150.0 0.0 2.000 0.0 H.6 5.03 0.0175 0.0 16.000 0.280 Vel = 2.77 H.6 0.0 0.862 Utr 2.0 2.000 17.892 to 150.0 0.0 2.000 0.0 T.35 5.03 0.0173 0.0 4.000 0.069 Vel = 2.77 T.35 0.78 0.862 2Utb 34.0 15.000 17.961 to 150.0 0.0 28.000 3.465 T.36 5.81 0.0228 0.0 43.000 0.979 Vel = 3.19 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 7 - Two Head Calculation (H.22 & H.25) 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.36 to H.1 -1.29 4.52 0.862 150.0 0.0143 Utr 2.0 0.0 0.0 10.000 2.000 12.000 22.405 0.0 0.172 Vel = 2.48 H.1 0.0 0.862 Utr 2.0 7.000 22.577 to 150.0 0.0 2.000 0.0 T.28 4.52 0.0143 0.0 9.000 0.129 Vel = 2.48 0.0 4.52 22.706 K Factor = 0.95 T.41 2.54 0.862 Utr 2.0 8.000 12.599 to 150.0 0.0 2.000 0.0 H.10 2.54 0.0049 0.0 10.000 0.049 Vel = 1.40 H.10 0.0 0.862 Utr 2.0 11.000 12.648 to 150.0 0.0 2.000 0.0 T.31 2.54 0.0049 0.0 13.000 0.064 Vel = 1.40 T.31 0.0 0.862 Utr 2.0 7.000 12.712 to 150.0 0.0 2.000 0.0 T.30 2.54 0.0049 0.0 9.000 0.044 Vel = 1.40 0.0 2.54 12.756 K Factor = 0.71 T.44 0.48 0.862 Utr 2.0 18.000 17.041 to 150.0 0.0 2.000 0.0 H.21 0.48 0.0002 0.0 20.000 0.005 Vel = 0.26 H.21 0.0 0.862 Utr 2.0 12.000 17.046 to 150.0 0.0 2.000 0.0 H.15 0.48 0.0002 0.0 14.000 0.003 Vel = 0.26 H.15 0.0 0.862 Utr 2.0 7.000 17.049 to 150.0 0.0 2.000 0.0 T.42 0.48 0.0002 0.0 9.000 0.002 Vel = 0.26 T.42 -0.21 0.862 Utb 17.0 2.000 17.051 to 150.0 0.0 14.000 0.0 T.40 0.27 0.0001 0.0 16.000 0.001 Vel = 0.15 T.40 0.21 0.862 Utr 2.0 1.000 17.052 to 150.0 0.0 2.000 0.0 T.39 0.48 0.0003 0.0 3.000 0.001 Vet = 0.26 0.0 0.48 17.053 K Factor = 0.12 T.42 0.21 0.862 Utr 2.0 4.000 17.051 to 150.0 0.0 2.000 0.0 H.12 0.21 0.0 0.0 6.000 0.0 Vel = 0.12 H.12 to T.40 T.33 to T.32 0.0 0.21 0.0 0.21 2.08 2.08 0.862 150.0 0.0 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 17.051 0.0 0.001 Vel = 0.12 0.862 150.0 0.0034 Utr 2.0 Utb 17.0 0.0 3.000 16.000 19.000 17.052 K Factor = 0.05 17.543 0.0 0.064 Vel = 1.14 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 7 - Two Head Calculation (H.22 & H.25) 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 ****** 2.08 17.607 K Factor = 0.50 T.38 0.78 0.862 Utr 2.0 2.000 17.955 to 150.0 0.0 2.000 0.0 H.8 0.78 0.0005 0.0 4.000 0.002 H.8 0.0 0.862 Utr 2.0 6.000 17.957 to 150.0 0.0 2.000 0.0 T.35 0.78 0.0005 0.0 8.000 0.004 Vel = 0.43 Vel = 0.43 0.0 0.78 17.961 K Factor = 0.18 T.36 1.29 0.862 Utr 2.0 4.000 22.405 to 150.0 0.0 2.000 0.0 H.11 1.29 0.0013 0.0 6.000 0.008 Vel = 0.71 H.11 0.0 0.862 Utr 2.0 10.000 22.413 to 150.0 0.0 2.000 0.0 H.17 1.29 0.0014 0.0 12.000 0.017 Vel = 0.71 H.17 0.0 0.862 0.0 15.000 22.430 to 150.0 0.0 0.0 0.0 H.20 1.29 0.0014 0.0 15.000 0.021 Vel = 0.71 H.20 0.0 0.862 Utr 2.0 12.000 22.451 to 150.0 0.0 2.000 0.0 H.13 1.29 0.0014 0.0 14.000 0.020 Vel = 0.71 H.13 0.0 0.862 Utr 2.0 8.000 22.471 to 150.0 0.0 2.000 0.0 T.37 1.29 0.0014 0.0 10.000 0.014 Vel = 0.71 T.37 0.0 0.862 Utr 2.0 10.000 22.485 to 150.0 0.0 2.000 0.0 H.2 1.29 0.0014 0.0 12.000 0.017 Vel = 0.71 H.2 0.0 0.862 Utr 2.0 2.000 22.502 to 150.0 0.0 2.000 0.0 T.29 1.29 0.0012 0.0 4.000 0.005 Vel = 0.71 T.29 0.0 0.862 Utr 2.0 6.000 22.507 to 150.0 0.0 2.000 0.0 T.26 1.29 0.0014 0.0 8.000 0.011 Vel = 0.71 0.0 1.29 22.518 K Factor = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 7 - One Head Calculation (H.16) Drawing Location : 5035 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-07 Data File : 170614-07 JKM Townhomes Lot 7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 7 - One Head Calculation (H.16) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 7 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-07 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by (X)NFPA 13D Date M Listed Flow at Listed Pres. at Start D MAXIMUM LISTED SPACING E Domestic Flow Added Start Point - 17 Gpm Point - 12.03Psi 18 x 18 - 0 Additional Flow Added - Elevation at Highest Outlet - 124 Note: S I G N System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 43.78 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 One Head Calculation (H.16) U ti c i_ coO _U W CDe, C O U) 71) a) 00 XI— W2 ay Q -) o a,O M CDN: o(OM�fi Law O O O) 7 (O 2 to CO 3 N—E O2'Oa) clic c0 c mEEEE.E a) m W(n0)"(n,N 44 1 ) I N I F) e'' -NN OM ca o000S0U) E a) 0 0 o 0 0 0 0 0 O d Co, N r 0 0CO 0 N.CO0 0 Cr)0 0)0 a CC W (/) U) 0 Ce W 0 l. 0 U, v 0 0 Nr 0 U) Co) 0 O N 0 0 N 0 La 0 0 0 LO Fittings Used Summary 41) 0) w co a0 (0 C N a) C 0 C (n O U a) g Cl)O C= m °) •a E o �z O g) X _1> Wg c(' ci Q Q M r(prr00 0a- 1.0 0 ✓ re -00 (()0 a- a- r r 0)00 0 .-eraow00 N- o rN(0(000 (N O —N U) U) 00 CO U) r r- M 0 0 at 0 r r M CM 0 0 N (() r r N (N 0 0 0 0 r r N N 0 0 N- '—U)rr00 N .-(0.--x00 O N r U) r r r .— r Mr(00at rCal r(6r• N Na—CO Nr O) U 53 a) • c o.nj goo a) 2 a) a) > a O w X X o c 0 3 a) a) IS 0 an u. 3 coobwb 0- 0- .0 0wO!-» Units Summary t V ♦5+ C • N • co N C N o n. A (0-0 ( CD (9 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 JKM TOWNHOMES LOT 7 - One Head Calculation (H.16) Date 6/14/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.975 17.0 43.781 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 124.0 H.23 124.0 T.45 124.0 T.44 116.0 H.24 116.0 T.43 116.0 H.18 116.0 T.38 116.0 T.28 108.0 T.27 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.9 124.0 T.34 124.0 H.3 124.0 T.30 124.0 T.33 116.0 T.32 116.0 T.26 108.0 H.25 124.0 H.22 124.0 H.19 124.0 H.14 124.0 T.41 124.0 T.39 116.0 H.5 116.0 T.31 124.0 H.10 124.0 H.21 116.0 H.15 116.0 T.42 116.0 T.40 116.0 H.12 116.0 H.4 116.0 H.6 116.0 T.35 116.0 T.36 108.0 H.1 108.0 H.8 116.0 H.11 108.0 4.9 12.03 12.86 13.46 18.06 18.15 18.34 18.44 18.7 23.11 23.89 25.94 33.2 41.36 43.78 12.67 12.94 13.54 13.77 18.37 18.43 22.97 13.53 13.62 13.7 13.78 13.86 18.06 18.26 13.8 13.83 18.06 18.06 18.06 18.06 18.06 18.42 18.64 18.7 22.89 23.01 18.7 22.89 17.0 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 7 - One Head Calculation (H.16) Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 H.20 H.13 T.37 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.9 22.92 22.94 22.94 22.96 22.96 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 7 - One Head Calculation (H.16) 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.16 8.52 0.862 Utr 2.0 16.000 12.030 to 150.0 0.0 2.000 0.0 H.23 8.52 0.0462 0.0 18.000 0.832 K Factor = 4.90 Vel = 4.68 H.23 0.0 0.862 Utr 2.0 11.000 12.862 to 150.0 0.0 2.000 0.0 T.45 8.52 0.0462 0.0 13.000 0.601 Vel = 4.68 T.45 -3.31 0.862 2Utb 34.0 33.000 13.463 to 150.0 0.0 28.000 3.465 T.44 5.21 0.0186 0.0 61.000 1.135 Vel = 2.86 T.44 -0.08 0.862 0.0 5.000 18.063 to 150.0 0.0 0.0 0.0 H.24 5.13 0.0182 0.0 5.000 0.091 Vel = 2.82 H.24 0.0 0.862 Utr 2.0 8.000 18.154 to 150.0 0.0 2.000 0.0 T.43 5.13 0.0181 0.0 10.000 0.181 Vel = 2.82 T.43 0.0 0.862 Utr 2.0 4.000 18.335 to 150.0 0.0 2.000 0.0 H.18 5.13 0.0180 0.0 6.000 0.108 Vel = 2.82 H.18 0.0 0.862 Utr 2.0 12.000 18.443 to 150.0 0.0 2.000 0.0 T.38 5.13 0.0181 0.0 14.000 0.253 Vel = 2.82 T.38 -0.48 0.862 2Utb 34.0 35.000 18.696 to 150.0 0.0 28.000 3.465 T.28 4.65 0.0151 0.0 63.000 0.949 Vel = 2.56 T.28 3.84 0.862 Utr 2.0 1.000 23.110 to 150.0 Utb 17.0 16.000 0.0 T.27 8.49 0.0459 0.0 17.000 0.780 Vel = 4.67 T.27 8.51 1.244 T 3.443 8.000 23.890 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 11.443 0.319 Vel = 4.49 S.1 0.0 1.244 2E 3.443 15.000 25.941 to 150.0 C 0.43 3.873 6.732 CPL 17.0 0.0278 0.0 18.873 0.524 * * Fixed Loss = 5 Vel = 4.49 CPL 0.0 1.049 2E 6.044 75.000 33.197 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 81.044 5.165 * * Fixed Loss = 3 Vel = 6.31 MTR 0.0 0.995 E 2.336 20.000 41.362 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 43.781 K Factor = 2.57 H.16 8.48 0.862 Utr 2.0 12.000 12.030 to 150.0 0.0 2.000 0.0 H.9 8.48 0.0458 0.0 14.000 0.641 Vel = 4.66 H.9 0.0 0.862 Utr 2.0 4.000 12.671 to 150.0 0.0 2.000 0.0 T.34 8.48 0.0457 0.0 6.000 0.274 Vel = 4.66 T.34 0.0 0.862 Utr 2.0 11.000 12.945 to 150.0 0.0 2.000 0.0 H.3 8.48 0.0458 0.0 13.000 0.595 Vel = 4.66 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 7 - One Head Calculation (H.16) 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.3 0.0 0.862 Utr 2.0 3.000 13.540 to 150.0 0.0 2.000 0.0 T.30 8.48 0.0458 0.0 5.000 0.229 Vel = 4.66 T.30 -1.94 0.862 2Utb 34.0 12.000 13.769 to 150.0 0.0 28.000 3.465 T.33 6.54 0.0283 0.0 40.000 1.132 Vel = 3.60 T.33 -4.45 0.862 Utr 2.0 3.000 18.366 to 150.0 Utb 17.0 16.000 0.0 T.32 2.09 0.0035 0.0 19.000 0.066 Vel = 1.15 T.32 5.33 0.862 Utr 2.0 14.000 18.432 to 150.0 Utb 17.0 16.000 3.465 T.26 7.42 0.0358 0.0 30.000 1.073 Vel = 4.08 T.26 1.08 0.862 Utb 17.0 4.000 22.970 to 150.0 Utr 2.0 16.000 0.0 T.27 8.5 0.0460 0.0 20.000 0.920 Vel = 4.67 0.0 8.50 23.890 K Factor = 1.74 T.45 3.31 0.862 0.0 8.000 13.463 to 150.0 0.0 0.0 0.0 H.25 3.31 0.0080 0.0 8.000 0.064 Vel = 1.82 H.25 0.0 0.862 Utr 2.0 9.000 13.527 to 150.0 0.0 2.000 0.0 H.22 3.31 0.0080 0.0 11.000 0.088 Vel = 1.82 H.22 0.0 0.862 Utr 2.0 8.000 13.615 to 150.0 0.0 2.000 0.0 H.19 3.31 0.0081 0.0 10.000 0.081 Vel = 1.82 H.19 0.0 0.862 Utr 2.0 9.000 13.696 to 150.0 0.0 2.000 0.0 H.14 3.31 0.0080 0.0 11.000 0.088 Vel = 1.82 H.14 0.0 0.862 Utr 2.0 8.000 13.784 to 150.0 0.0 2.000 0.0 T.41 3.31 0.0080 0.0 10.000 0.080 Vel = 1.82 T.41 1.93 0.862 2Utb 34.0 11.000 13.864 to 150.0 0.0 28.000 3.465 T.39 5.24 0.0188 0.0 39.000 0.735 Vel = 2.88 T.39 0.08 0.862 Utr 2.0 8.000 18.064 to 150.0 0.0 2.000 0.0 H.5 5.32 0.0193 0.0 10.000 0.193 Vel = 2.92 H.5 0.0 0.862 Utr 2.0 7.000 18.257 to 150.0 0.0 2.000 0.0 T.32 5.32 0.0194 0.0 9.000 0.175 Vel = 2.92 0.0 5.32 18.432 K Factor = 1.24 T.30 1.94 0.862 Utr 2.0 7.000 13.769 to 150.0 0.0 2.000 0.0 T.31 1.94 0.0030 0.0 9.000 0.027 Vel = 1.07 T.31 to H.10 0.0 1.94 0.862 150.0 0.0029 Utr 2.0 0.0 0.0 11.000 2.000 13.000 13.796 0.0 0.038 Vel = 1.07 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 7 - One Head Calculation (H.16) 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.10 0.0 0.862 Utr 2.0 8.000 13.834 to 150.0 0.0 2.000 0.0 T.41 1.94 0.0030 0.0 10.000 0.030 Vel = 1.07 0.0 1.94 13.864 K Factor = 0.52 T.44 0.08 0.862 Utr 2.0 18.000 18.063 to 150.0 0.0 2.000 0.0 H.21 0.08 0.0 0.0 20.000 0.0 Vel = 0.04 H.21 0.0 0.862 Utr 2.0 12.000 18.063 to 150.0 0.0 2.000 0.0 H.15 0.08 0.0001 0.0 14.000 0.001 Vel = 0.04 H.15 0.0 0.862 Utr 2.0 7.000 18.064 to 150.0 0.0 2.000 0.0 T.42 0.08 0.0 0.0 9.000 0.0 Vel = 0.04 T.42 -0.04 0.862 Utb 17.0 2.000 18.064 to 150.0 0.0 14.000 0.0 T.40 0.04 0.0 0.0 16.000 0.0 Vel = 0.02 T.40 0.04 0.862 Utr 2.0 1.000 18.064 to 150.0 0.0 2.000 0.0 T.39 0.08 0.0 0.0 3.000 0.0 Vel = 0.04 0.0 0.08 18.064 K Factor = 0.02 T.42 0.04 0.862 Utr 2.0 4.000 18.064 to 150.0 0.0 2.000 0.0 H.12 0.04 0.0 0.0 6.000 0.0 Vel = 0.02 H.12 0.0 0.862 Utb 17.0 4.000 18.064 to 150.0 Utr 2.0 16.000 0.0 T.40 0.04 0.0 0.0 20.000 0.0 Vel = 0.02 0.0 0.04 18.064 K Factor = 0.01 T.33 4.45 0.862 Utr 2.0 2.000 18.366 to 150.0 0.0 2.000 0.0 H.4 4.45 0.0140 0.0 4.000 0.056 Vel = 2.45 H.4 0.0 0.862 Utr 2.0 14.000 18.422 to 150.0 0.0 2.000 0.0 H.6 4.45 0.0139 0.0 16.000 0.222 Vel = 2.45 H.6 0.0 0.862 Utr 2.0 2.000 18.644 to 150.0 0.0 2.000 0.0 T.35 4.45 0.0138 0.0 4.000 0.055 Vel = 2.45 T.35 0.48 0.862 2Utb 34.0 15.000 18.699 to 150.0 0.0 28.000 3.465 T.36 4.93 0.0168 0.0 43.000 0.723 Vel = 2.71 T.36 -1.08 0.862 Utr 2.0 10.000 22.887 to 150.0 0.0 2.000 0.0 H.1 3.85 0.0106 0.0 12.000 0.127 Vel = 2.12 H.1 0.0 0.862 Utr 2.0 7.000 23.014 to 150.0 0.0 2.000 0.0 T.28 3.85 0.0107 0.0 9.000 0.096 Vel = 2.12 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 7 - One Head Calculation (H.16) 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 0.0 3.85 23.110 K Factor = 0.80 T.38 0.49 0.862 Utr 2.0 2.000 18.696 to 150.0 0.0 2.000 0.0 H.8 0.49 0.0002 0.0 4.000 0.001 Vel = 0.27 H.8 0.0 0.862 Utr 2.0 6.000 18.697 to 150.0 0.0 2.000 0.0 T.35 0.49 0.0002 0.0 8.000 0.002 Vel = 0.27 0.0 0.49 18.699 K Factor = 0.11 T.36 1.09 0.862 Utr 2.0 4.000 22.887 to 150.0 0.0 2.000 0.0 H.11 1.09 0.0010 0.0 6.000 0.006 Vel = 0.60 H.11 0.0 0.862 Utr 2.0 10.000 22.893 to 150.0 0.0 2.000 0.0 H.17 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.17 0.0 0.862 0.0 15.000 22.905 to 150.0 0.0 0.0 0.0 H.20 1.09 0.0010 0.0 15.000 0.015 Vel = 0.60 H.20 0.0 0.862 Utr 2.0 12.000 22.920 to 150.0 0.0 2.000 0.0 H.13 1.09 0.0011 0.0 14.000 0.015 Vel = 0.60 H.13 0.0 0.862 Utr 2.0 8.000 22.935 to 150.0 0.0 2.000 0.0 T.37 1.09 0.0010 0.0 10.000 0.010 Vel = 0.60 T.37 0.0 0.862 Utr 2.0 10.000 22.945 to 150.0 0.0 2.000 0.0 H.2 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.2 0.0 0.862 Utr 2.0 2.000 22.957 to 150.0 0.0 2.000 0.0 T.29 1.09 0.0010 0.0 4.000 0.004 Vel = 0.60 T.29 0.0 0.862 Utr 2.0 6.000 22.961 to 150.0 0.0 2.000 0.0 T.26 1.09 0.0011 0.0 8.000 0.009 Vel = 0.60 0.0 1.09 22.970 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UI L -Y 5TA11C PSI: 58 PF5I13UAL P51: 53 FLOW GPM: 300 •) 15' OF 1-1/ 2" AQUAPFX TOM THF CPL TO 5,1 75' OF I" POLY TOM THF MMP - 1" MMP 20' OF I" COPPED TOM 11- 511:FF1_ CPL 5VIa t2 AII. N,T,S, 0 I HEAR 2 HEAR M051 I-(YMPAULICALLY MMOTHA125 HEAR # GPM PPF55UPF MQ't3 AT 5TPFFT H,16 17 43,78 H,22 & H.25 20 46,62 l 1st Flat 9 2drbx 9 third ?: Tori O ---15 LLkf630-I� O ---6 LLITC19-16 0 LLpFC49-18 ITLIAl3LF Model LL-t;FC5CRFC50 Concealed Pendent Sprinkler K<3, I55F°, 5/ 8" Orifice, Maximum Spacinq 14'x14' Sprinkler head demand: 10 qpm @l1,11 MLIAI3LF Model LL-F.FC49FC49 Concealed Pendent Sprinkler K<4,9, 155F° , 5/ 6" Orifice, Maximum Spacing 16'd6' Sprinkler head demand l ' qpm @ 7,04 mLIA3LF Model LL-i:FC49PFC49 Concealed Pendent Sprinkler K<4,9, 155F°, '/ 8" Orifice, Maximum Spadnp 18'x18' Sprinkler head demand 17 qpm @12.05 NTA 01321-AI31- n1511ANa5 MOM 501Ra5 HEAT 50UkCF O1:17INAkY IN, INT FNEVIATE IN P 5It7F OF FItFPLACF .6" 12" From- OF FIkFPLACF 60" 36" W001213UI:NING 5TOVF 42" 12" KITCHEN kANGF 18" 9" WALL OVEN 18" 9" HOT Alt: FLUES 18" 9" UNINSULAAt7 NEAT 17UCT5 18" 9" UNINSULATFI7 HOT WATT PIPF5 12" 6" SIM OF HOT AR nIFFUSFk 24" 12" FFONT OF NOT Alk i7IFFU5Fk '6" 18" NOT WA11:k 1-FAT1;k 6" 3" FUpNACF 6" 3" OW -250W LIGHT FIX1U 6" 3" 250W -499W LIGHT FIXTU1Z 12" 6" • • NTA l5PCLO5�1' 5fl lNKL�� p�QUI��M�N15 NTS 8,63 SPIINKLFk5 SHALL NOT t3F kFOUIkFf7 IN CLOfHF5 CLOST5, LINEN CL05T5, ANI2 PANII:IFS MAT MMT ALL OF TNF FOLLOWING CONl7I11ON5 (I) TNF AMA OF TNF 5PACF t2QF5 NOT )(M 12 24 FT2 (2.2 M2) , (2) TNF LFA51-12IMFN5ION I20F5 NOf FXCFt7 ' FT (0,9 M) , (3) TNF WALLS ANI7 CFILING5 AkF 5UkFACFt7 WITH NONCOM13U51113LE Ok LIMITFt7-COMC3U51113LF MATFkIAL5 AS f7FFINFt7 IN NFPA 220, 5TANI7AP.t7 ON TYPF5 OF PULPING CON511:UC110N, 4' -I" t CLO 12,6 50, Ff N • 91„811 CLO 25,8 5Q. 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WATERPROOF DECKING SLOPE TO PRA 1/4" / PT MIN I/ 41II1,011 5-1' I/ 4"-4-0'1 PMD JIN 202017 ARE 290310 1073147th PI W Mukllteo, WA 98275 PH: 425-493-9680 PAX, 425-493-9717 EMAIL; sales@a-pexclesignservlces,com 5AL5 DFP: PF5It2 N11AL TIM PPO1'C110N 5Y5TFM TURP 1"P , 1/ 2" TO I-1/ 2" AQUAPPX SPPINKLEP INFOPMA11ON # OF HFAI25 THIS 5HFFT - 25 # OF 1-M25 THIS J013 - 25 51'A O Without Comments -" As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject ro errors and omissions which do not authorize "",olotions of idopte41 standards and ordinances. The responsibility for the adequacy of desigi I .gists totally with the designer. Additions, deletions or revisions to mese drawings aft :r this date will void thI i:cceptance and will require a resubmittal of revisefl drawings for subsequent appro .al. Final acceptance is subject to field test and inspection The Tukwila Fire Prevention Bureau. R 7-7-- t 7 y; l 0 by PPFLIM, & CON5T, 6-14-2017 PFVI50N/ 155UF PATE i 1 PPOJPCT #: 170614-07 COMPANY: MONAPCH PLUMBING CONTACT, PHIL JAC01350N CONTACT PHONE 1*: (253) 770-2400 SCALE; 1/ 4" - l' -0" M51GNN3 t3Y; KAPFN 13A1313 CHECKER t3Y: NOAH AKMAN J C 00 J