Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
201503301622
00RT11 BUILDING PERMIT TOWN OF NORTH ANDOVER' qa APPLICATION FOR PLAN EXAMINATION Permit No#:� Date,Receivec# ACHU Date Issued: IMPORTANT:Applicant must complete all items.on this'page r�E t,f r 4 l� leu rlP ..a. Ir rrrrr n� G xw�rr uu. Luul. war rris�,run awV,.•.I, J1a,ramaa„, nolUr.nc f>l/�� ” TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ` New Building ❑ One family ❑Addition )4 Two or more fam411 El Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other omY m��arcaN�y r r+y� � ml � lal 190M ni� ❑nmrrr!rf f'Wi'm�r n,aa�ar,e,Ilrs�r�r elnf�ds,I,'N!�xrisIifo w�.Fc{r DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly „ �. .. OWNER: Name: Con.. f4 ,. Phone: Address: r° � 4 e'nr.;Crr yrnull>"�rrmzrtiarcrairirnv.�,rrarrttia nriwarUm��anu�r:,rixxnx iinrarieimnti�Jyr�,,n;rr o c ®rr a reg c� tr SOT 4< � lig I Id � r � ARCHITECT/EN,glN -ER �� ��'� ... - ° � ,�� tYes Phone: � Address: Re No. - �= Moir, -- FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COSTBASED ON$925.00 PER S.F. Total Project Cost: $ FEE: " Check No =� Receipt N' - ' NOTE: Persons contracting with unregi ter d c ntractors do riot,have,access,to t e guarun fund Sagnature,of Agent/Owner,� NORTy Town of over No. soh ver, Mass, ' s COC HICNEWICK y1' A°RAreo s � BOARD OF HEALTH Food/Kitchen PERMIT T L D Septic System r!�THIS CERTIFIES THAT ....... .. BUILDING INSPECTOR has permission to erect.......................... buildings orf�..�r,�..� :... .�.r..7.`?:........ Foundation Rough to be occupied as �1 sl.:�:!.�;?,ra.l�i:}:....le� ......................................... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ................. .............................................................. Final BUILDING INSPECTOR GAS INSPECTOR" Occupancy Permit Required t® Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. 24 atinum HOUR SERVICE Protection & vireServices, LLC A Leader in the Fire Protection IndU tr To: Building Department 1600 Osgood St. North Andover, MA 01845 Re: Merrimack Condos Building "D" 68, 70, 72 & 74 Compass Point North Andover, MA Subject: Scope of Work Date: March 17, 2015 This letter shall serve to inform the Authority Having Jurisdiction about the scope of work at Building "D" (68, 70, 72 & 74 Compass Point). We will be installing a new fire protection sprinkler system throughout the building per NFPA13R (2013). There will be anew backflow preventer. Basement pipe is steel,,and the rest is CPVC. Listed approved heads will be used. Each unit will be zoned out with a separate zone control valve assembly. There is a fire department connection at the riser. Signature " Leon S. Bushnell ` Engineering Platinum Fire Protection 508.481.8242 1 Fax 508.481.8506 1237 Cedar Hill Street, Marlboro, MA 01752 1 www.platiriumfireprotectiori.com ES-A-200013 Series 2000B A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: 1/2" —2" (15—50mm) Features R • Ease of maintenance with only one cover 2"2000B HC • Top entry (50mm) • Replaceable seats and seat discs lid • Modular construction • Compact design • 1/2";-2"(15-50mm)Cast bronze body construction ± s „ • Top mounted ball valve test cocks /a 2000B (20mm) • Low pressure drop • No special toots required Series 20008 Double Check Valve Assemblies are designed to protect drinking water sup- 1/2"—1" (15-25 mm)have plies for dangerous cross-connections in accordance with national plumbing codes and tee handles water authority requirements for non-health-hazard non-potable service applications such as irrigation,fire line,or industrial processing. Available Models These valves meet the requirements of ASSE Std. 1015 and AWWA Std.C510 and are Suffix: approved by the Foundation for Cross-Connection Control and Hydraulic Research at the B- Quarter turn ball valves University of Southern California. LBV- less ball valves Specifications SH- stainless steel ball valve handles A Double Check Valve Assembly shall be installed at each noted location.The assembly HC- 2'/2" inlet/outlet fire hydrant fitting shall consist of two positive seating check modules with captured springs and rubber seat (2"valve) discs.The check module seats and seat discs shall be replaceable.Service of all internal components shall be through a single access cover secured with stainless steel bolts. Pressure — Temperature The assembly shall also include two resilient seated isolation valves and four top mounted, Temperature Range:33°F—140°F resilient seated test cocks.The assembly shall meet the requirements of ASSE Std. 1015 (0.5°C—60°C) and AWWA Std.,C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.Assembly shall be an Ames Maximum Working Pressure: 175psi Company Series 2000B. (12.1 bar) Approvals Standards c��pssfF,�o AWWA Std. C510, IAPMO PS31 E) Q ® UPO® C@U& Us us 1015 B64,5 3/4"-2" A WARNING (LBV Models Only) It is illegal to use this product in any plumbing Approved by the Foundation for Cross-Connection Control and Hydraulic Research at system providing water for human consumption, the University of Southern California. such as drinking or dishwashing,in the United LBV models not listed. States.Before installing standard material prod- Horizontal and vertical "flow up" approval on all sizes. uct,consult your local water authority,building and plumbing codes. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfirewater.com Dimensions - Weights A i:- ID C B F Suffix HC - Fire Hydrant Fittings dimension "A"=23'/2" (594mm) �H- G11 G � WEIGHT A B G F G H I in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. 1/2 15 10 254 4% 117 2'/s 62 5 127 3% 85 25/16 59 2'/6 52 4.5 2 3/4 20 11'/6 282 4 102 31/8 79 0116 157 3'/6 87 2'/s 54 15/s 33 5 2.3 1 25 13'/4 337 5'/8 130 4 102 7'/z 191 3% 85 1 11'/16 43 1 111/16 43 12 5.4 11/4 32 16% 416 5 127 Pii6 84 9'/z 241 5 127 3 76 1 2 50 15 6.8 11h 40 163/4 425 4'/8 124 3'/2 89 93/4 248 513/16 148 3% 79 �211/1, 68 15.86 7.2 2 50 19'/2 495 61/4 159 4 102 133/8 340 6'/8 156 3'/6 87 211/6 68 25.75 11.7 Strainer sold separately Capacities kPa psi1 As compiled from documented Foundation for Cross-Connection Control 96 14 A 1/4 (32m m) and Hydraulic Research at the University of Southern California lab tests. N 83 12 &Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) o 69 10 J 55 8 kPa psi 11211 (15mm) 41 6 y 83 12 A N 28 4 069 10 d 55 8 d 0 14 2 3 41 6 0 0 N E8 4 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm aa) 14 2 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm d 0 00 2 4 6 8 10 12 15 2.3 30 46 turps AP 0 7.6 15.2 22.8 30.4 38 45.6 Ipm Flow Rate 5 7.5 10 fps 15 2.3 30 mps kPa psi 1112" (40mm) Flow Rate 83 12 A kPa psiA 3/4" (20mm) N ss 10 N 152 22 0 55 8 0 124 18 i 41 6 10 96 14 y 28 4 � N 14 2 y 69 10 0 0 4. Apo 10 20 30 40 50 60 70 80 90 100 110 120 gpm L 41 6 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 14 2 5 7.5 10 15 fps 0 5 10 15 28 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps AP 0 19 38 57 76 95 114 133 152 171 190 Ipm Flow Rate 7.5 15 fps 2.3 4.6 mps kPa psi 0"(50mm) Flow Rate N 83 12 (n iio is A 1" (25mm) N0 69 10 55 8 083 12 69 10 3 41 6 j 55 8 N 28 4 tl/ 41 6 14 2 a 28 4 a 0 0 CL 14 2 0 25 50 75 100 125 150 175 200 gpm AP 0 95 190 285 380 475 570 665 760 Ipm AP 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 1.5 2.3 3.0 4.6 mps 57.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate A M E S FIRE&WATERWORKSy A Watts Water Technologies Company USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •AmesFireWater.com ES-A-200013 1410 0 2014 Ames Fire&Waterworks MERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MERRIMACK BLDG "D" Location: COMPASS POINT NORTH ANDOVER, MA Drawing Date: 2/23/15 Remote Area Number: 1 Contractor: PLATINUM FIRE PROTECTION Telephone:508-481-8242 237 CEDAR HILL STREET MARLBOROUGH, MA 01752 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:RESIDENTIAL Reviewing Authorities :NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN COde:NFPAI3R Hazard:RES System Type:WET Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VIC Area per Sprinkler 340 .0 sq ftj Model: V27 Hose Allowance Inside 0 gpm K-Factor: 4 .20 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 169.8 psi Required: 78.7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 7/1/13 ( Rated Capacity 0 gpm Static Pressure 95. 0 psi ( Rated Pressure 0 . 0 psi Residual Pres 85.0 psi ( Elevation 0 At a Flow of 1555 gpm ( Make: Elevation 0" ► Model: Location: COMPASS POINT/TURNPIKE Source of Information: T.B. BLDG. /N.ANDOVER F.D. SYSTEM VOLUME 102 Gallons Notes : OF ICI La. 1 000" NERRINACE BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 70 72.7 psi 1 1',�" Grvd Butterfly Valve 0 ' 0 1. 610 70 0. 0 1 11-�" Grvd Shotgun Valve 0 ' 0 1. 610 70 0. 0 Elevation Change 310" 1.3 1 2" Thrd 90 Ell DI 0 ' 120 2. 067 70 0. 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0. 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0. 0 1 2" FG Back Flow Valve AMES "200B" CHART LOSS 70 4. 1 1 2" Thrd 90 Ell DI 0 ' 120 2.067 70 0. 0 1 Pipe 4" DIx18 8 ' 140 4 .220 70 0. 0 1 4" Fingd 90 Ell 10 ' 120 4. 026 70 0. 0 1 Pipe 4" DIx18 200 ' 140 4 .220 70 0.2 1 4" Fingd 45 Ell 4 ' 120 4 . 026 70 0. 0 1 Pipe 4" DIx18 200 ' 140 4 .220 70 0.2 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 170 78.7 psi Water Source 95. 0 psi static, 85.0 psi residual @ 1555 gpm 170 gpm 94.8 psi SAFETY PRESSURE 16.2 psi Available Pressure of 94.8 psi Exceeds Required Pressure of 78.7 psi This is a safety margin of 16.2 psi or 17 % of Supply Maximum Water Velocity is 23. 4 fps NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 .001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0. 1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations MERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^14) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 100 27 .00 4 .20 16. 8 17 .2 17 . 0 0 . 05 101 27 .00 4 .20 16.7 17 .2 17. 0 0 . 05 102 27 .00 4 .20 19. 1 18 . 4 17. 0 0. 05 103 27 .00 4 .20 16. 4 17 . 0 17. 0 0 . 05 210 -3.00 61 . 6 211 9.00 52 . 8 214 18 .00 24 . 7 215 18 .00 22 . 4 216 18 .00 22 . 1 Al -3.00 64 . 7 A2 -5.00 69. 9 W 3.00 72 .7 Max velocity of 23. 40 occurs in the pipe from 214 TO 211 NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 103 TO W (PRIMARY PATH) 17 .00 1. 109 2E 18 . 67 16. 4 16. 4 K = 4 .20 103 C=150 1T 17 . 83 3. 9 0 . 0 17 . 00 0. 049 36. 50 1. 8 16. 4 Vel = 5.70 17 . 19 1. 109 1 . 97 22 . 1 22 . 1 216 C=150 0. 00 0. 0 0 .0 See PATH 2 34 . 19 0 . 177 1 . 97 0.3 22 . 1 Vel = 11. 47 17 .21 1. 109 6.02 22 . 4 22 . 4 215 C=150 0 .00 0. 0 0.0 See PATH 3 51 . 40 0. 377 6. 02 2. 3 22 . 4 Vel = 17 .24 18 . 36 1. 109 1E 22. 69 24 . 7 24 .7 214 C=150 1T 13.87 3. 9 0. 0 See PATH 4 69 .76 0. 663 36.56 24 .2 24 .7 Vel = 23. 40 1 . 400 lE 12 . 00 52. 8 52. 8 211 C=150 4 . 86 5.2 0 .0 69 .76 0 .213 16. 86 3. 6 52 .8 Vel = 14 . 68 1. 682 1E 8 .59 61. 6 61 . 6 210 C=120 1T 14 . 85 0 . 0 0 .0 69.76 0. 132 23 . 44 3. 1 61 . 6 Vel = 10 .17 1. 682 3E 18 .30 64 . 7 64 .7 Al C=120 14 .85 0 . 9 0 . 0 69 .76 0. 132 33. 15 4 . 4 64 .7 Vel = 10 . 17 2 . 157 8E 97 . 48 69. 9 69. 9 A2 C=120 1T 61 .53 -3.5 0 . 0 69 .76 0 . 039 159.02 6.2 69. 9 Vel = 6. 18 W 69 .76 72.7 K = 8 . 18 PATH 2 FROM HYDRAULIC REFERENCE 101 TO 216 17 . 19 1. 109 3E 16.53 16. 7 16.7 K = 4 .20 101 C=150 11 .89 3. 9 0. 0 17 .19 0. 050 28 . 42 1 . 4 16.7 Vel = 5 . 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 216 17 . 19 22 . 1 K = 3. 66 PATH 3 FROM HYDRAULIC REFERENCE 100 TO 215 17 .21 1 . 109 3E 12 .54 16. 8 16.8 K = 4 .20 100 C=150 1T 21 .79 3. 9 0 .0 17 .21 0 . 050 34 .33 1. 7 16.8 Vel = 5.77 215 17 .21 22 . 4 K = 3 . 64 PATH 4 FROM HYDRAULIC REFERENCE 102 TO 214 18 .36 1 . 109 2E 11 . 91 19. 1 19.1 K = 4 .20 102 C=150 1T 17 . 83 3. 9 0 .0 18 . 36 0 . 056 29.74 1.7 19.1 Vel = 6. 16 214 18 . 36 24 .7 K = 3. 70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) vW" VVCRLV1 1-mumullwu "VOW 1.%11VWQ11%'W MERRIMACK BLDG "D" Static Pres: 95.0 psi Pressure: 78.7 psi In: 0 gpm COMPASS POINT Resid. Pres: 85.0 psi Sys Flow: 70 gpm Out: 100 gpm NORTH ANDOVER, MA Flow: 1555 gpm Sys+Hose: 170 gpm Remote Area: 1 Date: 7/1/13 Safety Pres: 16.2 psi Loc: COMPASS POINT/TURNPIKE Hd Elv Pres: 11.7 psi 140 120 - 100 - 4 Supply 80 60 40 20 11.7 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MERRIMACK BLDG "D" Location: COMPASS POINT NORTH ANDOVER, MA Drawing Date: 2/23/15 Remote Area Number: 2 Contractor: PLATINUM FIRE PROTECTION Telephone: 508-481-8242 237 CEDAR HILL STREET MARLBOROUGH, MA 01752 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:RESIDENTIAL Reviewing Authorities :NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPAI3R Hazard:LIGHT System Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: VIKING Area per Sprinkler 320. 0 sq ftj Model: VK188 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 164.3 psi Required: 70.4 @ Source WATER SUPPLY Water Flow Test, Pump Data Date of Test 7/1/13 1 Rated Capacity 0 gpm Static Pressure 95.0 psi I Rated Pressure 0 . 0 psi Residual Pres 85. 0 psi Elevation 0 At a Flow of 1555 gpm Make: Elevation 0" Model: Location: COMPASS POINT/TURNPIKE Source of Information: T.B. BLDG. /N.ANDOVER F.D. SYSTEM VOLUME 102 Gallons Notes : OF M1 pwation �ti NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 1 1 �" Grvd Butterfly Valve 64 64. 6 psi 1 1' Grvd Shotgun Valve Of 0 1. 610 64 0. 0 0 0 1. 610 64 0. 0 " 1 2" Thrd 90 Ell DI Elevation Change 310 1 .3 1 2" Thrd 90 Ell DI 0 ' 120 2. 067 64 0. 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 64 0 . 0 1 2" FG Back Flow Valve AMES "20OB" CHARTT ,LOSS0 2 ' 067 64 0. 0 1 2" Thrd 90 Ell DI 64 4 . 0 1 Pipe 4" DIx18 0 ' 120 2 .067 64 0. 0 1 4" Fingd 90 Ell 8 ' 140 4 .220 64 0.0 1 Pipe 4" DIx18 10 ' 120 4 .026 64 0. 0 1 4" Fingd 45 Ell 200 ' 140 4 .220 64 0.2 1 Pipe 4" DIx18 4 ' 120 4 .026 64 0 . 0 200 ' 140 4 .220 64 0.2 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 164 Water Source 95. 0 psi static, 85. 0 psi residual @ 1555 gpm 164 70' 4 Psi gpm 94. 8 psi SAFETY PRESSURE 24.4 psi Available Pressure of 94.8 psi Exceeds Required Pressure of 70. 4 psi This is a safety margin of 24.4 psi or 26 % of Supply Maximum Water Velocity is 13. 5 fps NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/p Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv =, 0 . 001123 x Q^2/ID^4 Pn Normal pressure' (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations NERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 200 9.00 5. 60 33.2 32 . 3 32. 0 0 . 10 201 9.00 5. 60 32 . 7 32 . 0 32 . 0 0. 10 210 -3. 00 55. 4 211 9 .00 47 . 1 212 9.00 35. 6 213 9. 00 35. 1 Al -3. 00 58 . 1 A2 -5. 00 62 .7 W 3 .00 64 . 6 Max velocity of 13 . 53 occurs in the pipe from 212 TO 211 MERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 32 .02 1 . 049 1T 2 . 83 32. 7 32 .7 K = 5. 60 201 C=120 5.00 0. 0 0.0 32 .02 0 . 311 7 . 83 2. 4 32 .7 Vel = 12 . 00 1. 400 9. 96 35. 1 35. 1 213 C=150 0. 00 0. 0 0 .0 32 .02 0. 050 9. 96 0. 5 35. 1 Vel = 6.74 32 .25 1 . 400 1E 28 . 68 35. 6 35. 6 212 C=150 3T 34 .04 0. 0 0. 0 See PATH 2 64 .28 0. 183 62 . 72 11. 5 35. 6 Vel = 13. 53 1. 400 1E 12 . 00 47 . 1 47.1 211 C=150 4 . 86 5.2 0 .0 64 .28 0. 183 16. 86 3. 1 47 . 1 Vel = 13.53 1. 682 1E 8 .59 55. 4 55. 4 210 C=120 1T 14 . 85 0. 0 0 .0 64 .28 0. 113 23. 44 2 .7 55. 4 Vel = 9. 37 1. 682 3E 18 .30 58 . 1 58 . 1 Al C=120 14 . 85 0. 9 0. 0 64 .28 0. 113 33 . 15 3. 8 58 . 1 Vel = 9. 37 2 . 157 8E 97 . 48 62 . 7 62.7 A2 C=120 1T 61 . 53 -3. 5 0 . 0 64 .28 0 . 034 159. 02 5. 4 62 .7 Vel = 5. 70 W 64 .28 64 . 6 K = 8 . 00 PATH 2 FROM HYDRAULIC REFERENCE 200 TO 212 32 .25 1. 049 1T 2. 83 33.2 33.2 K = 5. 60 200 C=120 5. 00 0 .0 0 . 0 32 . 25 0. 315 7 . 83 2 .5 33.2 Vel = 12. 09 212 32.25 35. 6 K = 5. 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ••�'«' lxv4uucu MVAC/111VWd11GC MERRIMACK BLDG "D" Static Pres: 95.0 psi Pressure: 70.4 psi In: 0 gpm COMPASS POINT Resid. Pres: 85.0 psi Sys Flow: 64 gpm Out: 100 gpm NORTH ANDOVER, MA Flow: 1555 gpm Sys+Hose: 164 gpm Remote Area: 2 Date: 7/1/13 Safety Pres: 24.4 psi 140 Loc: COMPASS POINT/TURNPIKE Hd Elv Pres: 3.9 psi 120 100 80 P S 100 pm hos 60 40 20 si 100 150 200 250 300 350 400 450 500 Flow (gpm) NERRINACE BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MERRIMACK BLDG "D" Location: COMPASS POINT NORTH ANDOVER, MA Drawing Date: 2/23/15 Remote Area Number: 1 Contractor: PLATINUM FIRE PROTECTION Telephone: 508-481-8242 237 CEDAR HILL STREET MARLBOROUGH, MA 01752 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:RESIDENTIAL Reviewing Authorities :NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPAI3R Hazard:RES System Type:WET Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VIC Area per Sprinkler 340 . 0 sq ftj Model: V27 Hose Allowance Inside 0 gpm K-Factor: 4 .20 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 169. 8 psi Required: 78.7 @ Source WATER SUPPLY Water Flow Test Pump ,Data Date of Test 7/1/13 1 Rated Capacity 0 gpm Static Pressure 95.0 psi I Rated Pressure 0 . 0 psi Residual Pres 85. 0 psi I Elevation 0 At a Flow of 1555 gpm ( Make: Elevation 0" Model: Location: COMPASS POINT/TURNPIKE Source of Information: T.B. BLDG. /N.ANDOVER F. D. SYSTEM VOLUME 102 Gallons Notes : NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 70 72.7 psi 1 1' Grvd Butterfly Valve 0 ' 0 1. 610 70 0. 0 1 1' Grvd Shotgun Valve 0 ' 0 1. 610 70 0.0 Elevation Change 310" 1.3 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0. 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0.0 1 2" Thrd 90 Ell DI 0 ' 120 2. 067 70 0. 0 1 2" FG Back Flow Valve AMES "200B" CHART LOSS 70 4 . 1 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0. 0 1 Pipe 4" DIx18 8 ' 140 4. 220 70 0 .0 1 4" Fingd 90 Ell 10 ' 120 4 . 026 70 0. 0 1 Pipe 4" DIx18 200 ' 140 4 . 220 70 0.2 1 4" Fingd 45 Ell 4 ' 120 4. 026 70 0.0 1 Pipe 4" DIx18 200 ' 140 4 .220 70 0.2 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 170 78.7 psi Water Source 95. 0 psi static, 85. 0 psi residual @ 1555 gpm 170 gpm 94.8 psi SAFETY PRESSURE 16.2 psi Available Pressure of 94.8 psi Exceeds Required Pressure of 78. 7 psi This is a safety margin of 16.2 psi or 17 % of Supply Maximum Water Velocity is 23. 4 fps NERRINACE BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x Qa Flow added or subtracted -\/p Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL NUMBER MINIMUM ACTUAL K-FACTOR (FT) (GPM/ (PSI^ ) ) (PSI) FLOW FLOW DENSITY (GPM) (GPM) (GPM/SQ. FT) 100 27. 00 4 .20 16. 8 17.2 101 27. 00 4 .20 17. 0 0. 05 102 16. 7 17 .2 17. 0 0. 05 27. 00 4 .20 19. 1 18 . 4 17. 0 0 . 05 103 27. 00 4 .20 16. 4 17. 0 210 -3. 00 17. 0 0 . 05 211 61 . 6 9. 00 52 . 8 214 18 . 00 24 .7 215 18 . 00 22 . 4 216 18 . 00 22 . 1 Al -3. 00 64 . 7 A2 -5. 00 69. 9 W 3. 00 72. 7 Max velocity of 23 . 40 occurs in the pipe from 214 TO 211 MERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 103 TO W (PRIMARY PATH) 17 .00 1. 109 2E 18 . 67 16. 4 16.4 K = 4 .20 103 C=150 1T 17 . 83 3. 9 0 .0 17 .00 0. 049 36.50 1. 8 16.4 Vel = 5. 70 17 . 19 1 . 109 1 . 97 22. 1 22 . 1 216 C=150 0. 00 0. 0 0. 0 See PATH 2 34 . 19 0. 177 1 . 97 0. 3 22 . 1 Vel = 11. 47 17 .21 1 . 109 6.02 22. 4 22 .4 215 C=150 0 .00 0. 0 0.0 See PATH 3 51 .40 0. 377 6.02 2. 3 22 . 4 Vel = 17 .24 18 .36 1. 109 1E 22 . 69 24 . 7 24 . 7 214 C=150 1T 13 . 87 3. 9 0 . 0 See PATH 4 69.76 0. 663 36.56 24 .2 24 . 7 Vel = 23. 40 1. 400 lE 12 .00 52. 8 52 . 8 211 C=150 4 .86 5.2 0. 0 69 .76 0.213 16.86 3. 6 52. 8 Vel = 14 . 68 1. 682 1E 8 . 59 61 . 6 61 . 6 210 C=120 1T 14 . 85 0. 0 0. 0 69.76 0. 132 23 . 44 3. 1 61. 6 Vel = 10. 17 1. 682 3E 18 .30 64 . 7 64 . 7 Al C=120 14 . 85 0 . 9 0 . 0 69. 76 0 . 132 33 . 15 4 . 4 64 . 7 Vel = 10. 17 2 . 157 8E 97 . 48 69. 9 69. 9 A2 C=120 1T 61 .53 -3 . 5 0. 0 69. 76 0 . 039 159. 02 6.2 69. 9 Vel = 6. 18 W 69. 76 72 . 7 K = 8 . 18 PATH 2 FROM HYDRAULIC REFERENCE 101 TO 216 17 . 19 1 . 109 3E 16. 53 16.7 16. 7 K = 4 .20 101 C=150 11 . 89 3 . 9 0. 0 17. 19 0 . 050 28 . 42 1 . 4 16.7 Vel = 5. 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES Pt FTNG S Pe Pv ******* NOTES POINT ******* Qt Pf/ft TOTAL Pf Pn 216 17 . 19 22. 1 K = 3. 66 PATH 3 FROM HYDRAULIC REFERENCE 100 TO 215 17.21 1. 109 3E 12. 54 16.8 16. 8 K = 4.20 100 C=150 1T 21 . 79 3. 9 0. 0 17.21 0. 050 34 . 33 1 .7 16. 8 Vel = 5. 77 215 17.21 22 . 4 K = 3. 64 PATH 4 FROM HYDRAULIC REFERENCE 102 TO 214 18. 36 1 . 109 2E 11 . 91 19. 1 19. 1 K = 4.20 102 C=150 1T 17 . 83 3 . 9 0. 0 18. 36 0 . 056 29.74 1. 7 19. 1 Vel = 6. 16 214 18 .36 24 . 7 K = 3.70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) avv WW=Lcl 1N'Q;4u11cv nvac r%nvvvau%-c MERRIMACK BLDG "D" Static Pres: 95.0 psi Pressure: 78.7 psi In: 0 gpm COMPASS POINT Resid. Pres: 85.0 psi Sys Flow: 70 gpm Out: 100 gpm NORTH ANDOVER, MA Flow: 1555 gpm Sys+Hose: 170 gpm Remote Area: 1 Date: 7/1/13 Safety Pres: 16.2 psi Loc: COMPASS POINT/TURNPIKE Hd Elv Pres: 11.7 psi 140 120 100 Suoplv P 80 S I 60 40 20 11.7 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MERRIMACK BLDG "D" Location: COMPASS POINT NORTH ANDOVER, MA Drawing Date: 2/23/15 Remote Area Number: 2 Contractor: PLATINUM FIRE PROTECTION Telephone: 508-481-8242 237 CEDAR HILL STREET MARLBOROUGH, MA 01752 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:RESIDENTIAL Reviewing Authorities :NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPAI3R Hazard:LIGHT System Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: VIKING Area per Sprinkler 320.0 sq ft1 Model: VK188 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 164.3 psi Required: 70.4 @ Source WATER SUPPLY Water Flow Test, I Pump Data I Date of Test 7/1/13 1 Rated Capacity 0 gpm I Static Pressure 95. 0 psi I Rated Pressure 0 . 0 psi I Residual Pres 85. 0 psi 1 Elevation 0 1 At a Flow of 1555 gpm I Make: Elevation 0" I Model: 1 Location: COMPASS POINT/TURNPIKE Source of Information: T.B. BLDG. /N.ANDOVER F. D. SYSTEM VOLUME 102 Gallons Notes : 1 RM ��mm NERRINACE BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 64 64. 6 psi 1 11-�" Grvd Butterfly Valve 0 ' 0 1. 610 64 0 . 0 1 11-2" Grvd Shotgun Valve 0 ' 0 1 . 610 64 0.0 Elevation Change 3 '0" 1 .3 1 2" Thrd 90 Ell DI 0 ' 120 2. 067 64 0 . 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 64 0 .0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 64 0.0 1 2" FG Back Flow Valve AMES "200B" CHART LOSS 64 4 . 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 64 0 . 0 1 Pipe 4" DIx18 8 ' 140 4 .220 64 0. 0 1 4" Fingd 90 Ell 10 ' 120 4 . 026 64 0.0 1 Pipe 4" DIxl8 200 ' 140 4 .220 64 0 .2 1 4" Fingd 45 Ell 4 ' 120 4 . 026 64 0 . 0 1 Pipe 4" DIx18 200 ' 140 4 .220 64 0.2 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 164 70.4 psi Water Source 95.0 psi static, 85.0 psi residual @ 1555 gpm 164 gpm 94.8 psi SAFETY PRESSURE 24. 4 psi Available Pressure of 94.8 psi Exceeds Required Pressure of 70 .4 psi This is a safety margin of 24.4 psi or 26 % of Supply Maximum Water Velocity is 13 .5 fps NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1. 85 / ID^4 .87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations NERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 200 9. 00 5. 60 33.2 32. 3 32. 0 0. 10 201 9.00 5. 60 32 .7 32 . 0 32.0 0. 10 210 -3 .00 55. 4 211 9. 00 47 . 1 212 9. 00 35. 6 213 9.00 35. 1 Al -3. 00 58 . 1 A2 -5.00 62 .7 W 3 .00 64 . 6 Max velocity of 13 . 53 occurs in the pipe from 212 TO 211 NERRINACR BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 32 .02 1. 049 1T 2 . 83 32.7 32 .7 K = 5. 60 201 C=120 5. 00 0. 0 0.0 32 .02 0.311 7 . 83 2. 4 32 .7 Vel = 12 . 00 1. 400 9. 96 35. 1 35. 1 213 C=150 0. 00 0. 0 0. 0 32 .02 0. 050 9. 96 0.5 35. 1 Vel = 6. 74 32 .25 1 . 400 1E 28 . 68 35. 6 35. 6 212 C=150 3T 34 . 04 0. 0 0. 0 See PATH 2 64 .28 0. 183 62 . 72 11.5 35. 6 Vel = 13. 53 1 . 400 1E 12 . 00 47 . 1 47 . 1 211 C=150 4 . 86 5.2 0. 0 64 .28 0. 183 16. 86 3. 1 47 . 1 Vel = 13. 53 1. 682 1E 8 .59 55. 4 55. 4 210 C=120 1T 14 .85 0. 0 0 .0 64 .28 0. 113 23 . 44 2 .7 55.4 Vel = 9. 37 1. 682 3E 18 . 30 58 . 1 58 . 1 Al C=120 14 . 85 0. 9 0 . 0 64 .28 0. 113 33 . 15 3.8 58 . 1 Vel = 9. 37 2 . 157 8E 97 . 48 62 .7 62. 7 A2 C=120 1T 61 . 53 -3.5 0. 0 64 .28 0 . 034 159. 02 5. 4 62 . 7 Vel = 5. 70 W 64 .28 64 . 6 K = 8. 00 PATH 2 FROM HYDRAULIC REFERENCE 200 TO 212 32 .25 1. 049 1T 2 . 83 33.2 33.2 K = 5. 60 200 C=120 5.00 0. 0 0 . 0 32 .25 0. 315 7 . 83 2.5 33.2 Vel = 12. 09 212 32 .25 35. 6 K = 5. 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) [vcMuucu rIVJC M11VWd11GC MERRIMACK BLDG "D" Static Pres: 95.0 psi Pressure: 70.4 psi In: 0 gpm COMPASS POINT Resid. Pres: 85.0 psi Sys Flow: 64 gpm Out: 100 gpm NORTH ANDOVER, MA Flow: 1555 gpm Sys+Hose: 164 gpm Remote Area: 2 Date: 7/1/13 Safety Pres: 24.4 psi 140 Loc: COMPASS POINT/TURNPIKE Hd Elv Pres: 3.9 psi 120 100 80 100 pm hos 60 40 20 si 100 150200 250 300 350 400 450 500 Flow (gpm) NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name : MERRIMACK BLDG "D" Location: COMPASS POINT NORTH ANDOVER, MA Drawing Date : 2/23/15 Remote Area Number: 1 Contractor: PLATINUM FIRE PROTECTION Telephone : 508-481-8242 237 CEDAR HILL STREET MARLBOROUGH, MA 01752 Designer: Calculated By: SprinkCAD www.sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:RESIDENTIAL Reviewing Authorities:NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPAI3R Hazard:RES System Type :WET Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VIC Area per Sprinkler 340. 0 sq ftl Model: V27 Hose Allowance Inside 0 gpm ( K-Factor: 4 .20 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 169. 8 psi Required: 78.7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 7/1/13 1 Rated Capacity 0 gpm Static Pressure 95.0 psi Rated Pressure 0 . 0 psi Residual Pres 85. 0 psi Elevation 0 At a Flow of 1555 gpm Make: Elevation 0" Model : Location: COMPASS POINT/TURNPIKE Source of Information: T.B. BLDG. /N.ANDOVER F. D. SYSTEM VOLUME 102 Gallons Notes : NERRINACE BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 70 72.7 psi 1 11-�" Grvd Butterfly Valve 0 ' 0 1 . 610 70 0 . 0 1 1�" Grvd Shotgun Valve 0 ' 0 1. 610 70 0. 0 Elevation Change 3 ' 0" 1 . 3 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0 . 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0 . 0 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0 . 0 1 2" FG Back Flow Valve AMES "200B" CHART LOSS 70 4 . 1 1 2" Thrd 90 Ell DI 0 ' 120 2 . 067 70 0 . 0 1 Pipe 4" DIx18 8 ' 140 4 . 220 70 0 . 0 1 4" Fingd 90 Ell 10 ' 120 4 . 026 70 0 . 0 1 Pipe 4" DIxl8 200 ' 140 4 .220 70 0 .2 1 4" Fingd 45 Ell 4 ' 120 4 . 026 70 0 . 0 1 Pipe 4" DIx18 200 ' 140 4 .220 70 0.2 Fixed Flow Flow Loss 100 gpm Hydr Ref RI Required at Source 170 78.7 psi Water Source 95. 0 psi static, 85. 0 psi residual @ 1555 gpm 170 gpm 94.8 psi SAFETY PRESSURE 16.2 psi Available Pressure of 94.8 psi Exceeds Required Pressure of 78.7 psi This is a safety margin of 16.2 psi or 17 % of Supply Maximum Water Velocity is 23. 4 fps NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES : - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations NERRIMACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 100 27 . 00 4 .20 16. 8 17 .2 17 . 0 0 . 05 101 27 . 00 4 .20 16. 7 17 .2 17 . 0 0. 05 102 27 . 00 4 .20 19. 1 18 . 4 17 . 0 0. 05 103 27 . 00 4 . 20 16. 4 17 . 0 17 . 0 0. 05 210 -3 . 00 61 . 6 211 9. 00 52 . 8 214 18 . 00 24 . 7 215 18 . 00 22 . 4 216 18 . 00 22 . 1 Al -3 . 00 64 . 7 A2 -5. 00 69. 9 W 3 . 00 72 . 7 Max velocity of 23. 40 occurs in the pipe from 214 TO 211 MERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 103 TO W (PRIMARY PATH) 17 . 00 1 . 109 2E 18 . 67 16. 4 16. 4 K = 4 .20 103 C=150 1T 17 . 83 3 . 9 0 . 0 17 . 00 0 . 049 36. 50 1 . 8 16. 4 Vel = 5.70 17 . 19 1 . 109 1 . 97 22 . 1 22 . 1 216 C=150 0. 00 0 . 0 0 . 0 See PATH 2 34 . 19 0. 177 1. 97 0 . 3 22 . 1 Vel = 11 . 47 17 .21 1 . 109 6. 02 22 . 4 22 . 4 215 C=150 0. 00 0 . 0 0 . 0 See PATH 3 51 . 40 0 .377 6. 02 2 . 3 22 . 4 Vel = 17 .24 18 . 36 1 . 109 lE 22 . 69 24 . 7 24 . 7 214 C=150 1T 13. 87 3. 9 0 . 0 See PATH 4 69. 76 0. 663 36. 56 24 .2 24 .7 Vel = 23 . 40 1 . 400 1E 12 . 00 52 . 8 52 . 8 211 C=150 4 . 86 5.2 0 . 0 69. 76 0 .213 16. 86 3 . 6 52 .8 Vel = 14 . 68 1 . 682 lE 8 . 59 61 . 6 61 . 6 210 C=120 1T 14 . 85 0 . 0 0 . 0 69. 76 0 . 132 23. 44 3. 1 61 . 6 Vel = 10 . 17 1 . 682 3E 18 . 30 64 . 7 64 .7 Al C=120 14 . 85 0 . 9 0 .0 69. 76 0. 132 33. 15 4 . 4 64 . 7 Vel = 10 . 17 2 . 157 8E 97 . 48 69. 9 69 . 9 A2 C=120 1T 61 . 53 -3. 5 0 .0 69. 76 0 . 039 159. 02 6.2 69 . 9 Vel = 6. 18 W 69. 76 72 . 7 K = 8 . 18 PATH 2 FROM HYDRAULIC REFERENCE 101 TO 216 17 . 19 1 . 109 3E 16. 53 16. 7 16.7 K = 4 .20 101 C=150 11 . 89 3. 9 0 .0 17 . 19 0 . 050 28 . 42 1 . 4 16 . 7 Vel = 5 . 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) NERRINACK BLDG "D" Drawing Date:2/23/15 2/23/15 15:54 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 216 17 . 19 22 . 1 K = 3. 66 PATH 3 FROM HYDRAULIC REFERENCE 100 TO 215 17 .21 1. 109 3E 12 . 54 16. 8 16. 8 K = 4 .20 100 C=150 1T 21 . 79 3. 9 0. 0 17 .21 0. 050 34 . 33 1 . 7 16. 8 Vel = 5. 77 215 17 .21 22 . 4 K = 3. 64 PATH 4 FROM HYDRAULIC REFERENCE 102 TO 214 18 . 36 1 . 109 2E 11. 91 19. 1 19. 1 K = 4 .20 102 C=150 1T 17 . 83 3. 9 0 . 0 18 . 36 0 . 056 29. 74 1 . 7 19. 1 Vel = 6. 16 214 18 . 36 24 . 7 K = 3. 70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance MERRIMACK BLDG "D" Static Pres: 95.0 psi Pressure: 78.7 psi In: 0 gpm COMPASS POINT Resid. Pres: 85.0 psi Sys Flow: 70 gpm Out: 100 gpm NORTH ANDOVER, MA Flow: 1555 gpm Sys+Hose: 170 gpm Remote Area: 1 Date: 7/1/13 Safety Pres: 16.2 psi Loc: COMPASS POINT/TURNPIKE Hd Elv Pres: 11.7 psi 140 120 100 Su I P 80 S I 60 40 20 11.7 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) 2" TO SPRINKLER SYSTEM SPRINKLER DOG HOUSE 8" ELECTRIC BELL 2-1/2" CHECK VALVE 2" 2000B BACKFLOW PREVENTERSINGLE 2-1/2" FIRE DEPARTMENT CONNECTION , 4" UNDERGROUND WATER SUPPLY SPRINKLER RISER DETAIL NOT TO SCALE RISER IN EXTERNAL DOGHOUSE AT UNIT D - 1 PLATINUM EIRE PROTECTION MERRIMACK CONDOS BLDG 237 CEDAR HILL STREET COMPASS POINT MARLBOROUGH, MA 01752 NORTH ANDOVER, MA Massachusetts Department of Environmental Protection Bureau of Resource Protection Water Supply Transmittal Number# t5RP WS 09 Backflow Device Design Data Sheet Facility ID(if known) A. Owner Information Important: rp When filling out Owner Name forms on the computer,use only the tab key Street Address to move your 9�7 G cursor-do not city State Zip Code use the return key. B. Facility Information C, Facility Name 724 -74 Street/PO Box: City —Statep Code ' Contact Person/Agent Telephone Number Attention: If your town or city Is this facility New or R Existing? (Check one) is on the attached list of delegated communities, Describe generally the type of business or activities carried out at this facility: please do no apply to DER Contact our local water VL department for instructions. C. Device Data Q000 Manufacturer Model No. K RPBP 4 Double Check Valves Size Hot or Cold Water Unit Note:Spaces for Wv'\"c additional spaces Location of Device are provided on the next page. Bypass Arrangement? R Yes No W .. From what type of contamination is the water supply protected? Q How many other Red iced Pressure Backfl ow Preventers(RPBP)and Doubl e Check Valves Assembles(DCVA) re located i n thi sbui Iding? Type of Gate Valve(Gate Valves under fire systems must be UL—or FM approved.) ws09app.doc -01/02 BRP WS 09 -Pagel of 3 Massachusetts Department of Environmental Protection r Bureau of Resource Protection - Water Supply i � Transmittal Number# BKr WS 019 Backflow Device Design Data Sheet Facility ID(if known) C. Device Data (cont.) Manufacturer Model No. RPB'P., Double Check Valves �r Size Hot or Cold Water Unit Location of Device " Bypass Arrangement? ``` ❑ Yes ❑ No From what type of contamination is the water supply protects ? How many other Reduced Pressure Backtl ow 0 venters(RP P)and Doubl e Check Valves Assembles(DCVA)are located 1 n IN s bui IcGng? Type of Gate Valve(Gate Valves under fire sys s must be UL—or FM approved.) Manufacturer Model No. RPBP r e,„,Double Check Valves Size Hot or Cold Water Unit Location of Device Bypass Arrangement? ❑ Yes ❑ No From what 7 e of contamination is the water supply protected? How ma other Reduced Pressure Backil ow Preventers(RPBP)and Doubl a Check Valves Assembles°{DCVA)are located 1 n thi s bui Iding? Type of Gate Valve(Gate Valves under fire systems must be UL-or FM approved.) D. Device Maintenance andlesting Schedules Describe the maintenance and testing schedule of the above device(s).(Please refer to 310 CMP 22.22) ??rl AL,�"5” Ulu\ 9EnyL5 4- 0\-,4-V\C6j c(A �,5�ee ws09app.doc 01/02 BRP WS 09 -Page 2 of 3 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection — Water Supply Transmittal Number# Backflow Device Design Data Sheet Facility ID(if known) E. Cross Connection Plan Submittal Requirements A. Plumbing Plan: 1. Completed title block(name of facility, address, date, preparer, scale, etc.) 2. Schematic or blueprint of plumbing system (at least 8 1/2"X 11") using accepted symbols and nomenclature, detailing: •Clearances in device installation •Location of upstream and downstream shutoff valves •Make, model, size and alignment of device •Location of potable water lines •System, source, or equipment fed downstream of device, complete with information on the secondary system (operating pressure, chemical treatment, etc.) When installations of device involve large or complex plumbing systems, formal prints must be submitted with a Professional Engineers stamp, subject to the descriptions of the reviewing authority. Submitted by �n v _.. of Date Telephone Owner/Agent Signature Date ws09app.doc •01/02 BRP WS 09 •Page 3 of 3 ES-A-2000B Series 2000B A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: '/z" —2" (15—50mm) g� - Features : • Ease of maintenance with only one cover 2"2000B HC • Top entry (50mm) • Replaceable seats and seat discs • Modular construction • Compact design • Y2" 2"(15-50mm)Cast bronze body construction ' ` • Top mounted ball valve test cocks 20006 (20mm) • Low pressure drop • No special tools required Series 2000B Double Check Valve Assemblies are designed to protect drinking water sup- 1/2"-1" up- Y2"—1" (15-25 mm)have plies for dangerous cross-connections in accordance with national plumbing codes and tee handles water authority requirements for non-health-hazard non-potable service applications such as irrigation,fire line,or industrial processing. Available Models These valves meet the requirements of ASSE Std. 1015 and AWWA Std. C510 and are Suffix: approved by the Foundation for Cross-Connection Control and Hydraulic Research at the B- Quarter turn ball valves University of Southern California. LBV- less ball valves Specifications SH- stainless steel ball valve handles A Double Check Valve Assembly shall be installed at each noted location.The assembly HC- 21/2" inlet/outlet fire hydrant fitting shall consist of two positive seating check modules with captured springs and rubber seat (2"valve) discs.The check module seats and seat discs shall be replaceable.Service of all internal components shall be through a single access cover secured with stainless steel bolts. Pressure — Temperature The assembly shall also include two resilient seated isolation valves and four top mounted, Temperature Range:33°F—140°F resilient seated test cocks.The assembly shall meet the requirements of ASSE Std. 1015 (0.5°C—60°C) and AWWA Std.C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.Assembly shall be an Ames Maximum Working Pressure: 175psi Company Series 2000B. (12.1 bar) Approvals Standardsu ��pssfF,�o AWWA Std. C510, IAPMO PS31 19 ccu Pc0 C US 1015 864.5 3/411-211 1 (LBV Models Only) It is illegal to use this product in any plumbing Approved by the Foundation for Cross-Connection Control and Hydraulic Research at system providing water for human consumption, the University of Southern California. such as drinking or dishwashing,in the United LBV models not listed. States.Before installing standard material prod- Horizontal and vertical"flow u approval on all sizes. uct,consult your local water authority,building p and plumbing codes. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S,customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfirewater.com Dimensions - Weights A _ B F � Suffix HC - Fire Hydrant Fittings dimension "A"=23'/2" (594mm) �H- G G � �SIZEMN)�_� IMENSI NS WEIGHT A B G F G H I in. mm in. mm in. mm in. mm in, mm in. mm in. mm in. mm Its. kgs. 1/2 15 10 254 4% 117 2'/6 62 5 127 3% 85 25/16 59 21/6 52 4.5 2 % 20 11'/a 282 4 102 31/a 79 63/16 157 371/6 87 21/8 54 15/6 33 5 2.3 1 25 13'/4 337 51/8 130 4 102 71/2 191 1 3% 85 111/16 43 11 Y,6 43 12 5.4 11/4 32 16% 416 5 127 35/16 84 91/2 241 5 127 3 76 2 50 15 6.8 1112 40 163/4 425 4'Ae 124 31/2 89 9% 248 513/16 148 31A 79 271/6 68 15.86 7.2 2 50 19'/2 495 61A 159 4 102 13% 340 61/8 156 37/6 87 211/6 68 25.75 11.7 Strainer sold separately Capacities kPa psi A 11/4" (32m m) As compiled from documented Foundation for Cross-Connection Control 96 14 and Hydraulic Research at the University of Southern California lab tests. y 83 12 eTypical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) .o 69 10 55 8 kPa psi 11211 (15mm) 41 6 83 12 A vi 28 4 069 10 a 14 2 PC d 55 8 0 0 3 41 6 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm d14 2 AP 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 10 0 5 7.5 10 15 fps 0. 0 2 4 6 8 10 12 gpm 1.5 2.3 3.0 4.6 mps AP 0 7.6 15.2 22.8 30.4 38 45.6 Ipm Flow Rate 5 75 10 1.5 2.3 30 fps kPa psi 11/2" (40mm) Flow RateA 83 12 kPa psiA 3/4" (20mm) N 69 10 y 152 22 41' 6 J 124 18 28 4 m 96 14 y 14 2 N 69 10a 0 0 y APO 10 20 30 40 50 60 70 80 90 100 110 120 gpm a 41 6 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 14 2 5 7.5 10 15 fps 0 5 10 15 28 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps AP 0 19 38 57 76 95 114 133 152 171 190 Ipm Flow Rate 75 15 2.3 4.6 fps kPa psi 2" (50mm) Flow Rate rn 83 12 kPa psi A 1" (25mm) J 69 10 rnw 110 16 55 8 � 83 12 41 6 69 10 z 55 8 in 28 4 41 6 a 14 2 28 4 0 0 114 2 0 25 50 75 100 125 150 175 200 gpm CL 4P 0 95 190 285 380 475 570 665 760 Ipm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps AP 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 1.5 2.3 3.0 4.6 mps 57.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate A M E S FIRE&WATERWORKSx A Watts Water Technologies Company USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •AmesFireWater.com ES-A-2000B 1410 ©2014 Ames Fire&Waterworks RP/IS-A-2000B Installation, Maintenance, Repair Series / Double Check Valve Assembly Sizes: t/2" - 2" (15 50mm) 2000B/LF2000B Size:3/4"(20mm) eRead this Manual BEFORE using this equipment. Failure to read and follow all safety and use information can result in death,serious personal injury,property damage,or damage to the equipment. Testing SAFETY Keep this Manual for future reference. For field testing procedure, refer to Ames installation sheets FIRST I IS-A-ATG-1 found on www.amesfirewater.com. Local building or plumbing codes may require modifications to the For other repair kits and service parts, refer to our Backflow information provided. You are required to consult the local building and Prevention Products Repair Kits&Service Parts price list plumbing codes prior to installation. If this information is not consistent PL-A-RP-BPD found on www.amesfirewater.com. with local building or plumbing codes,the local codes should be fol- lowed. For technical assistance, contact your local Ames representative. Need for Periodic Inspection/Maintenance: This product must be tested periodically in compliance with local codes,but at least once per year or more as service conditions warrant. Corrosive water conditions, and/or unauthorized adjustments or repair could render the product ineffective for the service intended. Regular checking and cleaning of the product's internal components helps assure maximum life and proper product function. A M E S www.amesfirewater.com A Watts Water Technologies Company FIRE&WATERWORKS Installation Instructions Series 2000B/LF2000B Indoor Installation Ames Series 200013/1-F200013 Double Check Valve Fire Protection System Installations:The National Fire Protection Check local codes for installation requirements. Pipe lines Agency(NFPA)Guidelines require a confirming flow test to be should be thoroughly flushed to remove foreign material conducted whenever a"main line"valve such as the shutoff valves before installing the unit.A strainer should be installed as or a backflow assembly have been operated.Certified testers of shown, ahead of backflow preventer to prevent disc from backflow assemblies must conduct this test.The trim valves of the unnecessary fouling. Install valve in the line with arrow on detector meter bypass line,on assemblies so equipped,should be valve body pointing in the direction of flow. shut off during the confirming flow test.When the test is completed For indoor installations, it is important that the valve be easily the trim valves must be retuned to a fully open position. accessible to facilitate testing and servicing. Do not install in a concealed location. � � 1 Do not install with strainer when backflow preventer is used �. on seldom used water lines which are called upon during `' emergencies, such as fire sprinkler lines, etc. i It is important that Series 2000B/LF2000B be tested w $ Fi t Shutoff periodically in compliance with local codes, but at least once �` `'" P Y p Y7�� Valve a year or more often depending upon system conditions. s;2f Regular inspection,testing and cleaning assurs maximum life + and proper product function. Nft Ames }�> First Shutoff 2000B/ ?< Strainer Valve LF2000Ba;'f Main - £;�� Ames 200013/ ���::; � '� ;:� Main ; LF2000B Vertical Flow-up Installation Outside Installation Consult Local codes for Approval Meter Box Installation Ames a 20008 e a s;.13. 'i�tu•-cam _ •:s �t:�Se,.`ik�i:.i+,��'�j:�t rr,, ;•i,?:s;�'S::'te,,��,, at�e',�1.'S�+^-�t�_ 4'.. S"-5�',rQQ .Jy,. :�cR:� .V:Vi.. ., yYvi�.•:3.^ �t. 21.5312 ��:"�i�%CT::'u Safi':Sfi�%:: 'p. `��ix°�;S r�;�s'��'r,a�3�.S.``i'y3e.'`>'y,}"�'"`r i'=`;S%'-t<'', •::«s;E�:,;ii;-v ti a,St:jl; i-�i.:'c 5..:•'1�1.2::$�^^sl:21ci;"�.``r-l�''1%•, ��i�c`+:•SfS }tchs:..`/F�2''�:'��'i:'t-'y Above ground enclosure installation Parallel Installation Consult Local codes for Approval Two or more Series 2000B or LF2000B smaller size valves may be piped in parallel(where approved)to serve a larger supply pipe main.This type of installation is employed whenever it is vital to maintain a continuous supply of water/where interruptions for testing and servicing would be unacceptable. It also has the advantage of providing increased capacity where needed beyond that provided by a single valve and permits testing First Shutoff Ames or servicing of an individual valve without shutting down the Valve 200013/ complete line. LF2000B For two valve installations the total capacity of the devices should equal or exceed that required by the system. _ The quantity of valves used in parallel should be determined by the engineer's judgement based on the operating conditions of a specific installation. 2 e- nce, Replacement Parts and Maintenance Series 2000B/LF2000B 5711 Depressurize valve prior to servicing. Servicing the First and Second Check Valves Before servicing be certain water is turned off or shutoff valves are closed 1.After removing the cover, remove the retainer for the body bore.The check valve modules can now be removed from the valve by hand or with a screwdriver. Note: For Series 2000B or LF2000B sizes 1/2"-2",the seats and springs of the first 1" 2000B/LF2000B (25mm) and second check modules are not interchangeable. The heavier spring and smaller diameter seat belong with the first check module. d�'r Cover— eo`F 2.The check seats are attached to the cage with a bayonet type locking � o� arrangement. Holding the cage in one hand, push the seat inward and rotate Cover ° eo clockwise against the cage.The seat, cage, spring and disc assembly are now O-ring individual components. 3. The disc assembly may now be cleaned and reassembled or, depending on its �GreG� Retainer condition, it may be discarded and replaced with a new assembly from the repair kit. O-rings should be cleaned or replaced as necessary. 4. Reassemble the check valve module in the reverse order. Check modules are ® Body installed in the valve body with the seats facing the valve inlet. The modules must O be securely in place before the retainer can be replaced. On the 3/4" - 1" size, this retainer may have to be tilted slightly into place. Replace cover. Check Assembly 3/4" (20mm) M3 Series 2000B/LF2000B Sizes 1/2" -1" (15-25mm) 0-rings --� Check Cage e a o`F Seat F%A Cover Gxe tzav Cover \�/geoo� p Se 9 O-ring — � — Disc Assembly G Retainer Seat Disc Spring F�tS� — Spring — Body Check - Cage For repair kits and parts, refer to Backflow Prevention Products Repair Kits&Service Parts price list PL-A-RP-BPD found on www.amesfirewater.com. 3 For additional information, visit our web site at: www.amesfwewater.com WARNING:This product contains chemicals known to:the]State of California to cause cancer and birth defects o other reproductive harm. For more information:www.watts-cOm/prop65 Warranty:Ames Fire&Waterworks(the"Company")warrants each product to be free from defects in material and workmanship under normal usage for a period of one year from the date of original shipment. In the event of such defects within the warranty period,the Company will,at its option,replace or recondition the product without charge. THE WARRANTY SET FORTH HEREIN IS GIVEN EXPRESSLY AND IS THE ONLY WARRANTY GIVEN BY THE COMPANY WITH RESPECT TO THE PRODUCT. THE COMPANY MAKES NO OTHER WARRANTIES,EXPRESS OR IMPLIED. THE COMPANY HEREBY SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. The remedy described in the first paragraph of this warranty shall constitute the sole and exclusive remedy for breach of warranty,and the Company shall not be responsible for any incidental,special or consequential damages,including without limitation,lost profits or the cost of repairing or replacing other property which is damaged if this product does not work properly,other costs resulting from labor charges,delays,vandalism,negligence,fouling caused by foreign material,damage from adverse water conditions,chemical,or any other circumstances over which the Company has no control. This warranty shall be invalidated by any abuse,misuse,misapplication,improper installation or improper maintenance or alteration of the product. Some States do not allow limitations on how long an implied warranty lasts,and some States do not allow the exclusion or limitation of incidental or consequential damages. Therefore the above limitations may not apply to you. This Limited Warranty gives you specific legal rights,and you may have other rights that vary from State to State. You should consult applicable state laws to determine your rights. SO FAR AS IS CONSISTENT WITH APPLICABLE STATE LAW,ANY IMPLIED WARRANTIES THAT MAY NOT BE DISCLAIMED,INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,ARE LIMITED IN DURATION TO ONE YEAR FROM THE DATE OF ORIGINAL SHIPMENT. ALA AFMW A M E S FIRE&WATERWORKS' www.amesfirewater.com • 9001-2008 CERTIFIED A Watts Water Technologies Company USA: Backflow- Tel:(916)928-0123•Fax:(916)928-9333 Control Valves- Tel:(713)943-0688•Fax:(713)944-9445 Canada: Tel:(905)332-4090•Fax:(905)332-7068 RP/IS-A-2000B 1322 EDP#1911512 0 2013 Ames Fire&Waterworks SC ,gg5 ROPER-'®phi PO �1r ,� REMA PO OX 764 �mw, = ESxp®g ✓v?Y7KY}:,y`S!X3'.1$,e ^..// Rhode Island Department of Labor and Training Division of Workforce Regulation and Safety FIRE PROF MA.S E,R. ,: ;:OP.900411 ROB1ERTO 0 PERE 0A•=;: PQ SOX 764 - - WESTPORT MA 0:2:7:9-0 Administrator Expiration Bate PLATFIR-01 MENA A CERTIFICATE OF LIABILITY INSURANCE r ATE(M 3/23//201201YYY) 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Nww.protectorgroup.com NAME: Marsh&McLennan Agency PHONE FAX 100 Front Street A/c No Ext): A/C,No): E-MAIL Suite 800 ADDRESS: Worcester,MA 01608 INSURER(S)AFFORDING COVERAGE NAIL# INSURERA:Greenwich Insurance Company INSURED Platinum Fire Protection &Services, LLC INSURERB:Acadia Insurance 31325 237 Cedar Hill St INSURERC:The North River Ins. Company 21105 Marlborough, MA 01752- INSURERD:Associated Industries of MA 33758 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER ADDLISUBR MM/DDY� MM/DD� LIMITS A X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR N N RMG 6400443 2/1/2015 2/1/2016 ET RE TED 100,000 X Professional E&O PREMISES Ea occurrence $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 2,000,000 POLICY x]JE� F—] LOCPRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY ECOM aBINEDtSINGLE LIMIT $ 1,000,000 B ANYAUTO N N MAA 5076924 1/28/2015 2/1/2016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE P $ AUTOS er accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C X EXCESS LIAB CLAIMS-MADE N N 582-1021935 2/1/2015 2/1/2016 AGGREGATE $ 5,000,000 DED I X I RETENTION$ zero $ WORKERS COMPENSATIONPER 0TH- AND EMPLOYERS'LIABILITY X STATUTE ER D ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N N WMZ-800-8006482-2015A 2/1/2015 2/1/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Equipment Floater N N CIM 5082071 2/1/2015 2/1/2016 Leased/Rented $250,000 B Installation Floater N N CIM 5082071 2/1/2015 2/1/2016 Job Site Limit $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:Merrimack Condos,Building D,Compass Point,North Andover,MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trust Construction Corp THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Berry 114 Company LLC ACCORDANCE WITH THE POLICY PROVISIONS. 51 Mount Joy Drive Tewksbury, MA 01876- AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD