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HomeMy WebLinkAboutPP - 14412 34TH LN S - OSTERLY PARK - PERMITS AND PLANS14412 34TH LN S ASSOCIATED PERMITS 17-5-191 D17-0100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17O--- �loa PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: psii'i pa,/ l Type of Inspectior.i /rt.-- Address:Contact Suite #: / q' f 2 34 cdi.. Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F7 Afe120 VI -43 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �L�- Date: LitilEy 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 Olao /7--5- l9/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /AV— 3 Aii �" (11/11 Type of Inspe ion: Address:Contact Suite #: f 4-41 3e.• 6rJ S Person: Special Instructions: 0 k-- ft) ceiviw s_rt-e,( Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: 0 k-- ft) ceiviw s_rt-e,( ot,in D --&-i 4-f -- a 311 k reSfi (7&S5 ,.i.-ez 750 sex. r a' `fit 3 �� �, ( Keltd. �ZK d. �cc�s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: qAM c--4---- Date: /zit 1 / 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 ? A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNIT B. - One Head Calculation (H.12) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B Date - 8-5-2015 Location - TUKWILA WA Building - System No. - Contractor - Contract No. - 150805-02 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 7.04 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G Note: N 13 Gpm Psi x 16 0 Gpm Gpm 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Summary C -Factor Used: Psi Required 47.18 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 60 R Residual (Psi) - 55 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C In 0 N l7 NCCp a) as c d0 N 2 c O 7 C.) a3 0 m a) 2 a) c a0 WI cm cI a)Z U D C W c0 rn= a)z o� x0 a~ Q M Fittings Used Summary LC) \ n/ CU co ac ± 0 k® Q k I a. / + c• @ �k t� mw *2 2( o &z C kQ §< �ST-k000 �$�0000 ? COA- T-- 000 �g� Is- 000 %02000 �RE000 co .-- '-n§o00 �2�m000 - /B �000 T- =N C) C) 2000 =,-2000 o<w -n-CD ccTr C - r- ,- Cq ,-�_�,-'-cv N-N-nnfqv- /a2\§02>%£ aas — 2o22 /0 x x Oco»a)a)e ?/C 77z obab0cr= Cr=o=«< Units Summary c 0k cli m — g= bbd\2 l;.-4 ) c JmE=2 0 0 c o §222fu_ 00- cZ cr 0 - @_"cƒ_@ us/\27 �t E±2�m0 — (0u _ 20 k2 -3D/ SIF % /$ c = E F E # C k� /J§J\� ®a> E-2°°/ oa �§«2\2 ® o=Es 0)Oc 20§\Jk /I\a f\ al cu E=E ff3.0c La �kkk\ us a) «• G o JL- _ C9 _CO£co T- ƒ - k $ g ao==0= 0 _c as 0) cu)c��= ©_ =>- $us 2 _1c-Ek0 .� E co— �E> D2.= G£u=£0 Crs_\EL) g ®X=79 22 a==/ >03/u- §E02 /52 E:\ 5-0L ZWoc, Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.985 13.0 47.182 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 124.0 H.5 124.0 H.3 124.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 H.17 116.0 H.16 116.0 H.15 116.0 T.37 116.0 T.36 116.0 H.14 124.0 H.13 124.0 T.29 124.0 T.30 124.0 H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 T.28 116.0 T.27 116.0 4.9 7.04 7.67 7.91 8.0 11.84 11.87 15.49 15.51 15.66 15.68 15.71 15.71 15.78 18.25 30.9 31.51 47.18 7.6 7.74 7.88 11.81 11.84 11.84 11.86 11.87 11.94 8.01 8.1 8.18 8.34 8.1 8.21 8.22 8.27 11.83 11.85 15.61 15.63 15.66 15.67 11.85 11.87 13.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 5 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 H.8 H.9 H.1 H.2 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 11.87 11.85 11.85 11.87 11.87 15.63 15.66 15.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP Page 6 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.12 5.68 0.862 1 Uel 11.0 17.000 7.040 to 150.0 0.0 12.000 0.0 H.5 5.68 0.0219 0.0 29.000 0.634 K Factor = 4.90 Vel = 3.12 H.5 0.0 0.862 1 Utr 2.0 9.000 7.674 to 150.0 0.0 2.000 0.0 H.3 5.68 0.0218 0.0 11.000 0.240 Vel = 3.12 H.3 0.0 0.862 1 Utr 2.0 2.000 7.914 to 150.0 0.0 2.000 0.0 T.23 5.68 0.0217 0.0 4.000 0.087 Vel = 3.12 T.23 -2.33 0.862 2Utb 34.0 18.000 8.001 to 150.0 0.0 28.000 3.465 T.25 3.35 0.0082 0.0 46.000 0.378 Vel = 1.84 T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844 to 150.0 0.0 2.000 0.0 T.24 2.36 0.0043 0.0 6.000 0.026 Vel = 1.30 T.24 0.27 0.862 1 Utr 2.0 14.000 11.870 to 150.0 1 Utb 17.0 16.000 3.465 H.20 2.63 0.0053 0.0 30.000 0.158 Vel = 1.45 H.20 0.0 0.862 0.0 3.000 15.493 to 150.0 0.0 0.0 0.0 T.39 2.63 0.0053 0.0 3.000 0.016 Vel = 1.45 T.39 0.0 0.862 1 Utb 17.0 2.000 15.509 to 150.0 1 Uel 11.0 26.000 0.0 T.38 2.63 0.0052 0.0 28.000 0.147 Vel = 1.45 T.38 -1.18 0.862 1 Utb 17.0 2.000 15.656 to 150.0 0.0 14.000 0.0 T.43 1.45 0.0018 0.0 16.000 0.028 Vel = 0.80 T.43 1.46 1.054 1 Utr 4.0 6.000 15.684 to 150.0 0.0 4.000 0.0 T.42 2.91 0.0024 0.0 10.000 0.024 Vel = 1.07 T.42 1.63 1.054 0.0 1.000 15.708 to 150.0 0.0 0.0 0.0 T.41 4.54 0.0050 0.0 1.000 0.005 Vel = 1.67 T.41 1.18 1.054 1 Utr 4.0 4.000 15.713 to 150.0 0.0 4.000 0.0 T.40 5.72 0.0084 0.0 8.000 0.067 Vel = 2.10 T.40 7.28 1.054 1T 2.44 8.000 15.780 to 150.0 1 Utb 9.0 11.440 1.732 S.1 13.0 0.0379 0.0 19.440 0.737 Vel = 4.78 S.1 0.0 1.054 1E 1.22 20.000 18.249 to 150.0 1T 2.44 4.067 11.732 CPL 13.0 0.0380 1G 0.407 24.067 0.914 * * Fixed Loss = 10 Vel = 4.78 CPL 0.0 1.38 2E 9.066 50.000 30.895 to 150.0 1C 1.511 10.577 0.0 MTR 13.0 0.0102 0.0 60.577 0.618 Vel = 2.79 MTR 0.0 1.025 2E 5.4 10.000 31.513 to 150.0 0.0 5.400 15.000 STR 13.0 0.0434 0.0 15.400 0.669 * * Fixed Loss = 15 Vel = 5.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Page 7 Date 8/5/2015 Hyd. Qa Ref. Point Qt Dia. „C„ Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn Notes ****** 0.0 13.00 47.182 K Factor = 1.89 H.12 7.32 0.862 1 UeI 11.0 to 150.0 0.0 H.11 7.32 0.0349 0.0 4.000 12.000 16.000 7.040 0.0 0.558 Vel = 4.02 H.11 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.32 7.32 0.0350 0.0 2.000 2.000 4.000 7.598 0.0 0.140 Vel = 4.02 T.32 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.34 7.32 0.0348 0.0 2.000 2.000 4.000 7.738 0.0 0.139 Vel = 4.02 T.34 -3.26 0.862 2Utb 34.0 to 150.0 0.0 T.35 4.06 0.0117 0.0 12.000 28.000 40.000 7.877 3.465 0.469 Vel = 2.23 T.35 -2.80 0.862 1 UeI 11.0 to 150.0 0.0 H.17 1.26 0.0013 0.0 7.000 12.000 19.000 11.811 0.0 0.025 Vel = 0.69 H.17 0.0 0.862 to 150.0 H.16 1.26 0.0012 0.0 0.0 0.0 4.000 0.0 4.000 11.836 0.0 0.005 Vel = 0.69 H.16 0.0 0.862 1 Utr 2.0 to 150.0 0.0 H.15 1.26 0.0014 0.0 10.000 2.000 12.000 11.841 0.0 0.017 Vel = 0.69 H.15 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.37 1.26 0.0013 0.0 8.000 2.000 10.000 11.858 0.0 0.013 Vel = 0.69 T.37 0.43 0.862 2Utb 34.0 to 150.0 0.0 T.36 1.69 0.0023 0.0 1.000 28.000 29.000 11.871 0.0 0.067 Vel = 0.93 T.36 5.59 1.054 1 Utr 4.0 to 150.0 0.0 T.40 7.28 0.0130 0.0 25.000 4.000 29.000 11.938 3.465 0.377 Vel = 2.68 0.0 7.28 15.780 K Factor = 1.83 T.34 3.26 0.862 1 UeI 11.0 to 150.0 0.0 H.14 3.26 0.0078 0.0 5.000 12.000 17.000 7.877 0.0 0.133 Vel = 1.79 H.14 0.0 0.862 to 150.0 H.13 3.26 0.0078 0.0 0.0 0.0 12.000 0.0 12.000 8.010 0.0 0.094 Vel = 1.79 H.13 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.29 3.26 0.0078 0.0 8.000 2.000 10.000 8.104 0.0 0.078 Vel = 1.79 T.29 0.0 0.862 1 Utr to 150.0 1 Utb T.30 3.26 0.0078 2.0 17.0 0.0 4.000 16.000 20.000 8.182 0.0 0.156 Vel = 1.79 T.30 2.33 1.054 1 Utr 4.0 to 150.0 0.0 T.36 5.59 0.0079 0.0 13.000 4.000 17.000 8.338 3.465 0.135 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Page 8 Date 8/5/2015 Hyd. Qa Ref. Point Qt Dia. Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn Notes ****** 0.0 5.59 11.938 K Factor = 1.62 T.23 2.33 0.862 1 Uel to 150.0 1 Utr H.4 2.33 0.0042 11.0 2.0 0.0 9.000 14.000 23.000 8.001 0.0 0.097 Vel = 1.28 H.4 0.0 0.862 1 Uel 11.0 to 150.0 0.0 H.6 2.33 0.0042 0.0 14.000 12.000 26.000 8.098 0.0 0.110 Vel = 1.28 H.6 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.26 2.33 0.0040 0.0 1.000 2.000 3.000 8.208 0.0 0.012 Vel = 1.28 T.26 0.0 0.862 1 Utr 2.0 to 150.0 0.0 H.10 2.33 0.0043 0.0 9.000 2.000 11.000 8.220 0.0 0.047 Vel = 1.28 H.10 0.0 0.862 1 Utb 17.0 to 150.0 0.0 T.30 2.33 0.0042 0.0 3.000 14.000 17.000 8.267 0.0 0.071 Vel = 1.28 0.0 2.33 8.338 K Factor = 0.81 T.35 2.80 0.862 1 Utr 2.0 to 150.0 0.0 T.33 2.8 0.0057 0.0 1.000 2.000 3.000 11.811 0.0 0.017 Vel = 1.54 T.33 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.31 2.8 0.0060 0.0 2.000 2.000 4.000 11.828 0.0 0.024 Vel = 1.54 T.31 0.29 0.862 2Utb 34.0 to 150.0 0.0 T.46 3.09 0.0070 0.0 14.000 28.000 42.000 11.852 3.465 0.296 Vel = 1.70 T.46 -1.47 0.862 1 Utr 2.0 to 150.0 0.0 H.22 1.62 0.0021 0.0 6.000 2.000 8.000 15.613 0.0 0.017 Vel = 0.89 H.22 0.0 0.862 1 Uel 11.0 to 150.0 0.0 T.45 1.62 0.0021 0.0 2.000 12.000 14.000 15.630 0.0 0.030 Vel = 0.89 T.45 0.0 0.862 to 150.0 T.44 1.62 0.0022 0.0 0.0 0.0 4.000 0.0 4.000 15.660 0.0 0.009 Vel = 0.89 T.44 0.0 0.862 1 Utb to 150.0 1 Utr T.42 1.62 0.0022 17.0 2.0 0.0 2.000 16.000 18.000 15.669 0.0 0.039 Vel = 0.89 T.25 to T.28 T.28 to T.27 0.0 1.62 0.99 0.99 15.708 K Factor = 0.41 0.862 150.0 0.0010 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 11.844 0.0 0.005 Vel = 0.54 -0.29 0.7 0.862 150.0 0.0004 2Utb 34.0 0.0 0.0 10.000 28.000 38.000 11.849 0.0 0.017 Vel = 0.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 9 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.27 to H.7 -0.27 0.43 0.862 150.0 0.0002 1Uel 11.0 0.0 0.0 5.000 12.000 17.000 11.866 0.0 0.003 Vel = 0.24 H.7 to T.37 T.28 to H.8 H.8 to H.9 H.9 to T.31 0.0 0.43 0.0 0.43 0.28 0.28 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 7.000 2.000 9.000 11.869 0.0 0.002 Vel = 0.24 11.871 K Factor = 0.12 0.862 150.0 0.0001 1Uel 11.0 0.0 0.0 3.000 12.000 15.000 11.849 0.0 0.001 Vel = 0.15 0.0 0.28 0.862 150.0 0.0001 1Uel 11.0 0.0 0.0 4.000 12.000 16.000 11.850 0.0 0.001 Vel = 0.15 T.27 to H.1 H.1 to H.2 H.2 to T.24 0.0 0.28 0.0 0.28 0.27 0.27 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 11.851 0.0 0.001 Vel = 0.15 11.852 K Factor = 0.08 0.862 150.0 0.0001 1 Utr 2.0 0.0 0.0 12.000 2.000 14.000 11.866 0.0 0.001 Vel = 0.15 0.0 0.27 0.862 150.0 0.0001 2Uel 22.0 0.0 0.0 10.000 24.000 34.000 11.867 0.0 0.003 Vel = 0.15 T.46 to H.21 H.21 to T.43 0.0 0.27 0.0 0.27 1.46 1.46 0.862 150.0 0.0 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 11.870 0.0 0.0 Vel = 0.15 11.870 K Factor = 0.08 0.862 150.0 0.0018 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 15.613 0.0 0.014 Vel = 0.80 T.38 to H.19 0.0 1.46 0.0 1.46 1.18 1.18 0.862 150.0 0.0018 1Uel 11.0 1 Utb 17.0 0.0 6.000 26.000 32.000 15.627 0.0 0.057 Vel = 0.80 15.684 K Factor = 0.37 0.862 150.0 0.0013 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 15.656 0.0 0.004 Vel = 0.65 H.19 to H.18 0.0 1.18 0.862 150.0 0.0012 1Uel 11.0 1 Utr 2.0 0.0 9.000 14.000 23.000 15.660 0.0 0.027 Vel = 0.65 H.18 to T.41 0.0 1.18 0.862 150.0 0.0012 1 Utb 17.0 0.0 0.0 8.000 14.000 22.000 15.687 0.0 0.026 Vel = 0.65 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 10 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 1.18 15.713 K Factor = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DES'( SER Oir.\—\> A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area : Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B Location - TUKWILA WA Building - Contractor - Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY — RESIDENTIAL S Y S T E Date - 8-5-2015 System No. - Contract No. - 150805-02 Drawing No. ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 9 D E S I G N MAXIMUM LISTED SPACING 12 Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: 9 Gpm Psi x 12 0 Gpm Gpm - 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 18.048 Summary C -Factor Used: Psi Required 52.2 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) - 60 R Residual (Psi) - 55 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. 10 Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C 0 N N 003 N • N Q. 0 Co. 0 _U a) 0 a) 2 0 3 d I W ' C N - ~ U • W 2 c 0 'E= NZ x a)i_ M City Water Supply: Demand: C1 - Static Pressure : 60 D1 - Elevation : 10.394 C2 - Residual Pressure: 55 D2 - System Flow : 18.048 C2 - Residual Flow : 300 D2 - System Pressure : 52.199 Hose ( Demand ) D3 - System Demand : 18.048 Safety Margin : 7.774 LC)M 50 100 150 200 250 300 350 400 450 FLOW N^1.85) • • • V m • • • • V '0 0 NV OO 0 0 0 0) CO 1's a CC w cn Cf) D 0 0 O 0 0 CO U) ct M N Ce W 0 Fittings Used Summary L) O N co co a) m m a0 2 uo 2 c 0 7 U Ta U a) 3 aI- ' C CO a) Z U a) a)w c 0 x0 (1.)� a� QQ M T- • M N � COy- 000 o - O U50 v' CD o 0 0 CD T-vC000o00 LC) �M).r-.000 Ps O ,- N CO CO 0 0 0 N O • N ll) M) 000 CO O M 0 0 0 ▪ 0 M M 0 0 0 N U) • N N 0 0 0 0 0 • N N 0 0 0 n -COQ'-000 -r-,-TT000 -.co-.000 01 �R .- CO -N -M .-f0 e- O)� A" N A" 10 A,- N m- m- N, R A"- N • N,- M M N T- a OLLJOI-DDD Units Summary O C t V) a) a)•7 EFi 5 " 0 co 0 CO a13 -CL 5 w 7 0c O a 0 E, 0 Q > cac F2 _ca) O N� > Z 0 C 43 • C 0 L N co co ca) �`*nv-0(/) c° °) = a L cn C3)a 3 =a as a) ca) c oa�ia LO. O a '27'i` a§ 0 u) co . O U O U 'O 0 a) C9 c am Ew a) m U O (n O Q O u) U Y a) �iDa y a cca2 E >03 O w c p 5C0c a)D c #. o y N Q V N co _c co `N- C • C � � d 0 a) Q0 O 'O 7 u) La).,a)� �u) 0 O 7 N cO."'w O) u) c > O _• J 2 .. E Q O C c C Z UL c 0 a) L D y II o, N E La N E a) u) a?•5c\IQm0 O O 0 L O_1L a_ N zw o u) c 2 Flow Summary - NFPA 2007 • A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.972 18.05 52.199 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.30 124.0 T.36 116.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 H.3 124.0 H.5 124.0 H.12 124.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 H.14 124.0 H.13 124.0 T.29 124.0 T.28 116.0 T.27 116.0 H.7 116.0 T.37 116.0 H.8 116.0 H.9 116.0 3 3 9.0 9.66 9.74 10.02 10.45 14.18 18.34 21.43 34.84 35.97 52.2 9.14 13.97 14.04 17.8 17.84 18.12 18.17 18.22 18.22 9.1 9.3 9.83 10.13 10.2 10.27 14.05 14.06 14.08 18.05 18.08 18.13 18.15 10.32 10.36 10.39 14.0 14.04 14.06 14.08 14.03 14.07 9.0 9.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • A-Pex Design Services, Inc. -EP Page 5 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.1 H.17 H.16 H.15 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 14.04 14.04 14.06 14.06 14.07 18.08 18.12 18.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP Page 6 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.4 6.16 0.862 1 UeI 11.0 14.000 9.000 to 150.0 0.0 12.000 0.0 H.6 6.16 0.0254 0.0 26.000 0.660 K Factor = 3.00 Vel = 3.39 H.6 0.0 0.862 1 Utr 2.0 1.000 9.660 to 150.0 0.0 2.000 0.0 T.26 6.16 0.0253 0.0 3.000 0.076 Vel = 3.39 T.26 0.0 0.862 1 Utr 2.0 9.000 9.736 to 150.0 0.0 2.000 0.0 H.10 6.16 0.0254 0.0 11.000 0.279 Vel = 3.39 H.10 0.0 0.862 1 Utb 17.0 3.000 10.015 to 150.0 0.0 14.000 0.0 T.30 6.16 0.0254 0.0 17.000 0.431 Vel = 3.39 T.30 1.92 1.054 1 Utr 4.0 13.000 10.446 to 150.0 0.0 4.000 3.465 T.36 8.08 0.0157 0.0 17.000 0.267 Vel = 2.97 T.36 2.11 1.054 1 Utr 4.0 25.000 14.178 to 150.0 0.0 4.000 3.465 T.40 10.19 0.0242 0.0 29.000 0.701 Vel = 3.75 T.40 7.86 1.054 1T 2.44 8.000 18.344 to 150.0 1 Utb 9.0 11.440 1.732 S.1 18.05 0.0696 0.0 19.440 1.353 Vel = 6.64 S.1 0.0 1.054 1E 1.22 20.000 21.429 to 150.0 1T 2.44 4.067 11.732 CPL 18.05 0.0696 1G 0.407 24.067 1.675 * * Fixed Loss = 10 Vel = 6.64 CPL 0.0 1.38 2E 9.066 50.000 34.836 to 150.0 1C 1.511 10.577 0.0 MTR 18.05 0.0187 0.0 60.577 1.135 Vel = 3.87 MTR 0.0 1.025 2E 5.4 10.000 35.971 to 150.0 0.0 5.400 15.000 STR 18.05 0.0797 0.0 15.400 1.228 * * Fixed Loss = 15 Vel = 7.02 0.0 18.05 52.199 K Factor = 2.50 H.4 2.84 0.862 1 UeI 11.0 9.000 9.000 to 150.0 1 Utr 2.0 14.000 0.0 T.23 2.84 0.0060 0.0 23.000 0.139 Vel = 1.56 T.23 3.87 0.862 2Utb 34.0 18.000 9.139 to 150.0 0.0 28.000 3.465 T.25 6.71 0.0297 0.0 46.000 1.367 Vel = 3.69 T.25 -2.77 0.862 1 Utr 2.0 4.000 13.971 to 150.0 0.0 2.000 0.0 T.24 3.94 0.0110 0.0 6.000 0.066 Vel = 2.17 T.24 -0.20 0.862 1 Utr 2.0 14.000 14.037 to 150.0 1 Utb 17.0 16.000 3.465 H.20 3.74 0.0101 0.0 30.000 0.302 Vel = 2.06 H.20 0.0 0.862 0.0 3.000 17.804 to 150.0 0.0 0.0 0.0 T.39 3.74 0.0103 0.0 3.000 0.031 Vel = 2.06 T.39 0.0 0.862 1 Utb 17.0 2.000 17.835 to 150.0 1 UeI 11.0 26.000 0.0 T.38 3.74 0.0101 0.0 28.000 0.282 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 7 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.38 to T.43 T.43 to T.42 T.42 to T.41 T.41 to T.40 -1.66 2.08 0.862 150.0 0.0034 1 Utb 17.0 0.0 0.0 2.000 14.000 16.000 18.117 0.0 0.055 Vel = 1.14 1.94 4.02 1.054 150.0 0.0043 1 Utr 4.0 0.0 0.0 6.000 4.000 10.000 18.172 0.0 0.043 Vel = 1.48 2.18 6.2 1.054 150.0 0.0090 0.0 0.0 0.0 1.000 0.0 1.000 18.215 0.0 0.009 Vel = 2.28 1.66 7.86 1.054 150.0 0.0150 1 Utr 4.0 0.0 0.0 4.000 4.000 8.000 18.224 0.0 0.120 Vel = 2.89 0.0 7.86 18.344 K Factor = 1.84 T.23 -3.87 0.862 1 Utr 2.0 2.000 9.139 to 150.0 0.0 2.000 0.0 H.3 -3.87 -0.0107 0.0 4.000 -0.043 Vel = 2.13 H.3 9.05 0.862 1 Utr 2.0 9.000 9.096 to 150.0 0.0 2.000 0.0 H.5 5.18 0.0184 0.0 11.000 0.202 K Factor = 3.00 Vel = 2.85 H.5 0.0 0.862 1 Uel 11.0 17.000 9.298 to 150.0 0.0 12.000 0.0 H.12 5.18 0.0184 0.0 29.000 0.534 Vel = 2.85 H.12 0.0 0.862 1 UeI 11.0 4.000 9.832 to 150.0 0.0 12.000 0.0 H.11 5.18 0.0184 0.0 16.000 0.294 Vel = 2.85 H.11 0.0 0.862 1 Utr 2.0 2.000 10.126 to 150.0 0.0 2.000 0.0 T.32 5.18 0.0182 0.0 4.000 0.073 Vel = 2.85 T.32 0.0 0.862 1 Utr 2.0 2.000 10.199 to 150.0 0.0 2.000 0.0 T.34 5.18 0.0185 0.0 4.000 0.074 Vel = 2.85 T.34 -1.92 0.862 2Utb 34.0 12.000 10.273 to 150.0 0.0 28.000 3.465 T.35 3.26 0.0078 0.0 40.000 0.312 Vel = 1.79 T.35 -0.82 0.862 1 Utr 2.0 1.000 14.050 to 150.0 0.0 2.000 0.0 T.33 2.44 0.0043 0.0 3.000 0.013 Vel = 1.34 T.33 0.0 0.862 1 Utr 2.0 2.000 14.063 to 150.0 0.0 2.000 0.0 T.31 2.44 0.0048 0.0 4.000 0.019 Vel = 1.34 T.31 1.68 0.862 2Utb 34.0 14.000 14.082 to 150.0 0.0 28.000 3.465 T.46 4.12 0.0120 0.0 42.000 0.505 Vel = 2.27 T.46 -1.94 0.862 1 Utr 2.0 6.000 18.052 to 150.0 0.0 2.000 0.0 H.22 2.18 0.0038 0.0 8.000 0.030 Vel = 1.20 H.22 0.0 0.862 1 UeI 11.0 2.000 18.082 to 150.0 0.0 12.000 0.0 T.45 2.18 0.0036 0.0 14.000 0.051 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-Pex Design Services, Inc. -EP Page 8 31 TOWNHOMES UNIT B' - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.45 0.0 0.862 0.0 4.000 18.133 to 150.0 0.0 0.0 0.0 T.44 2.18 0.0038 0.0 4.000 0.015 Vel = 1.20 T.44 0.0 0.862 1 Utb 17.0 2.000 18.148 to 150.0 1 Utr 2.0 16.000 0.0 T.42 2.18 0.0037 0.0 18.000 0.067 Vel = 1.20 0.0 2.18 18.215 K Factor = 0.51 T.34 1.92 0.862 1 Uel 11.0 5.000 10.273 to 150.0 0.0 12.000 0.0 H.14 1.92 0.0029 0.0 17.000 0.050 Vel = 1.06 H.14 0.0 0.862 0.0 12.000 10.323 to 150.0 0.0 0.0 0.0 H.13 1.92 0.0029 0.0 12.000 0.035 Vel = 1.06 H.13 0.0 0.862 1 Utr 2.0 8.000 10.358 to 150.0 0.0 2.000 0.0 T.29 1.92 0.0029 0.0 10.000 0.029 Vel = 1.06 T.29 0.0 0.862 1 Utr 2.0 4.000 10.387 to 150.0 1 Utb 17.0 16.000 0.0 T.30 1.92 0.0030 0.0 20.000 0.059 Vel = 1.06 0.0 1.92 10.446 K Factor = 0.59 T.25 2.77 0.862 1 Utr 2.0 3.000 13.971 to 150.0 0.0 2.000 0.0 T.28 2.77 0.0058 0.0 5.000 0.029 Vel = 1.52 T.28 -1.67 0.862 2Utb 34.0 10.000 14.000 to 150.0 0.0 28.000 0.0 T.27 1.1 0.0011 0.0 38.000 0.040 Vel = 0.60 T.27 0.20 0.862 1 Uel 11.0 5.000 14.040 to 150.0 0.0 12.000 0.0 H.7 1.3 0.0014 0.0 17.000 0.024 Vel = 0.71 H.7 0.0 0.862 1 Utr 2.0 7.000 14.064 to 150.0 0.0 2.000 0.0 T.37 1.3 0.0014 0.0 9.000 0.013 Vel = 0.71 T.37 0.81 0.862 2Utb 34.0 1.000 14.077 to 150.0 0.0 28.000 0.0 T.36 2.11 0.0035 0.0 29.000 0.101 Vel = 1.16 0.0 2.11 14.178 K Factor = 0.56 T.28 1.67 0.862 1 Uel 11.0 3.000 14.000 to 150.0 0.0 12.000 0.0 H.8 1.67 0.0023 0.0 15.000 0.034 Vel = 0.92 H.8 0.0 0.862 1 Uel 11.0 4.000 14.034 to 150.0 0.0 12.000 0.0 H.9 1.67 0.0022 0.0 16.000 0.036 Vel = 0.92 H.9 0.0 0.862 1 Utr 2.0 3.000 14.070 to 150.0 0.0 2.000 0.0 T.31 1.67 0.0024 0.0 5.000 0.012 Vel = 0.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 9 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes T.24 to H.2 0.0 1.67 0.20 0.2 14.082 K Factor = 0.45 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 14.037 0.0 0.001 Vel = 0.11 H.2 to H.1 0.0 0.2 0.862 150.0 0.0 2Uel 22.0 0.0 0.0 10.000 24.000 34.000 14.038 0.0 0.001 Vel = 0.11 H.1 to T.27 T.35 to H.17 0.0 0.2 0.0 0.20 0.81 0.81 0.862 150.0 0.0001 1 Utr 2.0 0.0 0.0 12.000 2.000 14.000 14.039 0.0 0.001 Vel = 0.11 14.040 K Factor = 0.05 0.862 150.0 0.0006 1Uel 11.0 0.0 0.0 7.000 12.000 19.000 14.050 0.0 0.011 VeI = 0.45 H.17 to H.16 0.0 0.81 0.862 150.0 0.0008 0.0 0.0 0.0 4.000 0.0 4.000 14.061 0.0 0.003 VeI = 0.45 H.16 to H.15 0.0 0.81 0.862 150.0 0.0006 1 Utr 2.0 0.0 0.0 10.000 2.000 12.000 14.064 0.0 0.007 Vel = 0.45 H.15 to T.37 T.46 to H.21 0.0 0.81 0.0 0.81 1.94 1.94 0.862 150.0 0.0006 1 Utr 2.0 0.0 0.0 8.000 2.000 10.000 14.071 0.0 0.006 Vel = 0.45 14.077 K Factor = 0.22 0.862 150.0 0.0030 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 18.052 0.0 0.024 VeI = 1.07 H.21 to T.43 T.38 to H.19 0.0 1.94 0.0 1.94 1.66 1.66 0.862 150.0 0.0030 1Uel 11.0 1 Utb 17.0 0.0 6.000 26.000 32.000 18.076 0.0 0.096 VeI = 1.07 18.172 K Factor = 0.46 0.862 150.0 0.0023 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 18.117 0.0 0.007 Vel = 0.91 H.19 to H.18 0.0 1.66 0.862 150.0 0.0022 1Uel 11.0 1 Utr 2.0 0.0 9.000 14.000 23.000 18.124 0.0 0.051 Vel = 0.91 H.18 to T.41 0.0 1.66 0.862 150.0 0.0022 1 Utb 17.0 0.0 0.0 8.000 14.000 22.000 18.175 0.0 0.049 Vel = 0.91 0.0 1.66 18.224 K Factor = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BER a"'"" A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Drawing Location : TUKWILA WA Remote Area Contract : 140327-01 Data File : 140327-01 31 Town Homes.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • A-PEX Design Services Page 1 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 -HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWN HOMES - PRELIMINARY Location - Building - System No. - Contractor - Contract No. - 140327-01 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 3-27-2014 S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 9 D MAXIMUM LISTED SPACING 12 E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet G Note: N - 9 Gpm Psi x 12 - 0 Gpm Gpm - 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 18.0569 Summary C -Factor Used: Psi Required 45.86 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) - 60 R Residual (Psi) - 55 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm' P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 N Water Supply Curve C Fittings Used Summary cp (p 0 CL M ot$ 0 U 0 N } CCQ Z J W U i C 0 cm _ W d � Q ch r co N (0- -000 O -. O I) ,- ,- 0 0 0 LC) 0 Trc-0)000 O �f• 0000000 t[) M 1-1-000 1- O N (0 (D 000 N 0 N to t[) 000 CO LO 'Tr C.") 000 . O .- c) co 000 N 1() N N 0 0 0 O O N N 0 0 0 t• co ‘- r 0 0 0 O C tod O O 0 1 .1-a- 0 0 0p Ca - O 0 •t- •.- 0 0 0 to C CS)-. U CO C y @ .- a (0 N U Q O 0co� w •5. c u_ O 47 f0 U C Z N � co -0N ,- CO n— N v aU miv)0 en L O._ p c O O N U C O_c O O L M — CO � CO � C O � � � � 2 (/I O 0 w O 's 7 — N t E 3' Ne-tf).-,-N O Q L �' O* _c os � o CL � j N�Re-�N (n ; C• U CO 03 'O fU0 U C a) u) O a OLa cn N ` N Nv- MV- N� u_ E'-0 N 2 E > d tv 73 c C-5'0 = C L O C 2 N (A 1—y p) (a N - * CO ... N CD 0 -0 (0 w 0 w 30 3@, p 1_5 4L-6- a> y�m`� °t N N .a -• Ili 2 O a) aa) - rn 0 w = a) co 8. 0 1- 1- w N z> -- O CO C > O C V _O a C a 2 w J C) O Q O CO (p• CLL 7 7 7 G C C 0)- N >+..: 12 00)0a))QQQ =•C co= S U in C O N 'C N 1.1.N Nx O U N _� 3 LL �O ELL w E C) 3 y N> N a � o 0 0" -5 W C.9F- »> e5 u: Z W O N m 4-2 Flow Summary - NFPA 2007 • A-PEX Design Services Page 4 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.972 18.06 45.859 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.30 124.0 T.36 116.0 T.37 116.0 T.44 108.0 T.43 108.0 T.41 108.0 T.40 108.0 S.1 104.0 MTR 100.0 STR 100.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.42 108.0 H.3 124.0 H.5 124.0 H.12 124.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 T.33 116.0 T.31 116.0 T.45 108.0 H.21 108.0 T.29 124.0 H.13 124.0 H.14 124.0 T.28 116.0 H.8 116.0 H.9 116.0 T.27 116.0 H.1 116.0 H.2 116.0 H.17 116.0 3 3 9.0 9.6 9.67 9.93 10.09 14.34 14.38 18.81 19.28 19.76 19.99 22.73 25.08 45.86 9.17 14.31 14.41 18.68 18.76 19.52 19.6 9.11 9.28 9.73 9.98 10.04 10.1 14.33 14.36 14.41 18.81 18.97 10.09 10.09 10.1 14.33 14.36 14.4 14.34 14.36 14.41 14.35 9.0 9.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • A-PEX Design Services Page 5 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 H.15 H.7 H.22 H.19 H.18 116.0 116.0 116.0 108.0 108.0 108.0 14.36 14.37 14.34 18.81 19.55 19.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 • A-PEX Design Services Page 6 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 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.4 5.86 0.862 1 Uel 11.0 14.000 9.000 to 150.0 0.0 12.000 0.0 H.6 5.86 0.0232 0.0 26.000 0.602 K Factor = 3.00 Vel = 3.22 H.6 0.0 0.862 1 Utr 2.0 1.000 9.602 to 150.0 0.0 2.000 0.0 T.26 5.86 0.0230 0.0 3.000 0.069 Vel = 3.22 T.26 0.0 0.862 1 Utr 2.0 9.000 9.671 to 150.0 0.0 2.000 0.0 H.10 5.86 0.0232 0.0 11.000 0.255 Vel = 3.22 H.10 0.0 0.862 1 Utr 2.0 5.000 9.926 to 150.0 0.0 2.000 0.0 T.30 5.86 0.0231 0.0 7.000 0.162 Vel = 3.22 T.30 -0.57 0.862 2Utb 34.0 13.000 10.088 to 150.0 0.0 28.000 3.465 T.36 5.29 0.0191 0.0 41.000 0.784 Vel = 2.91 T.36 -0.54 0.862 1 Utr 2.0 1.000 14.337 to 150.0 0.0 2.000 0.0 T.37 4.75 0.0157 0.0 3.000 0.047 Vel = 2.61 T.37 1.22 0.862 1 Utb 17.0 24.000 14.384 to 150.0 1 Utr 2.0 16.000 3.465 T.44 5.97 0.0240 0.0 40.000 0.959 Vel = 3.28 T.44 0.33 0.862 1 Utb 17.0 4.000 18.808 to 150.0 0.0 14.000 0.0 T.43 6.3 0.0264 0.0 18.000 0.476 Vel = 3.46 T.43 0.0 0.862 1 Utb 17.0 2.000 19.284 to 150.0 1 Utr 2.0 16.000 0.0 T.41 6.3 0.0264 0.0 18.000 0.476 Vel = 3.46 T.41 8.07 1.054 1 Utr 4.0 1.000 19.760 to 150.0 0.0 4.000 0.0 T.40 14.37 0.0456 0.0 5.000 0.228 Vel = 5.28 T.40 3.69 1.054 1T 2.44 12.000 19.988 to 150.0 0.0 2.440 1.732 S.1 18.06 0.0697 0.0 14.440 1.006 Vel = 6.64 S.1 0.0 1.61 1E 6.044 50.000 22.726 to 150.0 1T 12.089 19.644 1.732 MTR 18.06 0.0089 1G 1.511 69.644 0.617 Vel = 2.85 MTR 0.0 0.785 2E 4.773 15.000 25.075 to 150.0 0.0 4.773 15.000 * * Fixed Loss = 15 STR 18.06 0.2925 0.0 19.773 5.784 Vel = 11.97 0.0 18.06 45.859 K Factor = 2.67 H.4 3.14 0.862 1 Uel 11.0 9.000 9.000 to 150.0 1 Utr 2.0 14.000 0.0 T.23 3.14 0.0073 0.0 23.000 0.167 Vel = 1.73 T.23 4.35 0.862 2Utb 34.0 18.000 9.167 to 150.0 0.0 28.000 3.465 T.25 7.49 0.0364 0.0 46.000 1.674 Vel = 4.12 T.25 -2.37 0.862 1 Utr 2.0 4.000 14.306 to 150.0 0.0 2.000 0.0 T.24 5.12 0.0180 0.0 6.000 0.108 Vel = 2.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services Page 7 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 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.24 1.23 0.862 1 Utr 2.0 14.000 14.414 to 150.0 1 Utb 17.0 16.000 3.465 H.20 6.35 0.0268 0.0 30.000 0.805 Vel = 3.49 H.20 0.0 0.862 0.0 3.000 18.684 to 150.0 0.0 0.0 0.0 T.39 6.35 0.0270 0.0 3.000 0.081 Vel = 3.49 T.39 0.0 0.862 1 Utb 17.0 2.000 18.765 to 150.0 1 Uel 11.0 26.000 0.0 T.38 6.35 0.0269 0.0 28.000 0.752 Vel = 3.49 T.38 -3.69 0.862 1 Utb 17.0 2.000 19.517 to 150.0 0.0 14.000 0.0 T.42 2.66 0.0054 0.0 16.000 0.086 Vel = 1.46 T.42 5.41 1.054 1 Utr 4.0 6.000 19.603 to 150.0 0.0 4.000 0.0 T.41 8.07 0.0157 0.0 10.000 0.157 Vel = 2.97 0.0 8.07 19.760 K Factor = 1.82 T.23 -4.35 0.862 1 Utr 2.0 2.000 9.167 to 150.0 0.0 2.000 0.0 H.3 -4.35 -0.0132 0.0 4.000 -0.053 Vel = 2.39 H.3 9.06 0.862 1 Utr 2.0 9.000 9.114 to 150.0 0.0 2.000 0.0 H.5 4.71 0.0155 0.0 11.000 0.170 K Factor = 3.00 Vel = 2.59 H.5 0.0 0.862 1 Uel 11.0 17.000 9.284 to 150.0 0.0 12.000 0.0 H.12 4.71 0.0154 0.0 29.000 0.447 VeI = 2.59 H.12 0.0 0.862 1 Uel 11.0 4.000 9.731 to 150.0 0.0 12.000 0.0 H.11 4.71 0.0154 0.0 16.000 0.247 Vel = 2.59 H.11 0.0 0.862 1 Utr 2.0 2.000 9.978 to 150.0 0.0 2.000 0.0 T.32 4.71 0.0152 0.0 4.000 0.061 Vel = 2.59 T.32 0.0 0.862 1 Utr 2.0 2.000 10.039 to 150.0 0.0 2.000 0.0 T.34 4.71 0.0155 0.0 4.000 0.062 Vel = 2.59 T.34 0.57 0.862 2Utb 34.0 12.000 10.101 to 150.0 0.0 28.000 3.465 T.35 5.28 0.0190 0.0 40.000 0.762 Vel = 2.90 T.35 -1.23 0.862 1 Utr 2.0 1.000 14.328 to 150.0 0.0 2.000 0.0 T.33 4.05 0.0117 0.0 3.000 0.035 Vel = 2.23 T.33 0.0 0.862 1 Utr 2.0 2.000 14.363 to 150.0 0.0 2.000 0.0 T.31 4.05 0.0118 0.0 4.000 0.047 Vel = 2.23 T.31 1.68 0.862 2Utb 34.0 14.000 14.410 to 150.0 0.0 28.000 3.465 T.45 5.73 0.0222 0.0 42.000 0.932 Vel = 3.15 T.45 -0.33 0.862 1 Utr 2.0 6.000 18.807 to 150.0 0.0 2.000 0.0 H.21 5.4 0.0199 0.0 8.000 0.159 Vel = 2.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services Page 8 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 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.21 0.0 0.862 1 Uel 11.0 6.000 18.966 to 150.0 1 Utb 17.0 26.000 0.0 T.42 5.4 0.0199 0.0 32.000 0.637 Vel = 2.97 0.0 5.40 19.603 K Factor = 1.22 T.30 0.57 0.862 1 Utr 2.0 2.000 10.088 to 150.0 0.0 2.000 0.0 T.29 0.57 0.0002 0.0 4.000 0.001 Vel = 0.31 T.29 0.0 0.862 1 Utr 2.0 8.000 10.089 to 150.0 0.0 2.000 0.0 H.13 0.57 0.0003 0.0 10.000 0.003 Vel = 0.31 H.13 0.0 0.862 0.0 12.000 10.092 to 150.0 0.0 0.0 0.0 H.14 0.57 0.0003 0.0 12.000 0.004 Vel = 0.31 H.14 0.0 0.862 1 UeI 11.0 5.000 10.096 to 150.0 0.0 12.000 0.0 T.34 0.57 0.0003 0.0 17.000 0.005 Vel = 0.31 0.0 0.57 10.101 K Factor = 0.18 T.25 2.37 0.862 1 Utr 2.0 3.000 14.306 to 150.0 0.0 2.000 0.0 T.28 2.37 0.0044 0.0 5.000 0.022 Vel = 1.30 T.28 -0.69 0.862 1 UeI 11.0 3.000 14.328 to 150.0 0.0 12.000 0.0 H.8 1.68 0.0023 0.0 15.000 0.034 Vel = 0.92 H.8 0.0 0.862 1 UeI 11.0 4.000 14.362 to 150.0 0.0 12.000 0.0 H.9 1.68 0.0022 0.0 16.000 0.036 Vel = 0.92 H.9 0.0 0.862 1 Utr 2.0 3.000 14.398 to 150.0 0.0 2.000 0.0 T.31 1.68 0.0024 0.0 5.000 0.012 Vel = 0.92 0.0 1.68 14.410 K Factor = 0.44 T.28 0.69 0.862 2Utb 34.0 10.000 14.328 to 150.0 0.0 28.000 0.0 T.27 0.69 0.0004 0.0 38.000 0.017 Vel = 0.38 T.27 0.54 0.862 1 Utr 2.0 12.000 14.345 to 150.0 0.0 2.000 0.0 H.1 1.23 0.0013 0.0 14.000 0.018 Vel = 0.68 H.1 0.0 0.862 2UeI 22.0 10.000 14.363 to 150.0 0.0 24.000 0.0 H.2 1.23 0.0013 0.0 34.000 0.043 Vel = 0.68 H.2 0.0 0.862 1 Utr 2.0 4.000 14.406 to 150.0 0.0 2.000 0.0 T.24 1.23 0.0013 0.0 6.000 0.008 Vel = 0.68 0.0 1.23 14.414 K Factor = 0.32 T.35 1.22 0.862 1 UeI 11.0 7.000 14.328 to 150.0 0.0 12.000 0.0 H.17 1.22 0.0013 0.0 19.000 0.024 Vel = 0.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 9 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014 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.17 0.0 0.862 0.0 4.000 14.352 to 150.0 0.0 0.0 0.0 H.16 1.22 0.0015 0.0 4.000 0.006 Vel = 0.67 H.16 to H.15 0.0 1.22 0.862 150.0 0.0012 1 Utr 2.0 0.0 0.0 10.000 2.000 12.000 14.358 0.0 0.015 Vel = 0.67 H.15 to T.37 T.36 to H.7 0.0 1.22 0.0 1.22 0.54 0.54 0.862 150.0 0.0012 1 Utr 2.0 0.0 0.0 7.000 2.000 9.000 14.373 0.0 0.011 Vel = 0.67 14.384 K Factor = 0.32 0.862 150.0 0.0003 1 Utr 2.0 0.0 0.0 7.000 2.000 9.000 14.337 0.0 0.003 Vel = 0.30 H.7 to T.27 T.45 to H.22 0.0 0.54 0.0 0.54 0.33 0.33 0.862 150.0 0.0003 1Uel 11.0 0.0 0.0 5.000 12.000 17.000 14.340 0.0 0.005 Vel = 0.30 0.862 150.0 0.0001 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 14.345 18.807 0.0 0.001 K Factor = 0.14 Vel = 0.18 H.22 to T.44 T.38 to H.19 0.0 0.33 0.0 0.33 3.69 3.69 0.862 150.0 0.0 0.0 0.0 0.0 2.000 0.0 2.000 18.808 0.0 0.0 Vel = 0.18 18.808 K Factor = 0.08 0.862 150.0 0.0097 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 19.517 0.0 0.029 Vel = 2.03 H.19 to H.18 0.0 3.69 0.862 150.0 0.0098 1 UeI 11.0 1 Utr 2.0 0.0 9.000 14.000 23.000 19.546 0.0 0.226 Vel = 2.03 H.18 to T.40 0.0 3.69 0.862 150.0 0.0098 1 Utb 17.0 0.0 0.0 8.000 14.000 22.000 19.772 0.0 0.216 Vel = 2.03 0.0 3.69 19.988 K Factor = 0.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UMMLY: 5fA11C P51: 60 PF5lI2UAL P5I: 55 FLOW GPM: 500 20' OF 1-1/ 4" AQUAPFX FPOM TNF CPL -TO 5,1 n 50' OF 1-1/ 4" POLY FPOM TNF MFTFP-i 5/ 8" MF1 15' OF 1" COPPFP FPOM 1NF 511'.FFf CPL N,f,5. I HFA12 2 NEAR M05f NYI2PAULICALLY PFMOTF HFAI75 HEAR # GPM FPF55U1PF IQ' 12 Af 5fPFFf 1-1,12 15 47,18 1-1.4 & 1-1,5 18 52.2 0 TC -0-12 4 FC/19-16 PFLIP 13LF Model PFC501T6-0 Concealed Pendent Sprinkler 6 K 155r, ,/ 8" Orifice, Maximum Spacing 14'x14' Sprinkler head demand: 10 qpm @ 11,11 PFLIAOLF Model PFC'01?C50 Concealed Pendent Sprinkler - - - 2 K- i, 155F l , 5/ 8" Orifice, Maximum Spacing 12'x12' Sprinkler head demand: 9 qpm @ 9 PFLIK3LF Model PFC49PFC49 Concealed Pendent. Sprinkler- K- 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 15 qpm @ 7,04 1115 SUGGF51W LAYOUT 15 6A5F12 UPON INFOPMATION PPOVIl2Fn 13Y O1HFP5, CHANGES N CON511?UC11ON OP FIFL2 CON121110N5 MAY OCCUP WHICH MAY PFQUIPF CHANGES f0 TNF LAYOUT, If 1511-1F I SFON51F31LITY OP TNF INSTALLFP IV NOTIFY AFX 12F5IGN SFPVICF5 OP SUCH CNANGF5, CONCI:ALFP AnA9.1 1: FI1111NG MOUN11NG nMIL i NEPA Ian 1"A13I,7,5,5,3 NAPA Ian 005;1" SpR'INC,N' R�QUIt MFN1"5 n151ANC�5 ��OM NA1 SOU�CFS N.r,S. 8.6,5 ANP SPFINKLF PANMIE5 THAI (1) TIS AMA (2) 11 LEAST (5) TI -E WALLS LIMITEf7-COM9U5fl TYPES OF PULING 4'-i" S SHALL Nor MEET ALL OF TIS SPACE I7IMEIJSIOIJ ANP CEILINGS LE MAiEPIA1-5 CONSTPUC110N, Nrs It t?EQJIF17 IN CLOT1 OF TIS FOLLOWING CONnli10N5: POEs NOr FXCEEP 24 170E5 NorEXCEEt7 3 AM SUPFACEf7TN WI AS f7EFINEP IN Q -b 5 CLOSETS, LINEN CL05f5, FP (2.2 M2) , Ff (0,9 M) , NONC 6 OM u511C31 E OR NEPA 220, 51-ANPAPP ON 4 -O° SCALE: 1/ 4 - l'-0" —� NOAH FAKMAN CHECKED EY: San OPPINM TEMP IN. INTEf?MEPIATE TEMP IN. -TEENEAT r�o x EP' 5If7E OF FIPEPLACE 56" 12" MINIMUM cUrLENGIN or Firs N/2", MAXIMUM curl LENGTH or ply 12", HOW OF FII PLACE 60" 56" WOOP [3UPNING STOVE 42" 12" KIrCIJEN I'AtJGE 18" g" WALL OVEN 18" 9" VRTEX FK HOr A1P FLUES 18" 9" 91NYIER AnAPn� UNIIJSULATEf7 VIf7UCr5 18" 9" aUNINSULAtW 'I 1 NOr WAT FP PIPES 12" 6" I OF Nor All' C7IFFUSEf? SIM24" 12"� • FPONr OF Nor AR P1FFU5EP 56" 18" _ CLO 12.6 SQ, Ff N • �o 25.8 SQ. Fr o K, `` CLO 12 SQ. Fr FIELC? VEkIFY FINISNEW HOr WAT1;l? 1-ATEI: 6" 5" FUC IJACE 6�� 5.. •� CEILING MAT1;t?IAL T"0 PMMINE MOUNTING WIGHT- P1MEN5101J OW -250W Lair FIXTUM 6" 5" ♦ SPPINUP PEQUIMt7 SPPINKLEP PEQUIMt7 SPPINKLFF NOr MQUIP,Ef7 290W -499W Half riga 12" b" • sr I/ 411_1'_QII LOO 0 \O';; I -I/ G11 AQUAX rrOM 5.1 1'0 N' AI \ 5 I \ KI-; P LOOP !z� 5CO\b \0O I/ 41111,011 COLO/ LINFTYIT LFGFNI2 F3LUF LINES- FFF12 TO FIXTU1 5 (13Ah, SHOWFP, FTC.) 13LACK LINES- 5FPINKLFP HFA1 fO 5PPINKLFP HFA12, - I/ 2" PK SIZE I - 1" PH SIZE - I-1/ 4" PIPE 5IZF \0',5. IF A PIN 15 3NN6 IN51AIFb, NO MOI? THAN AN 81951 Fi55UM 210E A1" 26 GPM 15 I?QUI1a3, A I" A1OL1,O 361,E Of? 56HLF 5;I?I;5 PIN 15 FFCOMMFNnn, VK -I84-200 MMY UflIGH1" MU5f 13 IN51'Ala) IN Afl1C IF FUI2NAa 15 LOCA 9 Ot? F -L -OCA' -2 IN Ar11C, CA-CULA11O1\5 HAV; A3 QUA'; 5AF Y ¶0 5UPPOt?1" 1"-L A122I11O1\A, �11'11NGf Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City Fj,72 ndards. Acceptance is subject to errors and rrnissions which do not authorize violations of adopted -t_ rndards and ordirances. The responsibility for the adequacy of desigr Sts totally with the designer. Additions, 'sei= tio; : :.visions to tees€ drawings after :I i= date will void tr•,: ::acceptance and will require a ;.;submittal of s draw€nqs for subsequent approval. ( --.real acceptai-ice :sSLiojeci. to field test and inspection by t ri a 4 H.lG^� f jjE the Tukwila F1,F,Pi-e endo-, Bureau. LOO —1_1KINII.A.FIRE r;r�PA17-NT ::.1..:;;;---:::75-1-407 and Ji !siiia s S2 L= a'z3i t O. and exal . su s for shut- down hutdown or refWf �,i'J1 &pproV L .100 I/ 4", F1F5M I\KLF l0731 47th FI W Mukilteo, WA 98275 PN: 425-49,-9680 FAX: 425-495-9717 5ALF5 PEP: PF5l12 NTlAL FIFF FPOTFCTION 5Y5TFM 1113E TYFF: I/ 2" TO I -I / 2" AQUAFFX SFPINKfI INFOPMA110N # OF HFA15 THIS 5NFFf - # OF NFA125 TH15 J013 - 51-A11C PPF55UPF 15- PILIM, & CONSf, 8-5-2015 0 A rrOJFCf #: 150805-02 COMPANY: CONfACf: MIKE OVFPr3FCK CONfACf PHONE #: 206-787-0259 SCALE: 1/ 4 - l'-0" I2F5IGNF1713Y: NOAH FAKMAN CHECKED EY: 0