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PP - 2919 S 135TH ST - AMERICAN PRESTIGE HOMES - PERMITS AND PLANS
2919 S 135TH ST ASSOCIATED PERMITS 16-5-011 D15-0279 446"Wt4v .217 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** Site Address: 21 q, 1 l) 5.144;111a Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: GiroJ e Mailing Address: j King Co. Assessor's Tax No.: Suite Number: Floor: 're;o4- c0 CONTACT PERSON -if there are questions about the submittal. Name: "6) Company Name: /21— l (ji ` 92/6\J Mailing Address: / D 73 / PL L42� E-mail Address: City Day Telephone: DA i4� State Zip �Lti; -QW) 025> 1yic..— 4 -R (14 Pr 275 City State Zip Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 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. BUILDING OW Signature: THORIZED AGENT: Print Name: t Day Telephone: Date: tl (1(-4-/ 14 T'g>92 -457/5- Plan 7 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit :1S' -- 02-19 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: y..,e,Type _S Sprinklers: Fire Alarm: of Inspection: fiiViki Address: Suite #: 2`% / 1 S , -Cys 13S* Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,*-,w-/ —Pis ,Q-�l /wok — 4,106.0i I AQP Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: m3 Date: 4//4 // 4 Hrs.: /, tj $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 o 2:761 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of I spe ion: f , Address: Suite #: -7-9 ‘9 S. (, Contact Person: Special Instructions: IST' Fl oor ' 2 .--...saer+._ 1 6' 41 off- 'AO Phone No.: --� ivy cirrro- wiy- ii N 6fre- Approved per pplic codes. Co ections required prior to appy a C . Sprinklers: Fire Alarm: Hood & Duct: / Piss Pre -Fire: ,?S-- a,..as --- Occupancy Type: 67:v/4-1 — /1/em jc.f ll AI/a-eery - i IST' Fl oor ' 2 .--...saer+._ 1 6' 41 off- 'AO () 8)09Cs --� ivy cirrro- wiy- ii N 6fre- 5� l� 4 4u/ '7)0 cova/AL a 14)ci 4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectd /f.3 Date: 6 Ii G /I L Hrs.: / . Ci $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 7/.s ©a7? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Ty of Inspe ion: Hood & Duct: Address: a, ) 9 Suite #: S / 33--1-2_5.1, Contact Person: Special Instructions: Phone No.: Approved per applicable codes. -Corrections required prior to approval. COMMENTS: Needs Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: N Nb „root-ov tt, SPr,iU*L-ft- elfkr... w rc 6, gi,- , 6 , /1 Orcv ? E5CC.—, 5 TA -A I,p CsP 3 , s,,ok..a_ Defect. -mss c .2r- r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a Date: 47/7/ (//‘ 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Project: �� /c �3� Type of Inspection: 2 SP814 Address: Ill Suite #: ?i9//! S. /,3c 5r Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Yucie, 4•4/1-- ode, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7‘.__ t*11 Date: Z/i 7//4 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 M. RECEIVED FEB 10 2016 TUKWILA FIRE A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Drawing Location : 2919 S.135TH TUKWILA WA Remote Area : Contract : 160104-04 Data File : 160104-04 American Prestige Homes REV1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - AMERICAN PRESTIGE HOMES REV1 Location - TUKWILA WA Building - System No. - Contractor - B&R PLUMBING Contract No. - 160104-04 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 01-04-2016 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling 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 System Type Psi (X) Wet ( ) Dry x 16 ( ) Deluge ( ) PreAction 0 Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 116 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Summary C -Factor Used: Psi Required 49.28 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 90 Elev. R Residual (Psi) - 85 Other Flow (Gpm) - 300 S Elevation - 100 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 A-PEX Design Services, Inc. -EP AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Page 2 Date 2/9/2016 City Water Supply: Demand: C1 - Static Pressure : 90 D1- Elevation : 6.930 C2 - Residual Pressure: 85 D2- System Flow : 13.001 C2 - Residual Flow : 300 D2- System Pressure : 49.280 Hose ( Demand ) D3 - System Demand : 13.001 Salety Margin : 40.705 150 140 130 p 120 R 110 E 100 C1 G S 90 C2 80 S - U 70 R60 ' D2 E 50 0 40 30 20 10 -- D1 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services, Inc. -EP Page 3 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 Fitting Legend Abbrev. Name C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr ` Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.985 13.0 49.28 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 116.0 H.9 116.0 H.8 116.0 H.6 116.0 T.44 116.0 H.17 116.0 T.48 116.0 T.45 116.0 T.38 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.37 116.0 T.36 116.0 H.1 116.0 H.7 116.0 H.16 116.0 T.47 116.0 H.21 116.0 T.46 116.0 T.42 108.0 T.41 108.0 T.40 108.0 T.39 108.0 H.28 116.0 H.32 116.0 T.51 116.0 T.49 108.0 H.14 108.0 T.43 108.0 H.12 108.0 H.4 108.0 H.3 108.0 H.2 108.0 T.35 108.0 T.34 108.0 H.10 108.0 H.30 116.0 H.31 116.0 T.50 116.0 4.9 7.04 7.29 7.62 8.03 8.3 8.41 8.52 8.75 12.61 14.67 23.84 33.98 34.33 49.28 7.15 7.33 7.5 8.1 8.38 8.47 8.67 8.75 12.53 12.54 12.55 12.57 8.56 8.68 8.71 12.43 12.44 12.46 12.47 12.49 12.5 12.52 12.53 12.54 12.56 8.6 8.68 8.72 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 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.27 H.26 H.29 H.20 H.19 H.18 H.25 H.24 H.13 H.5 H.22 H.23 116.0 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 8.71 8.72 8.72 8.75 8.75 8.75 12.44 12.47 12.49 12.54 12.54 12.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 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 6.43 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 H.9 6.43 0.0274 0.0 9.000 0247 H.9 0.0 0.862 0.0 12.000 7.287 to 150.0 0.0 0.0 0.0 H.8 6.43 0.0275 0.0 12.000 0.330 K Factor = 4.90 Vel = 3.53 Vel = 3.53 H.8 0.0 0.862 Utr 2.0 13.000 7.617 to 150.0 0.0 2.000 0.0 H.6 6.43 0.0275 0.0 15.000 0.412 H.6 0.0 0.862 Utr 2.0 8.000 8.029 to 150.0 0.0 2.000 0.0 T.44 6.43 0.0274 0.0 10.000 0.274 T.44 0.0 0.862 Utr 2.0 2.000 8.303 to 150.0 0.0 2.000 0.0 H.17 6.43 0.0275 0.0 4.000 0.110 H.17 0.0 0.862 Utr 2.0 2.000 8.413 to 150.0 0.0 2.000 0.0 T.48 6.43 0.0275 0.0 4.000 0.110 T.48 -2.99 0.862 Utb 17.0 12.000 8.523 to 150.0 0.0 14.000 0.0 T.45 3.44 0.0087 0.0 26.000 _ 0225 T.45 0.17 0.862 2Utb 34.0 14.000 8.748 to 150.0 0.0 28.000 3.465 T.38 3.61 0.0094 0.0 42.000 0.396 T.38 9.39 1.244 T 3.443 16.000 12.609 to 150.0 0.0 3.443 1.732 S.1 13.0 0.0169 0.0 19.443 0.329 Vel = 3.53 Vel = 3.53 Vel =_3.53 Vel = 3.53 Vel = 1.89 Vel = 1.98 Vel = 3.43 S.1 0.0 1.244 E 1.721 20.000 14.670 to 150.0 T 3.443 5.594 8.732 PRV 13.0 0.0170 G 0.43 25.594 0.434 * * Fixed Loss = 7 Vel = 3.43 PRV 0.0 1.244 2E 3.443 5.000 23.836 to 150.0 0.0 3.443 10.000 CPL 13.0 0.0169 0.0 8.443 0.143 * * Fixed Loss = 10 Vel = 3.43 CPL 0.0 1.61 2E 12.089 60.000 33.979 to 150.0 C 1.511 13.600 0.0 MTR 13.0 0.0048 0.0 73.600 0.355 MTR 0.0 0.785 2E 4.773 20.000 34.334 to 150.0 0.0 4.773 11.000 STR 13.0 0.1593 0.0 2.4.773 3.946 0.0 13.00 49.280 Vel = 2.05 * * Fixed Loss = 11 Vel = 8.62 K Factor = 1.85 H.11 6.57 0.862 0.0 4.000 7.040 to 150.0 0.0 0.0 0.0 T.37 6.57 0.0285 _ 0.0 4.000 0.114 T.37 0.0 0.862 Utr 2.0 4.000 7.154 to 150.0 0.0 2.000 0.0 T.36 6.57 0.0287 0.0 6.000 _ 0.172 T.36 0.0 0.862 Utr 2.0 4.000 7.326 to 150.0 0.0 2.000 0.0 H.1 6.57 0.0285 0.0 6.000 0.171 Vel = 3.61 Vel = 3.61 Vel = 3.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 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.1 to H.7 H.7 to H.16 0.0 6.57 0.0 6.57 0.862 150.0 0.0286 0.862 150.0 0.0286 Utr 2.0 19.000 0.0 2.000 0.0 21.000 Utr 2.0 8.000 0.0 2.000 0.0 10.000 7.497 0.0 0.600 8.097 0.0 0.286 Vel= 3.61 Vel = 3.61 H.16 to T.47 0.0 6.57 0.862 150.0 0.0287 Utr 2.0 0.0 0.0 1.000 2.000 3.000 8.383 0.0 0.086 Vel = 3.61 T.47 to H.21 H.21 to T.46 T.46 to T.42 T.42 to T.41 T.41 to T.40 T.40 to T.39 T.39 to T.38 -3.12 3.45 0.0 3.45 -0.16 3.29 1.63 4.92 T.47 to H.28 0.18 5.1 3.23 8.33 1.06 9.39 0.0 9.39 3.12 3.12 0.862 150.0 0.0087 0.862 150.0 0.0087_ 0.862 150.0 0.0079 1.244 150.0 0.0030 1.244 150.0 0.0030 1.244 150.0 0.0073 1.244 150.0 0.0092 Utb 17.0 0.0 0.0 Utr 2.0 0.0 0.0 Utb 17.0 Utr 2.0 0.0 0.0 0.0 0.0 Utr 2.0 0.0 0.0 0.0 0.0 0.0 Utr 2.0 0.0 0.0 9.000 14.000 23.000 7.000 2.000 9.000 24.000 16.000 40.000 3.000 0.0 3.000 2.000 2.000 4.000 3.000 0.0 3.000 2.000 2.000 4.000 8.469 0.0 0.200 8.669 0.0 0.078 8.747 3.465 0.317 12.529 0.0 0.009 12.538 0.0 0.012 12.550 0.0 0.022 12.572 0.0 0.037 Vel = 1.90 Vel = 1.90 Vel = 1.81 Vel = 1.30 Vel = 1.35 Vel = 2.20 Vel = 2.48 12.609 K Factor = 2.64 H.28 to H.32 H.32 to T.51 T.51 to T.49 0.0 3.12 0.0 3.12 0.862 150.0 0.0072 0.862 150.0 0.0072 0.862 150.0 0.0070 Utr 2.0 0.0 0.0 Utr 2.0 0.0 0.0 11.000 2.000 13.000 8.469 0.0 0.093 Vel = 1.72 15.000 2.000 17.000 8.562 0.0 0.123 Vel = 1.72 0.0 0.0 0.0 4.000 0.0 4.000 8.685 0.0 0.028 Vel = 1.72 -0.25 2.87 0.862 150.0 0.0062 2Utb 34.0 0.0 0.0 13.000 28.000 41.000 8.713 3.465 0.253 Vel = 1.58 T.49 to H.14 H.14 to T.43 -1.63 1.24 0.0 1.24 0.862 150.0 0.0013 0.862 150.0 0.0013 Utr 2.0 0.0 0.0 Utr 2.0 0.0 0.0 7.000 2.000 9.000 8.000 2.000 10.000 12.431 0.0 0.012 12.443 0.0 0.013 Vel = 0.68 Vel = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.43 0.0 0.862 Utr 2.0 10.000 12.456 to 150.0 0.0 2.000 0.0 H.12 1.24 0.0013 0.0 12.000 0.016 H.12 0.0 0.862 Utr 2.0 10.000 12.472 to 150.0 0.0 2.000 0.0 H.4 1.24 0.0012 0.0 12.000 0.015 H.4 0.0 0.862 Utr 2.0 12.000 12.487 to 150.0 0.0 2.000 0.0 H.3 1.24 0.0013 0.0 14.000 0.018 Vel = 0.68 Vel = 0.68 Vel = 0.68 H.3 0.0 0.862 0.0 13.000 12.505 to 150.0 0.0 0.0 0.0 H.2 1.24 0.0013 0.0 13.000 0.017 H.2 0.0 0.862 Utr 2.0 5.000 12.522 to 150.0 0.0 2.000 0.0 T.35 1.24 0.0013 0.0 7.000 0.009 T.35 0.0 0.862 0.0 3.000 12.531 to 150.0 0.0 0.0 0.0 T.34 1.24 0.0013 0.0 3.000 0.004 T.34 -0.18 0.862 Utb 17.0 6.000 12.535 to 150.0 Utr 2.0 16.000 0.0 H.10 1.06 0.0010 0.0 22.000 0.021 H.10 0.0 0.862 Utb 17.0 2.000 12.556 to 150.0 0.0 14.000 0.0 T.39 1.06 0.0010 0.0 16.000 0.016 0.0 1.06 12.572 T.48 2.99 0.862 Utr 2.0 9.000 8.523 to 150.0 0.0 2.000 0.0 H.30 2.99 0.0066 0.0 11.000 0.073 H.30 0.0 0.862 0.0 13.000 8.596 to 150.0 0.0 0.0 0.0 H.31 2.99 0.0066 0.0 13.000 0.086 Vel = 0.68 Vel = 0.68 Vel = 0.68 Vel = 0.58 Vel = 0.58 K Factor = 0.30 Vel = 1.64 Vel = 1.64 H.31 0.0 0.862 Utr 2.0 3.000 8.682 to 150.0 0.0 2.000 0.0 T.50 2.99 0.0068 0.0 5.000 0.034 Vel = 1.64 T.50 0.24 0.862 2Utb 34.0 20.000 8.716 to 150.0 0.0 28.000 3.465 T.40 3.23 0.0077 0.0 48.000 0.369 0.0 3.23 Vel = 1.78 12.550 K Factor = 0.91 T.51 0.25 0.862 Utr 2.0 8.000 8.713 to 150.0 0.0 2.000 0.0 H.27 0.25 0.0001 0.0 10.000 0.001 Vel = 0.14 H.27 0.0 0.862 Utr 2.0 12.000 8.714 to 150.0 0.0 2.000 0.0 H.26 0.25 0.0001 0.0 14.000 0.001 Vel = 0.14 H.26 0.0 0.862 Utr 2.0 3.000 8.715 to 150.0 0.0 2.000 0.0 H.29 0.25 0.0 0.0 5.000 0.0 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 AMERICAN PRESTIGE HOMES REV1 - One Head Calculation (H.11) Date 2/9/2016 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.29 0.0 0.862 Utr 2.0 4.000 8.715 to 150.0 0.0 2.000 0.0 T.50 0.25 0.0002 0.0 6.000 0.001 Vel = 0.14 0.0 0.25 8.716 K Factor = 0.08 T.46 0.17 0.862 Utr 2.0 3.000 8.747 to 150.0 0.0 2.000 0.0 H.20 0.17 0.0 _ 0.0 5.000 0.0 _ _ Vel = 0.09 H.20 0.0 0.862 0.0 9.000 8.747 to 150.0 0.0 0.0 0.0 H.19 0.17 0.0 0.0 9.000 0.0 Vel = 0.09 H.19 0.0 0.862 Utr 2.0 8.000 8.747 to 150.0 0.0 2.000 0.0 H.18 0.17 0.0001 0.0 10.000 0.001 Vel = 0.09 H.18 0.0 0.862 Utr 2.0 2.000 8.748 to 150.0 0.0 2.000 0.0 T.45 0.17 0.0 0.0 4.000 0.0 0.0 0.17 Vel = 0.09 8.748 K Factor = 0.06 T.49 1.64 0.862 Utr 2.0 2.000 12.431 to 150.0 0.0 2.000 0.0 H.25 1.64 0.0022 0.0 4.000 0.009 Vel = 0.90 H.25 0.0 0.862 0.0 13.000 12.440 to 150.0 0.0 0.0 0.0 H.24 1.64 0.0022 0.0 13.000 0.028 Vel = 0.90 H.24 0.0 0.862 Utr 2.0 9.000 12.468 to 150.0 0.0 2.000 0.0 H.13 1.64 0.0022 0.0 11.000 0.024 Vel = 0.90 H.13 0.0 0.862 Utb 17.0 1.000 12.492 to 150.0 Utr 2.0 16.000 0.0 T.42 1.64 0.0022 0.0 17.000 0.037 0.0 1.64 Vel = 0.90 12.529 K Factor = 0.46 T.34 0.18 0.862 Utr 2.0 11.000 12.535 to 150.0 0.0 2.000 0.0 H.5 0.18 0.0001 0.0 13.000 0.001 H.5 0.0 0.862 Utr 2.0 19.000 12.536 to 150.0 0.0 2.000 0.0 H.22 _ 0.18 0.0 0.0 21.000 0.0 H.22 0.0 0.862 0.0 13.000 12.536 to 150.0 0.0 0.0 0.0 H.23 0.18 0.0001 0.0 _ 13.000 0.001 H.23 0.0 0.862 Utb 17.0 14.000 12.537 to 150.0 Utr 2.0 16.000 0.0 T.41 0.18 _ 0.0 0.0 30.000 0.001 0.0 0.18 Vel = 0.10 Vel = 0.10 Vel = 0.10 Vel = 0.10 12.538 K Factor = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Drawing Location : 2919 S.135TH TUKWILA WA Remote Area Contract : 160104-04 Data File : 160104-04 American Prestige Homes REV1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - AMERICAN PRESTIGE HOMES REV1 Location - TUKWILA WA Building - Contractor - B&R PLUMBING Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 01-04-2016 System No. - Contract No. - 160104-04 Drawing No. - Non -Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential Y Number of Sprinklers Flowing: ( )1 (X)2 S ( )Other T ( )Specific Ruling E ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Listed Pres D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet - 108 G Note: N Flow at Start Point - 10 at Start Point - 11.11Psi 14 x 14 - 0 Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC30 Feet Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 20.0061 Summary C -Factor Used: Psi Required 57.15 At Ref Pt STA Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 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 A-PEX Design Services, Inc. -EP AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Page 2 Date 2/9/2016 City Water Supply: Demand: C1 - Static Pressure : 90 D1 - Elevation : 3.465 C2 - Residual Pressure: 85 D2 - System Flow : 20.006 C2 - Residual Flow : 300 D2 - System Pressure : 57.147 Hose ( Demand ) D3 - System Demand : 20.006 Safety Margin : 32.820 150 140 130 P 120 R 110 E 100 C1 s 90 C2 80 – S U 70 n7 R 60 E 50 40 30 20 10 D1..—... . ... ...., .. . . . . . . . . . . . . . . . . 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services, Inc. -EP Page 3 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 Fitting Legend Abbrev. Name C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr • Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.967 20.01 57.147 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 108.0 H.12 108.0 T.43 108.0 H.14 108.0 T.49 108.0 T.51 116.0 H.27 116.0 H.26 116.0 H.29 116.0 T.50 116.0 T.40 108.0 T.39 108.0 T.38 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.3 108.0 H.2 108.0 T.35 108.0 T.34 108.0 H.10 108.0 H.5 108.0 H.22 108.0 H.23 108.0 T.41 108.0 H.25 108.0 H.24 108.0 H.13 108.0 T.42 108.0 H.32 116.0 H.28 116.0 T.47 116.0 H.21 116.0 T.46 116.0 H.16 116.0 H.7 116.0 H.1 116.0 T.36 116.0 T.37 116.0 H.11 116.0 3 3 11.11 11.71 12.3 12.8 13.24 10.29 10.33 10.38 10.4 10.42 13.97 14.01 14.13 16.59 26.28 36.6 37.39 57.15 11.13 12.11 12.65 12.87 13.53 13.05 13.34 13.52 13.93 13.3 13.5 13.67 13.92 10.3 10.36 10.4 10.44 10.45 10.4 10.41 10.41 10.42 10.42 10.42 10.0 10.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 H.8 H.6 T.44 H.17 T.48 T.45 H.31 H.30 H.20 H.19 H.18 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 10.42 10.43 10.43 10.44 10.44 10.44 10.48 10.43 10.43 10.46 10.47 10.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 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 8.86 0.862 Utr 2.0 10.000 11.110 to 150.0 0.0 2.000 0.0 H.12 8.86 0.0497 0.0 12.000 0.596 H.12 0.0 0.862 Utr 2.0 10.000 11.706 to 150.0 0.0 2.000 0.0 T.43 8.86 0.0497 0.0 12.000 0.596 K Factor = 3.00 Vel = 4.87 Vel = 4.87 T.43 0.0 0.862 Utr 2.0 8.000 12.302 to 150.0 0.0 2.000 0.0 H.14 8.86 0.0496 0.0 10.000 0.496 Vel = 4.87 H.14 0.0 0.862 Utr 2.0 7.000 12.798 to 150.0 0.0 2.000 0.0 T.49 8.86 0.0497 0.0 9.000 0.447 Vel = 4.87 T.49 -4.66 0.862 2Utb 34.0 13.000 13.245 to 150.0 0.0 28.000 -3.465 T.51 4.2 0.0125 0.0 41.000 0.512 T.51 -2.01 0.862 Utr 2.0 8.000 10.292 to 150.0 0.0 2.000 0.0 H.27 2.19 0.0038 0.0 10.000 0.038 H.27 0.0 0.862 Utr 2.0 12.000 10.330 to 150.0 0.0 2.000 0.0 H.26 2.19 0.0037 0.0 _ 14.000 0.052 H.26 0.0 0.862 Utr 2.0 3.000 10.382 to 150.0 0.0 2.000 0.0 H.29 2.19 0.0038 0.0 5.000 0.019 H.29 0.0 0.862 Utr 2.0 4.000 10.401 to 150.0 0.0 2.000 0.0 T.50 2.19 0.0037 0.0 6.000 0.022 Vel = 2.31 Vel = 1.20 Vel = 1.20 Vel = 1.20 Vel = 1.20 T.50 -0.75 0.862 2Utb 34.0 20.000 10.423 to 150.0 0.0 28.000 3.465 T.40 1.44 0.0017 0.0 48.000 0.083 Vel = 0.79 T.40 9.46 1.244 0.0 3.000 13.971 to 150.0 0.0 0.0 0.0 T.39 10.9 0.0120 0.0 3.000 0.036 Vel = 2.88 T.39 6.73 1.244 Utr 2.0 2.000 14.007 to 150.0 0.0 2.000 0.0 T.38 17.63 0.0298 0.0 4.000 0.119 Vel = 4.65 T.38 2.38 1.244 T 3.443 16.000 14.126 to 150.0 0.0 3.443 1.732 S.1 20.01 _ 0.0376 0.0 19.443 0.731 Vel = 5.28 S.1 0.0 1.244 E 1.721 20.000 16.589 to 150.0 T 3.443 5.594 8.732 * * Fixed Loss = 7 PRV 20.01 0.0376 G 0.43 25.594 0.962 Vel = 5.28 PRV 0.0 1.244 2E 3.443 5.000 26.283 to 150.0 0.0 3.443 10.000 * * Fixed Loss = 10 CPL 20.01 0.0375 0.0 8.443 0.317 Vel = 5.28 _ CPL 0.0 1.61 2E 12.089 60.000 36.600 to 150.0 C 1.511 13.600 0.0 MTR 20.01 0.0107 0.0 73.600 0.787 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** MTR 0.0 0.785 2E 4.773 20.000 37.387 to 150.0 0.0 4.773 11.000 STR 20.01 0.3536 0.0 24.773 8.760 0.0 20.01 * * Fixed Loss = 11 Vel = 13.26 57.147 K Factor = 2.65 H.4 1.14 0.862 Utr 2.0 12.000 11.110 to 150.0 0.0 2.000 0.0 H.3 1.14 0.0011 0.0 14.000 0.016 H.3 10.01 0.862 0.0 13.000 11.126 to 150.0 0.0 0.0 0.0 H.2 11.15 0.0760 0.0 13.000 0.988 H.2 0.0 0.862 Utr 2.0 5.000 12.114 to 150.0 0.0 2.000 0.0 T.35 11.15 0.0760 0.0 7.000 0.532 T.35 0.0 0.862 0.0 3.000 12.646 to 150.0 0.0 0.0 0.0 T.34 11.15 0.0760 0.0 3.000 0.228 Vel = 0.63_ K Factor = 3.00 Vel = 6.13 Vel = 6.13 Vel = 6.13 T.34 -4.43 0.862 Utb 17.0 6.000 12.874 to 150.0 Utr 2.0 16.000 0.0 H.10 6.72 0.0298 0.0 22.000 0.656 H.10 0.0 0.862 Utb 17.0 2.000 13.530 to 150.0 0.0 14.000 0.0 T.39 6.72 0.0298 0.0 16.0.00 0.477 0.0 6.72 14.007 T.34 4.42 0.862 Utr 2.0 11.000 12.874 to 150.0 0.0 2.000 0.0 H.5 4.42 0.0138 0.0 13.000 0.179 H.5 0.0 0.862 Utr 2.0 19.000 13.053 to 150.0 0.0 2.000 0.0 H.22 4.42 0.0138 0.0 21.000 0.289 Vel = 3.69 Vel = 3.69 K Factor = 1.80 Vel = 2.43 Vel = 2.43 H.22 0.0 0.862 0.0 13.000 13.342 to 150.0 0.0 0.0 0.0 H.23 4.42 0.0137 0.0 13.000 0.178 H.23 0.0 0.862 Utb 17.0 14.000 13.520 to 150.0 Utr 2.0 16.000 0.0 T.41 4.42 0.0138 0.0 30.000 0.413 T.41 5.05 1.244 Utr 2.0 2.000 13.933 to 150.0 0.0 2.000 0.0 T.40 9.47 0.0095 0.0 4.000 0.038 Vel = 2.43 Vel = 2.43 Vel = 2.50 0.0 9.47 13.971 K Factor = 2.53 T.49 4.66 0.862 Utr 2.0 2.000 13.245 to 150.0 0.0 2.000 0.0 H.25 4.66 0.0150 0.0 4.000 0.060 Vel = 2.56 H.25 0.0 0.862 0.0 13.000 13.305 to 150.0 0.0 0.0 0.0 H.24 4.66 0.0152 0.0 13.000 0.197 Vel = 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 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 9.000 13.502 to 150.0 0.0 2.000 0.0 H.13 4.66 0.0151 0.0 11.000 0.166 H.13 0.0 0.862 Utb 17.0 1.000 13.668 to 150.0 Utr 2.0 16.000 0.0 T.42 4.66 0.0151 0.0 17.000 0.256 T.42 0.38 1.244 0.0 3.000 13.924 to 150.0 0.0 0.0 0.0 T.41 5.04 0.0030 0.0 3.000 0.009 Vel = 2.56 Vel = 2.56 Vel = 1.33 0.0 5.04 13.933 K Factor = 1.35 T.51 2.01 0.862 0.0 4.000 10.292 to 150.0 0.0 0.0 0.0 H.32 2.01 0.0032 0.0 4.000 0.013 H.32 0.0 0.862 Utr 2.0 15.000 10.305 to 150.0 0.0 2.000 0.0 H.28 2.01 0.0032 0.0 17.000 0.055 Vel = 1.11 Vel = 1.11 H.28 0.0 0.862 Utr 2.0 11.000 10.360 to 150.0 0.0 2.000 0.0 T.47 2.01 0.0032 0.0 13.000 0.041 T.47 -0.61 0.862 Utb 17.0 9.000 10.401 to 150.0 0.0 14.000 0.0 H.21 1.4 0.0017 0.0 23.000 0.038 H.21 0.0 0.862 Utr 2.0 7.000 10.439 to 150.0 0.0 2.000 0.0 T.46 1.4 0.0017 0.0 9.000 0.015 T.46 -1.01 0.862 Utb 17.0 24.000 10.454 to 150.0 Utr 2.0 16.000 3.465 T.42 0.39 0.0001 0.0 40.000 0.005 0.0 0.39 _ 13.924 T.47 0.61 0.862 Utr 2.0 1.000 10.401 to 150.0 0.0 2.000 0.0 H.16 0.61 0.0003 0.0 3.000 0.001 H.16 0.0 0.862 Utr 2.0 8.000 10.402 to 150.0 0.0 2.000 0.0 H.7 0.61 0.0004 0.0 10.000 0.004 H.7 0.0 0.862 Utr 2.0 19.000 10.406 to 150.0 0.0 2.000 0.0 H.1 0.61 0.0003 0.0 21.000 0.007 Vel = 1.11 Vel = 0.77 Vel = 0.77 Vel = 0.21 K Factor = 0.10 Vel = 0.34 Vel = 0.34 Vel = 0.34 H.1 0.0 0.862 Utr 2.0 4.000 10.413 to 150.0 0.0 2.000 0.0 T.36 0.61 0.0003 0.0 6.000 0.002 Vel = 0.34 T.36 0.0 0.862 Utr 2.0 4.000 10.415 to 150.0 0.0 2.000 0.0 T.37 0.61 0.0005 0.0 6.000 0.003 Vel = 0.34 T.37 0.0 0.862 0.0 4.000 10.418 to 150.0 0.0 0.0 0.0 H.11 0.61 0.0002 0.0 4.000 0.001 Vel = 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 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 0.0 0.862 Utr 2.0 7.000 10.419 to 150.0 0.0 2.000 0.0 H.9 0.61 0.0003 0.0 9.000 0.003 H.9 0.0 0.862 0.0 12.000 10.422 to 150.0 0.0 0.0 0.0 H.8 0.61 0.0003 0.0 12.000 0.004 Vel = 0.34 Vel = 0.34 H.8 0.0 0.862 Utr 2.0 13.000 10.426 to 150.0 0.0 2.000 0.0 H.6 0.61 0.0004 0.0 15.000 0.006 Vel = 0.34 H.6 0.0 0.862 Utr 2.0 8.000 10.432 to 150.0 0.0 2.000 0.0 T.44 0.61 0.0003 0.0 10.000 0.003 T.44 0.0 0.862 Utr 2.0 2.000 10.435 to 150.0 0.0 2.000 0.0 H.17 0.61 0.0005 0.0 4.000 0.002 H.17 0.0 0.862 Utr 2.0 2.000 10.437 to 150.0 0.0 2.000 0.0 T.48 0.61 _ 0.0002 0.0 4.000 0.001 T.48 0.75 0.862 Utb 17.0 12.000 10.438 to 150.0 0.0 14.000 0.0 T.45 1.36 0.0016 0.0 26.000 0.041 T.45 1.02 0.862 2Utb 34.0 14.000 10.479 to 150.0 0.0 28.000 3.465 T.38 2.38 0.0043 0.0 42.000 0.182 0.0 2.38 14.126 T.50 0.75 0.862 Utr 2.0 3.000 10.423 to 150.0 0.0 2.000 0.0 H.31 0.75 0.0006 0.0 5.000 _ 0.003 H.31 0.0 0.862 0.0 13.000 10.426 to 150.0 0.0 0.0 0.0 H.30 0.75 0.0005 0.0 13.000 0.006 H.30 0.0 0.862 Utr 2.0 9.000 10.432 to 150.0 0.0 2.000 0.0 T.48 0.75 0.0005 0.0 11.000 0.006 Vel = 0.34 Vel = 0.34 Vel = 0.34 Vel = 0.75 Vel = 1.31 K Factor = 0.63 Vel = 0.41 Vel = 0.41 Vel = 0.41 0.0 0.75 10.438 T.46 1.01 0.862 Utr 2.0 3.000 10.454 to 150.0 0.0 2.000 0.0 H.20 1.01 0.0008 0.0 5.000 0.004 K Factor = 0.23 Vel = 0.56 H.20 0.0 0.862 0.0 9.000 10.458 to 150.0 0.0 0.0 0.0 H.19 1.01 0.0009 0.0 9.000 0.008 H.19 0.0 0.862 Utr 2.0 8.000 10.466 to 150.0 0.0 2.000 0.0 H.18 1.01 0.0009 0.0 10.000 0.009 Vel = 0.56 Vel = 0.56 H.18 0.0 0.862 Utr 2.0 2.000 10.475 to 150.0 0.0 2.000 0.0 T.45 1.01 0.0010 0.0 4.000 0.004 Vel = 0.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 10 AMERICAN PRESTIGE HOMES REV1 - Two Head Calculation (H.4 & H.3) Date 2/9/2016 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 1.01 10.479 K Factor = 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i \ —,,f �r �\sf� 1 STATE i. ----- WASHINGTON M►Ct.tNCY a) ,,, j) CCRTIFICATE OV CO I !/R! IROTCCT,ON SIRINKI.CR SYSTIMS ill Brian ' elknap 6420 Level`` �� r ainier Vie Rootterr,, �L. - \1 V .. _. A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Ora. a 69 MarraSLIta ohfq Job Name : AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Drawing Location : 2919 S.135TH TUKWILA WA Remote Area Contract : 160104-04 Data File : 160104-04 American Prestige Homes.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) - Date 1/5/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - AMERICAN PRESTIGE HOMES Location - TUKWILA WA Building - System No. - Contractor - B&R PLUMBING Contract No. - 160104-04 Calculated By - STEPHANIE FAHEY Drawing No. - Construction.: (X) Combustible ( ) Non -Combustible Ceiling Height - OCCUPANCY - RESIDENTIAL Date - 01-04-2016 S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling Made by ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Date M Listed Flow at Start Point _ 13J Gpm Listed Pres. at Start PointtPsa'= D MAXIMUM LISTED SPACING 1l_6� x 10 E -Domestic Flow Added - 0 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet -leD Feet G Not: N System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Psi Required 39.14 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) R Residual (Psi) -C775 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 0 N N 0 U U as a) 2 a) 0 d� W W <30 c= W U - co a) W C d 0 z U 0_ X� d � W W Q City Water Supply: Demand: C1 - Static Pressure : 50 D1 - Elevation : 6.930 C2 - Residual Pressure: 45 D2 - System Flow : 13.001 C2 - Residual Flow : 300 D2 - System Pressure : 39.137 Hose ( Demand) : D3 - System Demand : 13.001 Safety Margin : 10.848 50 100 150 200 250 300 350 400 450 FLOW (N A 1.85 ) 0 • • • • U 0 �? 0 0 0 0 0 0 nt M N l— 0 0 0 0 0 0 0 0 0 0 0) 00 I- (0 1.0 Cr M N .— CC W U) CO J W' W Fittings Used Summary (0 O N 0 N 0 e- r- 0 0 0 <- 0 r-tn.-c-00 (n V 0) 00 O • a CO CO 0 0 LO M I I 0 0 I- 0 • N CO (O 0 0 N 0 ▪ N (0(0 0 0 V 0 • M M 0 0 N (n �.- N N 00 O 0 • CN N 0 0 N • 1- OOL.-N —CO (O0)`• • �-N • N •‘- N • N M N QI U 3 i c o on 3a,CO(C O W a) a) c 2 Oco3a)a) � a�Oaa in u_ as c O oQ�)O0))QQ * x a OWOI-5 5 Units Summary v7 N C u) c D a7 D •= 2 E�o�(n c 5JLLd Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 50.0 45 300.0 49.985 13.0 39.137 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 116.0 H.9 116.0 H.8 116.0 H.6 116.0 T.44 116.0 H.17 116.0 T.48 116.0 T.45 116.0 T.38 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.37 116.0 T.36 116.0 H.1 116.0 H.7 116.0 H.16 116.0 T.47 116.0 H.21 116.0 T.46 116.0 T.42 108.0 T.41 108.0 T.40 108.0 T.39 108.0 H.28 116.0 H.32 116.0 T.51 116.0 T.49 108.0 H.14 108.0 T.43 108.0 H.12 108.0 H.4 108.0 H.3 108.0 H.2 108.0 T.35 108.0 T.34 108.0 H.10 108.0 H.30 116.0 H.31 116.0 T.50 116.0 H.27 116.0 4.9 7.04 13.0 7.29 7.62 8.03 8.3 8.41 8.52 8.75 12.61 14.67 23.84 24.19 39.14 7.15 7.33 7.5 8.1 8.38 8.47 8.67 8.75 12.53 12.54 12.55 12.57 8.56 8.68 8.71 12.43 12.44 12.46 12.47 12.49 12.5 12.52 12.53 12.54 12.56 8.6 8.68 8.72 8.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.26 H.29 H.20 H.19 H.18 H.25 H.24 H.13 H.5 H.22 H.23 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 8.72 8.72 8.75 8.75 8.75 12.44 12.47 12.49 12.54 12.54 12.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 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 6.43 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 H.9 6.43 0.0274 0.0 9.000 0.247 K Factor = 4.90 Vel = 3.53 H.9 to H.8 0.0 6.43 0.862 150.0 0.0275 0.0 0.0 0.0 12.000 0.0 12.000 7.287 0.0 0.330 Vel = 3.53 H.8 to H.6 0:0 6.43 0.862 150.0 0.0275 Utr 2.0 0.0 0.0 13.000 2.000 15.000 7.617 0.0 0.412 Vel = 3.53 H.6 to T.44 0.0 6.43 0.862 150.0 0.0274 Utr 2.0 0.0 0.0 8.000 2.000 10.000 8.029 0.0 0.274 Vel = 3.53 T.44 to H.17 0.0 6.43 0.862 150.0 0.0275 Utr 2.0 0.0 0.0 2.000 2.000 4.000 8.303 0.0 0.110 Vel = 3.53 H.17 to T.48 0.0 6.43 0.862 150.0 0.0275 Utr 2.0 0.0 0.0 2.000 2.000 4.000 8.413 0.0 0.110 Vel = 3.53 T.48 to T.45 -2.99 3.44 0.862 150.0 0.0087 Utb 17.0 0.0 0.0 12.000 14.000 26.000 8.523 0.0 0.225 Vel = 1.89 T.45 to T.38 0.17 3.61 0.862 150.0 0.0094 2Utb 34.0 0.0 0.0 14.000 28.000 42.000 8.748 3.465 0.396 Vel = 1.98 T.38 to S.1 9.39 13.0 1.244 150.0 0.0169 T 3.443 16.000 12.609 0.0 3.443 1.732 0.0 19.443 0.329 Vel = 3.43 S.1 0.0 1.244 E 1.721 20.000 14.670 to 150.0 T 3.443 5.594 8.732 CPL 13.0 0.0170 G 0.43 25.594 0.434 * * Fixed Loss = 7 Vel = 3.43 CPL 0.0 1.61 2E 12.089 60.000 23.836 to 150.0 C 1.511 13.600 0.0 MTR 13.0 0.0048 0.0 73.600 0.355 Vel = 2.05 MTR 0.0 0.785 2E 4.773 20.000 24.191 to 150.0 0.0 4.773 11.000 * * Fixed Loss = 11 STR 13.0 0.1593 0.0 24.773 3.946 Vel = 8.62 0.0 13.00 39.137 K Factor = 2.08 H.11 6.57 0.862 0.0 4.000 7.040 to 150.0 0.0 0.0 0.0 T.37 6.57 0.0285 0.0 4.000 0.114 Vel = 3.61 T.37 0.0 0.862 Utr 2.0 4.000 7.154 to 150.0 0.0 2.000 0.0 T.36 6.57 0.0287 0.0 6.000 0.172 Vel = 3.61 T.36 0.0 0.862 Utr 2.0 4.000 7.326 to 150.0 0.0 2.000 0.0 H.1 6.57 0.0285 0.0 6.000 0.171 Vel = 3.61 H.1 0.0 0.862 Utr 2.0 19.000 7.497 to 150.0 0.0 2.000 0.0 H.7 6.57 0.0286 0.0 21.000 0.600 Vel = 3.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 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.7 0.0 0.862 Utr 2.0 8.000 8.097 to 150.0 0.0 2.000 0.0 H.16 6.57 0.0286 0.0 10.000 0.286 Vel = 3.61 H.16 0.0 0.862 Utr 2.0 1.000 8.383 to 150.0 0.0 2.000 0.0 T.47 6.57 0.0287 0.0 3.000 0.086 Vel = 3.61 T.47 -3.12 0.862 Utb 17.0 9.000 8.469 to 150.0 0.0 14.000 0.0 H.21 3.45 0.0087 0.0 23.000 0.200 Vel = 1.90 H.21 0.0 0.862 Utr 2.0 7.000 8.669 to 150.0 0.0 2.000 0.0 T.46 3.45 0.0087 0.0 9.000 0.078 Vel = 1.90 T.46 -0.16 0.862 Utb 17.0 24.000 8.747 to 150.0 Utr 2.0 16.000 3.465 T.42 3.29 0.0079 0.0 40.000 0.317 Vel = 1.81 T.42 1.63 1.244 0.0 3.000 12.529 to 150.0 0.0 0.0 0.0 T.41 4.92 0.0030 0.0 3.000 0.009 Vel = 1.30 T.41 0.18 1.244 Utr 2.0 2.000 12.538 to 150.0 0.0 2.000 0.0 T.40 5.1 0.0030 0.0 4.000 0.012 Vel = 1.35 T.40 3.23 1.244 0.0 3.000 12.550 to 150.0 0.0 0.0 0.0 T.39 8.33 0.0073 0.0 3.000 0.022 Vel = 2.20 T.39 1.06 1.244 Utr 2.0 2.000 12.572 to 150.0 0.0 2.000 0.0 T.38 9.39 0.0092 0.0 4.000 0.037 Vel = 2.48 0.0 9.39 12.609 K Factor = 2.64 T.47 3.12 0.862 Utr 2.0 11.000 8.469 to 150.0 0.0 2.000 0.0 H.28 3.12 0.0072 0.0 13.000 0.093 Vel = 1.72 H.28 0.0 0.862 Utr 2.0 15.000 8.562 to 150.0 0.0 2.000 0.0 H.32 3.12 0.0072 0.0 17.000 0.123 Vel = 1.72 H.32 0.0 0.862 0.0 4.000 8.685 to 150.0 0.0 0.0 0.0 T.51 3.12 0.0070 0.0 4.000 0.028 Vel = 1.72 T.51 -0.25 0.862 2Utb 34.0 13.000 8.713 to 150.0 0.0 28.000 3.465 T.49 2.87 0.0062 0.0 41.000 0.253 Vel = 1.58 T.49 -1.63 0.862 Utr 2.0 7.000 12.431 to 150.0 0.0 2.000 0.0 H.14 1.24 0.0013 0.0 9.000 0.012 Vel = 0.68 H.14 0.0 0.862 Utr 2.0 8.000 12.443 to 150.0 0.0 2.000 0.0 T.43 1.24 0.0013 0.0 10.000 0.013 Vel = 0.68 T.43 0.0 0.862 Utr 2.0 10.000 12.456 to 150.0 0.0 2.000 0.0 H.12 1.24 0.0013 0.0 12.000 0.016 Vel = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 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 to H.4 0.0 1.24 0.862 150.0 0.0012 Utr 2.0 0.0 0.0 10.000 2.000 12.000 12.472 0.0 0.015 Vel = 0.68 H.4 to H.3 0.0 1.24 0.862 150.0 0.0013 Utr 2.0 0.0 0.0 12.000 2.000 14.000 12.487 0.0 0.018 Vel = 0.68 H.3 to H.2 0.0 1.24 0.862 150.0 0.0013 0.0 0.0 0.0 13.000 0.0 13.000 12.505 0.0 0.017 Vel = 0.68 H.2 to T.35 0.0 1.24 0.862 150.0 0.0013 Utr 2.0 0.0 0.0 5.000 2.000 7.000 12.522 0.0 0.009 Vel = 0.68 T.35 to T.34 T.34 to H.10 H.10 to T.39 0.0 1.24 0.862 150.0 0.0013 0.0 0.0 0.0 3.000 0.0 3.000 12.531 0.0 0.004 Vel = 0.68 -0.18 1.06 0.862 150.0 0.0010 Utb 17.0 Utr 2.0 0.0 6.000 16.000 22.000 12.535 0.0 0.021 Vel = 0.58 T.48 to H.30 0.0 1.06 0.0 1.06 2.99 2.99 0.862 150.0 0.0010 Utb 17.0 0.0 0.0 2.000 14.000 16.000 12.556 0.0 0.016 Vel = 0.58 12.572 K Factor = 0.30 0.862 150.0 0.0066 Utr 2.0 0.0 0.0 9.000 2.000 11.000 8.523 0.0 0.073 Vel = 1.64 H.30 to H.31 0.0 2.99 0.862 150.0 0.0066 0.0 0.0 0.0 13.000 0.0 13.000 8.596 0.0 0.086 Vel = 1.64 H.31 to T.50 0.0 2.99 0.862 150.0 0.0068 Utr 2.0 0.0 0.0 3.000 2.000 5.000 8.682 0.0 0.034 Vel = 1.64 T.50 to T.40 T.51 to H.27 0.24 3.23 0.0 3.23 0.25 0.862 150.0 0.0077 2Utb 34.0 0.0 0.0 20.000 28.000 48.000 8.716 3.465 0.369 Vel = 1.78 12.550 K Factor = 0.91 0.25 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 8.000 2.000 10.000 8.713 0.0 0.001 Vel = 0.14 H.27 to H.26 0.0 0.25 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 12.000 2.000 14.000 8.714 0.0 0.001 Vel = 0.14 H.26 to H.29 0.0 0.25 0.862 150.0 0.0 Utr 2.0 0.0 0.0 3.000 2.000 5.000 8.715 0.0 0.0 Vel = 0.14 H.29 to T.50 0.0 0.25 0.862 150.0 0.0002 Utr 2.0 0.0 0.0 4.000 2.000 6.000 8.715 0.0 0.001 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 AMERICAN PRESTIGE HOMES - One Head Calculation (H.11) Date 1/5/2016 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 0.25 8.716 K Factor = 0.08 T.46 0.17 0.862 Utr 2.0 3.000 8.747 to 150.0 0.0 2.000 0.0 H.20 0.17 0.0 0.0 5.000 0.0 Vel = 0.09 H.20 0.0 0.862 0.0 9.000 8.747 to 150.0 0.0 0.0 0.0 H.19 0.17 0.0 0.0 9.000 0.0 Vel = 0.09 H.19 0.0 0.862 Utr 2.0 8.000 8.747 to 150.0 0.0 2.000 0.0 H.18 0.17 0.0001 0.0 10.000 0.001 Vel = 0.09 H.18 0.0 0.862 Utr 2.0 2.000 8.748 to 150.0 0.0 2.000 0.0 T.45 0.17 0.0 0.0 4.000 0.0 Vel = 0.09 0.0 0.17 8.748 K Factor = 0.06 T.49 1.64 0.862 Utr 2.0 2.000 12.431 to 150.0 0.0 2.000 0.0 H.25 1.64 0.0022 0.0 4.000 0.009 Vel = 0.90 H.25 0.0 0.862 0.0 13.000 12.440 to 150.0 0.0 0.0 0.0 H.24 1.64 0.0022 0.0 13.000 0.028 Vel = 0.90 H.24 0.0 0.862 Utr 2.0 9.000 12.468 to 150.0 0.0 2.000 0.0 H.13 1.64 0.0022 0.0 11.000 0.024 Vel = 0.90 H.13 0.0 0.862 Utb 17.0 1.000 12.492 to 150.0 Utr 2.0 16.000 0.0 T.42 1.64 0.0022 0.0 17.000 0.037 Vel = 0.90 0.0 1.64 12.529 K Factor = 0.46 T.34 0.18 0.862 Utr 2.0 11.000 12.535 to 150.0 0.0 2.000 0.0 H.5 0.18 0.0001 0.0 13.000 0.001 Vel = 0.10 H.5 0.0 0.862 Utr 2.0 19.000 12.536 to 150.0 0.0 2.000 0.0 H.22 0.18 0.0 0.0 21.000 0.0 Vel = 0.10 H.22 0.0 0.862 0.0 13.000 12.536 to 150.0 0.0 0.0 0.0 H.23 0.18 0.0001 0.0 13.000 0.001 Vel = 0.10 H.23 0.0 0.862 Utb 17.0 14.000 12.537 to 150.0 Utr 2.0 16.000 0.0 T.41 0.18 0.0 0.0 30.000 0.001 Vel = 0.10 0.0 0.18 12.538 K Factor = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VWASNINGTON j CERTIPICATE OF COMPETENCY rine Bill Briai 6642-05 Rainier RAINIV ION SPRINKLER Belknap 8-A Level 1 iew Rooter, L F MS A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name Drawing Location Remote Area Contract Data File AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) : 2919 S.135TH TUKWILA WA : 160104-04 : 160104-04 American Prestige Homes.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - AMERICAN PRESTIGE HOMES Location - TUKWILA WA Building - System No. - Contractor - B&R PLUMBING Contract No. - 160104-04 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 01-04-2016 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Listed Pres Flow at Start Point - 10 Gpm at Start Point - 11.11Psi 14 x 14 - 0 Gpm - Gpm at Highest Outlet - 108 Feet D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added I Elevation G Note: N 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 Psi Required 46.83 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test - T Time of Test E Static (Psi) R Residual (Psi) - Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi - 50 Elev. 45 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 CD O N L) N 2 06 2 .773 O U f6 U ca a) 2 3 a� LY 2 ci O c= uw U U) CD W C z CU 0_ W W Q City Water Supply: Demand: C1 - Static Pressure : 50 D1 - Elevation : 3.465 C2 - Residual Pressure: 45 D2 - System Flow : 20.006 C2 - Residual Flow : 300 D2 - System Pressure : 46.830 Hose ( Demand) D3 - System Demand : 20.006 Safety Margin : 3.137 50 r 100 150 200 250 300 350 400 450 FLOW(NA1.85) 0 ......... ...................... .'.......bi L M N O- O O O O O O O O O 0 O) W I'S (0 U7 'Cr M N d Q.' W U) V) D E' W Fittings Used Summary O cD M Two Head Calcu CL Lid w (i 0 C V U CO N W w C Z cu W Lu d Q Q) E c m Z co m J 0) CD C LL< V.- M N r (0 rr 00 O r O r U)r r 00 U)Or r� r0)00 O T- T- V CO O OO U) 00 0 rN (D(000 N 0 r N U)U)00 W U) r r Vt M 0 0 V 0 rr M co 00 N U) r r N N 0 0 O O r r N N 0 0 00 r r 0 0 U) r h r r 0 0 N r (D r r 0 0 On r14)rrrr N r- ,r r 00 r N r Mr CID 0)� Ns r N r r( V T N r M N .- a 0 Lu U' 1— > > Units Summary o — Ccr_ Q) L c Q CO N O ca Q)..� U N (/) c LL D '03 C2. y O 0 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 Node at Source Static Residual Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 50.0 l [45 300.0 49.967 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 20.01 46.83 Notes H.4 108.0 H.12 108.0 T.43 108.0 H.14 108.0 T.49 108.0 T.51 116.0 H.27 116.0 H.26 116.0 H.29 116.0 T.50 116.0 T.40 108.0 T.39 108.0 T.38 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.3 108.0 H.2 108.0 T.35 108.0 T.34 108.0 H.10 108.0 H.5 108.0 H.22 108.0 H.23 108.0 T.41 108.0 H.25 108.0 H.24 108.0 H.13 108.0 T.42 108.0 H.32 116.0 H.28 116.0 T.47 116.0 H.21 116.0 T.46 116.0 H.16 116.0 H.7 116.0 H.1 116.0 T.36 116.0 T.37 116.0 H.11 116.0 H.9 116.0 3 3 11.11 11.71 12.3 12.8 13.24 10.29 10.33 10.38 10.4 10.42 13.97 14.01 14.13 16.59 26.28 27.07 46.83 11.13 12.11 12.65 12.87 13.53 13.05 13.34 13.52 13.93 13.3 13.5 13.67 13.92 10.3 10.36 10.4 10.44 10.45 10.4 10.41 10.41 10.42 10.42 10.42 10.42 10.0 10.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 H.6 T.44 H.17 T.48 T.45 H.31 H.30 H.20 H.19 H.18 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 10.43 10.43 10.44 10.44 10.44 10.48 10.43 10.43 10.46 10.47 10.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 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 8.86 0.862 Utr 2.0 10.000 11.110 to 150.0 0.0 2.000 0.0 H.12 8.86 0.0497 0.0 12.000 0.596 K Factor = 3.00 Vel = 4.87 H.12 0.0 0.862 Utr 2.0 10.000 11.706 to 150.0 0.0 2.000 0.0 T.43 8.86 0.0497 0.0 12.000 0.596 Vel = 4.87 T.43 0.0 0.862 Utr 2.0 8.000 12.302 to 150.0 0.0 2.000 0.0 H.14 8.86 0.0496 0.0 10.000 0.496 Vel = 4.87 H.14 0.0 0.862 Utr 2.0 7.000 12.798 to 150.0 0.0 2.000 0.0 T.49 8.86 0.0497 0.0 9.000 0.447 Vel = 4.87 T.49 -4.66 0.862 2Utb 34.0 13.000 13.245 to 150.0 0.0 28.000 -3.465 T.51 4.2 0.0125 0.0 41.000 0.512 Vel = 2.31 T.51 -2.01 0.862 Utr 2.0 8.000 10.292 to 150.0 0.0 2.000 0.0 H.27 2.19 . 0.0038 0.0 10.000 0.038 Vel = 1.20 H.27 0.0 0.862 Utr 2.0 12.000 10.330 to 150.0 0.0 2.000 0.0 H.26 2.19 0.0037 0.0 14.000 0.052 Vel = 1.20 H.26 0.0 0.862 Utr 2.0 3.000 10.382 to 150.0 0.0 2.000 0.0 H.29 2.19 0.0038 0.0 5.000 0.019 Vel = 1.20 H.29 0.0 0.862 Utr 2.0 4.000 10.401 to 150.0 0.0 2.000 0.0 T.50 2.19 0.0037 0.0 6.000 0.022 Vel = 1.20 T.50 -0.75 0.862 2Utb 34.0 20.000 10.423 to 150.0 0.0 28.000 3.465 T.40 1.44 0.0017 0.0 48.000 0.083 Vel = 0.79 T.40 9.46 1.244 0.0 3.000 13.971 to 150.0 0.0 0.0 0.0 T.39 10.9 0.0120 0.0 3.000 0.036 Vel = 2.88 T.39 6.73 1.244 Utr 2.0 2.000 14.007 to 150.0 0.0 2.000 0.0 T.38 17.63 0.0298 0.0 4.000 0.119 Vel = 4.65 T.38 2.38 1.244 T 3.443 16.000 14.126 to 150.0 0.0 3.443 1.732 S.1 20.01 0.0376 0.0 19.443 0.731 Vel = 5.28 S.1 0.0 1.244 E 1.721 20.000 16.589 to 150.0 T 3.443 5.594 8.732 CPL 20.01 0.0376 G 0.43 25.594 0.962 * * Fixed Loss = 7 Vel = 5.28 CPL 0.0 1.61 2E 12.089 60.000 26.283 to 150.0 C 1.511 13.600 0.0 MTR 20.01 0.0107 0.0 73.600 0.787 Vel = 3.15 MTR 0.0 0.785 2E 4.773 20.000 27.070 to 150.0 0.0 4.773 11.000 STR 20.01 0.3536 0.0 24.773 8.760 * * Fixed Loss = 11 Vel = 13.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 20.01 46.830 K Factor = 2.92 H.4 1.14 0.862 Utr 2.0 12.000 11.110 to 150.0 0.0 2.000 0.0 H.3 1.14 0.0011 0.0 14.000 0.016 Vel = 0.63 H.3 10.01 0.862 0.0 13.000 11.126 to 150.0 0.0 0.0 0.0 H.2 11.15 0.0760 0.0 13.000 0.988 K Factor = 3.00 Vel = 6.13 H.2 0.0 0.862 Utr 2.0 5.000 12.114 to 150.0 0.0 2.000 0.0 T.35 11.15 0.0760 0.0 7.000 0.532 Vel = 6.13 T.35 0.0 0.862 0.0 3.000 12.646 to 150.0 0.0 0.0 0.0 T.34 11.15 0.0760 0.0 3.000 0.228 Vel = 6.13 T.34 -4.43 0.862 Utb 17.0 6.000 12.874 to 150.0 Utr 2.0 16.000 0.0 H.10 6.72 0.0298 0.0 22.000 0.656 Vel = 3.69 H.10 0.0 0.862 Utb 17.0 2.000 13.530 to 150.0 0.0 14.000 0.0 T.39 6.72 0.0298 0.0 16.000 0.477 Vel = 3.69 0.0 6.72 14.007 K Factor = 1.80 T.34 4.42 0.862 Utr 2.0 11.000 12.874 to 150.0 0.0 2.000 0.0 H.5 4.42 0.0138 0.0 13.000 0.179 Vel = 2.43 H.5 0.0 0.862 Utr 2.0 19.000 13.053 to 150.0 0.0 2.000 0.0 H.22 4.42 0.0138 0.0 21.000 0.289 Vel = 2.43 H.22 0.0 0.862 0.0 13.000 13.342 to 150.0 0.0 0.0 0.0 H.23 4.42 0.0137 0.0 13.000 0.178 Vel = 2.43 H.23 0.0 0.862 Utb 17.0 14.000 13.520 to 150.0 Utr 2.0 16.000 0.0 T.41 4.42 0.0138 0.0 30.000 0.413 Vel = 2.43 T.41 5.05 1.244 Utr 2.0 2.000 13.933 to 150.0 0.0 2.000 0.0 T.40 9.47 0.0095 0.0 4.000 0.038 Vel = 2.50 0.0 9.47 13.971 K Factor = 2.53 T.49 4.66 0.862 Utr 2.0 2.000 13.245 to 150.0 0.0 2.000 0.0 H.25 4.66 0.0150 0.0 4.000 0.060 Vel = 2.56 H.25 0.0 0.862 0.0 13.000 13.305 to 150.0 0.0 0.0 0.0 H.24 4.66 0.0152 0.0 13.000 0.197 Vel = 2.56 H.24 0.0 0.862 Utr 2.0 9.000 13.502 to 150.0 0.0 2.000 0.0 H.13 4.66 0.0151 0.0 11.000 0.166 Vel = 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.13 0.0 0.862 Utb 17.0 1.000 13.668 to 150.0 Utr 2.0 16.000 0.0 T.42 4.66 0.0151 0.0 17.000 0.256 Vel = 2.56 T.42 0.38 1.244 0.0 3.000 13.924 to 150.0 0.0 0.0 0.0 T.41 5.04 0.0030 0.0 3.000 0.009 Vel = 1.33 0.0 5.04 13.933 K Factor = 1.35 T.51 2.01 0.862 0.0 4.000 10.292 to 150.0 0.0 0.0 0.0 H.32 2.01 0.0032 0.0 4.000 0.013 Vel = 1.11 H.32 0.0 0.862 Utr 2.0 15.000 10.305 to 150.0 0.0 2.000 0.0 H.28 2.01 0.0032 0.0 17.000 0.055 Vel = 1.11 H.28 0.0 0.862 Utr 2.0 11.000 10.360 to 150.0 0.0 2.000 0.0 T.47 2.01 0.0032 0.0 13.000 0.041 Vel = 1.11 T.47 -0.61 0.862 Utb 17.0 9.000 10.401 to 150.0 0.0 14.000 0.0 H.21 1.4 0.0017 0.0 23.000 0.038 Vel = 0.77 H.21 0.0 0.862 Utr 2.0 7.000 10.439 to 150.0 0.0 2.000 0.0 T.46 1.4 0.0017 0.0 9.000 0.015 Vel = 0.77 T.46 -1.01 0.862 Utb 17.0 24.000 10.454 to 150.0 Utr 2.0 16.000 3.465 T.42 0.39 0.0001 0.0 40.000 0.005 Vel = 0.21 0.0 0.39 13.924 K Factor = 0.10 T.47 0.61 0.862 Utr 2.0 1.000 10.401 to 150.0 0.0 2.000 0.0 H.16 0.61 0.0003 0.0 3.000 0.001 Vel = 0.34 H.16 0.0 0.862 Utr 2.0 8.000 10.402 to 150.0 0.0 2.000 0.0 H.7 0.61 0.0004 0.0 10.000 0.004 Vel = 0.34 H.7 0.0 0.862 Utr 2.0 19.000 10.406 to 150.0 0.0 2.000 0.0 H.1 0.61 0.0003 0.0 21.000 0.007 Vel = 0.34 H.1 0.0 0.862 Utr 2.0 4.000 10.413 to 150.0 0.0 2.000 0.0 T.36 0.61 0.0003 0.0 6.000 0.002 Vel = 0.34 T.36 0.0 0.862 Utr 2.0 4.000 10.415 to 150.0 0.0 2.000 0.0 T.37 0.61 0.0005 0.0 6.000 0.003 Vel = 0.34 T.37 0.0 0.862 0.0 4.000 10.418 to 150.0 0.0 0.0 0.0 H.11 0.61 0.0002 0.0 4.000 0.001 Vel = 0.34 H.11 0.0 0.862 Utr 2.0 7.000 10.419 to 150.0 0.0 2.000 0.0 H.9 0.61 0.0003 0.0 9.000 0.003 Vel = 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.9 0.0 0.862 0.0 12.000 10.422 to 150.0 0.0 0.0 0.0 H.8 0.61 0.0003 0.0 12.000 0.004 Vel = 0.34 H.8 0.0 0.862 Utr 2.0 13.000 10.426 to 150.0 0.0 2.000 0.0 H.6 0.61 0.0004 0.0 15.000 0.006 Vel = 0.34 H.6 0.0 0.862 Utr 2.0 8.000 10.432 to 150.0 0.0 2.000 0.0 T.44 0.61 0.0003 0.0 10.000 0.003 Vel = 0.34 T.44 0.0 0.862 Utr 2.0 2.000 10.435 to 150.0 0.0 2.000 0.0 H.17 0.61 0.0005 0.0 4.000 0.002 Vel = 0.34 H.17 0.0 0.862 Utr 2.0 2.000 10.437 to 150.0 0.0 2.000 0.0 T.48 0.61 0.0002 0.0 4.000 0.001 Vel = 0.34 T.48 0.75 0.862 Utb 17.0 12.000 10.438 to 150.0 0.0 14.000 0.0 T.45 1.36 0.0016 0.0 26.000 0.041 Vel = 0.75 T.45 1.02 0.862 2Utb 34.0 14.000 10.479 to 150.0 0.0 28.000 3.465. T.38 2.38 0.0043 0.0 42.000 0.182 Vel = 1.31 0.0 2.38 14.126 K Factor = 0.63 T.50 0.75 0.862 Utr 2.0 3.000 10.423 to 150.0 0.0 2.000 0.0 H.31 0.75 0.0006 0.0 5.000 0.003 Vel = 0.41 H.31 0.0 0.862 0.0 13.000 10.426 to 150.0 0.0 0.0 0.0 H.30 0.75 0.0005 0.0 13.000 0.006 Vel = 0.41 H.30 0.0 0.862 Utr 2.0 9.000 10.432 to 150.0 0.0 2.000 0.0 T.48 0.75 0.0005 0.0 11.000 0.006 Vel = 0.41 0.0 0.75 10.438 K Factor = 0.23 T.46 1.01 0.862 Utr 2.0 3.000 10.454 to 150.0 0.0 2.000 0.0 H.20 1.01 0.0008 0.0 5.000 0.004 Vel = 0.56 H.20 0.0 0.862 0.0 9.000 10.458 to 150.0 0.0 0.0 0.0 H.19 1.01 0.0009 0.0 9.000 0.008 Vel = 0.56 H.19 0.0 0.862 Utr 2.0 8.000 10.466 to 150.0 0.0 2.000 0.0 H.18 1.01 0.0009 0.0 10.000 0.009 Vel = 0.56 H.18 0.0 0.862 Utr 2.0 2.000 10.475 to 150.0 0.0 2.000 0.0 T.45 1.01 0.0010 0.0 4.000 0.004 Vel = 0.56 0.0 1.01 10.479 K Factor = 0.31 Computer Programs by Hydratec Inc. Route 111 Windham H.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 10 AMERICAN PRESTIGE HOMES - Two Head Calculation (H.4 & H.3) Date 1/5/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �'cm®xsreer5 rF1r1NrO TOrrTATrrrrr-• C RTIFICATE OF COMPSYSTEMS .� FIRE WROECTION SPRINKLER Richard L.ee Howard 7966.0310-A Levet1 1 B & R Plumbing, Inc. BRPLU 9DF Diirrrrrrrr a4tar�• r®err®rrrrss. A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Drawing Location : 2919 S.135TH TUKWILA WA Remote Area Contract : 160104-04 Data File : 160104-04 American Prestige Homes REV3.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - AMERICAN PRESTIGE HOMES REV3 Location - TUKWILA WA Building - System No. - Contractor - B&R PLUMBING Contract No. - 160104-04 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 01-04-2016 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling (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 - 116 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Summary C -Factor Used: Psi Required 49.24 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 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 00 03w CO CO 0- f=1 CO 3 TfsU ✓ Iv a, a� >M w O W W U o a) • cWa U w K a =• CD o_ N • U_ ▪ WCC W Cl - .4C W Q City Water Supply: Demand: C1 - Static Pressure : 90 D1 - Elevation : 6.930 C2 - Residual Pressure: 85 D2 - System Flow :13.001 C2 - Residual Flow : 300 D2 - System Pressure : 49.236 Hose ( Demand ) D3 - System Demand :13.001 Safety Margin : 40.749 ..0 50 100 150 200 250 300 350 400 450 FLOW(N"1.85) V U N __ .. . .p . ..... _. . _e. O O O O O O M N O O O O O O O O O O 07 CO 1• CO LO M N D_ CC W V) V) CC W Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 73 CO \ \= \ LU / §2 CO, 03 eu3=1—kk E C0 cc, E ffEn k \ \-\\ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.985 13.0 49.236 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 116.0 H.9 116.0 H.8 116.0 H.6 116.0 T.38 116.0 T.42 116.0 T.39 116.0 T.32 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.31 116.0 T.30 116.0 H.1 116.0 H.7 116.0 H.15 116.0 T.41 116.0 H.17 116.0 T.40 116.0 T.36 108.0 T.35 108.0 T.34 108.0 T.33 108.0 H.25 116.0 H.26 116.0 T.45 116.0 T.43 108.0 H.13 108.0 T.37 108.0 H.4 108.0 H.3 108.0 H.2 108.0 T.29 108.0 T.28 108.0 H.10 108.0 H.20 116.0 H.21 116.0 T.44 116.0 H.24 116.0 H.16 116.0 4.9 7.04 7.29 7.63 8.05 8.33 8.49 8.72 12.56 14.63 23.79 33.94 34.29 49.24 7.15 7.32 7.49 8.08 8.36 8.44 8.64 8.72 12.49 12.49 12.5 12.53 8.54 8.66 8.68 12.4 12.41 12.42 12.44 12.46 12.48 12.49 12.49 12.51 8.54 8.66 8.69 8.68 8.72 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 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 H.22 H.12 H.5 H.18 H.19 108.0 108.0 108.0 108.0 108.0 108.0 12.4 12.43 12.45 12.49 12.49 12.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 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 6.49 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 H.9 6.49 0.0280 0.0 9.000 0.252 K Factor = 4.90 Vel = 3.57 H.9 0.0 0.862 0.0 12.000 7.292 to 150.0 0.0 0.0 0.0 H.8 6.49 0.0279 0.0 12.000 0.335 Vel = 3.57 H.8 0.0 0.862 Utr 2.0 13.000 7.627 to 150.0 0.0 2.000 0.0 H.6 6.49 0.0279 0.0 15.000 0.419 Vel = 3.57 H.6 0.0 0.862 Utr 2.0 8.000 8.046 to 150.0 0.0 2.000 0.0 T.38 6.49 0.0280 0.0 10.000 0.280 Vel = 3.57 T.38 0.0 0.862 Utr 2.0 4.000 8.326 to 150.0 0.0 2.000 0.0 T.42 6.49 0.0278 0.0 6.000 0.167 Vel = 3.57 T.42 -3.17 0.862 Utb 17.0 12.000 8.493 to 150.0 Utr 2.0 16.000 0.0 T.39 3.32 0.0081 0.0 28.000 0.226 Vel = 1.83 T.39 0.22 0.862 2Utb 34.0 14.000 8.719 to 150.0 0.0 28.000 3.465 T.32 3.54 0.0091 0.0 42.000 0.381 Vel = 1.95 T.32 9.46 1.244 T 3.443 16.000 12.565 to 150.0 0.0 3.443 1.732 S.1 13.0 0.0170 0.0 19.443 0.330 Vel = 3.43 S.1 0.0 1.244 E 1.721 20.000 14.627 to 150.0 T 3.443 5.594 8.732 PRV 13.0 0.0169 G 0.43 25.594 0.433 * * Fixed Loss = 7 Vel = 3.43 PRV 0.0 1.244 2E 3.443 5.000 23.792 to 150.0 0.0 3.443 10.000 CPL 13.0 0.0169 0.0 8.443 0.143 * * Fixed Loss = 10 Vel = 3.43 CPL 0.0 1.61 2E 12.089 60.000 33.935 to 150.0 C 1.511 13.600 0.0 MTR 13.0 0.0048 0.0 73.600 0.355 Vel = 2.05 MTR 0.0 0.785 2E 4.773 20.000 34.290 to 150.0 0.0 4.773 11.000 STR 13.0 0.1593 0.0 24.773 3.946 * * Fixed Loss = 11 Vel = 8.62 0.0 13.00 49.236 K Factor = 1.85 H.11 6.51 0.862 0.0 4.000 7.040 to 150.0 0.0 0.0 0.0 T.31 6.51 0.0280 0.0 4.000 0.112 Vel = 3.58 T.31 0.0 0.862 Utr 2.0 4.000 7.152 to 150.0 0.0 2.000 0.0 T.30 6.51 0.0282 0.0 6.000 0.169 Vel = 3.58 T.30 0.0 0.862 Utr 2.0 4.000 7.321 to 150.0 0.0 2.000 0.0 H.1 6.51 0.0280 0.0 6.000 0.168 Vel = 3.58 H.1 0.0 0.862 Utr 2.0 19.000 7.489 to 150.0 0.0 2.000 0.0 H.7 6.51 0.0281 0.0 21.000 0.590 Vel = 3.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 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.7 0.0 0.862 Utr 2.0 8.000 8.079 to 150.0 0.0 2.000 0.0 H.15 6.51 0.0281 0.0 10.000 0.281 Vel = 3.58 H.15 0.0 0.862 Utr 2.0 1.000 8.360 to 150.0 0.0 2.000 0.0 T.41 6.51 0.0280 0.0 3.000 0.084 Vel = 3.58 T.41 -3.09 0.862 Utb 17.0 9.000 8.444 to 150.0 0.0 14.000 0.0 H.17 3.42 0.0086 0.0 23.000 0.197 Vel = 1.88 H.17 0.0 0.862 Utr 2.0 7.000 8.641 to 150.0 0.0 2.000 0.0 T.40 3.42 0.0086 0.0 9.000 0.077 Vel = 1.88 T.40 -0.22 0.862 Utb 17.0 24.000 8.718 to 150.0 Utr 2.0 16.000 3.465 T.36 3.2 0.0076 0.0 40.000 0.303 Vel = 1.76 T.36 1.57 1.244 0.0 3.000 12.486 to 150.0 0.0 0.0 0.0 T.35 4.77 0.0027 0.0 3.000 0.008 Vel = 1.26 T.35 0.20 1.244 Utr 2.0 2.000 12.494 to 150.0 0.0 2.000 0.0 T.34 4.97 0.0028 0.0 4.000 0.011 Vel = 1.31 T.34 3.43 1.244 0.0 3.000 12.505 to 150.0 0.0 0.0 0.0 T.33 8.4 0.0077 0.0 3.000 0.023 Vel = 2.22 T.33 1.07 1.244 Utr 2.0 2.000 12.528 to 150.0 0.0 2.000 0.0 T.32 9.47 0.0092 0.0 4.000 0.037 Vel = 2.50 0.0 9.47 12.565 K Factor = 2.67 T.41 3.09 0.862 Utr 2.0 11.000 8.444 to 150.0 0.0 2.000 0.0 H.25 3.09 0.0071 0.0 13.000 0.092 Vel = 1.70 H.25 0.0 0.862 Utr 2.0 15.000 8.536 to 150.0 0.0 2.000 0.0 H.26 3.09 0.0071 0.0 17.000 0.120 Vel = 1.70 H.26 0.0 0.862 0.0 4.000 8.656 to 150.0 0.0 0.0 0.0 T.45 3.09 0.0072 0.0 4.000 0.029 Vel = 1.70 T.45 -0.27 0.862 2Utb 34.0 13.000 8.685 to 150.0 0.0 28.000 3.465 T.43 2.82 0.0060 0.0 41.000 0.245 Vel = 1.55 T.43 -1.56 0.862 Utr 2.0 7.000 12.395 to 150.0 0.0 2.000 0.0 H.13 1.26 0.0013 0.0 9.000 0.012 Vel = 0.69 H.13 0.0 0.862 Utr 2.0 8.000 12.407 to 150.0 0.0 2.000 0.0 T.37 1.26 0.0013 0.0 10.000 0.013 Vel = 0.69 T.37 0.0 0.862 Utr 2.0 13.000 12.420 to 150.0 0.0 2.000 0.0 H.4 1.26 0.0014 0.0 15.000 0.021 Vel = 0.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 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 0.0 0.862 Utr 2.0 12.000 12.441 to 150.0 0.0 2.000 0.0 H.3 1.26 0.0013 0.0 14.000 0.018 Vel = 0.69 H.3 to H.2 0.0 1.26 0.862 150.0 0.0014 0.0 0.0 0.0 13.000 0.0 13.000 12.459 0.0 0.018 Vel = 0.69 H.2 to T.29 0.0 1.26 0.862 150.0 0.0013 Utr 2.0 0.0 0.0 5.000 2.000 7.000 12.477 0.0 0.009 Vel = 0.69 T.29 to T.28 0.0 1.26 0.862 150.0 0.0013 0.0 0.0 0.0 3.000 0.0 3.000 12.486 0.0 0.004 Vel = 0.69 T.28 to H.10 H.10 to T.33 -0.20 1.06 0.862 150.0 0.0010 Utb 17.0 Utr 2.0 0.0 6.000 16.000 22.000 12.490 0.0 0.022 Vel = 0.58 T.42 to H.20 0.0 1.06 0.0 1.06 3.17 3.17 0.862 150.0 0.0010 Utb 17.0 0.0 0.0 2.000 14.000 16.000 12.512 0.0 0.016 Vel = 0.58 12.528 K Factor = 0.30 0.862 150.0 0.0075 Utr 2.0 0.0 0.0 4.000 2.000 6.000 8.493 0.0 0.045 Vel = 1.74 H.20 to H.21 0.0 3.17 0.862 150.0 0.0074 0.0 0.0 0.0 16.000 0.0 16.000 8.538 0.0 0.119 Vel = 1.74 H.21 to T.44 0.0 3.17 0.862 150.0 0.0075 Utr 2.0 0.0 0.0 2.000 2.000 4.000 8.657 0.0 0.030 Vel = 1.74 T.44 to T.34 T.45 to H.24 H .24 to T.44 0.27 3.44 0.0 3.44 0.26 0.26 0.862 150.0 0.0086 2Utb 34.0 0.0 0.0 13.000 28.000 41.000 8.687 3.465 0.353 Vel = 1.89 12.505 K Factor = 0.97 0.862 150.0 0.0 Utr 2.0 0.0 0.0 8.000 2.000 10.000 8.685 0.0 0.0 Vel = 0.14 T.40 to H.16 0.0 0.26 0.0 0.26 0.22 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 15.000 2.000 17.000 8.685 0.0 0.002 Vel = 0.14 8.687 K Factor = 0.09 0.22 0.862 150.0 0.0 Utr 2.0 0.0 0.0 5.000 2.000 7.000 8.718 0.0 0.0 Vel = 0.12 H.16 to T.39 0.0 0.22 0.862 150.0 0.0001 0.0 0.0 0.0 17.000 0.0 17.000 8.718 0.0 0.001 Vel = 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 AMERICAN PRESTIGE HOMES REV3 - One Head Calculation (H.11) Date 2/18/2016 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 0.22 8.719 K Factor = 0.07 T.43 1.57 0.862 Utr 2.0 2.000 12.395 to 150.0 0.0 2.000 0.0 H.23 1.57 0.0020 0.0 4.000 0.008 Vel = 0.86 H.23 0.0 0.862 0.0 13.000 12.403 to 150.0 0.0 0.0 0.0 H.22 1.57 0.0020 0.0 13.000 0.026 Vel = 0.86 H.22 0.0 0.862 Utr 2.0 9.000 12.429 to 150.0 0.0 2.000 0.0 H.12 1.57 0.0020 0.0 11.000 0.022 Vel = 0.86 H.12 0.0 0.862 Utb 17.0 1.000 12.451 to 150.0 Utr 2.0 16.000 0.0 T.36 1.57 0.0021 0.0 17.000 0.035 Vel = 0.86 0.0 1.57 12.486 K Factor = 0.44 T.28 0.20 0.862 Utr 2.0 11.000 12.490 to 150.0 0.0 2.000 0.0 H.5 0.2 0.0001 0.0 13.000 0.001 Vel = 0.11 H.5 0.0 0.862 Utr 2.0 19.000 12.491 to 150.0 0.0 2.000 0.0 H.18 0.2 0.0 0.0 21.000 0.001 Vel = 0.11 H.18 0.0 0.862 0.0 13.000 12.492 to 150.0 0.0 0.0 0.0 H.19 0.2 0.0 0.0 13.000 0.0 Vel = 0.11 H.19 0.0 0.862 Utb 17.0 14.000 12.492 to 150.0 Utr 2.0 16.000 0.0 T.35 0.2 0.0001 0.0 30.000 0.002 Vel = 0.11 0.0 0.20 12.494 K Factor = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: ti. P51: 90 RCS98/8 851: 85 FLOW CPM 800 20' (P I -I/ 2" AQUAPTX FROM Q'L - 60' OF 14 / 2" Pay FROM 11-E (Th 8/ 7 M5l18- 20' OF 5/ 4" (_G PER FROM :8115114t55 0 alIPE 1 6 P18r 5' CF i -I / 2" A01.4i'EX FSOM rrL Pk -\I 'CO 5.1 WATEP SEPVICE PETAL N.1.5. RECE1VED---T 11 FEB 1.0 20% I TUKWILA F REt PEVISION 1 NOTE5: STATIC MPE55UPE UPDATED TO 90 P51. PEP NEPA I5P PEQUIPEMENT5, A PPE55UPE PEPUCING VALVE KA5 3EEN APPEP TO THE SYSTEM, NO HEAP LOCATION5HAVE 3EEN CHANGED: THE M051 PEMO1P 2 HEAP TE51 APPA HAS NOT MOVED: O ---I2 U 849.16 O ,__II 885850-14 O --_9 8.88/50-12 L4.4Etfwu-:9 K 9tt 1.9t99 . 5 >1: Mao, ,.la Ira',4mud .. 'v17,411,04 9599TG 9,15' 8(9584811 Pr Xi O 99.94.94941dcf. 99, '- 5 (T IR, 499949*999 1,949 9,49 9,1 49994. IC, a ILII 08'915. 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S 00151. 01-04.2016 2r'�,V15101/ I 022-09-2016 `0. ki:V15 1'.1 1551"9 OAi5. , / 1 80.115( 8: 16004-04 COMPANY: NR 855515195 104(40: RICK HONAP2 05#l,AC181/045 1/: (255) 847-5770 50'16: I/ 4" - 1'-0" 109615V 'Pr': 511181^1\125 1*EY 0.88052 G1: 1/8564 PAX 1 100 5UPPLY: 20' OF 1-1/ 2" AQUAnX FROM 11-P CPL 1'0 5.1 5TA11C P51; 50 60' OP 1-1/ 2" POLY FROM fit MMR- R551nU,4 P51: 45 (®T 3/ 4" MMR FLOW GPM: 300 i) (! 20' OF 3/ 4" COPPER FROM 11- 511W - CPL WA'rl? 5RVIC b�1'AIL N,T,5. HPA12 2 HA13 MO5T HY2 AL LICALLY RPMOT H5At25 HRAs # GPM PI 55URR MQ'n Ar 5fl 1 HiI I3 39,14 H,4 & H,3 20 46,83 0 --12 L[RFC49-16 0 11FCO-I4 0 LLp 630-12 I 1 ILIAf3LF Model LL-RFC49KFC49 Concealed Pendent Sprinkler Km 4 9, 155F° , 5/ 8" Orifice, Maximum Spacing 161x16' Sprinkler head demand; 15 gpm @ 7,04 PFLIAI3LF Model 11-PFC50t?FC50 Concealed Pendent Sprinkler K.-5, 155F°, 5/ 8" Oriflce, Maximum Spacing 14'x14' Sprinkler head demand: 10 qpm @ 11,11 1:LIAI31-F Model LL-PFC50JFC50 Concealed Pendent Sprinkler K®5, 155F°, 5/8" Orifice, Maximum Spacing 12'x12' Sprinkler head demand; 9 qpm © 9 h15 5UGc 5TN9 LAYOUT' 15 I3A5N9 UPON INFORMATION PROVII25b t3Y 011H125, CHANGP5 IN CON5TRUC11ON OR FIN -12 CONL2I110N5 MAY OCCUR WHICH MAY MOM CHANa51'011-ILAYOUT, I1' 1511-E M5PON5113ILI1Y OF 11-P IN51"ALLPR TO NO11PY APSX b55IGN 512VICP5 OF 5UCH CHAN25, CONaALn AlK1 R FITTING MOUNTING t2 1"AIL PROPFX FP TRt MINIMUM cur LFNGTH OF PIP 3-I/ 2", MAXIMUM GUtLPN(Th OF FIPR 12", PROPi X NRF SPINKLi:R AI2APi FINS VFr;IFY FINI5NPf7 CSILING MATERIAL 10 12S12MINE MOUNTING H i -t1 t7IMM10N C01.0p/ LINTY0� L�G�N12 4 -UP I.INP5 M121'0 PIXTLRP5 ( PAN SHOWN?, P1C,) , I3LAGK LIN5- 5PRINUR HPAP TO 5PRINUR HPAt2, = 1/ 2" PH 5IZP 1 6 I" PIPS 5IZ� i - 1-1/ 2" 'IPP SIZP C NAPA. 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FT 0,0 25,8 50, F1 0,0 12 50, F1 SPPINKLt;I P.SQUII?Ft2 5PIZINK142 PFQUI12F12 SPPINKLSt; NOf R�QUIK' V s-► Fl.ow swircH pl5�p A55M3E.Y 1.- VEL- CON \C11O (2 �10� I/ 4II�I I,QII u 900 0 MAI\ ftOOp Without Comments As Noted in Real Per The Attached LA,tter c plans have been: reMewed by The Tukwila Fire ntion Bureau 1,:%7' conformance with current city rds. Acuot.� nf:e 1s subject to errors and ,ns which ro +;o: 61.itnori ;e violations of adopted .ards and ordk. The responsibility for the uacy of c;e for + r i:ally with the designer. itions, dele:,ic,s; ifs,Ions to these drawings afte will +r -,d ':c tarce and will require a tbrnittal of s for subsequent approval. ural acceptar :c. rhe Tukwila Fire Date: / - a " I Co to held test and Inspection by Bureau. )41 dfrt) flow 1 LpFC4 PART 4Er,JT 15-4407 and Permit Nom and exact addmss for shut- down udown •' relea ion jai b rovaL 6" AA1?M 31.1.1'0 LOCA 0K A22p55 5I2 0F 3UI1.191 :FC30-12 1,10;C: PAID "AM 12 2016 r 1 ii- ri 0 .• ��. • DESIGN SERVi '' ''`._. FII': 5P11NKLf; 1075147th PI W Mukilteo, WA 98275 PH: 425-493-9680 PAX: 425-493-9717 5A5 RPP: Fa Je RP5ltXN11AL FM PR01-C110N 5Y51M TUC3P 1YP: I/ 2" 1'01-1 / 2" A.QUAPSX 5P12INKLN2 INFORMATION # OF I-EAP5 TH15 5 - 32 # OF I-EA95 THIS J013 - 32 5TA11C Pe551A 15- 50 ( WASHINGTON STATE CERTIFICATE Or COMPETENCY FIRE ION SPRINKLER SYSTEMS Bill Bri : , Belknap •-2-05'8-A Lev- 1 •ainierV,=w Root- . L. C. 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Qii ! < `► 1 ; .:./ ' V U s \\\ 51tPHANIP PAI -Y Cl% KAREN 13A1313 \ N I PRPLIM, & CON5T, 2 3 4 01-04-2016 N0, RPVI50N/ 15511 I 19At , 00 Ti JKWll ®MOC PROJPCT #: 160104-04 COMPANY: 13 & R CONTACT; RICK HOWAR13 CONTACT PHONE #: ( 255) 847-5770 5CAa: 1/ 4" ®11-0" I2 5IGNW IN: 51tPHANIP PAI -Y CHCKt213Y: KAREN 13A1313 00 Ti JKWll ®MOC <UPPLY 51AA11C P5I: 90 I?FSIt2UAL P5I: 85 FLOW GPM: 300 20' OF I-1/ 2" AQUAPFX FROM CPI, — 60' OF I-1/ 2" POLY FROM 11-F WI -FR - 5/ 4" MFTFR 20' OF 3/ 4" COPPER FROM 11-E 511F1' WA COUPLING PPV 5' OF 1-1/ 2" AQUAPFX FROM THE PRV 10 511 5MIa NIr151 pVI5101\ 1 51 A1' C PI551,M UPbA b 1'0 90 P5I, PL UFA I an IQUIt MM'5, A PI?� 55UM M7UCII\G VA.VHA5 A12173 TO 5Y5':M1 NO HAI 1OCArIO\5 CHANE 12, '-L MOs-' t MO', 2 HEA17 51" Al A HA51\Of MOVE, 4E/19-16 0 L[,yF60-14 0 630-12 ITIA1U Model LL-I.'FC491:TC49 Concealed Perdent Sprinkler K=4,9,155f°, 3/8" Orifice, Maximum Specing16'x16' 5prinkler head demand; 13 qpm @ 7,04 ELIA131.E Model 1.1.-I'.>'C301,'FC30 Concealed Pendent Sprinkler K-3, 155E°, 3/ 8" Orifice, Maximum 5pacinq 14'x14' Sprinkler head demand; 10 qpm @ 11,11 LIAI3I.F Model LL-ITC301 C30 Concealed Pendent Sprinkler K=3, 155E°, 3/8" Orifice, Maximum Spacirq 12'x12' Sprinkler head demand: 9 qpm @ 9 HFA2 2 HFAI2 M05T HY12RAULICALLY REMOTE HFAt75 HFA: # H,I I H120 & H121 GPM PRF55UI R Q' I2 AT 5TMFf 13 49.24 26 65,52 1- LL2fC O -V LLPFC01 4. o'' � r / 211 AQUAFX FkOM 5iI 10 5-1 fI.OW SWI1CH E15A55� MPLY MAI\ 5PIMKI.�P LOOP r 1H5 5UGGE51'E13 LAYOLf 15 PA5W UPON INFORMATION PROVIt2 113Y CrR5, CHANGES IN CONSTRUCTION OP FIELt2 CON121110N5 MAY OCCUR WHICH MAY FQUIRE CHANGF510THF LAYOU1 I I1' 1511-E 15PON5I131LI1Y OF -rK INSTALLER TO NOTIFY APEX t2 5IGN 5FRVICF5 OF SUCH CHANGF51 CONCW12 APART R PI1'11N6 MOUN11NG t2 1'AIL N,r,s, PROPEX EP TEE MINIMUM GUI' LENGtH OP PIPE MAXIMUM CUrLENGiH OP PIPE 12", FeLt2 VSI:IFY FINI51t17 C5ILIN6 MA11;I;IAL TO Pt1' 4MINS MOUNTING H�IGHf t21MI:N5ION COOP/ LIN11/9� L�G�Nb FLUE LIMES- FM2 TO FIX11Z5 (13A11-, SHOWN?, C3LACK LINES G SPRINKLER HFAI2 TO 5PRINKLFR HFAb1 - 1/ 2" PIPE SIZE 1 1" PIPE 51ZF If 1 I/ 2" PIPE 5IZF aNRA. IF A PIN 15 3�ING IN51'A.1.N7, NO MOI ¶-AN AN 8 P51 PP 55UI:' POP Al" 26 GPM 15I QUIF t21 A 111 AP 01-1,0 3g1.F Op �6NI.� 5M5 PIN 15 ICOMMMI2W, 5PPl l\ KL i 5Y5': 11/1195161\19 1"O 2013 NEPA 51'ANt2M12 NF PA t2I51ANC5 FkOM HEAr 50UI?C5 IT 50UFC5 A 01:12INARY IN, IN1 ME121At N P 51M OF HII 'LACE 36" 12" F ONE OF FII PLACE 60" 36" W0012 r3URNING 5TOg 42" 12" KITCHEN 12AN2 18" 9" WALL 0VCN 18" 9" HOT Alt; FLU15 18" 9" UNINSULAh121-I AT t7UCT5 18" 9" UNINSULAV NOT WA1'p PM5 12" 6" 51115 0r HOT AR 17lFFU55t; 24" 12" mar 0r HOf Alp 12IFFU5eR 36" 18" HOf WATh HtATSp 6" 3" FURNACE 6" 3" OW -250W LIGNf MIX11J 6" 3" 250W -499W OaN< FIX1Ut 12" 6" N -PA 13b 0.05P11NCI.�I? f?�QUIR�M�N1"5 NTS 8,6,3 5RRINKLR5 SHALL NOT M I QUIt t2 IN CLOTWF5 CLOSET5, LINEN CL051-5, ANI) PANTRE5 THAT MINT ALL OF 11-E FOLLOWING CONtI11ONS: (1) 11-E AICA OF 11-115PACt70F5 NOT EX0t2 24 FT' ( 212 M2) (2) THS LAST I7IM(;NSION t7M5 NOT SXCM2 3 FT (0,9 M) (3) 11-15 WALLS ANI7 CEILIN65 Al SUr?FACW W111-1 NONCOMI3U5113LOP LIMITI;t7-COMI3U511I31.MA11;RIALS AS litFIN5t7 IN NTA 220, STANt2At t7 ON TYM5 OF PULPING CONSTRUCTION, 41 _111 CLO 12,6 5Q. FT 5PRINKLFR IMQUII 12 91_811 0.0 25,8 5Q, FT SPTINKLM MQUIIl7 • 41 011 CL0 1250.Ff 5t'f;INKLSp NOV I QUIMI7 ,SUe. CO\NEC11 Q 2 Op.:p ftOO 0 1/ 411-11,QI1 MAJ\ FL00 1/ II�I1_011 0 \ MUCH -1 U P05: FLOW 5WICCH IN51'ALLA11ON N,T,S, 611 A,A1M 1'0 LOCA'�2 0\ A2255 512 OF 3U11.2II\G P V1510\ N.0',5 • C1.05i5 3E1AV -k MA5':R 317POOM AN2 3N7PQOM #4 PEMOVNb 1.00A 01\5 I\ -15 ARBA -10 3E PAN -2Y C1.05 1' IN KI1"CHt P MOVNb H120 LLp'C49-16 1■ 1-1,19F 60-1 O -:I bcw,0 A- 4� .s DESIGN SER Mi1E 5flINKI.Fk 1013147th PI W Mukllteo, WA 98215 PH: 425-493-9680 FAX: 425-493-9717 5ALF5 RFP: RF5112FN11A1. FRF PROTFC110N 5Y51'FM 1113F TYPE: I/ 2" 1'0 I -I / 2" AQUAPFX SPRINKLFR INFORMA110N # OF 1-FA2511-IIS 51-FF1" - 26 # OF HFAn5 TH15 JOC3 - 26 5TA11C PRF55U?F 15= 90 o g ::;-- RicharcjLee Howard 7966-0310-A Level 1 8 & R Plumbing, Inc. BRPLUI• DF `S..ig. lure ---Expires .m.....=le mmmm \\ 1 , 12/31/16 „,......< CONTACT PHONE #: \\\ C.) 253) 841-5110 \\\ 1/ 4" 11-0" \ \� CHFCKEn t3Y: \ - U QN \\ \ N 1 PRELIM, & CON5T1 , 2 RFVI510N I 3 REVISION 2 4 :VISION 3 ': \� 01-04-2016 02-09-2016 02-10-2016 02-17-2016 `N01 1FV150N/ 155UE 12ATF J 00 J PROJECT #: 160104-04 COMPANY: P&R PLUMPING CONTACT: RICK NOVO CONTACT PHONE #: ( 253) 841-5110 5CALF: 1/ 4" 11-0" 12F51GNEI2 t3Y: 51'FPHANIE FAHFY CHFCKEn t3Y: KAPFN r3Ar3t3 00 J