Loading...
HomeMy WebLinkAboutPP - 5004 S 109TH CT - JKM TOWNHOMES LOT 5 - PERMITS AND PLANS5004 S 109TH CT ASSOCIATED PERMITS 17-5-113 D15-0139 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/39 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: //,A� Type of Inspection: Address:f�I 77r Suite #: �0y S. Is C_,f Contact Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 4// Gorr.;<es -- ,45 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: le_ Mi v---3 Date: //s --a 6 Hrs.: /. 0 / $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 01 5-- 0 13 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:`� Sprinklers: Type of Inspection: 5P ' Address: Suite #: 576 A- 5 (67 Cr. Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: VYLvt Le -A -e t F7 vt ,— kW—cove-13 Hood & Duct: Monitor: Pre -Fire: Ft (//C. r), -`''rt- A/07 4)9e(z-tom NE ----Da.. Occupancy Type: — 1) /9-0D(2-1.--sS To &>- )24-oY1-- dam' gz-)J Cry , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 144— Date: L /3 / 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 V INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /- --- 3 //3 5--0131 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / (ti ' Sprinklers: Fire Alarm: Type of Inspection: Spfe(/l,k Address: 5,q C)4' #: (� rSuite (() G+ • Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1-A-tbire, .9 s 6 le- Deo C Oven- -- . izi.`r r— rI d k 3'vek_zir TGSer pe LSS - Ai-2LcJ I d/44, n # 30 �2 (Ai( 7i G1.eT 12,9- 54 1 ..t .4 6.,. W k•P Gt t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C Date: '/25-h 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 r V DESI SE A-PEX Design Services Inc. sales@a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : x - One Head Calculation (H.11) Drawing Location : 5004 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-02 Data File : 170614-02 JKM Townhomes Lot 5.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 x - One Head Calculation (H.11) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 5 Date - 6-14-2017 Location - TUKWILA WA Building - System No. - Contractor - MONARCH PLUMBING Contract No. - 170614-02 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 124 Feet Size 3/8 K -Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 45.6 At Ref Pt STR Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 58 Elev. R Residual (Psi) - 53 Other Flow (Gpm) - 300 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C City Water Supply: Demand: Cl - Static Pressure : 58 D1 - Elevation : 10.394 C2 - Residual Pressure: 53 D2 - System Flow : 16.995 C2 - Residual Flow : 300 D2 - System Pressure : 45.601 Hose ( Demand) : D3 - System Demand : 16.995 Safety Margin : 12.374 50 100 150 200 250 300 350 400 450 FLOW (N^1.85) N U 0 0 0 1.0 Nr M N 00 ) COC1 CSO 0 N 0 d R w U) U) D 2' W Fittings Used Summary • M N r- 0 e-'- 0 0 CD' -0 �Un'-'-OO Ln O 0)00 0 • CO a) O O 0- O • N (O(0 OO N 0 r- N 10(!)00 W (n M 0 0 C O '- M C) O O N (n '- N N 0 0 O O '--NNOO n U) Tx- 1-00 O h N ' cf '- aa) '- N .- M (DO) V' n '-N ((lN r V' (N V '- N E) U c 3 ( > c Oa; �md' N7:1 V E N N 0 V 0 X F- 2c()3a))a)) (-•N a`) 0 m m C 7 Ob (7ca QQ k U W 0 H 5 5 Units Summary C (n C D c y D D c N Em3(I) oJLT. 6. Flow Summary - NFPA 2007 ' A-PEX Design Services Inc. Page 4 x - One Head Calculation (H.11) 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 57.975 17.0 45.601 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 124.0 T.28 124.0 T.29 124.0 T.26 116.0 T.25 108.0 T.24 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.14 124.0 H.18 124.0 H.21 124.0 T.43 124.0 T.42 116.0 H.17 116.0 T.40 116.0 T.39 116.0 H.7 116.0 T.33 116.0 T.37 108.0 H.5 108.0 T.27 108.0 H.1 108.0 H.3 124.0 T.30 124.0 T.35 124.0 T.34 116.0 T.32 108.0 H.2 108.0 H.22 124.0 H.15 124.0 H.9 124.0 H.23 116.0 T.41 116.0 H.16 116.0 H.12 116.0 H.6 116.0 T.36 116.0 H.4 116.0 T.31 116.0 H.13 116.0 4.9 12.03 12.98 13.38 17.66 21.9 22.87 24.89 32.15 43.18 45.6 12.51 12.8 13.25 13.45 17.49 17.56 17.59 17.61 17.66 17.69 21.7 21.73 21.8 21.85 13.45 13.52 13.6 17.63 21.8 22.05 13.47 13.52 13.58 17.52 17.55 17.57 17.6 17.62 17.63 17.65 17.66 17.6 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 x - One Head Calculation (H.11) Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 H.20 H.19 H.8 108.0 108.0 108.0 108.0 21.71 21.75 21.76 21.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 x - One Head Calculation (H.11) 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.11 10.46 0.862 Utr 2.0 12.000 12.030 to 150.0 0.0 2.000 0.0 T.28 10.46 0.0675 0.0 14.000 0.945 K Factor = 4.90 Vel = 5.75 T.28 0.0 0.862 Utr 2.0 4.000 12.975 to 150.0 0.0 2.000 0.0 T.29 10.46 0.0675 0.0 6.000 0.405 Vel = 5.75 T.29 -3.68 0.862 Utb 17.0 11.000 13.380 to 150.0 Utr 2.0 16.000 3.465 T.26 6.78 0.0303 0.0 27.000 0.817 Vel = 3.73 T.26 -0.21 0.862 Utb 17.0 13.000 17.662 to 150.0 0.0 14.000 3.465 T.25 6.57 0.0286 0.0 27.000 0.771 Vel = 3.61 T.25 2.99 0.862 Utb 17.0 3.000 21.898 to 150.0 0.0 14.000 0.0 T.24 9.56 0.0572 0.0 17.000 0.973 Vel = 5.26 T.24 7.44 1.244 T 3.443 7.000 22.871 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 10.443 0.291 Vel = 4.49 S.1 0.0 1.244 2E 3.443 15.000 24.894 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 6.044 120.000 32.150 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 126.044 8.032 * * Fixed Loss = 3 Vel = 6.31 MTR 0.0 0.995 E 2.336 20.000 43.182 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 45.601 K Factor = 2.52 H.11 6.54 0.862 Utr 2.0 15.000 12.030 to 150.0 0.0 2.000 0.0 H.14 6.54 0.0284 0.0 17.000 0.482 Vel = 3.60 H.14 0.0 0.862 Utr 2.0 8.000 12.512 to 150.0 0.0 2.000 0.0 H.18 6.54 0.0283 0.0 10.000 0.283 Vel = 3.60 H.18 0.0 0.862 Utr 2.0 14.000 12.795 to 150.0 0.0 2.000 0.0 H.21 6.54 0.0283 0.0 16.000 0.453 Vel = 3.60 H.21 0.0 0.862 Utr 2.0 5.000 13.248 to 150.0 0.0 2.000 0.0 T.43 6.54 0.0284 0.0 7.000 0.199 Vel = 3.60 T.43 -2.22 0.862 2Utb 34.0 16.000 13.447 to 150.0 0.0 28.000 3.465 T.42 4.32 0.0131 0.0 44.000 0.578 Vel = 2.37 T.42 -1.64 0.862 Utr 2.0 10.000 17.490 to 150.0 0.0 2.000 0.0 H.17 2.68 0.0055 0.0 12.000 0.066 Vel = 1.47 H.17 0.0 0.862 Utr 2.0 5.000 17.556 to 150.0 0.0 2.000 0.0 T.40 2.68 0.0054 0.0 7.000 0.038 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 x - One Head Calculation (H.11) 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.40 -0.60 0.862 Utr 2.0 2.000 17.594 to 150.0 0.0 2.000 0.0 T.39 2.08 0.0032 0.0 4.000 0.013 Vel = 1.14 T.39 0.60 0.862 Utr 2.0 7.000 17.607 to 150.0 0.0 2.000 0.0 H.7 2.68 0.0054 0.0 9.000 0.049 Vel = 1.47 H.7 0.0 0.862 Utr 2.0 4.000 17.656 to 150.0 0.0 2.000 0.0 T.33 2.68 0.0055 0.0 6.000 0.033 Vel = 1.47 T.33 1.75 0.862 2Utb 34.0 12.000 17.689 to 150.0 0.0 28.000 3.465 T.37 4.43 0.0138 0.0 40.000 0.550 Vel = 2.44 T.37 -1.43 0.862 Utr 2.0 2.000 21.704 to 150.0 0.0 2.000 0.0 H.5 3.0 0.0068 0.0 4.000 0.027 Vel = 1.65 H.5 0.0 0.862 Utr 2.0 9.000 21.731 to 150.0 0.0 2.000 0.0 T.27 3.0 0.0067 0.0 11.000 0.074 Vel = 1.65 T.27 0.0 0.862 Utr 2.0 5.000 21.805 to 150.0 0.0 2.000 0.0 H.1 3.0 0.0066 0.0 7.000 0.046 Vel = 1.65 H.1 0.0 0.862 Utr 2.0 5.000 21.851 to 150.0 0.0 2.000 0.0 T.25 3.0 0.0067 0.0 7.000 0.047 Vel = 1.65 0.0 3.00 21.898 K Factor = 0.64 T.29 3.67 0.862 Utr 2.0 5.000 13.380 to 150.0 0.0 2.000 0.0 H.3 3.67 0.0097 0.0 7.000 0.068 Vel = 2.02 H.3 0.0 0.862 Utr 2.0 5.000 13.448 to 150.0 0.0 2.000 0.0 T.30 3.67 0.0097 0.0 7.000 0.068 Vel = 2.02 T.30 0.0 0.862 Utr 2.0 7.000 13.516 to 150.0 0.0 2.000 0.0 T.35 3.67 0.0098 0.0 9.000 0.088 Vel = 2.02 T.35 2.22 0.862 Utb 17.0 10.000 13.604 to 150.0 0.0 14.000 3.465 T.34 5.89 0.0234 0.0 24.000 0.561 Vel = 3.24 T.34 0.11 0.862 Utr 2.0 13.000 17.630 to 150.0 Utb 17.0 16.000 3.465 T.32 6.0 0.0241 0.0 29.000 0.700 Vel = 3.30 T.32 1.43 0.862 Utr 2.0 5.000 21.795 to 150.0 0.0 2.000 0.0 H.2 7.43 0.0359 0.0 7.000 0.251 Vel = 4.08 H.2 0.0 0.862 Utb 17.0 7.000 22.046 to 150.0 Utr 2.0 16.000 0.0 T.24 7.43 0.0359 0.0 23.000 0.825 Vel = 4.08 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 x - One Head Calculation (H.11) 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 ****** 7.43 22.871 K Factor = 1.55 T.43 2.22 0.862 0.0 5.000 13.447 to 150.0 0.0 0.0 0.0 H.22 2.22 0.0038 0.0 5.000 0.019 Vel = 1.22 H.22 0.0 0.862 Utr 2.0 13.000 13.466 to 150.0 0.0 2.000 0.0 H.15 2.22 0.0038 0.0 15.000 0.057 Vel = 1.22 H.15 0.0 0.862 Utr 2.0 12.000 13.523 to 150.0 0.0 2.000 0.0 H.9 2.22 0.0039 0.0 14.000 0.054 Vel = 1.22 H.9 0.0 0.862 Utr 2.0 5.000 13.577 to 150.0 0.0 2.000 0.0 T.35 2.22 0.0039 0.0 7.000 0.027 Vel = 1.22 0.0 2.22 13.604 K Factor = 0.60 T.42 1.64 0.862 0.0 14.000 17.490 to 150.0 0.0 0.0 0.0 H.23 1.64 0.0022 0.0 14.000 0.031 Vel = 0.90 H.23 0.0 0.862 Utr 2.0 13.000 17.521 to 150.0 0.0 2.000 0.0 T.41 1.64 0.0022 0.0 15.000 0.033 Vel = 0.90 T.41 0.0 0.862 Utr 2.0 7.000 17.554 to 150.0 0.0 2.000 0.0 H.16 1.64 0.0022 0.0 9.000 0.020 Vel = 0.90 H.16 0.0 0.862 Utr 2.0 9.000 17.574 to 150.0 0.0 2.000 0.0 H.12 1.64 0.0022 0.0 11.000 0.024 Vel = 0.90 H.12 0.0 0.862 Utr 2.0 9.000 17.598 to 150.0 0.0 2.000 0.0 H.6 1.64 0.0022 0.0 11.000 0.024 Vel = 0.90 H.6 0.0 0.862 Utr 2.0 1.000 17.622 to 150.0 0.0 2.000 0.0 T.36 1.64 0.0023 0.0 3.000 0.007 Vel = 0.90 T.36 -0.10 0.862 Utr 2.0 11.000 17.629 to 150.0 0.0 2.000 0.0 H.4 1.54 0.0019 0.0 13.000 0.025 Vel = 0.85 H.4 0.0 0.862 Utr 2.0 3.000 17.654 to 150.0 0.0 2.000 0.0 T.31 1.54 0.0020 0.0 5.000 0.010 Vel = 0.85 T.31 0.21 0.862 Utr 2.0 8.000 17.664 to 150.0 0.0 2.000 0.0 T.33 1.75 0.0025 0.0 10.000 0.025 Vel = 0.96 0.0 1.75 17.689 K Factor = 0.42 T.40 0.60 0.862 Utb 17.0 5.000 17.594 to 150.0 0.0 14.000 0.0 H.13 0.6 0.0003 0.0 19.000 0.006 Vel = 0.33 H.13 0.0 0.862 Utb 17.0 5.000 17.600 to 150.0 Utr 2.0 16.000 0.0 T.39 0.6 0.0003 0.0 21.000 0.007 Vel = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 x - One Head Calculation (H.11) 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 0.60 17.607 K Factor = 0.14 T.36 0.11 0.862 2Utb 34.0 3.000 17.629 to 150.0 0.0 28.000 0.0 T.34 0.11 0.0 0.0 31.000 0.001 Vel = 0.06 0.0 0.11 17.630 K Factor = 0.03 T.26 0.21 0.862 2Utb 34.0 3.000 17.662 to 150.0 0.0 28.000 0.0 T.31 0.21 0.0001 0.0 31.000 0.002 Vel = 0.12 0.0 0.21 17.664 K Factor = 0.05 T.37 1.43 0.862 Utr 2.0 2.000 21.704 to 150.0 0.0 2.000 0.0 T.38 1.43 0.0018 0.0 4.000 0.007 Vel = 0.79 T.38 0.0 0.862 Utr 2.0 19.000 21.711 to 150.0 0.0 2.000 0.0 H.20 1.43 0.0017 0.0 21.000 0.036 Vel = 0.79 H.20 0.0 0.862 0.0 7.000 21.747 to 150.0 0.0 0.0 0.0 H.19 1.43 0.0017 0.0 7.000 0.012 Vel = 0.79 H.19 0.0 0.862 Utr 2.0 13.000 21.759 to 150.0 0.0 2.000 0.0 H.8 1.43 0.0017 0.0 15.000 0.025 Vel = 0.79 H.8 0.0 0.862 Utr 2.0 4.000 21.784 to 150.0 0.0 2.000 0.0 T.32 1.43 0.0018 0.0 6.000 0.011 Vel = 0.79 0.0 1.43 21.795 K Factor = 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. sales@a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 5 - Two Head Calculation (H.14 & H.21) Drawing Location : 5004 S 109TH CT TUKWILA WA Remote Area Contract : 170614-02 Data File : 170614-02 JKM Townhomes Lot 5.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 5 - Two Head Calculation (H.14 & H.21) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 5 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-02 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E 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 LLQ-RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 20.0362 Summary C -Factor Used: Psi Required 49.46 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 r. 0 Q V N 0 Water Supply Curve C CD CO 0' ) N O 0 N C.) r 0 N 0 0 10 CO N 0 0 0 a00 0 0I's0 010 0 M 0 0 a Cew cn W D Cew 0 0 v 0 10 N 0 0 N 0 V) O 0 0 U) Fittings Used Summary co • Of d0 N eti C 0 In V l0 0 v ca A) 2 H C)� C N 0 .2N N ci)0 c= rn y 00 XU— Lu g aY .- r(0rr00 0.-o .-tn..-oo 1.0 or .- . 0) 0 0 0 r'craow00 i r(nr.r00 I,. 0 '-NCD (000 rNInIn00 O O r r M 0 0 • a -C')(00 N 1.0 r r N N 0 0 0 0 r r N N 0 0 N .-COD.- 00 U) .-r..-BOO N r(pr -00 0 N. r In r r rr N • r CO r N r M r CD 0) r N r 1 n a- N N .-N.�•trN r Nr Units Summary w w C w C D N : to Y0 y E OJ Li Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 JKM TOWNHOMES LOT 5 - Two Head Calculation (H.14 & H.21) 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 57.967 20.04 49.464 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 124.0 H.11 124.0 T.28 124.0 T.29 124.0 T.26 116.0 T.25 108.0 T.24 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.18 124.0 H.21 124.0 T.43 124.0 T.42 116.0 H.17 116.0 T.40 116.0 T.39 116.0 H.7 116.0 T.33 116.0 T.37 108.0 H.5 108.0 T.27 108.0 H.1 108.0 H.22 124.0 H.15 124.0 H.9 124.0 T.35 124.0 T.34 116.0 T.32 108.0 H.2 108.0 H.3 124.0 T.30 124.0 H.23 116.0 T.41 116.0 H.16 116.0 H.12 116.0 H.6 116.0 T.36 116.0 H.4 116.0 T.31 116.0 H.13 116.0 3 3 11.11 10.0 11.81 12.38 12.63 16.92 21.41 22.72 24.85 32.29 46.18 49.46 11.14 11.19 10.04 11.81 16.51 16.64 16.72 16.75 16.85 16.91 21.14 21.17 21.28 21.34 11.91 12.22 12.51 12.66 16.84 21.26 21.6 12.64 12.65 16.58 16.66 16.7 16.76 16.82 16.83 16.88 16.9 16.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 5 - Two Head Calculation (H.14 & H.21) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 H.20 H.19 H.8 108.0 108.0 108.0 108.0 21.15 21.19 21.21 21.24 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 5 - Two Head Calculation (H.14 & H.21) 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.14 7.99 0.862 Utr 2.0 15.000 11.110 to 150.0 0.0 2.000 0.0 H.11 7.99 0.0411 0.0 17.000 0.698 K Factor = 3.00 Vel = 4.39 H.11 0.0 0.862 Utr 2.0 12.000 11.808 to 150.0 0.0 2.000 0.0 T.28 7.99 0.0411 0.0 14.000 0.575 Vel = 4.39 T.28 0.0 0.862 Utr 2.0 4.000 12.383 to 150.0 0.0 2.000 0.0 T.29 7.99 0.0410 0.0 6.000 0.246 Vel = 4.39 T.29 -1.18 0.862 Utb 17.0 11.000 12.629 to 150.0 Utr 2.0 16.000 3.465 T.26 6.81 0.0305 0.0 27.000 0.824 Vel = 3.74 T.26 0.85 0.862 Utb 17.0 13.000 16.918 to 150.0 0.0 14.000 3.465 T.25 7.66 0.0380 0.0 27.000 1.025 Vel = 4.21 T.25 3.60 0.862 Utb 17.0 3.000 21.408 to 150.0 0.0 14.000 0.0 T.24 11.26 0.0774 0.0 17.000 1.316 Vel = 6.19 T.24 8.78 1.244 T 3.443 7.000 22.724 to 150.0 0.0 3.443 1.732 S.1 20.04 0.0376 0.0 10.443 0.393 Vel = 5.29 S.1 0.0 1.244 2E 3.443 15.000 24.849 to 150.0 C 0.43 3.873 6.732 CPL 20.04 0.0377 0.0 18.873 0.711 * * Fixed Loss = 5 Vel = 5.29 CPL 0.0 1.049 2E 6.044 120.000 32.292 to 150.0 0.0 6.044 3.000 MTR 20.04 0.0864 0.0 126.044 10.892 * * Fixed Loss = 3 Vel = 7.44 MTR 0.0 0.995 E 2.336 20.000 46.184 to 150.0 T 5.841 9.345 0.0 STR 20.04 0.1118 G 1.168 29.345 3.280 Vel = 8.27 0.0 20.04 49.464 K Factor = 2.85 H.14 2.01 0.862 Utr 2.0 8.000 11.110 to 150.0 0.0 2.000 0.0 H.18 2.01 0.0032 0.0 10.000 0.032 Vel = 1.11 H.18 0.0 0.862 Utr 2.0 14.000 11.142 to 150.0 0.0 2.000 0.0 H.21 2.01 0.0032 0.0 16.000 0.051 Vel = 1.11 H.21 10.03 0.862 Utr 2.0 5.000 11.193 to 150.0 0.0 2.000 0.0 T.43 12.04 0.0876 0.0 7.000 0.613 K Factor = 3.00 Vel = 6.62 T.43 -5.52 0.862 2Utb 34.0 16.000 11.806 to 150.0 0.0 28.000 3.465 T.42 6.52 0.0282 0.0 44.000 1.239 Vel = 3.58 T.42 -2.59 0.862 Utr 2.0 10.000 16.510 to 150.0 0.0 2.000 0.0 H.17 3.93 0.0110 0.0 12.000 0.132 Vel = 2.16 H.17 0.0 0.862 Utr 2.0 5.000 16.642 to 150.0 0.0 2.000 0.0 T.40 3.93 0.0110 0.0 7.000 0.077 Vel = 2.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-'MIliams A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 5 - Two Head Calculation (H.14 & H.21) 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.40 -0.88 0.862 Utr 2.0 2.000 16.719 to 150.0 0.0 2.000 0.0 T.39 3.05 0.0070 0.0 4.000 0.028 Vel = 1.68 T.39 0.88 0.862 Utr 2.0 7.000 16.747 to 150.0 0.0 2.000 0.0 H.7 3.93 0.0110 0.0 9.000 0.099 Vel = 2.16 H.7 0.0 0.862 Utr 2.0 4.000 16.846 to 150.0 0.0 2.000 0.0 T.33 3.93 0.0112 0.0 6.000 0.067 Vel = 2.16 T.33 1.34 0.862 2Utb 34.0 12.000 16.913 to 150.0 0.0 28.000 3.465 T.37 5.27 0.0190 0.0 40.000 0.759 Vel = 2.90 T.37 -1.68 0.862 Utr 2.0 2.000 21.137 to 150.0 0.0 2.000 0.0 H.5 3.59 0.0092 0.0 4.000 0.037 Vel = 1.97 H.5 0.0 0.862 Utr 2.0 9.000 21.174 to 150.0 0.0 2.000 0.0 T.27 3.59 0.0094 0.0 11.000 0.103 Vel = 1.97 T.27 0.0 0.862 Utr 2.0 5.000 21.277 to 150.0 0.0 2.000 0.0 H.1 3.59 0.0094 0.0 7.000 0.066 Vel = 1.97 H.1 0.0 0.862 Utr 2.0 5.000 21.343 to 150.0 0.0 2.000 0.0 T.25 3.59 0.0093 0.0 7.000 0.065 Vel = 1.97 0.0 3.59 21.408 K Factor = 0.78 T.43 5.53 0.862 0.0 5.000 11.806 to 150.0 0.0 0.0 0.0 H.22 5.53 0.0208 0.0 5.000 0.104 Vel = 3.04 H.22 0.0 0.862 Utr 2.0 13.000 11.910 to 150.0 0.0 2.000 0.0 H.15 5.53 0.0207 0.0 15.000 0.311 Vel = 3.04 H.15 0.0 0.862 Utr 2.0 12.000 12.221 to 150.0 0.0 2.000 0.0 H.9 5.53 0.0208 0.0 14.000 0.291 Vel = 3.04 H.9 0.0 0.862 Utr 2.0 5.000 12.512 to 150.0 0.0 2.000 0.0 T.35 5.53 0.0207 0.0 7.000 0.145 Vel = 3.04 T.35 1.18 0.862 Utb 17.0 10.000 12.657 to 150.0 0.0 14.000 3.465 T.34 6.71 0.0297 0.0 24.000 0.713 Vel = 3.69 T.34 0.40 0.862 Utr 2.0 13.000 16.835 to 150.0 Utb 17.0 16.000 3.465 T.32 7.11 0.0330 0.0 29.000 0.958 Vel = 3.91 T.32 1.67 0.862 Utr 2.0 5.000 21.258 to 150.0 0.0 2.000 0.0 H.2 8.78 0.0489 0.0 7.000 0.342 Vel = 4.83 H.2 0.0 0.862 Utb 17.0 7.000 21.600 to 150.0 Utr 2.0 16.000 0.0 T.24 8.78 0.0489 0.0 23.000 1.124 Vel = 4.83 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 5 - Two Head Calculation (H.14 & H.21) 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 8.78 22.724 K Factor = 1.84 T.29 1.18 0.862 Utr 2.0 5.000 12.629 to 150.0 0.0 2.000 0.0 H.3 1.18 0.0013 0.0 7.000 0.009 Vel = 0.65 H.3 0.0 0.862 Utr 2.0 5.000 12.638 to 150.0 0.0 2.000 0.0 T.30 1.18 0.0011 0.0 7.000 0.008 Vel = 0.65 T.30 0.0 0.862 Utr 2.0 7.000 12.646 to 150.0 0.0 2.000 0.0 T.35 1.18 0.0012 0.0 9.000 0.011 Vel = 0.65 0.0 1.18 12.657 K Factor = 0.33 T.42 2.59 0.862 0.0 14.000 16.510 to 150.0 0.0 0.0 0.0 H.23 2.59 0.0051 0.0 14.000 0.071 Vel = 1.42 H.23 0.0 0.862 Utr 2.0 13.000 16.581 to 150.0 0.0 2.000 0.0 T.41 2.59 0.0051 0.0 15.000 0.076 Vel = 1.42 T.41 0.0 0.862 Utr 2.0 7.000 16.657 to 150.0 0.0 2.000 0.0 H.16 2.59 0.0051 0.0 9.000 0.046 Vel = 1.42 H.16 0.0 0.862 Utr 2.0 9.000 16.703 to 150.0 0.0 2.000 0.0 H.12 2.59 0.0051 0.0 11.000 0.056 Vel = 1.42 H.12 0.0 0.862 Utr 2.0 9.000 16.759 to 150.0 0.0 2.000 0.0 H.6 2.59 0.0051 0.0 11.000 0.056 Vel = 1.42 H.6 0.0 0.862 Utr 2.0 1.000 16.815 to 150.0 0.0 2.000 0.0 T.36 2.59 0.0050 0.0 3.000 0.015 Vel = 1.42 T.36 -0.40 0.862 Utr 2.0 11.000 16.830 to 150.0 0.0 2.000 0.0 H.4 2.19 0.0038 0.0 13.000 0.049 Vel = 1.20 H.4 0.0 0.862 Utr 2.0 3.000 16.879 to 150.0 0.0 2.000 0.0 T.31 2.19 0.0038 0.0 5.000 0.019 Vel = 1.20 T.31 -1.33 0.862 2Utb 34.0 3.000 16.898 to 150.0 0.0 28.000 0.0 T.26 0.86 0.0006 0.0 31.000 0.020 Vel = 0.47 0.0 0.86 16.918 K Factor = 0.21 T.40 0.88 0.862 Utb 17.0 5.000 16.719 to 150.0 0.0 14.000 0.0 H.13 0.88 0.0007 0.0 19.000 0.014 Vel = 0.48 H.13 0.0 0.862 Utb 17.0 5.000 16.733 to 150.0 Utr 2.0 16.000 0.0 T.39 0.88 0.0007 0.0 21.000 0.014 Vel = 0.48 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 5 - Two Head Calculation (H.14 & H.21) 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 0.88 16.747 K Factor = 0.22 T.36 0.39 0.862 2Utb 34.0 3.000 16.830 to 150.0 0.0 28.000 0.0 T.34 0.39 0.0002 0.0 31.000 0.005 Vel = 0.21 0.0 0.39 16.835 K Factor = 0.10 T.31 1.34 0.862 Utr 2.0 8.000 16.898 to 150.0 0.0 2.000 0.0 T.33 1.34 0.0015 0.0 10.000 0.015 Vel = 0.74 0.0 1.34 16.913 K Factor = 0.33 T.37 1.67 0.862 Utr 2.0 2.000 21.137 to 150.0 0.0 2.000 0.0 T.38 1.67 0.0022 0.0 4.000 0.009 Vel = 0.92 T.38 0.0 0.862 Utr 2.0 19.000 21.146 to 150.0 0.0 2.000 0.0 H.20 1.67 0.0023 0.0 21.000 0.048 Vel = 0.92 H.20 0.0 0.862 0.0 7.000 21.194 to 150.0 0.0 0.0 0.0 H.19 1.67 0.0023 0.0 7.000 0.016 Vel = 0.92 H.19 0.0 0.862 Utr 2.0 13.000 21.210 to 150.0 0.0 2.000 0.0 H.8 1.67 0.0023 0.0 15.000 0.034 Vel = 0.92 H.8 0.0 0.862 Utr 2.0 4.000 21.244 to 150.0 0.0 2.000 0.0 T.32 1.67 0.0023 0.0 6.000 0.014 Vel = 0.92 0.0 1.67 21.258 K Factor = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UFPI.Y 5TA11C 1251: 58 RF5112UAL P5I: 55 FLOW GPM: 300 II 15' OF I-1/ 2" AQUAPFX FROM 11- 120' OF I" POLY FROM 11.10 MF1 — 1" MMR ■ 20' OF I" COPPER FROM TI- 5110 - CPL WA'�p N,Ts, HFAb 2 HA!2 HFAI2 # H.11 H,I4 & H.21 20 49,46 MO5T HY13FAULICALLY RFMOTt HFAl25 GPM PRF55URF Mgr Al' 26 17 45,6 NI=PA 139 rAI1Q 12151 ANC5 MWOM HEAr 50UPC5 HEAT 50UFCE OFl7INARY N. INTFMLDIATL T IN, 5110 OF FII FLACE 6" 12" FFONT OF FIM FLACE 60" 36" W0012 f3UNING 5TOVE 42" 12" KITCHEN FANGS 18" 9" WALL OVEN 18" 9" HOT AIF FLUE5 18" 9" UNIN5ULATEI HEAT 1UCT5 18" 9" UNIN5ULA1 2 NOT WATFF PIFE5 12" 6" 5110 OF NOT AIF 12IFFU5FF 24" 12" FFONT OF HOT AIF IIFFUSEF 6" 18" HOT WA11;F HEA*1 6" 3" FUFNACF 6" 3" OW -250W LIGHT FIXTURE 6" 3" 250W -499W LIGHT FIXTU1 12" 6" • \J MA 139 CI.051' 5PONKL�I? k' QUIIVgN1'5 NT5 8,6,3 SFFINKLFFS SHALL NOT 13F I QUIFEI IN CLOfHFS CL05FT5, LINEN CLOSET5, ANI PAN11:1F5 THAT MEET ALL OF 11.10 FOLLOWING CON11110N5; (I) THF AFFA OF TNF SPACE 1005 NOT EXCFFI 24 FT2 (2,2 M2) , (2) THE LEA51IIMEN5ION 120F5 NOT FXCFFI 3 FT ( 0,9 M) (3) THE WALLS ANI CFILING5 AFL SUFFACFI WITH NONCOMPU51113LE OF LIMITi;1-COMtU51113LE MATFFIAL5 A5 IFFINEI IN NFI'A 220, 5TANIAP,1 ON TY19E5 OF PULPING CON5T1;UC110N, 4'-I" CLO 126 5Q. FT 5FIINKLEF FFOUIFE;I 91-0" CLO 25,8 50, FT 4 t 4'-0' t CLO 1250, FT SPI INKLEF IQUIFI 5fl INKLEF NOT FEQUIFEI MULrl-P1005FLOW 5WI1'0H INSfA-LA1'ION N,T,5, 611 ALARA r0 3, LOCA 0\ A22155 512 O 3UII.2I \G 2 1 LIAC3Lt ANI9 5FNJU CONCFALtn 5PRINKLFR IN5TALLAfION GUIt2 POR 2" 5HFF1 POCK N.t,5, MUA3LE M01EL5 • FFC-30 LL • FC -49 LL 5ENJU 51VINKLEF MO1EL • FC FES bottom of' cover plate cup ql" above bottom of joint bottom of' cover plate cup i" below bottom of Joist CONCWI2 A2A9V FITTING MOUNI1NG t2 1 -AL FPOPM FIS 5PINKa ADAPTER PPOPFX FP TFP MINIMUM cur LENGTH OF PIPP '-1/ 2", MAXIMUM CUT LENGTH OF PIPE 12", FIFL17 VEFIFY FINI5HF1 CEILING MAl IAL TO PFTEFMINE MOUNTING HEIGHT I71MN5ION 1k ; KJ1; v.- CO \C110`5 TH15 5UGGt51- P' LAYOUT 15 13A5b UPON INFORMATION PROVIMI213Y 011-ER5 CHANa5 IN CONSTRUCTION OR FIFLt2 CONt7I110N5 MAY OCCUR WHICH MAY REQUIRE CHANGES TO THF LAYOUT"' I1' 15 THF Rt5PON51131LITY OF 11.10 INSTALL= TO N011FY APU I2 51GN 5FRVICF5 OF SUCH CHANa5' 0 LL 7 1st Fix,' 8 gni Fpm 8 thud 23 10(!!. FM -I4 Q LLFFC49-15 0 LL FC/19-I6 - 15 - MLIA13a Model LL-FFC50FC50 Concealed Pendent Sprinkler K<5, 155F°, 5/ 8" Orifice, Maximum Spacing 19'x19' Sprinkler head demand; 10 qpm @ 11,11 FEUN3LF Model 11-FFC49PFC49 Concealed Pendent Sprinkler K<4,9, 11/2F°, 5/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand; 17 qpm @ 12,03 K'ELIAI3LF Model LL-PFC49FFC49 Concealed Pendent Sprinkler K<4,9, 155F°, 5/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand; 15 qpm @ 7,04 / 2'1 AOUAX F01� MAI\ SMIk\KLN.100r, C01.01/ LINTY19 L�G�N12 131„LF GNF5- FFFP TO FIXTLFFS ( PATH, SHOWFF, FTCJ 131 -ACK LIN5= 5PRINKI- R HAJ2 TO 5PRINKLRR HA1, - I/ 2" PIPE SIZF 1 I" PIPS 51Zt I z - 1-1/ 2" 9IPF 5IZF 2\k'A1.- NO'�5 IF A PIN 15 1311\G \O MOPS '-AN AN 8 PSI fl 550 nf?OP K 26 GPM 15 p�QUIP 17, A 111 APOI.L-O OP 36HI.15PE5 PPV 15 pCOWW Nnn, 51121 \KV 5Y5- M 17 51G\fib 1'0 201' \FPA 1W 5TANI2AR2 5-1 ftOW SWITCH FI5�� A55 M3�Y >)63lLydw Pet.; SER ASH SAE 90-4-50 PILOT 4 'OLS 15" ©R MIN. I0'-0" C CABINETS SOLID C SELF CLO SELF LAT .0 13%" MIN. l'-0" / WI1 CASE MIN C)PG 42" Li AR 11?.'M-I4 USE 1/2" TYPE x" GWa ON ALL WARM AND STRUCTURAL U ALLS. (1) LAYERS " TYPE "X" ON CEILIN WRAF ALL EX s SED POSTS AND G °51'°"15 IN 1/2" 111,19E `" t B rcwAERD0.1� i L DR 41-11" , 1 2' 2g STORE DC©R i S.C. SEE DETAI SHEET Alp 1 NR RATE W/1 5ft PR METAL FIREPLACE- - 5 -VENT T4R©UCTI-4 iso©F INSTALL PER MFR SPECS. PROVIDE SQ. IN. OUTSIDE AIF x1/0 O.N. DOOR WATERIW PQOP DECKING SLOPE TO DP.AIN 1/4" / FT MIN POST PER 12"'SQ TAP' W/ VENEER T12UCTURAL R BUILT-UP SEE ELEV FI00 I/411,__.I1,01I 5CO N 6/0><4/g, x©x© V�� / 411,__.11,011 I/ 411,11,011 OVE DESI MII?5P INKI.�p 1075147th PI W Mukdteo, WA 98275 PH: 425-495-9680 FAX, 425-495-9717 EMAIL: sales@a-pexdesignservlces'com 5A1- 5 FFP: RF5119 N11AL Fl TU13F TYP: I/ 2" TO I-1/ 2" AQUAPFX SPRIN (LFR INFORMA11ON # OF HA1251-115 - 23 # OF HFA25 THIS J013 - 25 58 Without Comments Noted In Red O lar The Attached Letter These plans 1—we been reviewed by The Tukwila Fire Prevention at. ea for conformance with current City standards. A ce( :aria: is subject to efrors and omissions wh :h o not authorize violations of adopted standards an or, inances. The responsibility for the adequacy ,of r es!, n rests totally with the designer. Additions, de lUo revisions to these drawings after this date will -air tl "ceptance and will require a resubmittal o °.-'wings for subsequent approval. Final acce:to field test and Inspection by The Tukwila '5 eNent<on Bureau. PAID JUN 20 2017 TUKWILA FIRE 34e PARTME Please call 20 -575-.' 07 and, give this Fire Permit No. I7- S- ' and exact address rbr shut- down or restore: on approvals 2 4 0 PRELIM, & CONST Q"' 6-14-2017 RFVI50N/ 155UF 00 PROJtCT #: 170614-02 COMPANY: MONARCH PLUMPING CONTACT; PHIL JACOr35ON CONTACT PHONE #: ( 253) 770-2400 5CAI- : 1/ 4" - l'-0" tX5IGNF2 I3Y: KAREN 13AI313 CHFCKt2 I Y: NOAH AKMAN 00