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Miscellaneous - 90 & 92 Rea Street Unit 1 & 2
0 w N Date ��/ ..�f.... /li :�. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that....... Ez..C� ........................................ ......... .... has ; permission to perform ... wiring in the building of ... .................... at ....................... ................................... . North Amdover, Mass. .... Lic. No. ................ (0 ELECTRICAL INSPECTOR Check# 4873 ` Official Use Only 'Dyfzart�xent od �uLl1e $a�dy BOARD OF FIRE PREVENTION REGULA I APPLICATION FOR PERMIT TOP All work to be performed in accordance with'ithe M (Please Print in ink or type all information) Town of North Andover The undersigned applies for a permit((to perform the electrical work described below. �� Location (Street & Number ` 6 ` 9 a 0 en Owner or Tenant Ph 1&�A LL� Owner's Address &C > 1 U� �T Is this permit in conjunction with a building permit Yes K Purpose of Existing Service Amps Voits New Service a®V A Amps i ! Voits Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Permit No. 4-e Is W495?7s4 P Occupancy & Fee CtieJc 527 CMR 12:00 f IRM ELECTRICAL WORK ,efts Electrical Code 527 CMR 12: Date 3 To the Inspecior ofWires: No 0 (Check Appropriate Box) /,#�- i —1 v . Utility Authorization �o A lS � p O -I s Overhead 0 Undgrnd 0 No. of Meters Overhead 9 Undgrnd No. of Meters OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO have submitted valid proof of same to the Office YES = NO - If you hays check S please indicate the type of.coverage by checking the appropriate box. INSURANC�BOND - OTHER 1 aseSpecify) �� r, l zbm • o O (Expiration Date) Estimated Value of El rical Work$ x °II C� r' Work to Start Inspection Date Resquested Rough Final Signed under the Pen tties of perjgNury: tt FIRM NAME M �o 1p O exz m 1 L l\ / LIC. NO.. NO. Wo Address 1 MJV r 1L)� � BA t Tel. No. �u/Tel No.,�7 b .5 �e OWNER'S INSURANCE WAIVER: I am aware that the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachuset General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) 7� �' Telephone No. PERMIT FEE $ L3 (Signature of Owner or Agent) Total No. of Lighting Outlets No. of Hot fuse No. of Transformers KVA Above 0 In 0 No. of Lighting Fixtures Swimming Pool gmd 0 gmd 0 Generators KVA No. of Emergency Lighting No. of Receptacles Outlets No. of Oil Burners Battery Units No. of Switch Outlets No of Gas Burners FIRE ALARMS No. of Zone No. of Detection and Total No. of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No. of Diposal No. Pumps Tons KW No. of Sounding Devices NoJ of Self Contained No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices 0 Municipal 0 Other No. of Dryers Heating Devices KW Local Connection No. of No. of Low Voltage No. of Water Heaters KW Signs Bailases Wiring No. Hydro Massage Tuds No. of Motors Total HP OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO have submitted valid proof of same to the Office YES = NO - If you hays check S please indicate the type of.coverage by checking the appropriate box. INSURANC�BOND - OTHER 1 aseSpecify) �� r, l zbm • o O (Expiration Date) Estimated Value of El rical Work$ x °II C� r' Work to Start Inspection Date Resquested Rough Final Signed under the Pen tties of perjgNury: tt FIRM NAME M �o 1p O exz m 1 L l\ / LIC. NO.. NO. Wo Address 1 MJV r 1L)� � BA t Tel. No. �u/Tel No.,�7 b .5 �e OWNER'S INSURANCE WAIVER: I am aware that the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachuset General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) 7� �' Telephone No. PERMIT FEE $ L3 (Signature of Owner or Agent) Name 2- q The Commonwealth of Massachusetts ` f Department of Industrial Accidents Z S Office of Investigations . Boston, Mass. 02111 Workers' Compensation.insurance Affidavit Please Print Name: Location: Cites Phone # I am a homeowner pertorming all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working ori this job_ Company name: z, /address QW,' Prone* Insurance Co_ Policy# Company name: , Address. . Phone Failwe to secure coverage as required urxter SeCtion 255A or MGL 152 are lead tvthe imposition ot` criminal perm andlor one Years' imprisnnrrent.as_we9-as l7 peoalt�sm�eSorm a�J�' understand that a copy of this statement may be forwarded to the Office of investigations ct the M for coverage 1 do herby certdy under Bre pains an0 penames oipedwy Nit Gbe iiAr atian provA*d above its true and correct Signature Date Print name Pbme.# Official use only do not write in this area to be cmVhAed by city or town dfFciar City or Town 0 Other Date .. l.:. , /� .... TOWN OF NORTH ANDOVER r PERMIT FOR WIRING �SSACMUSE� This certifies that .. has permission to perform /.-.., (:,. � �:C -t.�..� - V . ...... V. wiring in the building of ...!C .........?..:}........... — e ..�.. ......... at ...:: ...1.! .... ......................... .North Andover, Mass. Fee.. e ELECTRICAL INSPECTOR Check # 4.916 Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGULYIONS Official U No. ipancy and Fee Checked 11/991 (laavP hlnnk) APPLICATION FOR PERMIT TO PERFO M ELECTRICAL WORK All work to be performed in accordance with the Massa c usetts lectrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR P AL FO ATION) Date:_ / Q City or Town of: To the Inspector o Wir s: By this application the undersigned Ives no e o his or a intention to perform the electrical work described below. Location (Street & Nu ber) o Owner or Tenant t Telephone NoF Owner's Address Is this permit in conjunction with a building"permit? Yes ❑ No EY (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion Of the following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No.; of Lighting Fixtures Above Swimming Pool ❑ In- rnd. grnd. ❑ o.omergencyiging Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No. of Gas Burners o. o Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons o. of Alerting in Devices No. of Waste Disposers . Heat Pump Totals: Number Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW nicipal [:1 Other Local ❑MuConnection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equivalent No. of WaterKms, Heaters No. o No. o Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) ril (Expiration Date) Estimated Value of Electrical Work: f1 - (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the paiA and penalties of perjury, that the information on this application- is true and complete. FIRM NAME: LIC. NO.: 1533C Licensee: John S. Bassett Signature Vie LIC. NO.: 1533C (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 603 594 5928 Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Li see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ r~ Date .... Q °r "o TOWN OF NORTH ANDOVER ' PERMIT FOR WIRING Thiscertifies that ....................... .................. .......'.j............................. has permission to perfo/ .. �...... .. .... � ....../ .......:........... .. ........... wiring in the building of .... 1 .................. '/../ a` at........ ......................�....�:.....,.....::........................ ,North Andover, Mass. Fee ... _ z..........: LIc. No... l ELECTRICAL INSPECTOR Check, 4935 A Commonwealth of Massachusetts t Department of Fire Services BOARD OF FIRE PREVENTION EGULATIONS APPLICATION FOR All work to be performed in a (PLEASE PRINT IN INK OR A City or Town of: , By this application the undersign gives n Location (Street & Nu ber) U Owner or Tenant nJ/D.0 Owner's Address IIT TO PERFORM ELECTRICAL WORK with the Massachusetts Electrical Code (MEC), 527CWR 12.00 DATION) Date: p To the Inspector o Wir s: or Pei intention to perform the electrical work described below. Telephone No: Is this permit in conjunction with a building permit? V Yes ❑ No [ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters _ New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system ('mmnlatinn nfthv fnllnwina tnhlo mn„ ha ,.,ni—1 All iho I—.,o. f— fW;.ems No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- Elo. rnd. rnd. - cy ig ung o Batte Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No. of Gas Burners o. ot Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers Heat Pump Number To KW No. of Self -Contained . Totals: Detection/Alerting Devices No. of Dishwashers - Space/Area Heating KW Local ❑ Municipal . ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or E uivalent No. of WaterKit No. o No. o Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Matcrs To±al HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail it desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: b 2ZAJY _ (When required by municipal policy.) Work to Start: p2 LJQ Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME:Ser�gicesLIC. NO.: 1533(I Licensee: John S. Bassett Signature LIC. NO.: 1533C (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 603 594 5928 Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE. $ Signature Telephone No. qo t qa & S�. — FIre. 4nn �-'l-eJr- PLe s (fin - mass crLp-cK Atlantic Design Resources Ltd 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone/ Fax 603-418-0764 e-mail asdr@conversent.net HYDRAULIC CALCULATIONS, PRODUCT SPECIFICATIONS INFORMATION for 90-92 Rea Street Peach tree Farms North Andover, Massachusetts CONTRACTOR Peach Tree Development, LLC 342 North Main Street P.O. Box 3039 Andover, Massachusetts 01810 978-327-6540 PROJECT: 203095 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. r x HYDRAULIC C A L C U LAT IONS C O V E R S H E E T Lot # Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.11 THIS SYSTEM OPERATES AT A FLOW OF 28.49 gpm AT A PRESSURE OF 43.13 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC R ; Lot # Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 21 4.20 25.00 14.49 11.90 0.00 11.90 22 4.20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL ,SYSTEM FLOW 48.49 gpm AVAILABLE PRESSURE 64.97 psi AT 48.49 gpm OPERATING PRESSURE 50.99 psi AT 48.49 gpm PRESSURE REMAINING 13.98 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ j METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE A MAX. VELOCITY OF 9.46 ft./sec. OCCURS BETWEEN REF. PT. 5 AND 6 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Lot # Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.49 75.00 23 3.32 120 18 1.265 0.100 0.000 50.99 43.13 7.87 2 3 28.49 8.00 22354 4.98 120 18 1.265 0.100 1.733 43.13 40.09 1.30 3 4 28.49 35.00 22233 7.97 120 18 1.265 0.100 0.000 40.09 26.77 13.32 4 5 28.49 21.00 33 7.95 120 9 1.400 0.061 9.100 26.77 15.90 1.78 5 6 28.49 7.00 32 7.95 120 9 1.109 0.191 0.000 15.90 13.05 2.85 6 7 14.49 6.00 3 3.31 120 9 1.109 0.055 0.000 13.05 12.54 0.51 7 21 14.49 5.00 33 6.62 120 9 1.109 0.055 0.000 12.54 11.90 0.63 6 8 14.00 7.00 3 3.31 120 9 1.109 0.051 0.000 13.05 12.52 0.52 8 22 14.00 15.00 322 12.59 120 9 1.109 0.051 0.000 12.52 11.11 1.41 A MAX. VELOCITY OF 9.46 ft./sec. OCCURS BETWEEN REF. PT. 5 AND 6 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Sprinkler-CALC 7.2 Win Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Flush Pendent Sprinklers 4.2 K -factor General Description The Series LFII (TY2284) Residential Flush Pendent Sprinklers.are decora- tive, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- eration, the Series LFII (TY2284) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 13D; wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R; or, wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13. The Series LFII (TY2284) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series LFII (TY2284) features a separable .es- cutcheon providing 318 Inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFII (TY2284) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2284) Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. SprinklerlNodel Identification Number SIN TY2284 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi1i2 (60,5 LPM/bar'12) Temperature Rating: 162°F/72°C Vertical Adjustment: 3/8 inch (95 mm) Finishes: Sprinkler and Escutcheon: White, Chrome, or Black Physical Characteristics: Body .... ..... ... .. Bronze Deflector .. ....... Copper Valve Cap ......... Brass Orifice Seal ......... Copper Heat Collectors ....... Copper. CENTRAL Customer Service/Sales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from a fire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure 1 C), permitting water to flow. Page 1 of 8 JANUARY, 2003 TFP420 I Page 2 of 8 TFP42O (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum. required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA. 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LRI (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation in accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers Is to be the greater, of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow (b) and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max. 8 Inch Rise for 12 Inch Run) Area 181 Ft. (Max. 2 Inch Mise (Max. 8 Inch Rise Three sprinkler design when there are more Ft. x Ft. (m) for 12 Inch -Run) for 12 Inch Run) than two sprinklers in'a Eompartment. (m x m) 162"F/72"C 162"Ff72"C 162"Ff72"C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 14x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (68,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM) (5,5 x 5,5) (515) 18.4 psi (1,27 bar) 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi (1,89 bar) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum. required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA. 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LRI (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation in accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers Is to be the greater, of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4?�0 �a 3/32" (2,4 mm) TYP. DO NOT OVER -TIGHTEN I I l 1 CEILING LEVEL TOLERANCE LIMIT PROTECTIVE CAP A 2"(50 mm) DIA. l - I I 29/3213/16" l- 1 (23,0:4,8 mm) O I---- 2-15/16' (75 mm) DIA. B l I C FACE OF I SPRINKLER FITTING 29/3213/16' (23,014,8 mm) \MOUNTING' SURFACE SPRINKLER WRENCHING AREA 2-1/4' (57,2 mm) HEAT COLLECTOR 1/2' NPT -� 7/16"(11,1 mm) NOMINAL MAKE -IN 1 DEFLECTOR IN OPERATED POSITION FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Page 3 of 8 WRENCH Clc RECESS #4948 Uk WRENCH & SOCKET COMBINATION WRENCH ACCEPTS 3/8' SOCKET #4947 DRIVE \ SOCKET FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION FIGURE 3 PROTECTIVE CAP REMOVAL TOOL ,Page 4 of 8 A L -E CM CM 0 FLUSH TY2284 POSITION B E E mE �m N N � N T 0 TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2' (50,8 mm) RGURE4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the 'Beam Calling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited. The cross-sec- tional shape of the primary beam may be rectangular to circular. Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 56). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. TFP420 Sprinkler Types. Series LFII (TY2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 4A). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the pri- mary beam (Fig 4B). NOTES Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam, arrangement within the sof- filed area (Fig.6). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft.- 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. ` ' TFP420 ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM COMPARTMENT WALLS —+�A-1—A-- 1 !` F IF FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0' (6,1 m) Page 5 of 8 14'(356 mm) MAXIMUM A - 3'-4' to V-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14'(356 mm) MAXIMUM DEPTH 20'-0'(6,1 m) MAXIMUM B A=3'-4'to6'-w(1,01o1,8m) FOR PRIMARY BEAMS HAV - SECONDARY ,r B ING A 14'(356 mm) MAXIMUM BEAM DEPTH B - 20'-0' (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0' (6,1 m) COMPARTMENT WALLS BEAM w PRIMARY BEAM * REFER TO FIGURE 5B COMPARTMENT FOR SPANS WAILS EXCEEDING 20'-0' (6,1 m) FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0- (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS A = 3'-4' to 6'-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM DEPTH C = 3'-4' (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 261% OF PRIMARY BEAMS =TC C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the Beam Ceiling Design Criteria" section) 'TFP420 spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, • otherwise, non- operation In the event of a fire or inad- vertent operation may result It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, Page 7 of 8 Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2284), K=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, P/N (specify). Chrome .................. 51-123-0-162 White .................... 51-123-4-162 Black.................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-001 White .................... 56-123-4-001 Black .................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 56-000-4-947. Wrench & Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, PM 56-000-4-948. Protective Cap Removal Tool'for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. • Page 6 of 8 SECONDARY BEAM _ TFP420 COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFII (TY2284) must be in- stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 Inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step S. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- " USE DISTANCES SHOWN PRIMARY ' IN FIGURES 5A, 5B & 5C, BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFII (TY2284) must be in- stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 Inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step S. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- Series 909 ,Engineered for igh Sizes %1' - 211 capacity relief To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 9090T. Sizes 3/4" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3A" and 1" only Suffix QT - with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (3/4" and 1" only) FAE -with flanged adapter ends (11/4",1'h", 2" only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats • Designed pressure drop • Modular design • Simple and economical service - No special tools required for • High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent..Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections 3/4" -1" 9090T has NPT female threaded body connections. 11/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) Size Dlmenslon (I cherWil .(lbs.) inches A B C Dr1F64' G H w/o strainer 3/4 21 V. 17' i No 4 61/4 31A 1516 14 1 221/4 173/ie 75/16 4 7 37/6 171/2 15 1Y4 255/6 205/6. 103/6 5 712 51/4 4234 40 11/2 27116 213/4 1 om 5 712 51/4 44 40 2 3DYi 235/6 103/6 5 73Y4 51/4 47% 40 6 For more information, send for ES -909S Reduced PressureZonw Patent 14,241,752 909OT-S Nate: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanicalnrrigation system flow rate (7.5 feet per second) 16 012 U) 20 a15 L 10 20 015 X 10 20 015 a10 5 0 20 irk 15 U) 10 .r. ���Il� Ift�ft�l��lf■I�/�� II/'%fel■ II�f1•f��f���l�� I����l■ Il��l���l�f�l�� f����l� I�l�l���f��li•� ��I�I�fi1•I�f'�f��-�J II��I�I ��li•�l��f�lf� ��f�l�l It■���t���l� It�t��lt�l9■��t�t�tt�■■tt� iil•�■ ■�i1•I��I�f� ���■ ■�l��l�i1•f� I���f1•l� f1���l�l� ����� ■��'C�tlttlt>• ����f1• ��f�f�l�l� i l�l��lOfvfi��l� atl�tta�ea>•I tl���l�� �l�l�l �I��I�f1• VSR-SF FOR SMALL PIPE VANE TYPE WATERFLOW (e),POTTER ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 - (800) 325-3936 a Thornhill, Ontario, Canada UT 1 PB., www.pottersignal.com (905) 882-1833 Stock No. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1", 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1", 1 1/4", 1 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. - NEMA 4/I P55 rated enclosure -use with appropriate conduit fitting. -Temperature range: 40° F to 120° F (4.5° C to 49" C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler . NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper adapters.so that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector'S,_•, test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA MKT. #8800003 - REV M PAGE 1 OF 2 MFG. #5400802 - 2197 xE R FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL '100116 OV, M. /923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 3 FIG. 2 VS F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". 0 TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2' 1 1/4' +1/8' -1/16" (SOmm to 65mm) (33mm t2mm) 3' to 8' 2"±1/8* - (80mm to 200mm) (50mm:2mm) DWG. #761-30 LOCAL BELL TRANSFORMER OR BATTERY POWERED OPEN ON ALARM CLOSE ON ALARM SIGNALING DEVICE TYPICAL SWITCH ACTION OPEN ON Y-,,-4CLOSE ON ALARM .4 ALARM DIRECTION OF WATERFLOW TYPICAL ELECTRICAL CONNECTIONS STYLE B (CLASS B) END -OF -LINE RESISTOR CKT. (SEE NOTE) OPEN ON CLOSE ON EOL ALARM ALARM RESISTOR TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT.-LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 1 A 10-25 120-140135-55 C D 50-70 E 160-90_ SUPERVISED LOOP (SEE NOTE) OPEN ON CLOSE ON TO ADD'L FROM ALARM ALARM DEVICES CONTROL OR RETURN PANEL TO CONTROL NOTE: FOR SUPERVISED CIRCUITS SEE "SWITCH TERMINAL CONNECTIONS - DRAWING AND CAUTION NOTE (FIG. 1). DWG. #751-15 NOTES: 1. The Model VSR-F has two switches, one' can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV L PAGE 2 OF 2 MFG. #5400761 -11/95 (LP),POTT-ER WrIttLUUM SERIES MT AND MT STROBE MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - P.O. Box 28480, 55 Glen Cameron Road St-. Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 • (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time: Horn, Code -3 Tone, Code -3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code -3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's. MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. Code -3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacu- . ation signaling. • Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current .draw with low temperature compensa- tion to reduce. power consumption and wiring costs. • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. Model MT -24 -LSM (strobelhorn shown) PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2 11/95 dBA and CurrentRatings Model MT 12/24 MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94- 0.413 0.391, 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2 11/95 rte..°�:•_': •p� ' h• 51.7 � l �/I+.y C+��`Y•^Y :Ya 9! fi. q'•�' ` V 4 Ft• ~�fl :. °� d'!:••'+ tic�Oa :=e. ;� o� .•'q.tpy��� �• ��r,, S/C y���.:' :,,; � is rY,T ' : ' • • r•°' ' 'rte +�„ 1 ,•, •.•"+• 16.0 °• i�: �• �: •:`• �° '�;...: t' '}CY:.'• Y;•`t• ° °°• ' • Qm,Or'�. 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(... ��,� i•` �+•,: 1 l s�+( �, .' 6. v' ��,9c.: � r.�iy::.•i`r�1' , �; •3 l:r:.:. �� t G + y rlq� •o �': ::'•. �a:••:�!4:;7r ;'; •:%r./��:': �ljjl••+! / �'•:� !,:.iiC • � a � r ( t . i J��q�- �� ak X`' •,n o . . � • .. ;. t„ v . ?, { ib `y;::'_.'�'1 t� :i. d Y +p .,�n`'�;:�£'b.�,f.'ta•+��G:1"r�/.��srr/:+5� �,:.+Ma'�,�:Itv���liA555Ze�oSt°�4:f-A�ti47..� :'•N� -�l�'1'�`�lJ' `• (+•� • ��•'c`� • �.:�-�' 4,� ��°.'.��'Yeil'.'' Fumes: FireFighter and FireFighter PG have no hazardous fumes. System Requirements and Limitations: All fire protection sprinkler systems winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of antifreeze within these systems should also conform to NFPA requirements. ,r Use of antifreeze solutions should also be in �`• ..'V'. conformance with any state or local health codes. completely filled and all air has been purged fromo Please contact your local health authorities if you the system. have any questions concerning the codes in your area. If the filling cup is NOT above the highest e o --. Maintenance: procedures: :: •: 1. Administer FireFighter or FireFighter PG at the Because the chemicals which compose FireFighter ' and FireFighter PG can break down over time, systems drop pipe should be filled through the filling cup as should be tested to determine the level of freeze shown in the diagram below. protection at the beginning of each freezing season. G•P •, To test the freeze protection level of FireFighter, use a .:. •�;; small hydrometer to determine the specific gravity of the solution. To maintain a —15°F flow protection, the specific gravity of FireFighter, should be 1.141 at 77°F. ,. , To test the freeze protection level of FireFighter PG, use a small hydrometer to determine the specific gravity of the solution. To maintain a —15°F flow protection, the specific gravity of FireFighter PG should �•Vi�r'�,ytf�� be 1.030 at 77°F. When the test indicates that the solution has weakened, empty the system and replace with fresh FireFighter or FireFighter PG. according to the installation instructions. •„ten , ' � J� f.L1 i1 a' j ?•yin{.�i}��� ;T• � "C t2l'• 16 � .'.'.��'• ' het o INSTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter- PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is completely filled and all air has been purged fromo the system. �,� •� If the filling cup is NOT above the highest e o sprinkler, use one of the following installation' procedures: :: •: 1. Administer FireFighter or FireFighter PG at the highest sprinkler branch line using a filling cup. The drop pipe should be filled through the filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the valve marked #1 until the'drop pipe and the section of pipe above valve #I are empty. 3. Close valve #1. Close the filling connection valve. Slowly open the supply valve wide. �:sd Or: Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram , below. HEATED AREA UNHEATED AREA Eaa� Filling Cup Sprinkler Head Water Supply # Non -Freezing Solution ` 12 ins.,?.,! Approved .u9� Indicating Valve Wall Drop 5 ft. min. # ■ _ _ a 2 Check Valve (1/32' hole in Clapper] L.Drain Valve • ° , o; Please turn to beck panel for additional information.? PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic* antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. FireFighter is compatible with all approved types of pipe, including BlazeMaster` , CPUC sprinkler pipe and fittings. FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPVC. Sizes: FireFighter and FireFighter PG are available in: X — One gallon plastic bottles [6 per case) _ Five gallon pails 30 gallon drums _ 55 gallon drums r —5000 gallon tank trucks Color: _ FireFighter is orange o _ FireFighter PG is red `4�Applications: x(J� Wet fire protection sprinkler systems Ingredients: FireFighter: —Active Ingredient: Glycerine _Other Ingredients: Water Viscosity Reduction Agent Dye sk .t .. FireFighter PG: ActiveIngredient- Propylene Glycol Other Ingredients: Water 4?�;a Viscosity Reduction Agent f��, Dye ere, f+':4 ;A . 'FireFighter Freeze Protection Fluid" is a trademark of The Noble Company. 'BlazeMaster" is a registered trademark of B.F. Goodrich " *'Non-toxic' is used to describe extremely low chronic and acute toxicity. „t No maximum safe intake for humans has been established. The product is 1 ` - • . p•,� considered GRAS (Generally Regarded As safe) by The Food and Grog I Administration rh�o,: �' •::�� tom;` )),Dy F. 1 l ' •((�� •� Chemical and Physical Properties: FireFighter: _ Density at 71°F is 1.137 grams/ml —Viscosity at 77°F is 7.05 centipoise — pH of FireFighter is 7 _.Boiling Point at Atmospheric Pressure (760 mm) is 212°F FireFighter PG: _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise _ pH of FireFighter PG is B.0-9.6 _ Boiling Point at Atmospheric Pressure (760 mm) is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid Flow Temperature is —15°F — Minimum 'Burst" (Hard Freeze) Temperature is —50'F flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point [Pensky- Martens Closed Cup): however, both products can flash or burn if the water content is evaporated off FireFighter: —Flash Point is 350°Fi �' —Fire Point is 400 OF" FireFighter PG: _Flash Point is 214°F" _Fire Point is 220 OF** Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state, and local health codes. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and Drug Administration. "Cleveland Open Cup RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available throughout the U.S, through wholesale distributors. Please contact The Noble Company for your local representative and wholesaler. TECHNICAL SUPPORT Specifications, installation design, installation techniques, and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support. Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (6161842-7844 1— &0-67e —(62 S FAX: (616) 842-1547 :•j j"`1 ;�?41r1y Y 1 4 Printed in USA .W�..� ©1989 The Noble Co. Form OFPIG 289 3�'p'• :fid, a �' , •,• : r+•,i:+, . • •, h • ' ,r,,, � - A � 6 b b .0 • . A , • X•7 • r " '' 1in x'1.1 ,,:�;rl�, ! . ��{; Series 909 "Engineered for high Sizes W - 2" capacify relief" To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/411 and 1" have Tee handle shut -offs. Available Models Pref ix C - with strainer clean and check, 3/4' and 1" only Suffix QT - with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (3/4" and 1" only) FAE - with flanged adapter ends (11/4",11h", 2' only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats • Designed pressure drop • Modular design • Simple and economical service a No special tools required for • High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent.. Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections 3/4" -1f1 909QT has NPT female threaded body connections. 11/4" - 2"'909QTM1 has NPT male threaded body connections. Dimensions- elghts (approximate) Size Dimension (li iches) wg .(lbs.) inches A B C D E F I G I H wto strainer Y4 21 % 171A 75/4 4 1 4Y4 11 Y4 6Y4 YA 1534 14 1 221/4 173/ie Me 4 C3/413 7 3'/e 17Yt 15 11/4 2534 20% 103/e 5 7114 51/4 42Y4 40 11/: 273/ie 213/4 103/e 5 71/z 51/ 44 40 2 303/1 235/e 103/a 5 7344 51/ 4734 40 6 For more information, send for ES -909S educed Pressure Z0,1i: Patent 14,241,752 *`. 909QT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanicalfirrigation system flow rate (7.5 feet per second) 16 t, 12 U) 20 X15 Lio .1. 1 15 20 25 30 1 1 N®RI��.�I����� 1 1 1 1 1 1 11 1 1 11411 STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES S (Allowable stress in pounds per square inch) 6000 psi 2504 .F': S 5800 psi 50°.,F S 3800 psi 400.?. F - S 2500 psi k IlY�'ri�f4 i-. r> TYPE.K M TYPE L L 1�. TYPE M L M 1500F. 2500F. 35061;; 4000F. 1500F. 2500F. 4000F. 1500F. 2500F. 35000.:. 4000F. Iglnches.;:;; O.D. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) ,3500F. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) '/s 3130 3030 1980 1300 .151 .162 .176 1.132 1.210 1.319 =• s/i : . ' : a/ia 1950 1890 1230 810 .242 1.735 1.808 3/4 ,'... 5.232 %4 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 s/16 1200 1160 760 500 4.042 4.286 4.540 1'/4 14.64 15.12 15.72 'f ".'/�.`.'::;' '`','•...a/e 1200 1160 760 - 500 900 870 570 380 750 730 470 310 1.19 1170 1130 740 490 800 770 500 .330 560 540 350 230 2.15 920 890 580 380 740 720 470 310 500 480 320 210 3/4 760 730 480 320 650 630 410 270 450 430 280 190 880 850 560 370 590 570 370 250 400 390 250 170 ,,..1.;,. ; :; ..>.,,• i'A, 680 660 430 280 510 490 320 210 340 330 220 140 98.2 550 530 350 230 460 440 290 190 340 330 220 140 520 500 330 220 430 420 270 180 340 330 220 140 2'/s. 450 430 280 190 370 360 230 150 300 290 190 120 /=•k..; •., .. 2 /s 420 400 270 180 350 340 220 140 280 270 180 120 3'`••4'':�:;;,:ai:.3'/e 410 400 260 170 330 320 210 140 260 250 160 110 35a 380 370 240 160 320 310 200 130 260 250 160 110 370 ' 360 230 150 300 290 190 120 260 250 160 110 ;.., 360 •350 230 150 280 270 180 120 240 230 150 100 ..:. 61/e 370 360 230 150 260 250 160 110 230 220 140 100 8'/e 390 380 250 160 280 270 180 120 240 230 150 100 10'/0 390 380 250 160 290 280 180 120 240 230 150 100 390 380 250 . 160 270 260 170 110 240 230 150 100 S (Allowable stress in pounds per square inch) 6000 psi 2504 .F': S 5800 psi 50°.,F S 3800 psi 400.?. F - S 2500 psi k IlY�'ri�f4 i-. r> L M V ` L 1�. K L M at.r1 IPITERNAL.VOLUME OF COPPER TUBING .936 .0542 3!''l.•' r .. Cubic Inches Per Cubic Feet Per `•"' Gallons Per )r' Nom. Sii�: Foot of Tubing 100 Net of Tubing 100 Feet of Tubing 3/6 24. L.J K L M K L M K L M .936 .0542 .405 3/6 1.524 1.740 1.908 .0882 .101 .110 660 '.753 .826 '/i 2616 2.796 3.048 .151 .162 .176 1.132 1.210 1.319 =• s/i : . ' : 4A08 4.176 .232 .242 1.735 1.808 3/4 ,'... 5.232 5.808 6.204 .303 .336 359 2.265 2.514 2.686 9.336 9.900 10.488 .540 .573 .607 4.042 4.286 4.540 1'/4 14.64 15.12 15.72 .85 .88 .91 6 34 6 55 6.81 i'/a 20.64 2136 21.96 1.19 1.24 1.27 8.94 9.25 9.51 36.12 37.08 38.04 2.09 2.15 220 1564 16.05 16..47 21/a55.92 57.24 58.68 3.24 3.31 3A0 2421 24.78 25.40 3 : r� 7968 81.72 83.76 4.61 473 4.85 35.38 36.26 3'/4.:.:..:� 4 0lA 108.00 140.4 110.52 144.0 112.80 146A " 6.25 8.1 6.40 '8.3 6.53 K 8.5 .3450 4675 60.8 47.64 623 48.83 63A 5 2172 224A 226.8 r� 12A 13.0 13.1 94.0 97.1 98.2 6 4WD 310.8 321.6 326.4# 18.0 1-8.6 18.9 134.5 1392 141.3 24. L.J A Table A-2-3.4 Copper Tube Dimensions Type K Type L Type M Nominal Outside Inside Wall Inside Wall Inside Wail Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness In. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 3/.1 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6). 0.032 (0.8) 1 1.12!5 (28.4) 0.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 (26.8) 0.035 (0.9) 1'/4 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 172 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 2'/2 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) 8 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . 4608 INCORPORATED CORONA, CA • (714) 737.5599 FIG. 22 HANGER FOR C.P.VK.S�E SINGLE FASTENER �P Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the C sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure A using the special hex head self threading screw" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patent Pending - Minimum fastener size acceptable, #12 x 1-1/4 hardened hex head self threading screw. 32A 'I C.P.V.C. B PIPE SIZE A 3/4 2-7/16 1 5/16 MAX. HANGER FASTENER SPACING HEXSIZE C (FT.) 1-3/16 5-1/2 5/16 1-1/4 3-1/16 1-5/8 1 3/16 6 1/2 ..,.....,�.;,.Wew.sn`r.��r�;a3'✓r! rL+SGx+ x _. "' rn 2 _ RE\nsm s/() I 3-3/4 2-1/8 1-3/16 8 5/16 APPROX. WEIGHT LENGTH PER 100 1-1/4 9 , 1-1/4 11 5/16 1-1/4 15 r� UL & C -UL File 4Ex4470 B. In accordance with the C -UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tection'shc�llonsit,pf p then-lat"h and plaster, one layer of 9mm thick: gypsum wallboard, one larger of 13mm plywood, or a suspend- ed me16brane ceiling wilg lay -in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim2 when installed with metalhc grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.03rn', but not exceeding 0.71 m2 in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71m2 in area. In these cases, any standard sprinkler head rated at 77°C or less may be used. C. For a concealed installation per FM Approvals, the piping shall be protected and completet,y separated by a permanently installed non-combustible barrier from any area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damnage. Drop in ceiling tiles, as used in suspended ceihngs are specifically considered not to be permanently installed for the purpcses of this definition. Non-combustible is defined as having a minimum finish, fire rating of 15 minutes when tested per ASTM E 119. 4. For an exposed installation: A. In accordance with the UL Listing, BlazeMaster CPVC pipe and fittings shallbe installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations, Listed Quick Response pendent sprinklers installed within 8" from the ceiling or Listed Residential sprinklers located in accordance with their Lifting shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations, Listed Quick Response horizontal sidewall sprinklers hcrvirg deflectors within 6" from the ceil- ing and within 4" from the sidewall or Listen Residential horizontal sidewall sprinklers located in accordance with their lasting shall be used and the maximum distance between sprinklers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fired ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150°F (65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings can be installed in these areas when sprinllering residential occupancies according to these standards. 7. In installations where sprinkler pipe runs through an attic space that requires sprinklers per NFPA, CPVC piping shall be protected in order to meet the requirements of its UL and C -UL listings. The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers. Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in air plenums, shall be a minimum horizon- tal distance of 24" from an opening in the ceiling such as ventilation grills. The C -UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and proximity of CPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12. The use of B1azelv4aster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. L 1 UL & C -UL File #Ex4470 1 11 Central BlazeMaster Specifications Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Under -writers, Laboratories Inc. (UL & C -UL), Factory Mutual TM),1 E&A, and the National Sanitation Foundation (1?SF-p; S.E.) for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from );" to 11. and ASTIvt F439 (Schedule 80 dimensions for 2" to 3"). Female threaded adapters for snrinl-1er head connectons contmn_ 5rass inserts. Fittings carry the mark- ings of Undervrriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM), A4E&A, and National Saniraticn Foundation (NSF-pvr S.F.) for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster One -Step CSC -300, CSC-400,or CSC -500 Solvent Cements or Two Step CSC -100 Primer and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC -400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement - ing instructions within this manual prior to installation.. Other primer. or cements shall not be used with Central Blazeh4aster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average.OD Average ID Pounds per Feet %' (19.1) 1.050 (26.7) .874 (222) .168 1' (25.4) _ 1.315 (33.4) 1.101 (28.0) _ .262 1 %' (31.8) 1.660 (422) 1.394 (35.6) .418 _ 1:4' (38.1) 1.900 (48.3) 1.598 (40.6) .548 2" (50.8) 2.375 (60.3) 2.003 (50.9) • .859 214" (63.5) 2.875 (73.0) 2:423 (61.7) 1.257_ 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 2" 2.387 2.369 1.500_ 1.933_ ASTM CPVC Fitting Socket Dimensions 0 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with ASTM442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. ■1 Table B • ASTM Dimensions for CPVC fittings in Inches: Nominal Size A Socket Entrance Diameter Average Diameter B Socket Bottom Diameter Average Diameter C Socket Length Minimum D Inside Diameter Minimum E F Minimum Wall Thickness '/.' _ 1.058 1.046 0.719 0.820 0.113 0.141 1" 1.325 1.310 0.875 1.044 0.133 0.166 _ _ 1'/," 1.670 0.938 1.375 0.140 0.17.5 1 f 1.912 _1.655 1.894 1.094 1.604 0.145 0.181 2" 2.387 2.369 1.500_ 1.933_ _ _ 2Fe" _ 2.889 2.868 1.750_ _ _0.218 0276_ _0.27_5__ 0.345_ 3" 3.516 3.492 1.875 _2.316_ 2.892 0.300 0.375 0 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with ASTM442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. ■1 UL .& C -UL File NEx4470 Product Ratings and Capabilities Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and FM Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150'F (65'C). Friction Loss Central BlazeMaster CPVC pipe has a Hazen -Williams C -Value of 150. Pipe friction loss calculations shall be made according to 14FPA _andards. e follol;,ing table snows the allowance of friction ions for fiitin 5, expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size (in.) 1" 1 1% 1 4 1 2" 1 2W 3" Tee Branch 31 5 6 8 10 1 12 1 15 Elbow 90° 4 1 5 6 7 9 1 12 1 13 I ee Run 1 1 I 1 I 1_ 1 1 1 1 1 2 1 2 'The above stated friction loss Values are for Central BlazeMaster fittings only. When using - other Listed BlazeMaster CPVC 90` ei_c, s wfth Central Sprinkler BlazeMaster products, please consult the fitting manufacture: 's installation and design manuals. . Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inch/inch /'F. A 25'F change in temperature will cause an expansion of k inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL = I2e1(AT) e = 3.4 x 10' in/in/'F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in'F An example of Thermal Expansion is shown -low: Example: How much will a 40 foot run of "of BlazeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35T to 85°F? Changes in length due to fittings are insignificant relative to the pipe. AL = 12e1(.AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or :%t" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (ie; summer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the ma rmurn working temperature are lower than Those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. AT = 70'F S = 1560 psi E = 3.85 x I U psi U 714 A Table D • Loop Length (307 to 100'F) AT = 70'F Table C • Thermal Expansion Nom. Pipe Size Avg. O.D. 10 20 Temp Change 5 10 15 20 25 30 Length of Run (it.) 35 40 45 50 70 90, 120 160 ArF 15 18 21 24 26 28 30 Thermal Expansion, el (in.) 33 39 42 -1- _ 20 .04 .OB .12 .16 .20 .24 .29 .33 .37 .41 .57 .73 .98 1.31 30 .06 .12 .18 .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31 .41 .51 .61 .71 .82 .92 1.02 1.43 1.64 2.45 3.26 60 .12 .24 .37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 2.28 2.94 3.92 5.22 90 1 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 100 1 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 AL = 12e1(.AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or :%t" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (ie; summer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the ma rmurn working temperature are lower than Those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. AT = 70'F S = 1560 psi E = 3.85 x I U psi U 714 A Table D • Loop Length (307 to 100'F) AT = 70'F Nom. Pipe Size Avg. O.D. 10 20 _ 30 40 Length of Run (R.) 50 60 70 80 90 100 120 140 160 Length of Loop (in.) 1: 1.050 11 15 18 21 24 26 28 30 32 33 39 42 -1- _ 1.315 12 17 20 24 _ 26 29 31 33_ 35 37_ _37 41_ 44 _ 47 114' 1.660 1319 23 26 30 32 35 37 40 42 46 50 53^ 1ST' 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 2- 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 2r 2.875_ 18 25 30 35 39 43 46 49 52 55 60 65 70 3' 3.500 19 27 33 38 43 47 51 54 58 6_&F 72 77 Loop Offset v4t tnI ,rd , Change of Direction 0 Long Run of Pipe ;,r O-Manger or Guide e Restraint Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature °F 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) �r& - UL CZl_ File NEx4470 Note: Table based on Stress and Modulus of Elasticity. at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10 psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 80`F S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: P= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100°F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central Blazel iasier CPUC pine installed in 40'F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40°F AT = 60'F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. . 1.. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 1 Table E • Loop Length (607 to 120°F) AT = 60'F Nom. Pipe Size Avg O.D. 10 20 30 40 length of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 1:' 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41_ 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1%' 1.660 13 18 22 26 29 32 . 34 37 39 41 45 49 52 114' 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 30 41 44 47 49 54 58 62 214' 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Loop Offset v4t tnI ,rd , Change of Direction 0 Long Run of Pipe ;,r O-Manger or Guide e Restraint Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature °F 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) �r& - UL CZl_ File NEx4470 Note: Table based on Stress and Modulus of Elasticity. at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10 psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 80`F S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: P= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100°F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central Blazel iasier CPUC pine installed in 40'F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40°F AT = 60'F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. . 1.. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 1 Table F • Loop Length POT to 150°F1 AT = 80T Pipe Size Nom. Avg. O.D. 10 20 30 40 Length of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 Y.' 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 i 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 1%' 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 1%' 1.900 18 26 31 36 40 44 48 51 54 57 63 6B 72 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 214' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset v4t tnI ,rd , Change of Direction 0 Long Run of Pipe ;,r O-Manger or Guide e Restraint Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature °F 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) �r& - UL CZl_ File NEx4470 Note: Table based on Stress and Modulus of Elasticity. at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10 psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 80`F S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: P= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100°F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central Blazel iasier CPUC pine installed in 40'F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40°F AT = 60'F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. . 1.. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 1 f Support and Hanger Recommendations* Y (.Y� N^ e Model No. 22 (shown) Model No. 231shown) UL & C -UL File #Ex4470 Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie; 1 L" hangers for I /" pipe). Pipe hangers must comply with the appropriate Standard, NFPA I3, 13D, or 1311, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a struc- tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger, but is not pinched or crushed in any way. PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Afcon make three hanger/restraining devices that are available for use with Central BlazeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinkler head dur- ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and as a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex head self -threading screw (furnished with the product) is easily installed using a recharge- able electric drill and a'/V socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult the Central Sprinkler Company. -'I. Table L a Support Spacing "L" (ft.) CPVC SDR 13.5 Tem "F Nominal Pipe Size P '/" 1" 1%"I 1%" 11 2" 2'/t" 3" LN 73° 5% 6 6/✓ 1 7 1 8 9 1 10 Vertical Restraint Hanger/Support Spacing Because Central BlazeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the BlazeMaster piping directly to the ceiling or side wall. When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if it is not properly secured, especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a is", 1" or 1 %` pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to %( inch above the pipe or using a split ring or a wrap-around hang- er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It is advisable to use lift restraint devices such as the Tolco Model number 25 which prevents the threaded rod from coming in contact with the CPVC Table M • Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) Y. inch 4' 3' 1 inch _ 5' 4' 1 / inch 6' S' 1 F inch 7' 7' >11A inch 7' 7' Local codes have final authority on which types of hanger can be used. pipe as shown to the left. Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M and N. UL & C -UL File #Ex4470 When piping is suspended from a deck, hangers are a quired to suspend the pipe as well as for vertical lift restraint. One support can serve as both. Drop locations -etween supports are acceptable in any location as long as support spacing is in compliance with Table M. Examples of where this type of hanging is used include: concrete decks -r. _th rod and ring hangers, "pan decks" on I beams with C - :,amps, or concrete anchors, and under wood joists with straps or rod hangers. See Figure O. . Figure A Side view. When the piping is supported by wood joists or trusses, the structure provides the support, especially when the joists are close together. The only requirement with this type of construction is to provide vertical restraint and hangers are not required. When supporting CrdC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. t-ig. U • Urop Ceiling Installation, Maximum Table M A B Bar Joist (Reference Table M)' (Ret. Table N)' Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ?YC pipe or fitting must be supported near a sprinkler head as shown in Tables M and N. � "t Table N • Support Spacing to an End Line.Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 Will Greater than 100 psi (690 kPa) 3; inch 9" 6` 1 inch 110' 9" 1% inch 1'4• 1' 1: Inch 2' 1 gg A% inch 2' 1' t-ig. U • Urop Ceiling Installation, Maximum Table M A B Bar Joist (Reference Table M)' (Ret. Table N)' Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ?YC pipe or fitting must be supported near a sprinkler head as shown in Tables M and N. � "t Z TOWN OF NORTH ANDOVER BUILDING DEPARTMENT ft APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING f Official Use ni U 0 or ci BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: o O 3�Pp Building Commissioner/Inspector of Buildings DAe PORTN-1 �M-MMUIIM 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 11LAfl,92 14?z Roa L94 lzoy� Vt?4K kk�i4 H0Z 0 No(hl Waym nMy-6 Map Number Parcel Number wn: 0 1.3 Zoning Information: 1.4 Property Dimensions: ZoniAg District Proposed Use Lot Area (sf) Frontage (R) 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided R 'red Provided § 1.7 Wat 54) 1.5— Flood Zone. Information: 14 S Disposal System: — Public � ZS��4.G.L.C.40. Pit C Private 0 zone — Outside Flood Zone 0 Municipal ;Zw On Site Disposal System 0 2.1 Pyncr of R -Mwh va H �t N6, k8dwr Name (Print) Address for Servi : Su— aFPOayl+ (%�5) 0 -z -q I q Signature Telephone 2.2 Authorized Agent 1'e(Ac�i4-Y-P-tf.-.D9,vttol2Ne.ytf. UL Q,'N SWf" Nftdovar mf �- zE Name Print Address for Service: ft?Q Signature Alephode 3.1 Licensed Construction Supervisor Not Applicable 0 CTa V 0 1 AN) Y) --t;a CC -W Address —/ J 'i License Number V0 FN 9071 Ndbueri 012�f5 VX 27 Licensed Construction Supervisor: P � ;�? Z2 Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name_, Registration Number Address Expiration Date Signature Telephone Address Name: Address: Signature Total Name: Address Signa are c,rr Name Address Signature I31MI-In Address i Signature Company Name: Responsible in Charge of Construction Telephone Area of Responsibility Registration Number Expiration Date Not applicable ❑ Registration Number Expiration Date Area of Responsibility Registration Number, Telephone Expiration Date Telephone Area of Responsibility Registration`Numbe: Expiration Date Not Applicable ❑ New Construction Existing Building ❑ Repair(s) 0 Alterations(s) 0 Addition ❑ Accessory Bldg. 0 Demolition ❑ Other 0 Specify Brief Description of Proposed Work: C �1�C� GI Gi�aGV1�G� �ow�l�vuS� as 5hbWY3 690 PCGrS- A Assembly ❑ A-1 ❑ A4 ❑ A-2 A-5 BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Height ft Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 561f A.ka.Q kWl) Q FT -t dQV !--1- as Owner of the subject property Hereby authorize to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A4 ❑ A-2 A-5 0 A-3 0 0 IA 113 ❑ 0 B Business 0 2A 2B 2C 0 ❑ 0 C Educational ❑ F Factory ❑ F-1 ❑ F-2 ❑ H,High-Hazard „ 0 • 3A 3B 0 0 I Institutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ M Mercantile ❑ ' 4 ❑ R residential ❑ R -I 0 R-2 ❑ R-3 ❑ 5A 5B 0 ❑ S Storage 0 S-1 ' ❑ S-2 ❑ U Utility M Mixed Use S Special Use 0 .0 • 0 ' Specify: Specify: `Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Height ft Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 561f A.ka.Q kWl) Q FT -t dQV !--1- as Owner of the subject property Hereby authorize to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date I, A2UM'//Gly' l�L as Owner/Authorized Ageint Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Name Signatfife o Owner/Agent ✓ Date N. �3 t b"'102,180.12 . Item Estimated Cost (Dollars) to ber�tNL* Completed by permit applicant 1. Building 427 1 I S (a) Building Permit Fee i& f 000 Multi lier 2 Electrical +` 9ex) (b) Estimated Total Cost of Construction from (6) IQ 3 Plumbing r y 000 Building Permit fee (al X (b) o� Uu,,,v ik go owo -' 4 Mechanical (HVAC) 3 &062 4990 oma, 5 Fire Protection ? &�vr� Z_ �+g�y "' .�1 do1-1-.00 6 Total (1+2+3+4+5) J Check Number 1 t (o 41� '' �;. 5"•`�'� r 1` t �i a ,ry 1x ir5 ;. !? �, w-, rc s3 fii• [[ �' ,� a v" f 5'� .ysa i �' S i t) r'h. :; s �N,5-'4 " i'u n's Y{.-,, ?�,-:7, v, j �!td�,!�'xt U � ,4st :.oZ�Y� by 5,11:f� _ ya � e s7 r.�?. r..t7�u e`�e�;z�.'y�,��'3i}. y'?.�G�i D', .�,.�i��:��t Yf ,��r:,. xrt��'.Sr:.t�{?.� ,. N1�'. .�. �. ftp rr+'_�L 2 -. �K�,, �`h.`'`ts%s n�... � })`� $:".cuE>{F7it E'�i. n.�'�..�? �4;,1i,,.::,�.. sh &E4 �.r Yp ��*f7l �trr�. ,n. .,LSy'�Et'. � rt",F 'L�.r. ?�FfyL, l; f. 1. yin •rF .� `.�.a:..¢f�a�.N'.r �,fti :�u�ft.�nxx. J:,_t� ,.�.. � .x -qua., ..�.3,. :S: ]I�..l.�E:i��,-_ ,) 5✓i'f`..: y;.,:i K Location No. 9% Date HQRTIy TOWN OF NORTH ANDOVER f ,ti 3? i • O Certificate of Occupancy $ Building/Frame Permit Fee $ s�CMus vd Foundation Permit Fee $ 44-�<j Other Permit Fee $ TOTAL $ tet' Check # S �a K Building Inspector Location k No. 10 9V Date �2 TOWN OF NORTH ANDOVER Certificate of Occupancy $ SS" Building/Frame Permit Fee $ Foundation Permit Fee?,^,z Other Permit Fee $ TOTAL Check # I I 1 (.o WIq,22t� f3r�I•� '16 t 7 ; C&P Building Inspector t O0 Location No. 09'7 Date 0 ,NORTH TOWN OF NORTH ANDOVER �e Certificate of Occupancy $ _ Hus Building/Frame Permit Fee $ Prti7 v a Foundation Permit Feet,, /4 vb Other Permit Fee $��i�� a;TOTAL $ Check # T% �.df► !1Rcia /3 rr ti K �/ f �1/ 667 Building Inspector Mr i s 00 Location F" 4F4 -171, No. Date O�NORTIy TOWN OF NORTH ANDOVER •. .• O - C A � Certificate of ,,,,,�,_, 4.•�; Occupancy $ 'SS�GHUS Et� Building/Frame Permit Fee $ Foundation Permit Fee $=d �� Other Permit Fee $ TOTA L Check # .�TAX>- 0- k- 6 6 111 0 $oo 61, Inspector Co j� o00 0 0 0 0 0 0 000 V v V O a. b Q G] U � J O J � Z W y 0 O o Z J W W p 0 3 � 0 w E- L U Q w CL -1 9,780 VO 0 47,380 f� /1 0 9#?0 00 ti �4�ccz .- It t sfO 3-7 .� 34— �`� oci,(A 2 �b$ Sx t4- igXzt �� g �x Z �3xg 0 27 /OXta i�j�Z, 1 ------------- -6g l (.0 -� �- i 6� -� 25 1g3ss� qc7� 6 /t,�A 3 c�� \° 62 3 � � r 3 6 S� Jun 18 03 05:39p The MZO GROUP Y (781)279-4448 p.2 LWorkers Cotppensation Inautanoe�affidavit mull be comptered and submitted With dw application. Failure to provide this affidavit will inult in the denial of the issuance of the building,wmit. Sinned affidavit Attached Yea .......0 No...... n 1 5.1 Rebislcred Atchiteet: •� -tots SK 4 Name; �jvvqLW, UG Addres rIzo 6,2o JlM� Q � � Telephone Area of Responsibility Name; Rebisbration Number Address: Name Expiration Date Sigbatttre Total Rasistration Number Not epplicublc 0 Rgpstration Nwnber Expiration Date -- - Name! Address Signature Ttlephone Name Area of Responsibility Name Area of Responsibility Address Rasistration Number Sigoaturc Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature T¢lephoII2 Expiration Dute Not Applicable 0 Company Name: Respor►tible in Charge of Construction 5 Tomkousp FORM U- LOT RELEASE FORM lNSTRUCTIONS: - This form is -used to verify that all necessary approvals/permits Boards and Departments having jurisdiction have been obtained. This donoot f the applicant and/or landowner from. -compliance with any' lieable. or re �ir� � fk Y pp. 4 --���ArrL lca�tT FILLS OUT THIS SECTION*�`***���� APPLICANTRachtMK> eI�T rnen} LLC P, /1q� $ " - See plan # fySOa CaS t'€Co�P� �e - LOCATION: Assessor's Map Ne►rr�ber0i fiza �, rcnceV�©�S PARCEL SUBDIVISION Pe�c.�-1i t'e�. farm LOT (s) JI _Unh .U__VLL0+ STREET SST_ NUMBERZ d/7,,-.v1_C o) FOOD INSPECTOR -HEALTH SEPTIC 1NSPECr6R-HEALTH PUBLIC WO€ ks - SEwERIWATER FIRE DEPARTMENT DECEIVED BY BUILDING-INSPE OFFICIAL USE ONL AGENTS: TOR DATE APPROVED - mm REd11 T 3 `4 S �lnl 0 lt,x � oo/ �. EIVED -DATE APPR6VM DA TE REJE. DIM DATE APPRFJ VM DATE-F1&WCFED ril A- 33 5 Towhousts FORM U — LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits fr-or Boards and Departments having jurisdiction have been obtained. This does not retievE the applicant and/or landowner from. compliance with any applicable. or requirernents. 4fi•4'tiiiL-L-LIIJ.JJ..LJ..L-u_i-.•...__• ---------Art'LII:AI'V r FILLS OUT THIS APPLICANT F�LCaG%l�rL'�'_ �e 1 I o p menf LLC PHONE 9� 8 �) - C�Syo See plan-) k� j9soa CIS recorMl LOCATION: Assessor's Map NumberOt PARCEL__ SUBDIVISION PSC h I reg Fc1�m LOT (S) 7aunhc0l aL, fat STREET Em Stmet �ST_ NUMF3FR `ID 9z TION COMMENTS USE QNLY -- �,�.�► AGENTS: DATE APPROVED DATE REJECTED - SATE APF DATE REJEi zz,-Y10 7-0 l?�., � � • ftp �/., FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMMENTS DATE APPROVES DATE REJECTED DATE APPROVED. DATE REJECTED PU13LIC WORKS - SEWERAVATER CONNECTIONS ) , DRIVEWAY PERMIT i FIRE DEPARTMENT RECEIVED BY BUILDING INSPECT Revised 9197 jm �) 4} (` zfAl" G� FIVE v� TH DATE GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUELDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Mana ent Bylaw. The applicant shall provide all of the necessary information as requested below. L-�an,iy�o2 VetApplicant / Pro rty dr s Map / Parcel �t jj�y ppl ant's Phone Number Single Family Two Family I the undersigned applicant for the above property arrest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit firm the requirements of obtaining other permits required prior to the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued Based on section 8.7.6 of the North Andover Growth Bvlaw the above lot and the work as applied for on the above lot, in the building Permit application and associated attachments, complies with one or more of the following sections as indicated by a deck mark. This is an application for a building permit for the enlargement, restoration or reconstruction of dwelling in existence as of the effective date of this bylaw, provided that no additional residential unit is created The lot(s) was / were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy of the units is restricted to senior citizens through a properly exerted and recorded deed restriction running with the land. For purposes of this section "senior' shall' mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40 %permanent reduction in dens. ( ble lots) below the density permitted under zoning and feasible given the environmental conditions of the tract, with the surplus land equal to at least tatbuildable acres and permanently designated as open space or farmland. The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED Al THAT THE ATTACHED BUILDING PERNUT IS ALLOWED Ari ENEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF vQSLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR tiOT IS GROUNDS FOR REFUSAL, BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. Al'PUCAWS 01TGNATRURE --�� IFAS FORM TO BE ATTACKED TO Tl- . UILDING PERNtIT APPLICATION 077 License: CONSTRUCTION SUPERVISOR t ^.: Number*CS 083065 Birthdate: -01113/1973 "` E P16W,,0111212007 Tr. no: 83065 Rgstiet�d 00 GERRY LYNN DARCY _ PO BOX 907 N ANDOVER, MA 018+#5 Administrator 1253 APPLICATION FO"ATER SERVICE CONNECTION 4, North Andover, Mass. Application by the undersigned is hereby made to connect with the town water main in /� C J Street, subject to the rules and regulations of the Division of Publics1 -2Works. ` C� The premises are known as No. o �ll l 4 1 on Street K 6„)0-5,0-5 or scl1vision-4ot-no: 1 Z . 3 Owner Contractor o4e r5 r e r 23t��- Address Address �-/ J Applicant's Signature ao � r Hca. 00 l PERMIT TO CONNECLWI T H WATER MAIN The Board of Public Works hereby grants permission to—, �'"� 7� PC/ /_I C to make a connection with the water main at Street subject to the rules and regulations of the Division of Public Works. Inspected by Date � 4 Board of Public Works By ti See back for rules and regulations AUTOMATIC LAWN IRRIGATION SYSTEM PERMIT TOWN OF NORTH ANDOVER MASSACHUSETTS ALL INFORMATION MUST BE PROVIDED, BY A LICENSED PLUMBER, PRINTED IN INK AND LEGIBLE. IF NOT THE PERMIT WILL BE REJECTED. DATE: /', 7 % LOT #: LOCATION: 76/ -- BUILDER: NAME TELEPHONE NUMBER STREET NAME TOWN/CITY & STATE OWNER: NAME TELEPHONE NUMBER STREET NAME TOWN/CITY & STATE PLUMBER: NAME TELEPHONE NUMBER STREET NAME TOWN/CITY & STATE LICENSE NO. EXPIRATION DATE: SERIAL NO. IRRIGATION INSTALLER IF NOT THE PLUMBER INSTALLER: COMPANY TELEPHONE NUMBER STREET NAME TOWN/CITY & STATE INDIVIDUAL NAME TELEPHONE The plumber, must install the connection to the municipal water supply within the building, the water line to the outside of the building and the backflow device. A registered irrigation installer may then install the balance of the Automatic Lawn Irrigation system. NO irrigation heads will be allowed in the right of way (near edge of pavement). ALL irrigation heads MUST be at or behind the property line. All heads installed in the right of way will be removed immediately upon notification and said plumber or installer will not be allowed to perform any future work on the municipal water supply, until the heads are removed from the right of way. Sign below that you have read this paragraph and understand it. SIGNATURE OF PLUMBER DATE THIS PERMIT MUST BE POSTED AT THE CONNECTION/METER LOCATION FOR THE INSPECTOR. INSIDE CONNECTION METER (IF APPLICABLE) BACKFLOW DEVICE RAIN SENSING DEVICE COMMENTS of ,40RTH 1 Automatic Lawn Irrigation Systems Policy 4lC y6tiO o� A and Requirements Town of North Andover To assure the safe and proper installation, repair and maintenance of lawn irrigation systems, protect the quality of the water distribution system, and to promote water conservation the North Andover Division of Public Works adopts the following "Lawn Irrigation System Policy". REQUIREMENTS: GENERAL INSTALLATION WITH OR WITHOUT A BY-PASS METER Owner or representative shall provide the following: 1. AUTOMATIC LAWN IRRIGATION PERMIT A. A plumber licensed in the Commonwealth of Massachusetts holding a valid and current license shall provide the DPW with a copy of said license. B. The plumber shall complete and submit the "Automatic Lawn Irrigation Permit" form. C. The plumber, must install the connection to the municipal water supply within the building, the water line to the outside of the building and the backflow device. A registered irrigation installer may then install the balance of the Automatic Lawn Irrigation system. 2. A rain or moisture sensing devise MUST be included as part of the Automatic Lawn Irrigation system. Its location must be sketched, by the installer, on the back of the permit prior to inspection by the Town. The system shall be inspected and approved by the Water Department prior to the Automatic Lawn Irrigation system being placed in use 3. No part of the Automatic Lawn Irrigation System shall be in the right of way (street). The system shall be entirely on private property and the spray can be directed on that portion of the lawn that is within the right of way. 4. All systems must be inspected and approved by the Water Department prior to its being placed in use. 5. Backflow protection devices shall be utilized on all connections to the municipal water system REQUIREMENTS: SYSTEMS ON SEPTIC, NO METER 1. An inspection fee of $35.00 will be charged to the water account. 2. Backflow protection devices shall be utilized on all connections to the municipal water system REQUIREMENTS: SYSTEMS ON SEWER, WITH BYPASS METER 1. The cost of the meter, installation and inspection will be charged to the owners water account. 2. Property Owners or their representative must purchase water meters smaller than 2" from the Water Department. To purchase a bypass water meter the applicant must provide a completed and signed "Automatic Lawn Irrigation system Permit." After payment arrangements of the appropriate fee are made, the Water Clerk will provide the proper fittings and spacer bar needed, the Clerk can then make an appointment to install the water meter. The fee includes meter, Installation, one inspection and account setup. The owners at their own expense will purchase and install any water meter over 2" directly from the supplier, after the type of meter has been specified. 3. After all the work is complete call the Water Department 978-688-9571 to schedule a meter installation, and system inspection. 4. All meters must be installed horizontally with clear access to and around the meter. The meter location shall not be confined or blocked prior or after the meter installation. 5. The plumber must provide ball vales both before and after the meter location. 6. Plumbing must be configured to effectively isolate all exterior uses from interior uses. All exterior water uses must have no connection to the sanitary sewer. Bypass water meters for lawn sprinklers and outdoor facilities shall. be installed before the primary water meter. Bypass water meters must be installed so that it measures ONLY exterior water use 7. Backflow protection devices shall be utilized on all connections to the municipal water system. 8. DEDUCT METERS are only allowed with booster pump systems and a plumbing peremit issued by the Plumbing Inspector is mandatory. 1 892 15 APPLICATION FORSEWER SERVICE CONNECTION'S North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in �-� Street, subject to the rules and regulations of the Division of Public Works. The premises • re known as No. (t ( (� if Street or wbdivision-.lot-fto. rr Owner Address Contractor Address Applicant's Signature PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at Street subject to the rules and regulations of the Division of Public Works.. Inspected by Date Division pf Public Works By See back for rules and regulations 1 N Y- C Is The Commonwealth of Massachusetts Depdrimenf of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # I am a homeowner performing all work myself. — I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Comoanv name: Address City. Phone*-. Insurance. Co. Policy # Company name: Si' iqli fd�, � �Ch-l'� o�-sr4&eAoWC-&, Address. . t Phone #- Faidue to secure coverage as required: under Section 25A or MGL 152 can lead to the rripcsitfan of airninal penalties ofa fine up to to 57.500 and/or one yeets' impmonment-as _ciW4x! mlheSarm-ct-a-S7DP a.frae-dA$110 W)_aidY m2p- 1 understand that a copy of this statement may be forwarded to the orrice of investigations of the DIA for coverage verification. / dD hereby cerhiy under ft pains and pena/t/es ofpegwy ffug the /nrormatknprovxted above is true and correct Y- Print namezVa t7�a mi La iA Jot ✓Il Phone-# Official use only do not write in this area to be completed by city or town ofiiciar City or Town Permil/Licensina � ]Check W immediate response is required Building Dept -0 Licensing Board p Selectman's OfficeContact person: Phone # 0 Health Department 0 Other ACORDTM CERTIFICATE OF LIABILITY�INSURANCE DATE (MMIDD/YYYY MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH 09/04/2003' PRODUCER 978-975-4344 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION WILLOWS INSURANCE AGENCY, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 522 CHICKERING ROAD HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR LIMITS ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NORTH ANDOVER, MA 01845 GENERAL LIABILITY INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: NATIONAL FIRE & MARINE TREE DEVELOPMENT LLC INSURERS: TRAVELERS INSURANCE 231 SUTTON STREET 231 SU INSURERc: LLOYDS OF LONDON SUITE 2 E -F INSURER D: NORTH ANDOVER, MA 01845 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR DD'L C POLICYNUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS NORTH ANDOVER, MA 01845 GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 72LPE687591 8/7/03 8/7/04 PREMISES Eaoccurence $ 50,000 CLAIMS MADE Fx—] OCCUR MED EXP (Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS > COMP/OP AGG- $ EXCLUDED POLICY PROS LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ BODILY INJURY ALL OWNED AUTOS SCHEDULEDAUTOS (Per person) $ BODILY INJURY HIREDAUTOS NON>OWNEDAUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY > EA ACCIDENT $ OTHERTHAN EAACC $ ANY AUTO AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND WC STATUS OTH> TORY LIMITS ER B EMPLOYERS'LIABILITY 6KUB7606A74503 5/23/2003 5/23/2004 E.L. EACH ACCIDENT $ 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE > EA EMPLOYEE $ 100,000 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE > POLICY LIMIT $ 500,000 OTHER C BUILDERS RISK 17381 8/19/2003 8/19/2004 $1,925,000 FOR MODEL HOME, TOWN HOME A, TOWN HOME B DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS PROPERTY LOCATION: CORNER OF REA AND CHESTNUT STREET, NORTH ANDOVER, MA CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) V ' ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF NORTH ANDOVER, MA DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN BUILDING DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL BOB NICETTA IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 120 MAIN STREET REPRESENT VES. AUTHORIZE PR NORTH ANDOVER, MA 01845 ACORD 25 (2001/08) V ' ACORD CORPORATION 1988 J.WILLIAM HMURCIAK, P.E. DIRECTOR TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 DRIVEWAY PERMIT Telephone (978) 685-095C Fax (978) 688573 DATE LOCATION r _ /06) r BUILDER �r&- hone / ��7 oz OWNER phone THE NORTH ANDOVER SUPERINTENDENT OF OPERATIONS MUST BE NOTIFIED OF THE GRADE AND SETBACK FROM STREET. CALL THE SUPERINTENDENT'S OFFICE BEFORE FINISH GRADING AND SURFACING FOR APPROVAL OF SUCH ENTRY. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. A Pr t,ca N i 5lGnlAY ��� TOWN t3F .NORTI:1 ANDOVER DIVISION OF PUBI-IC WORKS ?84 OSGO OD STREET NORTH ANDOVER, MASS CHLSE17S 01845 Tefepho? cr (9,7- 685-0950 Ill i i ) S?c,S !fj ' June 1, 1999 FORM U & DRIVEWAY APPLICATIONS PROPOSED DRIVEWAY PLAN - a plan which is required to show the dimensions of the lot, the location of the proposed driveway and the building(s) it services, the type of street pavement, type of existing sidewalk, type of curbing, location of any permanent structures within ten (10) feet. of the driveway such as utility poles, hydrants, catch basins, stone bounds, etc. The plan shall be submitted to the Engineering Department for review. If the plan is approved then a driveway permit can be issued. (See Sketch Plan Attached) CREATION OF A CURB CUT. - If there is existing curbing where the new driveway is to be located, then it Dust,be removed to create the proper ramp, from the gutter. The new driveway -shall °not. proirude'into the gutter, In any instance the new curb cut shall not allow sw face.water to enter the property, .(See Sketch->$)` EXISTING SIDEWALK. SURFACES - If there as an existing curbing. and/ or, sidewalk the new driveway shall match the existing material and shall be a minimum of 4 "• thick. The contractor shall provide a detail showing the thickness of material; number of layers, reinforcement and subs -base. DIG SAFE NUMBER - The applicant shall and have a valid Dig Safe number CONTRACTOR - The Contractor doing the work shall have all insurance's required and be in good standing with the Town. DRIVEWAY PERMIT - The permit shall be good for thirty (30) days and may not be transferred without prior written approval by the Town of North Andover. INSPECTIONS - The Contractor MUST notify the Town 24 hours prior to commencing construction. The completed work must be inspected and signed off by the Town, within 48 hours of completion. C:'WORD\DRIVEWAYSTORM U & DRIVEWAY APPLICATIONS Tow* of North Andover Division of Public Works 384 Osgood Street North Andover, MA 02 845 JOB SHEET NO.2.• OF CALCULATED BY ---Z W A!' I'^ DATE �r CHECKED BY SCALE ...., .... .. ..... . GR �Wq Y 3� PS REQ O 4 CL 0 a W S PROFILE TYPICAL DR WAY DETA� , N_T.S. NOTE. 1.) ALL DRIVEWAY APRONS TO BE PAVED WITH 3• SiTUMINOUS CONCRETE. 2.) 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C,46s AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. 1 represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry -Lynn Darcy, and/or Peach 'Gree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s) issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e 20Q3. S TT L. MA SE -Cl DTt,8-2C9-BL8 SRau,uoIJd d10:E0 Co 9T unr 06/16/2003 14:59 19783276517 hFli111101"It NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC 231 SUTTON ST SUITE 2E -F NORTH ANDOVER, MA 01845 The Waiver of Our Right to Recover from Others Endorsement is available on Pool policies. Contact your agent for details. AGENT WILLOWS INS AGCY INC OR 522 CHICKERING RD PRODUCER: N ANDOVER, MA 01845 AGENCY FEIN. 223856664 PAGE 02 COMBO I.D. STATUS OF EMPLOYER 000139954 Limited Liability Com COVERAGE GROUP 0139954 Coverage under this assignment applies to Massachusetts operations only. For coverage outside of Massachusetts, Contact the appropriate Pool or Plan for that state. INSURANCE COMPANY: TRAVELERS INDEMNITY CO MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 ASSIFICATTON OF OPERATION CLASS ESTIMATED RACE ZSTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION ------------------------------------ --------------------------------------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 _tPENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS, 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05 /24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT * * LETTER ID: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 • FAX (617)439-6055 - www.wcribma.org