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36-356 (3) 5\v Final Calculations - Hazen - Williams HAMPSHIRE FIRE PROTECTION LLC Page 5 0041CMATTEmerson Way Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 1 16.05 1.101 0.0 0.420 13.300 K Factor = 4.40 to 150.0 0.0 . 0.0 0.0 SW 1 16.05 0.0452 0.0 0.420 0.019 Vel = 5.41 SW1 0.0 1.101 3E 11.475 13.850 13.319 to 150.0 0.0 11.475 3.504 2 16.05 0.0453 0.0 25.325 1.146 Vel = 5.41 2 16.14 1.101 2E 7.65 29.810 17.969 to 150.0 0.0 7.650 3.681 RF1 32.19 0.1641 0.0 37.460 6.149 Vel = 10.85 RF1 0.0 1.61 4E 16.0 16.210 27.799 to 120.0 1S 9.0 28.000 6.608 * Fixed loss = 3 PO 32.19 0.0390 1M 3.0 44.210 1.722 Vel = 5.07 1 Fsp 0.0 0.0 32.19 36.129 K Factor = 5.36 System Demand Pressure 36.129 Safety Margin 11.790 Continuation Pressure 47.920 Pressure @ Pump Outlet 47.920 Pressure From Pump Curve - 24.003 Pressure @ Pump Inlet 23.916 PI 0.0 1.61 1E 4.0 1.500 23.916 to 120.0 0.0 4.000 3.634 * Fixed loss = 4.5 UBF 32.19 0.0389 0.0 5.500 0.214 Vel = 5.07 UBF 0.0 1.61 0.0 50.000 27.764 to 120.0 0.0 0.0 -1.732 TEST 32.19 0.0390 0.0 50.000 1.948 Vel = 5.07 0.0 32.19 27.980 K Factor = 6.09 3 16.14 1.101 0.0 0.420 13.463 K Factor = 4.40 to 150.0 0.0 0.0 0.0 SW2 16.14 0.0476 0.0 0.420 0.020 Vel = 5.44 SW2 0.0 1.101 1T 9.563 8.080 13.483 to 150.0 1E 3.825 13.387 3.504 2 16.14 0.0457 0.0 21.467 0.982 Vel = 5.44 0.0 16.14 17.969 K Factor = 3.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 e i Pres;re / Flow Summary - STANDARD HAMPSHIRE FIRE PROTECTION LLC Page 4 0041CMAi7Emerson Way Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 24.92 4.4 13.3 na 16.05 0.05 320 13.3 SW1 24.92 13.32 na 2 16.83 17.97 na RF1 8.33 27.8 na PO 0.0 36.13 na PI 0.0 23.92 na UBF 2.0 27.76 na TEST 6.0 27.98 na 3 24.92 4.4 13.46 na 16.14 0.05 320 13.3 SW2 24.92 13.48 na The maximum velocity is 10.85 and it occurs in the pipe between nodes 2 and RF1 c Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 0041CMAT7Emerson Way Date Fitting Legend Abbrev. Name % '/. 1 1'% 1' /s 2 2'/: 3 3' /z 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow M Medium Tum Elbow 0 2 2 3 3 4 5 6 6 8 10 12 16 19 22 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. N } r:mmni itor Prnnramc by Hydrator. Inr Pno rto 11 1 Windham N H 1 IRA mnR7 Water Supply Curve (C) HAMPSHIRE FIRE PROTECTION LLC Page 2 0041 CMAl7Emerson Way Date t City Water Supply: Pump Data: Demand: C1 - Static Pressure : 28 P1 - Pump Churn Pressure : 27.5 D1 - Elevation : 8.194 C2 - Residual Pressure: 23 P2 - Pump Rated Pressure : 25 D2 - System Flow : 32.191 C2 - Residual Flow : 639 P2 - Pump Rated Flow : 30 D2 - System Pressure : 36.129 P3 - Pump Pressure @ Max Flow : 16.25 Hose ( Demand ) City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 45 D3 - System Demand : 32.191 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 1621.54 Safety Margin : 11.790 Al - Adjusted Static: 26.099 City Residual Flow @ 20 = 823.83 A2 - Adj Resid : 24.183 @ 30 City Water @ 150% of Pump = 27.96 A3 - Adj Resid : 22.043 © 45 150 140 130 P 120 R 110 E 100 . S 90 S 80 U 70 . R 60 AI +P1 A2 + P2 E 50 40 +P 132- - 30 Cl AA - C2 20 o ' Al 10 DI 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 0041 CMA'17Emerson Way Date HYDRAULIC DESIGN INFORMATION SHEET Name - WHITMAN COTTAGE Date - 03 -02 -12 Location - NORTHAMPTON, MA 01060 Building - LOT 47 EMERSON WAY System No. - 1 Contractor - HAMPSHIRE FIRE PROTECTION LLC Contract No. - 0041CMA Calculated By - WAYNE STOCKER Drawing No. - FP1 Construction: (X) Combustible ( ) Non - Combustible Ceiling Height 8' - OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gprn System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gprn Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make RELIABLE Model F1RES44 I Elevation at Highest Outlet - 18' Feet Size 1/2 K- Factor 4.4 G Note: Temperature Rating 155 N Calculation Gpm Required 32.1 Psi Required 16.1 At Test Summary C- Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 02 -13 -12 Rated Cap. 30 Cap. T Time of Test - 8AM 6 Psi 25 Eiev. E Static (Psi) - 28 Eiev. 2' R Residual (Psi) - 23 Other Well Flow (Gpm) - 639 Proof Flow Gpm S Elevation - 6' P Location: EMERSON WAY P L Source of Information: NORTHAMPTON WATER DEPARTMENT Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413 - 642 -3287 Job Name : 0041CMAT7Emerson Way Building : LOT #7 EMERSON WAY Location : NORTHAMPTON, MA 01060 System : 1 Contract : 0041 CMA Data File : 0041 CMATIEmerson Way AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams - r. HAMPSHIRE FIRE PROTECTION LLC Page 5 0041CMATTEmerson Way Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 1 16.05 1.101 0.0 0.420 13.300 K Factor = 4.40 to 150.0 0.0 0.0 0.0 SW1 16.05 0.0452 0.0 0.420 0.019 Vel = 5.41 . SW1 0.0 1.101 3E 11.475 13.850 13.319 to 150.0 0.0 11.475 3.504 2 16.05 0.0453 0.0 25.325 1.146 Vel = 5.41 2 16.14 1.101 2E 7.65 29.810 17.969 to 150.0 0.0 7.650 3.681 RF1 32.19 0.1641 0.0 37.460 6.149 Vel = 10.85 RF1 0.0 1.61 4E 16.0 16.210 27.799 to 120.0 1S 9.0 28.000 6.608 * Fixed loss = 3 PO 32.19 0.0390 1M 3.0 44.210 1.722 Vel = 5.07 1 Fsp 0.0 0.0 32.19 36.129 K Factor = 5.36 System Demand Pressure 36.129 Safety Margin 11.790 Continuation Pressure 47.920 Pressure @ Pump Outlet 47.920 Pressure From Pump Curve - 24.003 Pressure @ Pump Inlet 23.916 PI 0.0 1.61 1E 4.0 1.500 23.916 to 120.0 0.0 4.000 3.634 * Fixed loss = 4,5 UBF 32.19 0.0389 0.0 5.500 0.214 Vel = 5.07 UBF 0.0 1.61 0.0 50.000 27.764 to 120.0 0.0 0.0 -1.732 TEST 32.19 0.0390 0.0 50.000 1.948 Vel = 5.07 0.0 32.19 27.980 K Factor = 6.09 3 16.14 1.101 0.0 0.420 13.463 K Factor = 4.40 to 150.0 0.0 0.0 0.0 SW2 16.14 0.0476 0.0 0.420 0.020 Vel = 5.44 SW2 0.0 1.101 1T 9.563 8.080 13.483 to 150.0 1E 3.825 13.387 3.504 2 16.14 0.0457 0.0 21.467 0.982 Vel = 5.44 0.0 16.14 17.969 K Factor = 3.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .-Pre sure / Flow Summary - STANDARD HAMPSHIRE FIRE PROTECTION LLC Page 4 0041 CMAIlEmerson Way Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual _ Actual Req. 1 24.92 4.4 13.3 na 16.05 0.05 320 13.3 SW1 24.92 13.32 na 2 16.83 17.97 na RF1 8.33 27.8 na PO 0.0 36.13 na PI 0.0 23.92 na UBF 2.0 27.76 na TEST 6.0 27.98 na 3 24.92 4.4 13.46 na 16.14 0.05 320 13.3 SW2 24.92 13.48 na The maximum velocity is 10.85 and it occurs in the pipe between nodes 2 and RF1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 0041CMA77Emerson Way Date Fitting Legend Abbrev. Name % '/1 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow M Medium Turn Elbow 0 2 2 3 3 4 5 6 6 8 10 12 16 19 22 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. r mmnufgar Drr.nr .mmc k.. LL..1r-dr.r. 1.... D....a.+ 4 11 \Al:...11...... AI u 1 IOA n9/107 P Water Supply Curve (C) HAMPSHIRE FIRE PROTECTION LLC Page 2 0041 CMATTEmerson Way Date .. City Water Supply: Pum Data: Demand: Y Pump C1 - Static Pressure : 28 P1 - Pump Churn Pressure : 27.5 D1 - Elevation : 8.194 C2 - Residual Pressure: 23 P2 - Pump Rated Pressure : 25 D2 - System Flow : 32.191 C2 - Residual Flow : 639 P2 - Pump Rated Flow : 30 D2 - System Pressure : 36.129 P3 - Pump Pressure © Max Flow : 16.25 Hose ( Demand ) City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 45 D3 - System Demand : 32.191 for Pf - Elev - Hose Flow City Residual Flow © 0 = 1621.54 Safety Margin : 11.790 Al - Adjusted Static: 26.099 City Residual Flow © 20 = 823.83 A2 - Adj Resid : 24.183 @ 30 City Water @ 150% of Pump = 27.96 A3 - Adj Resid : 22.043 @ 45 150 140 130 P 120 R 110 E 100 ' S 90 1 . s 80 U 70 R 60 Al + P1 G A2 +P2 E 50 v ' 40 Aat+ P13 3 C1 0 _ C2 0 20 : Al 10 c D1 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1, 0041 CMA ?7Emerson Way Date HYDRAULIC DESIGN INFORMATION SHEET Name - WHITMAN COTTAGE Date - 03 -02 -12 Location - NORTHAMPTON, MA 01060 Building - LOT #7 EMERSON WAY System No. - 1 Contractor - HAMPSHIRE FIRE PROTECTION LLC Contract No. - 0041CMA Calculated By - WAYNE STOCKER Drawing No. - FP1 Construction: (X) Combustible ( ) Non - Combustible Ceiling Height 8' -0" OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make RELIABLE Model F1RES44 I Elevation at Highest Outlet - 18' Feet Size 1/2 K- Factor 4.4 G Note: Temperature Rating 155 N Calculation Cpm Required 32.1 Psi Required 16.1 At Test Summary C- Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 02 -13 -12 Rated Cap. 30 Cap. T Time of Test - 8AM @ Psi 25 Elev. E Static (Psi) - 28 Elev. 2' R Residual (Psi) - 23 Other Well Flow (Gpm) - 639 Proof Flow Gpm S Elevation - 6' _ P Location: EMERSON WAY P L Source of Information: NORTHAMPTON WATER DEPARTMENT Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • M Ar Mr * _ Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413- 642 -3287 Job Name : 0041CMAT7Emerson Way Building : LOT #7 EMERSON WAY Location : NORTHAMPTON, MA 01060 System : 1 Contract : 0041 CMA Data File : 0041CMA77Emerson Way AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • RECEIVED 1 1 2 - Hampshire Fire Protection LLC IGHT --------- -tater- of Transmittal 507 Southampton Road Westfield. MA 01085 Tel. 413-642-3287 - Fax 413-642-3792 Date: 03-08-12 Job Number: 0041CMA Job Name:77 Emerson Way Send to: Wright Builders, Inc. 48 Bates Street Northampton, MA 01060 Attention: Jon Harris Transmitted via [3] US Mail 0 UPS J3 FedX Next Day DHand Via separate cover FTP 0 Other Fax: email: The following items: El Shop drawings Z Prints Z Calculations [2 Change order ID Samples I: Specifications CI Copy of letter Quantity Date Description 2 03-02-12 FP1 Fire Sprinkler Shop Drawing 2 03-02-12 Calculations Transmitted for: ED Approval Z Your use Z As requested I: Review & comment [2 Permit Z Record 0 Coordination [::1 Quotation Notes: Copy to: faa.34ree cgee-diet Design - Project Management If enclosures are not as noted. kindly notify us at once. AMP Wright Builders, Inc. RECEIVED , 0 ��L 1 , � OE �K �7 UVM JUL _ L _� 48 Bates Street • Northampton, Ma 0106( wa 9 2012 Date 3/12/2012 [Job No. Attention: (413) 586 -8287 Re: Lot 7 Sprinkler System Fax (413) 587 -9276 " c P a ; 77 Emerson Way Northampton, MA To: Chuck Miller & Louis Hasbrouck 5 I-- Northampton Building Commission Office (.0 212 Main St Northampton, MA 01060 We are Sending You Attached i Under Separate Cover via The Following Items: Shop Drawings " Prints f . Plans i...e Samples � Specifications r Copy of Letter i Change Order Calculations Copies Date No. Description 1 3/2/12 FP1 Fire Sprinkler Shop Drawing 2 3/2/12 Calculations f v _6 i'AJ These are Transmitted as checked below: - For approval __ Approved as submi - ed ie.. Resubmit copies for approval For your use l Approved as noted T Submit copies for distribution yn As Requested E__ Returned for corrections i Return corrected prints i- For review and comment 3� l�e FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau