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Miscellaneous - 40 LAVENDER CIRCLE 4/30/2018 (2)
J C� I�\� \ �!) � L/�vEND�12 C�i�'C-L� - ��k�t�T2�'�if(Z1ti( i i I� i i i i i i } I Atlantic Design Resources, Ltd. 152 Portsmouth Avenue; Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION l PRODUCT SPECIFICATIONS �, & INFORMATION 10 1A V1W� )P, For LOCATION 40 Lavender Circle Lor t Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204042 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH IS 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. RECEIVED MAY 2 4 2004 BUILDING DEPT. HYDRAULIC C A L C U LAT IONS C 0 V E R S H E E T Lot # 40. Lavender Cr- 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 28.42 gpm AT A PRESSURE OF 46.27 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC I ' # 40 wLavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW � I THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [QJ REMOTE AREA II \ Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 25.00 14.42 11.78 0.00 11.78 22 4.20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.42 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 48.42 gpm AVAILABLE PRESSURE 64.97 psi AT 48.42 gpm OPERATING PRESSURE 54.10 psi AT 48.42 gpm PRESSURE REMAINING 10.87 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [`e BACKFLOW PREVENTER [ ] METER [ j DETECTOR CHECK VALVE [ ] OTHER DEVICE Lot'# 40 Lavender Cr- 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,-S=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 28.42 75.00 23 3.32 120 18 1.265 0.100 0.000 54.10 46.27 7.83 2 3 28.42 8.00 22354 4.98 120 18 1.265 0.100 1.733 46.27 43.24 1.30 3 4 28.42 35.00 22233 7.97 120 18 1.265 0.100 0.000 43.24 29.95 13.29 4 5 28.42 21.00 33 7.95 120 9 1.400 0.061 9.100 29.95 19.08 1.77 5 6 28.42 8.00 32 7.95 120 9 1.109 0.190 0.000 19.08 16.05 3.03 6 7 28.42 6.00 3 3.31 120 9 1.109 0.190 0.000 16.05 14.28 1.77 7 8 28.42 6.00 3 3.31 120 9 1.109 , 0.190 0.000 14.28 12.52 1.77 8 21 14.42 7.00 33 6.62 120 9 1.109 0.054 0.000 12.52 11.78 0.74 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 9.43 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 8 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH 1 Lot#40 Lavender Cr-N.Andover,Ma NFPA-13 D 2 head sprinkler test 150.09 140.00 V 130.00 120.00 P 110.00 100.00 E 80.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 aaa 0 500 1000 1500 2000 dIN Supply: 55.00 psi 1000.00 gpm FLOW tv Demand: 54.10 psi @9 40.42 gpm Sprinkler-CALL 7.2 Wiry r HYDRAULIC C A L C U LAT IONS C O V E R S H E E T Lot # 40 Lavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test #2 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 28.02 gpm AT A PRESSURE OF 52.18 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Lot' # 40 'Lavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test #2 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 qpm Total Velocity Normal 31 4.20 25.00 14.02 11.72 0.58 11.14 32 4.20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.02 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 48.02 gpm AVAILABLE PRESSURE 64.97 psi AT 48.02 gpm OPERATING PRESSURE 59.81 psi AT 48.02 gpm PRESSURE REMAINING 5.16 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [�] BACKFLOW PREVENTER [ ] METER DETECTOR CHECK VALVE [ ] OTHER DEVICE I Lot' # 40 'Lavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test #2 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 Pn Pn 1 2 28.02 75.00 23 3.32 120 18 1.265 0.097 0.000 59.81 52.18 7.63 2 3 28.02 8.00 22354 4.98 120 18 1.265 0.097 1.733 52.18 49.18 1.26 3 4 28.02 35.00 22233 7.97 120 18 1.265 0.097 0.000 49.18 36.00 13.18 4 5 28.02 21.00 33 7.95 120 9 1.400 0.059 9.100 36.00 25.18 1.72 5 6 28.02 8.00 32 9.27 120 9 1.400 0.059 0.000 25.18 24.15 1.03 6 9 28.02 40.00 33 6.62 120 9 1.109 0.185 0.000 24.15 15.53 8.62 9 10 28.02 5.00 3 3.31 120 9 1.109 0.185 0.000 15.53 14.00 1.54 10 31 28.02 9.00 3 3.31 120 9 1.109 0.185 0.000 14.00 11.72 2.28 31 32 14.00 12.00 0 0.00 120 9 1.109 0.051 0.000 11.72 11.11 0.61 A MAX. VELOCITY OF 9.3 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 31 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Lot#40 Lavender Cr-N.Andover,Ma NFPA-13 D 2 head sprinkler test#2 150.00 140.00 130.00 120.00 P 11o.ao R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 55.00 psi 1000.00 gpm 0 emar�d: 5`x.01 psi 48,02 prn FLOV,! prinkler-CALiC 7..2 'min CO Fire & Building Products CENTRAL Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tei:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Series LFII Residential Flush Pendent Sprinklers. 4.2 K-factor standards of any other authorities hav General ing jurisdiction. Failure to do so may Descri tion impair the Integrity of these devices. P The owner is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- ; Flush Pendent Sprinklers are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. apartments, dormitories, and hotels. When aesthetics is the major consid- Sprinkler/IVlodel : '.`. _ my "r�,• eration, the Series LFII (TY2284) should be the first choice. Identification The Series LFII are to be used in wet pipe residential sprinkler systems for Number one- and two-family dwellings and manufactured homes per NFPA 131); SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up to and Technical including four stories in height per. operation NFPA 13R;or, wet pipe sprinkler sys- Data P tems for the residential portions of any occupancy per NFPA 13. The sprinkler assembly contains a Approvals: small fusible solder element.When ex- The Series LFII (TY2284) has a 4.2 UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum Working Pressure: solder melts and enables the internal qulred residential flow rates at reduced 175 psi(12,1 bar) components of the sprinkler to fail pressures,enabling smaller pipe sizes away.At this point the sprinkler acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psi1/2(60,5 LPM/bar'/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1 C),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 162°F/72°C vertical adjustment This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch(9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: Sprinkler and Escutcheon: The Series LFII (TY2284) has been White,Chrome,or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: . proven to help in the control of residen- Body . . . . . . . . . . . . . . Bronze tial fires and to improve the chance for Deflector. . . . . . . . . . . Copper occupants to escape or be evacuated. Valve Cap . . . . . . . . . . . Brass Orifice Seal . . . . . . . . . Copper - WARNINGS Heat Collectors . . . . . . . Copper. The Series LFII(TY2284)Residential Flush Pendent Sprinklers described herein must be installed and maln- 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 Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 Minimum Flow Ni and Minimum Flow Ni 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.81nch Rise for 12 Inch Run) Area(a) Ft. (Ma)L 21nch Mise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 121nch faun) for 12 Inch Run) than two sprinklers in'a d5ompartment. (m x in) 162"F/72"C 162°FR2°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) 14 x 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) 16 x 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) (5,5) 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) WA (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 NEPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LF11(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER manding sprinklers.The minimum re= Design quired discharge from each of the four Beam Ceiling sprinklers is to be the greater of the Design Criteria Criteria following: The Series LFII (TY2284) Residential •.The flow rates given in Table A for The Series LFII(TY2284) Residential Flush 'Pendent Sprinklers are UL NFPA 13D and 13R as a function of Flush Pendent Sprinklers are UL and Listed and C-UL Listed for installation temperature rating and the maxi- C-UL Listed forinstallation in residen- in accordance with the following crate- mum allowable coverage area. tial occupancies with horizontal ceil- ria. • A minimum discharge of 0.1 gpmfsq. Ings (i.e., slopes up to a 2 inch rise NOTE fL over the'design area"comprised over a 12 inch run)with beams when of the four most hydraulically de= installed in accordance with the follow- When conditions exist that are outside manding sprinklers for the actual ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design the four sprinklers. sept of this protection scheme is to Guide TFP490for the manufacturer's recommendat/ons that maybe accept- Obstruction To Water Distribution. locate the sprinklers on the underside . able the local Authority Having Jurus- Locations of sprinklers are to be in of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main stem T of NFPA 13 for residential sprinklers. beams that principally run in one direc- S y Type.Only wet pipe systems Operational Sensitivity. The s rin- tion as'primary beams";and,to Iden- may be utilized. P tY P tify the beams that run principally per- - are to be installed in the flush pandicular to the main beams,as may Hydraulic Design.The minimum re-' position per Figure 1 with the provided be present(or in some cases may be quired sprinkler flow rate for systems escutcheon. designed to NFPA 13D or NFPA 13R necessary for proper sprinkler protec- are given in Table A as a function of Sprinkler Spacing. The minimum tion),as'secondary beams". temperature rating and the maximum spacing between sprinklers is 8 feet Primary and Secondary Beam allowable coverage areas.The sprin- (2,4 m). The maximum spacing be- Types. Solid surface, solid or hollow kler flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of"design sprinklers"as specs- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fled in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. tioning. Directly attached to the un- coverage area,or 20 feet for a 20 fL x derside of a combustible or non-com- For systems designed to NFPA 13,the 20 ft coverage area). bustible smooth ceiling at any, number of design sprinklers is to be elevation. the the four.most hydraulically de- Primary Beam Cross-Section:Maxi- TFP4p Page 3 of 8 ` WRENCH RECESS #4948 WRENCH&SOCKET 3/32'(2,4 mm)TYP. FACE OF COMBINATION DO NOT SPRINKLER OVER TIGHTEN r_ FITTING �I I ACCEPTSBENCH l_ 1 3B'SOCKET 29/32:3/16' #4947 DRIVE \ (23,014,8 mm) SOCKET \ FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2'(50 mm)DIA. I I . 29/32:3116' l 1 2-1/4' (23,0:4,8 mm) - - (579 mm) O HEAT �r COLLECTOR FIGURE 3 2-15116'(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 11T NPT r- -� 7/16"(11.1 mm) i NOMINAL MAKE-IN 9/16'(14,2 mm) l_ 1 15/16'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C RGURE1 SERIES LFII(TY2284)RESIDENTMAL FLUSH PENDENT SPRINKLER Page 4 of 8 TFP420 mum depth of 14 inches and the maxl- . Sprinkler Types. Series LFII mum width is uniimited.The cross-sec- (TY2264), 162F, Flush Pendent Resi- AQH tional shape of the primary beam may dental Sprinklers. be rectangular to circular. . � Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design.The sprinkler cover - Maximum depth to be no greater than age areas and hydraulic design criteria mthe primary beam and the maximum as presented in the Table A for"Hori width is unlimited.The cross-sectional zontal Ceilings"are to be applied. shape of the secondary beam may be Sprinkler Position. The bottom of rectangularto circular. heat collector to bottom of primary Primary Beam Spacing.The primary beams for the Series LFII (TY2284) beams(Fig.5A)are to be 3 ft.-4 in.to Flush Pendent Sprinklers is to be 6 ft.from the compartment wall to can- 23f32 to 1-3132 inches (Fig.4A).The ter of the nearest beam and from cen- vertical centerline of the Series LFI I TY2M POsmoN ter to center between beams. (TY2264)Flush Pendent Sprinklers is Secondary Beam Spacing.The set- to be no greater than half the primary B ondary beams principally run perpen- beam cross-sectional width plus 2 dicular to the primary beams. inches from the centerline of the pri- maty beam(Fig 4B). g E Secondary beams of a depth equal to E E the primary beam must be placed so NOTES Iq tz that the beam pockets created by the Con: drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires in length(Fig.5B), consulting with a structural engineer. a NOTE Where core drilling is not permitted, o When the beam pockets created by the previously stated sprinkler position feet in criteria for the Series LFII (TY2234) the primary beams exceed re length, the installation will require the Pendens Sprinklers allows for the TY2M use of secondary beams as described sprinkler drop to be placed adjacent to MAXIMUM B above. Otherwise, secondary beams the primary beam. ONE-HALF US need not be resent. Beam and Soffit Arrangements. A WIDTH . p soffit is permitted to be placed around Secondary beams of across-sectional .the perimeter of a compartment with depth greater than, one-quarter tfie the beam arrangement within the sof- depth of the primary beams are to be filed area(Fig.6). a minimum of 3 ft. - 4 in. from the FIGURE 4 compartment wall to center of the The cross-section of the soffit may be SPRINKLER POSITIONING nearest beam and from center to cen- any size as long as it does not create UNDER PRIMARY BEAMS ter between beams(Fig.5C). an obstruction to water distribution per Refer to the"Beam Secondary beams of a cross-sectional the obstruction rules of NFPA 13 for ( Calling residential sprinklers. depth no greater than one-Quarter the Design Criteria"section) depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viously provided 3 ft: 4 in. to 6 ft. center of the nearest beam distance "compartment wall to adjacent beam" and from any center to center distance distance for the primary and secon- between beams(Fig. 5C). dary beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment mustbe present.The compartment wall. minimum height for the lintels is 8 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 Page 5 of 8 ALL FIGURES A— --A— —q--►1 DISTANCES ARE 1 MEASURED TO IF IF14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND �;stirw »>s ::?sc>:• .:} �:>s:; °rn:tic c. TO CENTERLINES OF BEAMS A-3'-4'Io 6'-0'(1,0101,6 m) FOR PRIMARY BEAMS HAV- =` ING A 14'(356 mm)MAXIMUM !, DEPTH PRIMARY BEAM 20'-0-(6,1 m) MAXIMUM COMPARTMENT WALLS t,•..>•.t.,;;.,:: ::t:.•. ;;r:. r.•.••,r:::i:..,.,.;.;•; FIGURE 6A PRIMARY BEAM SPANS UP TO 20'40'(6,1 m) fe IF B :* A-34'10 6.4r(1,0 to 1,6 m) Z FOR PRIMARY BEAMS HAV- SECONDARY AVSECONDARY S ING A 14'(356 mm)MAXIMUM BEAM g DEPTH J ' B-W4r(6,1 m)MAXIMUM FDRSECONDARYBEAMS THATARE TO BE EQUAL IN PRIMARY iw DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SOTHAT PRIMARY BEAM _ POCKETS DO NOT EXCEED W-(r(6.1 m) COMPARTMENT WAL1S �..r,.:t:.:.:.•r.:•.:;.•:.,:.•.rr,.•.r,•.•: - •.r•::n FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6.1 m) AA�A� , :.� ' :-may',' IF C A=3'-4'Io 6'-0'(10 w 1,8m) FOR PRIMARY BEAMS HAV ` ING A 14 (356 mm)MAXIMUM SECONDARY s, C DEPTH BEAM x � C-T4-(1,0 m)MIMMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* - or-BEAM C-ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 58 COMPARTMENT FOR SPANS WALLS EXCEEDING 20'-0'(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS RGURE 5 BEAM ARRANGEMENTS . (Refer to the Beam Ceiling Design Criteria"section) TFP420 Page 7 of a spection,testing, and maintenance of ■ their fire protection system and de- Limited ordering vices irk compliance with this docu- ment, as well as with the applicable Warranty Procedure standards of the National Fire Protec- tion Association (e.g., NFPA 25),* in Products manufactured by Tyco Fire When placing an order,Indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The in. original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- Sprinkler Assembly facturer should be contacted relative to manship when paid for and properly any questions. installed and maintained under normal Series LFII(TY2284),K=4.2,Residen- use and service.This warranty will ex- tial Flush Pendent Sprinkler without NOTE pire ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin- ment by Tyco Fire Products. No war- finish,P/N (specify). . klers are not used for hanging of any ranty is given for products or objects and that the sprinklers are only components manufactured by compa- Chrome.................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with whne.................... 51-123-4-162 with a feather duster,otherwise, non- Tyco Fire Products or for products and mac`"""""""""•• 51-123-6-162 . operation in the event of a fire or lnad. components which have been subject .Escutcheon: vertent operation may result to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), It is recommended that automatic maintained,modified or repaired in ac- K=4.2, Residential Flush Pendent sprinkler systems be inspected, cordance with applicable Standards of Sprinkler with (specify) finish, P/N 'tested, and maintained by a qualified the National Fire Protection Associa- (specify). Inspection Service. tion,and/or the standards of any other Authorities Having Jurisdiction.Mate- Chrome.................. 56-123-9-001 56-123-4-001 rials found by Tyco Fire Products to be Black.......;;;;;;''';;;; 56-123-6-001 defective shall be either repaired or replaced, at Tyco Fire Products'sole Accessories: option.Tyco Fire Products neither as- Socket for Series LFII 2284 Resi- assume for it, any other obligation in asses, nor authorizes any person to dental Flush Pendent Sprinkler, P/N connection with the sale of products or 56-000-4-947. p parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or Sprinkler,PIN 56-000-4-948. incomplete information supplied by Protective Cap Removal Tool'for Se- Buyer or Buyer's representatives. ries LFII (TY2284) Residential Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler,P/N 56-000-4-300. 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' Ll- ABILITY ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY I MADE IN LIEU OF ANY ANDA ALL OTHER WARRANTIES EXPRESS OR IMPLIED,INCLUDING WARRANTIE OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE Page 6 of8 TFP420 SECONDARY BEAM • PRIMARY "USE DISTANCES SHOWN BEAM IN FIGURES 5A,5B&5C. EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT FACE OF " , WALLSURFACES SOFFIT COMPARTMENT WAS RGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be Installation nominally 29132 inches (23,0 mm) as Care and The Series LFII (TY2284)must be inL shown in Figure 1A. s stalled in accordance with the follow- Step 3. With pipe thread sealant ap- Ma/ntenanCe Ing instructions: plied to the pipe threads,hand tighten The Series LFII (TY2284) must be NOTES the Sprinkler into the sprinkler fitting. maintained and serviced in accord- The Protective Cap is to remain on the Step 4.Wrench tighten the Sprinkler ance with the following instructions: . sprinkler during installation until the using only the Sprinkler Socket or ceiling installation is complete. The Wrench & Socket Combination (Ref. NOTES Protective Cap must be removed to Figure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler in service. Socket is to be applied to the sprinkler delay the time to sprinkler operation in A leak light 1/2 inch NPTsprinkler joint wrenching area(Ref.Figure 1 A). a fire situation. should be obtained with a torque of 7 Step 5.Use the'ceiling level tolerance Before closing a fire protection system to 14 ft lbs. (9,5 to 19,0 Nm).A maxi- limit"indicator on the Protective Cap to main control valve for maintenance mum of 21 ft.lbs. (28,5 Nm)of torque check for proper installation height work on the Bre protection system is to be used to install sprinklers. Relocate the sprinkler fitting as neces- which It controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- sprinkler inlet with consequent leak- also be used to locate the center of the tem must be obtained from the proper age or impairment of the sprinkler. clearance hole by gently pushing the authorities and all personnel who may Do not attempt to compensate for in- ceiling material against the center be affected by this action must be no- sufficient adjustment in an Escutcheon point of the Cap. filled. Plate by under-or over-tightening the Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler. Readjust the position of the pleted with the 2 inch(50 mm)diame- Ing or exhibiting visible signs of corro- sprinkler fitting to suit. ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any sprin- remove the Protective Cap and then painted, plated,coated, or otherwise kler that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Modi- cracks,including cracks on the protec- just comes in contact with the ceiling. fied or over heated sprinklers must be five cap. Do not continue to push the Escutch- replaced. eon such that it lifts a ceiling panel out p Step 1.The Sprinkler must be installed of its normal position. If the Escutch- Care must be exercised to avoid dam- only in the pendent position and with eon cannot be engaged with the Sprin- age -before,during,and after Instal- the Sprinkler waterway centerline per- kler,or the the Escutcheon cannot be cation. Sprinklers damaged by drop- pendicular to the mounting surface. engaged sufficiently to contact the ping, striking, wrench twist(slippage, Step 2. install the sprinkler fitting so ceiling,relocate the sprinkler fitting as or the like,must be replaced. . that the distance from the face.of the necessary. The owner is responsible for the in- Series 909 «Engineered for high Sizes %11 - 211 capacifyreliefr' Reduced Pressure Zom To'prevent back-siphonage and.backpressure of con- Patent 14.241,752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 9090T-s 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 Note:The installation of a drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT.Sizes 3/4" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity QT-with quarter turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-With bronze strainer Research at the University of Southern Calilamia lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicawrigation system flow rate(7.5 feet per second) PC-with internal Polymer Coating %11909 • LF-without shut-off valves 16 Prefix U- with integral body unions(3/"and 1"only) 72 FAE-with flanged adapter ends(11/4",11f",2' Only) a 8 Features 4 • Quarter-turn ball valve shut offs • Replaceable bronze seats . 0 5 10 15 20. 25 30 35 GPM pressure drop • Modular design 5 75 10 15 20 FPS • Simple and economical service • No special tools required for 11,909 • • 'High capacity relief protection servicing 20 against combined back-siphonage/ 75 backpressure backflow a10 Standards (see page 3) Pressure-Temperature 5 Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60.GPM water temperatures up to 140°F continuous and 180°F in- 5 75 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit- 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- - ture up to 210°F for harsh water conditions. 15 Connections a 10 3/4"-1" 909QT has NPT female threaded body connections. 5 11/4"-2"909QTM1 has NPT male threaded body connections. Dimensions-WeightS (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM sizeDimension(i thea) W (lbs.) 5 75 10 15 20 FPS inches A B C D E F G H w/o strainer. 20 1 1/2"909M1 • 3/i 21Y4 1T/, 71K. 4 4Y4 11 t4 6% 32b 15% 14 1 22% 17% J%, 44L6% 13 7 3'b 17'/2 15 151Y4 25% 20% 5 14 7th 51/4 42Y4 401'k 27Yi4 21 Yi 5 15 7'fi 5'/4 44 40 a 10 2 30Yi 23% 5 16 74/ 51/ 47'Yi 40 5 c " e 0. 10 20 _30 40 50 60 70 80 90 100 GPM D 2"909M1 5 75 10 15 FPS 20 015 a10 909aTS _B 5 g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS POTTER VSR-SF . VANE TYPE WATER FLOW o FOR SMALL PIPE 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. e. Thornhill, Ontario, Canada OT 1 P2,-,www.pott6rsignal.com "J • (905)862-1833 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. w s •: Fits pipe sizes-1", 1 1/4", 1 1/2"and 2" f Note:10 paddles are fumished 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. •NEMA4/IP55 rated enclosure-use with appropriate conduit fitting. •Temperature range:400 F to 120" F(4.5"C to 49° C) Caution: This device is not intended for applications in explosive environments. Y„ T au` Service Use: „ Automatic Sprinkler. NFPA-13 Stock No. 1113000 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 National Fire Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow,switch for use on waterflow. wet sprinkler systems that use 10, 1 1/4", 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any . detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper adapters.so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist for a period of time necessary to over- by opening the inspector's test valve at the end of the come the selected retard period. sprinkler line or the drain and test connection, if an inspector's.. INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the pipe where they will be accessible. The detection device on the system,application of the VSR-SF is units should not be installed within 6"of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size,type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig.2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M PAGE 1 OF 2 MFG.15400802-2197 PP0 ER VSR-F. VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIC- 1 FIC. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECnoNs EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM -p ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A 'B' SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO 'B'. O O MD.1023-3 CAUTION: An uninsulated section of TO INSTALL,DRILL A HOLE AS INDICATED: MOUNT ON PIPE SO ARROW ON SADDLE a single conductor should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the of WATERFLOW 2'to2lir terminal and serve as two 1 114•+t18'-i/ts' separate connections. (SOMM to 65mm) (33mm*2mm) I ROLL PADDLE IN 3'to 8• 2"*1W OPPOSITE DIRECTION The wire must be severed, OF WATERFLOW thereby providing supervi- (BDmm to 20Dmm) (50mm t2mm) Sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW I under the terminal. . APPROX. RETARD SETTINGS (IN SECS.) -\ 0 A B C'. D E DWG. 1761-30 ' 0 10-2512'0-40 35-55 50-70 6D-9D FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER OR BATTERY POWERED STYLE B (CUSS 9) END-OF-UNE RESISTOR CNT. (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ONCLOSE ON ALARM ALARM ALARM EOL RESISTOR SIGNALING DEVICE NOTE' FOR SUPERVISED CIRCUITS SEE "b119TCH TERMINAL CONNECTIONS" DRAWING AND CAUTION NOTE (FIC. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTIONFROM OPEN ON CLOSE ON TO ADD'L ALARM ALARM DEVICES OPEN ON CONTROL CLOSE ON OR RETURN ALARM ALARM PANEL A TO CONTROL DWG. 1761-15 NOTES: 1. The Model VSR-F has two switches,oner 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.48800001-REV L PAGE 2 OF 2 MFG.45400761-11135 MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2061 Craig Road•P.O. Box 28480.. 55 Glen Cameron Road St Louis, MO 63146-4161 'Thornhill,Ontario,Canada UT 1P2 (314) 878-4321 •(800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight(B) nationally and internationally recognized alerting sounds: Horn, Bell, March Time*Hom, Code-3 Tone; Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 hom and tone patterns are engineered to comply with NFPA/ANSI Tem.poral 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/ANSUISO 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. MT-24-LSM Model odel horn shown) Attractive flush or surface mounting options available._ dBA and Current'Ratings Model MT 12/24' MT-24-LSM (Horn) (Strobe/Hom) 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 0.368 98 93 HVLo 0.020 0.014 93 8B 0.385 0.379 93 88 PRINTED IN USA MKT.#8110002-REV A PAGE 1 OF 2* 11125 a :�-° C■� t• . '`""A�. �•' r11�`°�ao. e+r•r bqr qr1 .'mat ) °, .;.�� r �•. b f Y-•ri'. A•! �b'oL:;I•i••,•a • •'r;•l'\�q�q��•1°r�/�I/t•F+`� low a;�:�• p 1. 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Jr' ,•�. :.,, ,•. qrr trio° ;:;• .r,SK. , .• :.• ..r s :.1� a,� +, V"''. •�!'•y. . r CI•' •-,.:.,r.,�r_;i••:,'' 'i� �•'ir- .rT•�* •ter. r.r ''•' l 1 • i1... o �Y.!.%.::. r,Ya :..; M �i:.i •/�•��• r. li1'.9^t•7 �• •-°.:°. ° o�.t• y�v/v;/f:.�:•, ,�{ •! r 11r Zh'?:r;.•':'.'.:.,, 7j J• ani.p� -::�• :•iy,A .t rr • e •;•A xC .r.'. a••,•.N ry of C`:r.,• i:.cl , ��j.,::?: Y { •5, art:�lr�:-' vi AN Y •�pa��r. •: %•.�-r;..lVi�::'�: :!i)r.:�ir •• 4 0 :_I;•,•i' 1 , i,•.. . ln���• .lir. }N.•: • t d' �• •a!;:;t ,�•f�.j'�� 'f rl i. /� c1' k 9`j" +n o• r•'':' b•::d'ao / , b f:^;'•. • t Ja4� y � y 3�t � ';.• rt•t �. ��• • 66, 4c'•.rrn.::2�i'y� •a ✓ �4; �./ y5i�'i•'� T1ge.• ,� t ti J ;4/Ab °•�yJ'N�y7�ntf..J• + 1. 'n ��:'i _ •+'o' t 1•. ,,1�rJ1.M�,;•; •�� INSTALLATION INSTRUCTIONS • Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: FireFighter and FiroFighter PG have no hazardous fumes. 1. Close the water supply valves and drain the ' system. System Requirements and Limitations: 2. Add FireFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. FireFighter or FireFighter PG should conform to local, •EJvN`• state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. �t'1 within these systems should also conform to NFPA b requirements. 4. Back out all of the sprinklers slightly,until ' -•�,,:.r°'' antifreeze appears.This assures that the piping is , ►r Use of antifreeze solutions should also be in completely filled and all air has been purged from •:�:" conformance with any state or local health codes. : ' the system. Please contact your local health authorities if you : have any questions concerning the codes in your area. If the filling cup is NOT above the highest : sprinkler,use one of the following installation ` • Maintenance: � Go 1 procedures: �= air _Because the chemicals which compose FireFighter 1. Administer FireFighter or FireFighter PG at the and FireFighter PG can break down over time,systems ``�'` highest sprinkler branch line using a filling cup.The , should be tested to determine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. ►�. , shown in the diagram below. To test the freeze protection level of FireFighter,use a 4: 2. Tighten the sprinkler heads and open the valve small hydrometer to determine the specific gravity of ��; rnarked #1 until the drop pipe and the section of pipe the solution.To maintain a—15°F flow protection,the t''�':'�'``�' above valve #1 are empty. specific gravity of FireFighter.should be 1.141 at 71°F. 3. Close valve #1.Close the filling connection valve. To test the freeze protection level of FireFighter PG, ";_:<�: Slowly open the supply valve wide. use a small hydrometer to determine the specific ''•' '" ` � ,::.,•.. •. •• der ;z gip. gravity of the solution.To maintain a—15°F flow -;, .ti?r..t` Ur: p,• protection,the specific gravity of FireFighter PG should i..w ty be 1.030 at 11°F. Use a small pump to add FireFighter or FireFighter PG •� g t •' '� r ; �,`ato the system at the valve marked #2 in the diagram •fit:•: ` ,•�`:;:}s �: � •• • . When the test indicates that the solution has >�;�� below. 1• N� weakened, empty the system and replace with fresh '1' 7 ' FireFighter or FireFighter PG, according to the ,•••.'•�6` HEATED AREA UNHEATED AREA •- •s installation instructions. a� • ; Filling Cup Sprinkler Head . "�nr•. , ' � •. exp I ��1;:�: j a �' • �F: Water Supply Ail �:,F�.'. :;t., .5:.��::?•. �� r•Freezingution ^` phi 1�i.jy :4F;.' I 12 ins. Approved Indicating Valve Wall Drop 5 ft.min. ■ Check Valve 11/32"hole in Clapper) Lorain Valve `r •j,,.'`.'., is �r�a •.•' - +� . . Please turn to back panel for additional irdormation. PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic* Chemical and Physical Properties- antifreezes designed specifically for fire protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems _Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere _Viscosity at 77°F is 7.05 centipoise with the functioning of systems or equipment,and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _.Boiling Point at Atmospheric Pressure[160 mm) is 212'F _FireFighter is compatible with all approved types of pipe, including BlazeMaster" CPUC sprinkler pipe FireFighter PG: and fittings. _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types 1 _ pH of FireFighter PG is 13.0.9.6 of sprinkler pipe systems,with the exception of CPUC. _ Boiling Point at Atmospheric Pressure[760 mm) is 222°F :.; .. A Sizes: , 1sta Freeze Protection Properties: FireFighter and FireFighter PG are available in: — 9 One gallon plastic bottles(6 per case) FireFighter and FireFighter PG: ; _Five gallon pails `:,` aP _Minimum Fluid Flow Temperature is—15°F ' •. 30 gallon drums •• ? t o — _Minimum (Hard Freeze)Temperature is--5D F 55 gallon drums 5000 gallon tank trucks Flammability- Color. FireFighter and FireFighter PG are not flammable °ter .:�ri:'• � ,, - a..�• ;�� *•;:,,��� since they have no measurable flash point(Pensky- r t _FireFighter is orange Martens Closed Cup); however, both products can 'S _FireFighter PG is red Gam; '9• 1ST ; flash or bum if the water content is evaporated off. Applications: t,p FireFighter: K al r � ,;c :4• _Flash Point is 350°F" Wet fire protection sprinkler systems. _Fire Point is 400'F**. dR'r�rJyp° Ingredients:g ;� ,�.� FireFighter PG: - �;'' _Flash Point is 214°F FireFighter: :r:Y —Fire Point is 220'F* _Active Ingredient: Glycerine a' -•:; Other Ingredients:Water •- %� Toxicological,Environmental and Health �n " -,. Viscosity Reduction Agent ?, Information: �4: •.: tDyeF'cc r: FireFighter and FireFighter PG are virtually harmless a+, + a' `� FireFighter PG: to animals or plants:however,the disposal of these Active Ingredient: Propylene Glycol materials should be in conformance with national, :'h� :Y _Other Ingredients:Water �?} �' }• state, and local health codes. -� Viscosity Reduction Agent Q� "': -°•: y Dye FDA References: ~ ,p„ o, ''�� GRAS:FireFighter and FireFighter PG are considered �; : ry S °+ "Generally Regarded as Safe'by the Federal Food and r a Drug Administration. "ow `` ., ;. L:::(�•• . 'FireFighter Freeze Protection Fluid-is a trademark of The Noble Compairy. 191e2eMaster-is a registered trademark of B.F.Goodrich �:• ` °Won-toxic is used to describe extremely low chronic and acute tonicity. No maximum safe intake for humans has been established.The product is 3':. '� .'`• considered GRAS[Generally Regarded As Safe)by The Food and Dnp I Admmistrdtion "Cleveland open Cup �;?��.- RECOMMENDED CONCENTRATIONS •'''rs4 r!''^�`� r^ t '(` , � ?:'•pyo•°: .9t FireFighter and FireFighter PG are intended to be usedo�o undiluted only. AVAILABILITY ''q : r ; 'o •°=: !' ! : c : ;� � '' ` :• FireFighter and FireFighter PG are available ``rte' t. b pt��,�y{ . e • .•o�� 'Y'r/,i •. throughout the ° ° •' " " `` g U.S.through wholesale distributors. �/� :�♦'f �•i•:°• :�;5;�;°• :;•� ,, a,�� :::; Please contact The Noble Company for your local �: �'• representative and wholesaler. �': ..�,�� �.; .1;;�•'S;:.y,•,y( ° °;'.b.;gyp I ,",�� ;���'�M�'�. �r TECHNICAL7 "1 SUPPORT / • , �E,. ,,�,•,"; "/ ,�'��►�:� `�����,. 1 Specifications,installation design,installation '''�.o p.�:_�.d .':��:�.� .,d♦�F�.�. ,., C E���r, . ��gt.�p•.., .,.•b•bh�:;�.,`.�r . ,, :. ., , , �•�9, ., ,, ;, ,,�,,:.,:�,�•�Y� r , techniques, ons will be reviewed "° °�'s' '`'+ � °• ' ' x4;:'`^ �' q and unique applications ! . p•"• �' .� o- j.>•aS:•• '�.�lt�r,\ ',• , '�', •r. '�+� • � upon request.Address inquiries Q• '<' s i ° �' � ` ?,:•,-• P q q s ATTN:FireFighter ° ::.. •:'� • Q'''om� ^`��•• �• '�' P �'�'�� Technical Support. Fields Y,p : ;.;;'';!,..:;.�b�:;3;--:•,,_:•.,�.•,�� a,��•' service is available through factory representatives ;''� ''�! •� j '• . .r;: �:f 1^; +�Al ' and Noble Company staff.Contact The Noble Company ,°::: .: ;•:•:::; c`;� °�rl.: � ••,: 5.h; � :.�, � ,' for local representatives. The'NobleCompany: a ,. off.•.•;,.: ;ti .: ,. 614 Monroe Street " °•° .jQ '° ``"ppp. ; :'i� �•k oy°n"ta"°p•!•.Y , � Lj:.r::ti;ro7: Y 010 0 • •�••-• ,p•` Ir:r S'{.:a 1 � Grand Haven,Michigan • :• a•,;_•�' :I,r; ' ''.,sed' 49417 .:�:: •q . , , .a:, Phone:[616)8421644 1—Soo16.7 •2 G7 :;:•�' � • .: 1t . :�:'�'� =�•.. '�?.;�,��,•. .ati�'• . FAX:(616)642-1547 '' .,ri:: •r ,^ o!�r••�'•a'li.:`:A:Y3"•:•.:••�••;°..,::y:is ,/T c'r5 0. 1 ��q+•p;. :.•a•.:/:�•:i'i' r.'•. •.r !^/"v: {`.1J v,•� ,,,per t .P !:C%� r:/V':.::•::S•••:::: �: hef;/:��..�•,;'r,�4°N�";:vi/�, ,r!':,c:: • a. 1 ,. Y ;:,.�..ti:;i;+i•Vl Ir�'..:� r•. L \ :!:..:r.'::r. 1 4'a 1 d 41 A,7 p�, 7• / Fre r Qa.�.'l.,} J a ;R�•. 1 1 Printed in USA �.�,1.•;�'r�,h ' �. ©1989?he Noble Co.Form/FFPIG 289 li � «Engined,Grelief 0 ec�v Sizes /4 2 capacify d G Prunsure To prevent back-siphonage and backpressure of con- Patent 14,241,152 taminated water into the safe drinking water supply,when installed at each high hazard cross-connection. 909QT-S 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 Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT.Sizes 3/a" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check 3A"and 1"only Suffix Capacity QT-with quarter-tum,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the university of southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalfirrigatioa system flow rate(7.6 feet per second) PC-with internal Polymer Coating ..909 " LF-without shut-off valves 16 Prefix U- with integral body unions(s/4"and 1"only rs 12 EAE-with flanged adapter ends(11/4",11h",2 only) 0. 8 Features 4 • Quarter-turn ball valve shut offs a Replaceable bronze seats o 5 10 15 20 25 30 35 GPM e Designed pressure drop Modular design 5 75 10 15 . 20 FPM d Simple and economical service o No special fools required for 2U 1-909 a High capacity relief protection servicing against combined back-siphonage/ 15 backpressure backflow 410 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 1 BO°F in- 5 75 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit- 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections• a 10 3/4"-1" 909QT has NPT female threaded body connections. 5 2"'909QTM1 has NPT male threaded body connections. Dimensions-W,elghts (approximate) 0 10 20 30 40 50 60 70, 80 90 1oD GPM Size Dimension(i ches) W t.(Ibs.) 5 75 10 15 20- FPS inches A e C I D E F Dt4474Y. wile strainer 20 1 1/2"909M1 " V4 21 Y4 17% Nis 4 4Y4 11 Y4 6?✓4 14 1 22% 17Y ss Nis 4 04 13 7 15 �15 1V4 25% 2044 103A 5 644 14 7% 40 1'/z 27% 21�Y4 103A 5 65A 15 71k 40 1110 2 3044 2344 101A 5 644 .16 7V4 40 5 _c e 0 10 20 30 40 50 60 70 80 90 100 GPM D 20 2"909M7 5 75 10 15 FPS J (315 0.10 I i '—=6_F__I 909QT-S 5 —H g . For more information,send for ES-909S 0 25 50 75 100 .125 150 175 200 GPM 5 15 10 15 FPS STRENGTHOF•COPPERTUBING SAFE WORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M Nom.Slze' 150.°F, 250°F, 3506'F: 4000F, 1500F, 2500F, 3500F. 4000F. 1500F, 2500F. 3500. 400°F, s,. Inches;':'OA. (PSQ (PSQ (PSI( (PSQ (PSI( (PSI) (PSI) (PSI) (PSI) (PSO (PSI) (PSI( 3130 3030 1980 1300 ._ va;- ' ' 3/16 1950 1890 1230 810 /e 1530 1480 970 640 1160 1120 730 4BD 1160 1120 730 480 s ,•.•. ::: •.; /�6 1200 1160 760 500 i, ���:A '4""•= /t.,•?' •.y:•;.,/e 1200 1160 760 ' 500 900 870 570 380 750 730 470 310 C •vK�::[�....:,.•'ti:"= /; 1170 1130 740 490 800 770 SOD 330 560 540 350 230 920 890 560 360 740 720 470 310 500 460 320 210 s:t,�•,.h ,•,� /e 760 730 480 320 650 630 410 270 450 430 290 190 880 850 560 370 590 570 370 ZSO 400 390 250 170 660 660 . 430 280 510 490 320 210 340 330 220 140 'i• "1'e::°" '"le/. 550 53D 350 230 460 440 290 190 340 330 220 140 520 500 330 220 430 420 270 180 340 330 220 140 450 430 280 190 370 360 230 150 30D 290 190 120 420 400 270 190 350 340 220 140 260 270 130 120 410 4D0 260 170 330 320 210 140 260 250 160 110 360 370 240 160 320 310 200 130 260 250 160 110 qg5 gsc+ii 4 a;�;• 4'/e 370 •360 230 150 30D 290 190 120 260 250 160 110 360 '350 230 150 '286 270 160 120 240 230 150 100 b'/e 370 360 230 150 260 250 160 110 230 220 140 100 390 360 250 160 280 270 180 120 240 230 150 100 �,7)j '4�'`'"`�'''10; '.''•••• 10'/e 390 360 250 160 290 280 180 120 240 230 150 )DO a k','f 2 'y�-:, •12'A 340 3130 250 160 270 260 170 110 240 230 150 l OD 7rs''A- NOTE- 1'50°.F s S(Allowable suets in pounds per square inch), 6000 psi UMA-owl ^•2501.•F`5 5800 psi 35 0°•F S 3600 psi x:15 •`g;400°F•S 2500 psi R�iTERtAL VOLUME O F COPPER T ER Mi UBING - • `k' �; .' '"s '>c '�' Cubic Inches PerCubic Feet Per i '• �- +' 4` Gallons Per :N6ni.Sz�r Foot of Tubing 100 Feet of Tubing 100 Feet of Tubing r . K L M K L M K L M •�?� � :,'•;,�,�i:i 'fir•'� 936 '`.•'. 6;, .:.;:, AOS 0542 1.524 1240 1.908 .0862 .101 .110 A60 '753 626 2.616 2.796 3.048 .151 .162 . .1761.132 1210 1.319 " !,• ' .'- };`.' 4.006 4.176 .232 .242. 1.735 1.808 ` 't' ' "` s/r •'. 5.232 5.808 6.204 .303 .336 359 2?65 2.514 2.686 i;:'v:.:;:': 1.:' • 9336 9.900 10.068 540 .573 AD7 4.042 4.286 4.540 116 14.64 15,12 1572 B5 86 91 634 655 6.81 2D.64 2136 21.96 1.19 1.24 1.27 8.94 9.25 931 36.12 37.08 38.04 2,09 2.15 220 15.64 16.05 16.47 2'A " � 55.92 5724 58.68 3,24 3.31 3A0 2421 2478 25.40 3 79.66. 8172 8376 461473 4.85 3450 35.38 3626 31fi::.::`'. .•. 108.00 11052 112.80 625 6.40 . 653 4675 47.84 48.83 4' s 140A 144.0 146A 8.1 .:83 8S 60A 623 63A S 2172 224A 226E 12A 13.0 13.1 94.0 97.1 982 310E 3216 326.0 18.0 1.8.6 18.9 1345 1392 141.3 ...- ; 24 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. (nim) in. (mm) in. (mm) in. (mm) in. (mm) 14 0.075 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (7.0.6). 0.032 (0-B) 1 1.125 (28.6) U W5 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 174 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 (36.2) 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) 1.9135 (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 (73.13) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.961 (75.7) 0.072 (1.8) 372 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (B7.0) 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) 4.675 (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) 6 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) . IFLCU INCORPORATED CORONA,CA•(714)737-5599 37A r FIG. 22 HANGER FOR C.P.V C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE 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 ,rL ,,, , , 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. �,.` ..."Tri` f`• ':4` Figure 22 is not intended to support C.P.V.C. pipe ?` from under a flat horizontal surface, such as a ceiling. 1� 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 using the special hex head self threading screw" A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact B tools (such as a hammer) or impact fasteners (such as I 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. MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FI.) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 1-1/4 9 ��i'#�. 1,` ?^0 .m� •� .n. �+�y�-...+..c ..f' yz1y::d }„ ':r^ J! "^,'r.-;ia�"..�,.�.,;f•^ru rs"���t+. 1a�,7C' � � ��.T�.N�9-. ,� fi(,�'y+� •K i�':. .7 j d y 1 1:'t' C { � ���k:�ii,� ���5tr2F�,�e-�. 'Aw ��krr� ... ... ..N rJ" r"e.:}�}Yc� ��....�G�£�"�i,'?'Ly� �-Mi,?�c .i^.�F.,n.t.sl ��".i':4°i. 2,r .�.=tL... E�...¢•�� in5-..•.. 1- 1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 I� t cy � � ,-i' .TJI:! .Krj <r `,�7,...rk of w'Y.t�. �• ♦ !'Min's'....ts.tl;n$y1 Qd,"^' y�{?' ? : `t !� �"'v�'ua}t�3.��• bK,.,��' a��y �c-1''11UU-�.� � ry J� �yf`��j.'l-"'�s°�`.�"�'•'''��i�?�'6,".�. .`h;�-a�{�`y rte,. s�+`°'i, , -iir d-as�!�ltv,�.i�•c.pY�.�-.�-uSA:w..s..ea-�Y�e..J_Lw. r..a�;w9c��� .., ... 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 REVISM S/91 1000 INCORPORATED 32B CORONA,CA.(714)737.5599 r: x 1 FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT I I . C Size Range-3/4"thru 2"C.P.V.C. pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation.. The flared edge spec. design*protects the C.P.V.C.pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading screws'° in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. No impact tools (such as a side of a beam, hammer)or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler.head during is required.. activation. Order B Figure number and C.P.V.C. Y- g pipe size. Approvals -Underwriters' Laboratories listed to support fire °-Patents Pending sprinkler piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, #12 z 1-1/4" N.F.P.A. 13, 13R, and 13D. hardened hex head self threading screw. A B C MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG.23 FIG.24 FIG.23 FIG.24 FIG.23 FIG.24 (FT.) SIZE LENGTH PER 100 3/4 3.1/8 2-5/16 1 9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 _ _ 1-1/4 9 • {.' M> m..Q �,. a .?rw t�rw.,err-,+ ,4i - 6Y �,:. Yw'h�' �u�`Vi1y ' ''S�',k` 1-1/4 4-3/16 3 273/32� e� 1 1/2 1 3/16 1 3/16 G 1/2 5/16 1-1/4����ray��.aq�;vg�rt a m:�*.-�•u.7a!m3�•„L.h.3�aEn JBr" �.s..�j 16+ .."x•r"�e+P�I a��� T.^� �w !lhwWERE , 2 4-7/8 3-11/1 2-7/16 1-27 1-3/16 - + ...•r,,�.x.d. .y=.�11,. 1-3/16 8 5/16 1 1-1/4 I 15 REVISM til _ Central r S rinkl p e BlazeMaster@ INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and UX, Edition CEivTRAL No. 19.1.0 Rev.4 5!96 lameof Lontents Introduction......................................... 1. Handling&Storage ................................. 11 „ Conversion Factors ................................. I Handling ................................... 11 tlt Listings and Approvals..... . ..... 1 Storage .......................................... 11 .;.. Where and hour to use a Central B1azeMasle:System:.... 1 Handling of Central BlazeMaster Cements and Primers Central BlazeMaster Specifications .....................3 Solvent/Cementing Instructions....................... 11 Pipe ........................... ...............3 Joining Central BIazeMaster Pipe Systems .............. 11 Central Biazehfaster Fiminas ......................... 3. Cutting.......................................... I 1 Solvent/Cement........................I........... 3 Deburring ....................................... I1 Dimensions for Central BlazeMaster CPUC Pim.......... 3 Fitting Preparation ............................ 12 Fitting Socket Dimensions............................ 3 Safety and Heaifn Precautions ....................... 12 Product Ratings and Capabilities........................4 Estimating Primer and Cement Requirements.......... 12 Pressure Rating&Pressure Listing .................... q Primer Application .................... , ......... 12 Friction Loss .......................................4 Solvent Cement Application ........................ 12 Thermal Expansion........... ................... 4 Assembly..................................... . 12 Physical and Thermal Properties of Central Set and Cure Times ............................... 13 BlazeMaster CPVC ................................ 6 Pressure Testing the System ......................... 14 Permissible Deflections of Central BlazeMaster 0PVC.....6 Transition to Other Materials ......................... 14 Support and Hanger Recommendations..................7 Flanged Connections............................ .. 14 Pipe Bracing with Standard Band Hanger.............. 7 Grooved Coupling Adapters ........................ 15 Hanger/Support Spacing ........... . ...............7 Penetrating Fire Rated Walls&Partitions.............. 15 Vertical Restraint .................................... 7 Other Design Criteria .............................. 15 Freeze Protection ................................. 15 Underground Installation Specifications................ 9 Central BlazeMaster Systems and Penetration of Pipe..............................................9 Metal Studs........................:........... 15 Fittings........................................... 9 Solvent Cement and Primer Spills.................... 15 Primer/Solvent Cement............................ . 9 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 System Design .................................... 9. Joining Central BlazeMaster CPVC in Hot Weather...... 16 Installation Procedures ' g `}4 Inspection................................... ....... 9 Appendix ..... ........... .:.................. 16 Trenching....: 9 Helpful Tips....................,....:..:.......... lfi Snaking of Pipe.................................... 9 Material Safety Data for Solvent Cements and Primers... 16 Back-Filling...................................... 10 Training/Demonstration ........................... 16 Maintenance...................................... 10 Material Safety Data Sheets...................... ... 17 System Riser Installation Requirements................. 10 System Riser Installation Recommendation..............10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL Listing and/or FM Approval. Additionally,the manual contains recommendations for easier installation,general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing,C-UL Listing and/or FM Approval.To differentiate between a requirement and a suggestion,use the following defimbons: SHALL-The use of the word"shall"indicates a mandatory requirement of the Listings/Approval. SHOULD-The use of the word"should"indicates a suggestion that is not required to meet the Listings/Approval. Warranty Central BlazeMaster CPUC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty vnll continue for a period of ter years from the shipping date.Materials found to be defective by Central shall be repaired or replaced at Central's option.Central will not beresponsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is expressly made Ln lieu of any and all other warranties,ex-pressed or implied,including the war- ranties of merchantability and fitness. Al!sales by Central shall be subject to the te-ms and conditions stated herein.The placement of orders with Central shall constitute a^ceD- tance of these terms and conditions.U buyers'purchase order or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County,Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania with respect to an y proceedings arising out or in connection with any purchase and sale contract entered into between Central and buyer.Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL,C-U,FM and NSF-pw S.E.marks on the product Blazeh4aster"is a registered trademark of the BFGoodrich Company. Ad]Central Sprinkler BlazeMaster CPUC Products are manufactured in the USA. Introduction Central Sprinlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) , .a sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) • No precutting and expensive fabrication required • NSF-pw S.E.approved for potable water • Can be easily connected to other sprinkler piping systems `•. • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide areas follows: linch=25.4 mm 1 foot=0.3048 meters I psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=I kPa Listings and Approvals Central Sprinkler BlazeMaster CPUC piping systems have been evaluated and are UL Listed in accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13R • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D. • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by W&A in Residential-buildings as defined by NFPA 13D and 13R.Tl,e ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard til and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light . Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and F14 Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A-wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A In accordance with,the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and.fitting s. The minimum proteciion shall consist of either one layer of-"thick gypsum wall board,ii"plywood soffits,or a suspended membrane ceiling with lay-in panels or tiles having a weight of 0.35 pounds per sq.ft when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R,the minimum protection may consist of one layer of y"plywood. In these cases,any standard sprinkler head rated at 170°F or less may be used. tection;sha}l.Pians,T,lp eLth ,r-lathand plaster,one layer of 9mm thick;gypsum wallboard,one layer of 13mm plywood,or a suspend- ed megrmbrane ceI ing wild lay-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgimL when installed with metallic grids.The effectiveness of this protection can be impaired 9 penetrated by large open- ings such as ventilation grills,exhaust fans con.-3--ted to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m=,but not exceeding 0.71 min area must be located such that the distance from the edoe > of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.710 in area. In these arses,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 completely separated by a permanently installed non-combustible barrier from an,;.'area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic da nage. Drop in ceiling tiles,as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish-,fire rating of 15 minutes when tested per AMU E 119. 4.For an exposed installation: A. In accordance with the UL Listing,Bkazehiaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick Response pendent sprinklers installed within 6"from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the mamznmum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing and within 4"from the sideivall or Lister Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance beh:een sprinklers shall not exceed IT. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe mid fittings shall be insialled below a smooth,flat,horizontal, fired ceilings in conjunction with Listed Quick:Response or Residential sprinklers with a marjmum 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 sprinklering 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- " talion. 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 grflls. 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 fight 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. 19 The use of BlazeMaster CPVC in ceiling spaces above non-sprinHered areas has not been investigated by UL or FM. Pipe Central Sprinkler B1azeMasler CPUC sprinkle:pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FMvO,Ili K and the National Sanitation Foundation OTSF p-,S.E.)for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F43B(Schedule 40 dimensions from to I r'")and ASTM F439 (Schedule BO dimensions for 2"to 3").Female threaded adapters for sprinl:Ier head connections contmn brass inserts.Fittings carry the marl: ings of Underwriters Laboratories Inc.(UL&C-UL),Factary Mutual(FM,ME&A,and National San iatim Foundation)TSF-pwr S.E.)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 Centra) Sprinkler BlazeMaster One-Step CSC-300,CSC400,or CSC-500 Solvent Cements or Two Step CSC-I00 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 vRth Centra)Blazel•Aaster products and the use of such non-approved welding agents will void the Manufaclurer's warranty and product ListingslApprurals. Dimensions for Central BlazeMaster CPVC Pipe Table A•Central BlazeMaster Pipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average DD Average ID Pounds per Feet with AMY442.SDR(Standard '/' (19.1) 1.050 (26.7) .874 (22.2) .168 Dimension Ratio)is the ratio of the out- 1' (25.4) 1.315 (33.4) 1.101 (28.0) 262 side pipe diameter to the wall thiclmess 1 ii (31.8) 1.660 (42.2) 1.394 (35.6) .418 of the pipe. 114' (38.1)- 1.900 (48.3) 1.598 (40.6) .548 2' (50.8) 2.375 (60.3) 2.003 (50.9) .859 Am 2W (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 ASTM CPUC Fitting Socket•Dimensions Table B•ASTM Dimensions for CPYC liftings in Incdl A B C D F Socket Entrance Socket Bottom Socket inside c---.{ Nominal Diameter Diameter minimum Average Average Length Diameter ness r Minimum Minimum Diameter_ Diameter '/' 1.058 1.046 0.719 0.820 0.141 1' 1.325 1.310 0.875 1.044 0.166 `"i '>>F'i�' rte1 B:4°'?-'Pi "'i1" A it ��' 1 Y' 1.670 1.655 0.938 1.375 0.175iii' 1.912 1.894 1.094 1.604 0.1812' 2.387 2.369 1.500 1.933 0_275_2f' 2.889 2.868 1.750 2.316 0.3453 3.516 3.492 1.875 2.892 0.375 rroauci natings ana Vapabilities Pressure Rating&Pressure Listing CLntral Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and Bf Approved fora rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss Central BlazeMasier CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calculations shall be made according to WTA Standards. e folloi-nng table s_.oeis the allcm.rance of friction loss for fit .ng;,expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Filling Size(in.) r, 1" 1Y' 1if 2' 23f" 3° Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 2 2 3 4 Coupling 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 -The above stated friction low values we for Central Blaze-Master fittings only. When.using other Listed B1azeMasler CPVC 9Cf°eibcaas with Central Sprinkler B1azeMasier produ--is, please consult the fitting manufacturer'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 F. A 25'F change in temperature will cause an expansion of 1f inch for a 50 foot straight length For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Run(ft.) ton of the pipe run .For additional information on change 5 10 15 20 25 30 . 35 40 45 50 70 90. 120 150 Thermal Expansion please see Table C below. AT°F Thermal Expansion,AL(In.) Fo 20 .04 '.OB .12 .16 20 2Al 5 4 29 .33 .37 7 .73 .98 1.31 ' Where AL=12el(AT) 30 .06 .12 .16 24 31 .37 .43 .49 55 .61 .86 1.10 1.47 1.96 40 .08 .16 24 .33 Al .49 . 57 .65 .73 .82 1.14 1.47 126 2.61 Expansion) e=E3. x 10'in/in/°F(Coefficient of Linear 50 .10 .20 31 Al 51 .61 .71 .82 .92 1.02 1.43 1.84 Z45 3.26 Expansion) 60 .12 .24 37 .49 131 .73 .86 98 1.10 1.22 1.71 220 2.94 3.92 L=Length of Run in Feet 70 .14 29 .43 .57 .71 .86 1.00 1.14 129 1.43 2.00 257 3.43 4.57 AT=Temperature Change in°F 80 .16 33 .49 ,65 82 .98 1.14 131 1.47 1.63 228 2.94 3,92 5.22 An eyample of Thermal Expansion is shown 90 1 .18 .37 .55 .73 .92 71D 129 1.47 1.65 1.84 257 3.30 4.41 5.88 below: 1M.j 2D At .61 .82 1.02 122 1.43 1.63 1.84 2.04 2.66 3.67 4 00 6.53 Example:How much will a 40 foot run of i""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=12el(AT) AL= 12(.000034)x 40 x 50 AL=.82 in.or 1YO 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). lhethods 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.H the change in temperature and the maximum 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 Table D•Loop Length(30°F to 100'F)AT=70°F from 60`F to 12YF use Table F because the maximum tem- perature is greater than those shown in Tables D and E. Mom' AvgLength of Run(it.) For conditions which are not covered in the Loop Length P1pe 0.0. 10 20 30 ao n so 70 Bo 90 100 120 140 160 Tables,use the formulas and examples found in Table H. Sae Lenof Loop(fn.) 1< 1.050 11 15 18 21 24 26 28 30 32 33 37 39 42 Note: Table based on Stress and Modulus of Elasticity1' 1'315 12 17 20 24 26 29 31 33 35 37 41 44 47_ y 1V 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53at 100T. VP 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 Refer to Table H on page 4: 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 AT=707 2Y' 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 S=1560 psi 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 E=3.85 x.10'psi AU-u-YV p�AJYUJIVV. AViW1/111 UUl Nom. Length of Run(R.) Note:Table based on Stress and Modulus of Elasticity at Pipe p: 10 20 30 40 50 60 70 80 90 100 120 140 160 120T Size Length of Loop(in.) Refer to Table H. y' W 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 AT 60'FS= 1275 psi 1Y' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 E= 3.55 x si psi 13f' 1.900 14 20 24 28 31 34- 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 W 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 Table F•Loop Length(70TIo 150'F)AT=80'F Nom. Length of Run(It.)Pipe Note: Table based on Stress and Modulus of Elasticity at Size Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 1SOT D.D. Length of Loop(in.) Refer to Table H. V 1.050 14 19 23 27 3D 33 36 38 40 43 47 5D 54— ;W 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80'F 1Y 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 11i' 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E= 3.08 x 1 O'psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2i4' 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 Change of Direction Hangers should only be placed in the loop,offset or LonpHindP�• change a of direction as indicated.Piping supports / • 9• W should restrict lateral movement and shall direct anal movement into the expansion loop. • "°^�°�cum _ The Expansion Loop Formula has the following com- N i~+� ,wa ponents as shown below. P=Length of Expansion Loop in Inches E=Modulus of Elasticity at IO0'F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of Pipe Due to Change in Temperature S= Worldng Stress at 1O0'F(Table H below) Table H•Modulus of Elasticity&Stress vs TemperJ3.233.08 Temperature'F 73' 80' 90' 100' 110' 120' The Modulus of Elasticity&Stress vs Temperature table H Modulus of will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14, 3.99 3.85 3.70 3.55Formula.An example is presented to demonstrate the cal- "E"x 101(psi) culation of expansion given a defined thermal change Working and to calculate the len of the expansion xpansion loop or offset Stress 2,000 1,875 1,715 1,560 1,415 1,275in inches. "S"(psi) Example . How much expansion can be expected in a 240 foot run of 2"Central BlareMasier CP@C pipe installed in 40T given a mmdmum temperature change to 1O077 Additionally,hour long should the expansion loop be to compensate for this expansion? . First,find the temperature change expressed as AT. AT=1O0'F-40'F AT=6O'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. Length of run=160 feet with AT=60'F From Table C,AL=3.92 in SupportandHangerRecommendations" "* -� =pr; ir��.•'�-' '� :: :s: Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not '� _...r::::._._..... �,.r...C..-.r---��---•----'�•-• have rough or sharp edges which can come in contact with the pipA.Da not use under L�� sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(i,,, 1:. �.,:�•. ,. • :=;sem`<., hangers for 1•f-"pipe).Pipe hangers must comply with the appropriate Standard,NFFP.13, 32tiLMx 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vinyl ,*?'ii: J?:p Yil 'F •t•.••KiY""t•``'.•".•-=' •<'"'+°"'` r'-?` electrical tape should be used to isolate the materials.Strapping pipe overly tight to a struc- ,...: �5#:, ;•,, ~r'K =, ,. CSC;. CPVC.,`.:`.� �; tural member can cause damage to the pipe when pressurized. Please ensure the pipe is vci + held snug by the hanger,but is not pinched or crushed in any way. --- " PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco,Inc.and Alcon make three hanger/restraining devices that are available for use with � .r M Central B1azeMaster. s^' The Tolco Model No.22,shown left,or Alcon 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 sprinlaer head dur- ing activation. •` The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and as A a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharge- able electric drill and a'/c•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. Hanger/Support Spacing Table L•Support Spacing"L"(ft.)CPVC SDR 13.5 Because Central B1azeMaster pipe is more rigid than other Nominal Pipe Size of plastic stems,the support spacing shown in Table L Temp°F tYP� P systems, PPo Pa 9 . %- 1" 1 Y" 174" 2" 274' 3" shall be adhered to when installing the system. 73' 5% 6 6% 7 8 9 10 For exposed installations,Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. Vertical Restraint �' `�' • 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 ff it is not properly secured,especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a r;",l or l Xpipe,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 A 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 2` which prevents the threaded rod from coming in contact with the'PVC Model No.25(shown) pipe as shown,to the left 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) Branch lines shall be braced at a distance from a fee or 1 inch 4' 3' 1 inch 5' q• elbow to prevent lift of spriril:fers as shown in Tables M and N. 1%inch 6' 5' 1 F inch 7' 7• AY inch 7' 7' 'Local codec have final authority on which types of hanger can be used. TableN•Support Spacing to an End Line.Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi 1690 kPa) Greater than 100 psi(690 kPa) +. 4 Y.inch 9' g• 1 inch 110• 9' ' f r. 1'/.inch 1'4' 1' 1 K inch 2' 1' >1 Y inch 2' 1' Maximum Table M � A B When piping is suspended from a deck,hangers are (Reference Table M)'� F E Any distan (Rel.Table N)'ce -. e quired to suspend the pipe as well as for vertical lift between supports . _straint.One support can serve as both. Drop locations -.tween supports are acceptable in any location as lona as s::pport 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 Support Support s-:-ails or rod hangers.See Figure O. Finished Ceiling Una. Fig.0 •Drop Ceiling Installation, Maximum Table M A B Bar Joist Bar Joist' (Reference Table M)• (Ref.Table N)' E Any distance between supports I ��y L1�f ilY:J'e :'•r�:Oh� ;'mfr.-•��•y i.}Y1. } �;y \ �1 U-Bolt Finished7C.ilingaFinished Caning Una Figure A Side view• Fig,Q•Sprinkler Drop Pipe Adjacent to Truss (Ref.Table M) `—A No upward restraint or hanger is required between sprinklers. (Rel.Table N) When thep p g u in is supported by wood joists or trusses,the structure provides the support,especially �. When the joists are close together.The only requirement v,rith this type of construction is to provide vertical restraint and hangers are not required When supporting _ CrVC 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 (on center) Finished Ceiling Una between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. 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 '_FVC Li]x or must be supported , a fitting Pported near a sprinF.ier heed as shorn in Tables}•i cnd 1\. ,��„ Loc at ion z2nQ—4y N"/VA3-b2—_—)2 d I Ae kC No. Date j �oRTN TOWN OF NORTH ANDOVER F R 9 i + ; ; Certificate of Occupancy $ E Building/Frame Permit Fee $ 4CMU5 Foundation Permit Fee $ � Other Permit Fee $ TOTAL $ Check # lc)14- "Dh N1t?2 S 17017 �Builcing Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING M w a fAT MAP ': BUILDING PERMIT NUMBER. DATE ISSUED. ic SIGNATURE: Building Commissioner/12§=tor of Buildings Date Z SECTION 1-SITE INFORMATION IO 1.1 PropertCL0wk( y,Address1.2 Assessors Map and Parcel Number: #dl Circ&(jFz roan ins nfi Iy50�.= "be&A�v-2 Sub6mstan t5pual 71a aS t--eC[rrded ad �-k LCawl-en NPA �fi NYENumber ' Parcel Number !� tai;str OP t U'u L; 1.3 Zoning Information: 1.4 Property Dimensions: 3 r)Ql� �i�mi�u �PSc nc� 514 i97. 3` ' Zoning District Pr o Use Lot Area s Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required ProvideRequired Provided Required Provided COX, i_0 i 1.7 WaterSupply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public Private ❑ Zone Outside Flood Zone )N Municipal On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT m 2.1 Owner of Record I6rnrl.e,* &a ULI Pio. a Andow, MP 0.aq,.- r Name(Print) Address for Service: Sipf h v; ?q/ Signature 1 Telephone O 2.2 Owner of Record: Name Print Address for Service: O Z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ rc SLicensed stru ion Supervisor: 0C ,S O P D, box 90'7 �`H,r rbrfI 11711 0 IRS License Number M Address �A ) l �` Ct75L v Expiration tion Date Signaturg Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name M Registration Number r Address r Expiration Date ^z Signature,, Telephone Y' SECTION 4-WORKERS COMPENSATION(M.G.L.C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes......A No.......❑ SECTION 5 Description of Proposed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OMCIAl USE ONLY Completed by permit applicant 1. Buildingr �1� (a) Building Permit Fee a 003 000 Multiplier 2 Electrical UO� (b) Estimated Total Cost of Construction 3 Plumbing GOO Building Permit fee(a) X (b) 4 Mechanical HVAC Q p p 5 Fire Protection a Qd 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, sg-e— cr+ a C W 09 dcl U l li— as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief ff�� Print Signature of O er/A nt Date NO. OF STORIES SIZE ` BASEMENT OR SLAB SIZE OF FLOOR TINIBERS 1 X ' Q, 2 X c�J ' " 3 Xld S g� SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS JN YqV-1 L V L HEIGHT OF FOUNDATION Q" Z ` THICKNESS /U SITE OF FOOTING X " MATERIAL OF CHNINEY 1S BUILDING ON SOLID OR FILLED LAND 1 IS BUILDING CONNECTED TO NATURAL GAS LINE FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from.compliance with any applicable or requirements. ****** '" *****APPLICANT FILLS OUT THIS SECTION APPLICANT t l�(l C'I I Y �Dt rP�fj �Q� 11C, I PHONE P lan ii /Zt.Sc cts' �cc L�c LOCATION: Assessor's Map Numberfl- d,wlul , �2 ;,I, 1 �. PARCEL SUBDIVISION (,� � `-c LOT(S) STREET ST.NUMBER l] `OFFICIAL USE ONLY �►* ** * RECOM A O F TOWN AGENTS: COSER. TION AD INISTRATOR DATE APPROVED / 3 DATE REJECTED COMMENTS TOW R DATE APPROVED / DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED. DATE-REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTION ✓DRIVE Y PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECT R DATE_ Revised 9197 jm FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits fro rn Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from,compliance with any applicable or requirements. *APPLICANT FILLS OUT THIS SECTION APPLICANT Pench"rPbompcit LU PHONE 32?- S1/Q e P lar # wsoa as recorded i— — LOCATION: Assessor's Map NumberQ-F I,nuiren o (�e�iSdn� orb* eedS PARCEL_ SUBDIVISION_PGCh 4 rrrM ,,JJ LOT(S) STREET ST.NUMBER 4_6 ,OFFICIAL USE ONLY ****** ** * RECOM A 10 F TOWN AGENTS: CO SER. TI-N AD INISTRATOR DATE APPROVED / :3 DATE REJECTED COMMENTS /l l TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTION DRIVE PERMIT FIRE DEPARTMENT l7 O RECEIVED BY BUILDING I VSPECT R DATE --__ Revised 9197 jm AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. I 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/p1an. 3. Authorization is hereby given that Gerry-Lynn Darcy, and/or Peach Tree 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 14 day of J e 2003. $ T7 L. MA SE 2 -Cl O T b8-ZES-BL6 stlaujolazd d t o :co co 91 unr 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability CoM NORTH ANDOVER, MA, 01.$45 OVERAGE GRGVP 0139954 The Waiver Of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is a,,railable on Pool policies• operations only. For coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. AGENT WILLOWS INS AGCY INC _ INSURANCE COMPANY: OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:2 23 856 6 64 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------------- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 APENTRY-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 AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. I 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'tree 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 20013- day TT L. MA SE 2 'd OTbB-ZES-BL6 SF;0UJo'4-Zd di0 :E0 Co 91 unr 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA. 01845 COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies. operations only. For coverage Contact your agent for details. outside Of Massachusetts, contact the appropriate Pool or Plan for that state. AGENT wzLLows INS AGCY INC INSURANCE COMPANY: on 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN.223 8 5 6 6 64 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE ESTIMATED 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 S0 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: 0 5/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGMONT * * 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)439-6056 •www.wcribma.org License: CONSTRUCTION SUPERVISOR Number: CS 083065 Birthdate: 01/13/1973 Expires: 01/13/2007 Tr.no: 83065 Restricted: 00 GERRY LYNN DARCY PO BOX 907 N ANDOVER, MA 01845 Administrator Recharger it , , • • • • 40 I; 000 ��o�000w -2ohu 36 0 Pi, Height 20.5" J : - •� nom Weight H-10* 34 lbs. �Iv o 0 o vloely v v v v v I / � eeeee6eeeeee 0000000cocoo . III, :. Recharger 180 - INSTALLATION DE I AIL —282 I CRUSHED STONE ' .TTf Ti 7T TT TTI TTT TT TT TT TT T� lJ7 CRUSHED SMNE 1. THE D.E.P. FILE NUMBER FOR THE SITE - k .11l it 11 Ll LLI •1Ll Ll llJl llJ� I ' .T1T Tf�I Tf T•1 =T1•T-.I Iy TT T. I'ly ,• ' • UNIT TYPE' o CAPACITY- 122 . .. INCLUDECALCULATIONS BASED ON NOTE, STORAGE CAPAC17Y DOES NOT 35% STONE VOID OVERFLOWS AS SH• ON OF OF THE NOI PLAN CRUSHED CULTEC 410 FILTER FABRIC GRADE •.. a .a. . -a. •. a. • I/ STANDARD DUTY H-10 CHAMBER 4*PVC INSPECTION PORT p ,` , CULTEC 410 EL. 274.3 ,�,�o, • a%�� � `fir • PROPOSEDPLOT - LAN `i•�� !� ;:fir ` ---------- CHAMBERPEACHTREE FARMS '� 8 � �;' l• w BOTTOM 0 LOT 21 Oj � e ,' �a • �,•.4w/l ca�i.j�r.S-.(/.��..�X-MI&I .51�4"- »v 65Y /� swN • ANDOVER, MASS. 6" STONE BASE 0- TYPICAL CROSS SECTION RECHARUEZFN IOU a- 267.6±-- PEACHTREE DEVELOPMENT, LLC STANDARD H-10 CULTEC CHAMBER SYSTEM TEST HOLE INFORMATION' IP.O. BOX 3039� ,i •• TEST DATE: 7/22/03 Marchionda EXISTING GRADE: 1 c &Associates,L.P. NO _ •S. WATER •• En I _I-� an 1 consultants PERCOLATION RATE: 62 Montvale Avenue TIEL(781)438-6121 Stoneham,MA 02180 DATE: NOV. 24, 2003 Website:www.mamhionda.com SCALE: 1 20' 1�= • ORTIy i, I Town oAndover 0 No. zo LAKE - O dover, Mass., TOM. COCMIC ME WICK ��T E D-5 5 CHU 4 FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ......'l�''h#r.*A'tW0 ,*.... . . . .... ...�.T'�.LC ....................................................................... has permission to excavate and pour foundation at AT.. ............. . for the purpose of..........�tiRk. ,t {�.a� � ,.�.•... /,S,t/ s; .. The person accepting this permit must return to the office of the Building Inspector a certified lot Ian shCW of building thereon before Foundation will be inspected. p p VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. 17at 7- ............. ......................................... BUILDING INSPECTOR I ,tAoRTH TO"- of Andover to C' _ LAK 0 , dover, Mass.,do^j /G. 2"0011 C OC H I C HE WICK A0RA TE D ,' �C U BOARD OF HEALTH PERMIT T , D Food/Kitchen Septic System _ ,// BUILDING INSPECTOR ` !�� . �.4�. THIS CERTIFIES THAT................................i ..'� y Foundation has permission to erect....... :........... buildings on4t4!.!4Pk" .b ....6444. .......... Rough to be occupied as.......................!.!.... .... j4 eh _ .. ..lix— P�Iy1C717��. .. ... $'55 Chimney provided that the person accepting this permit shall in a cry respect conform to the terms of the app icT afion on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERIvtU EXPOS IN 6 MONTHS �T � 7 ELECTRICAL INSPECTOR UNLESS ��doJS '�J ST T� Rough ........... .. ......... ............ ......:............. ............................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Ocala Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry (Mall To Be Done FIRE DEPARTMENT Until pected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. I 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 statod instrument/plan. 3. Authorization is hereby given that Gerry-Lynn Darcy, and/or Peach Tree 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 2003. sdUTT L. MA SE i I i I 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Conn NORTH ANDOVER, MA 01845 -• OVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies. operations only. For Coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. INSURANCE COMPANY: AGENT WILLOWS iNS AGCY INC on 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 8 5 6 6 64 CLASSIFICATION OF OPERATION -- CLASS ESTIMA ED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------------- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 APENTRY-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 i DATE OF NOTICE: 0 5/2 4/0 3 PREPARED BY: Joanne Shea EXT 530 j * 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 FORM J LOT RELEASE The undersigned, being a majority of the Plamiing Board of the Town of North Andover, Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002, last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the.restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 1 —9 and 20.—28 inclusive, Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots 1 — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Fann in North Andover. Massachusetts". Registered Land Surveyor 1 oft F= {K0259882.1) C. The Town of North Andover, a municipal corporation situated in ihe County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 20 and/or Covenant dated May 20, 2003 from Bia Kahuna Properties, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 — 9 and 20—28 inclusive EXECUTED as a sealed instrument this 7 day of NoveinbW- 1, r2003. Majority of the 41 I , f Planning Board of the Town of QA, t North Andover ' COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November , 2003 Then personally appeared rth"I rY ,-one-t+-the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board,before me, Notary'Public y V 4 My Corhmission Expires I i 2of2 i 'K0259882.11 i I Date.......i NOR,N TOWN OF NORTH ANDOVER PERMIT FOR WIRING S., CNUSE� This certifies that ...... ......l.a�.C................................ has,permission to perform .......1 -P.t ....../ !.e....................... Aq wiring in the building of ......................... .... ......./ �........................ o. �Qd PH�10/ ,North Andover at.... .......G.................................. ...... Fee. Lic.No. . ��1 �2 G ELECTRICALINSPECTOR Check # t l_ 1 561 ME C'OAMOArREALTHO A s,4CHUSEITS'� Office Use only DEP Permit No. (J(T BOARD OFFMPREVEMONREGUMHONS52f1CMRI2.V f Occupancy&Fees Checked 1 + APPLICATIONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover r To the Inspe for of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) yb I i1 VeN D rz 0(Jzc fp AY6t,A-K)9C)LCX. , 1 Owner or Tenant PfIGGi Owner's Address C�3 S�-I�vN S . A� Is this permit in conjunction with a building permit: Yes[. No (Check Appropriate Box) Purpose of Building � - - Utility Authorization No.��� Existing Service Amps / Volts Overhead M Underground M No.of Meters New Service a00_ Amps j 6 (dyQ Volts Overhead Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Oug..ets No.of Hot Tubs No.of Transformers Total 1 1 KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ED ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW N9.9f Sounding Devices Na'-b£Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP n OTHER• Cam 2 6>s MIXCovaage.PuMlauttothe leg Men"entsofMa%aChlcle S C xt Laws 4 [have aamentLiabiilitybunancePblicyinchxlingComp CovetageoritssubstaMe4walat YES NO [havEsubmitmdvalidproofofsametothe0 YESFT FyouhavEc rdp-dYES,pleas hxkatBthetypeofm SURANCE f BOND MIER � (Plea9especify) l� 1616 EViationD&� Es(nrlaled VahueofEbchical WA$ NotktoStart InspectionDateRegttested Rough Final >ignedunder`&-Pff& ofpetjuty. IRMNAME / 'l !✓l� L IicaiseNo. � j=L,o—. /�Y( )iSigr>a4ue ~ C- LiomseNo 1 usu BmTelNo. CJ l?K q9:3 diess— L. �-� C.�77 Ah Tel No. fi N 'SINSURANCEWAIVER,Iamaware dial drLicm--does nothavetbeinsuiancecovaQecritssulslambalequtvalentasw4medbyMassachusettsGeret Laws -id that my signattueon ffiis permit application waives this regmetrrent ?lease check one) Owner ® Agent ® � Telephone No. PERMIT FEE$ it Igna ure o caner or gen /-/����� U r The Commonwealth of Massachusetts d Department 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. Company name: I Address City: Phone#: Insurance.Co. Policv# Company name: Address City: Phone#: i Insurance Co. Policv# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment-as well-as_civil,penattiesinfheform jof-a_STOP.WORK_ORDER..and_afine_of,(.$1D0..00)_aday.against.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the infonnation provided above is true and correct. Signature Date Print name Phone.# Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing E] Building Dept ❑Check if immediate response is required p Licensing Board ❑ Selectman's Office Contact person: Phone#. r-1 Health Department Ei Other iz Date.................................. NOR7M Qf t,Sao^a�+ TOWN OF NORTH ANDOVER ' PERMIT FOR WIRING ,SSACMUSE� This certifies that .... . . ..... :. :... ... . ............................. has permission to rform. -/ . .. . .. ..........,..... ... . .,��f;�1'� wiring in/thewilding of ,f (. .:1. � :. .. . f.<:' ._ ............... at. ...... _: 'l�.f,� � North Andover,Mass. 'Z) / ;Fee........... ...- t........ Lic.No./ ............................................................ ELECTRICAL INSPECTOR Theck # 73 567 Commonwealth of Massachusetts Official Use eOn] Y Department of Fire Services Permit No.�,� Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGUL�AtIONS [Rev. 11/991 leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),Q73761 (PLEASE PRINT IN INK O E A INF RMATIO�) Date: City or Town of: To the Inspector ofWires: By this application the undersignedgives n ce of is or her inte 'on to perform the electrical work described below. Location(Street&N her) Q �rA a Owner or Tenant Telephone No.� Owner's Address V. Is this permit in conjunction with a building permit? 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 Completion of the followin 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 Swimming Pool Above rnd. In-rnd. ❑ Battt o e Units - cy ig tng No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones o Detection and No.of Switches No. of Gas Burners No. Initiating Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal El Other Connection No.of Dryers Heating Appliances Kit 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 Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: - k 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:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start:XNInspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under t e pain and penalties of perjury, that the information on this application is true and complete. FIRM NAME: a_sLIC.NO.: 1 53-1C Licensee: John S. Bassett Signature q 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 see does not have the liability insurance coverage normally o 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— Location �- No-. Date x �aRT� TOWN OF NORTH ANDOVER t•'•, .... _04 f� F 9 i ; ; Certificate of Occupancy $ 'ss�CMusEtt' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 111103 17125 �� G; Building Inspeoer FFR-AS-7RA4 A9 :A4 AM MARf:HTnwnaSLAS.rnrTATFR 7R1 4?R 9f S4 p_A1 IL - 0Lf 3- IS-V� i� 11 cn DRAINAGE & UTILITY r EA SEMEN T \A3 v � �� z °' � 100 �o rn �`'- 13544 S.F. ' OR 2 6 (A Q, �- 0.31 Ac. c, o, z C) m c Mc)) Qo � c 0 O,p to 38.7' O Ln O U N TOP OF C�7� 0 o - FOUNDATION { O ELEV.=278.19 C o 1 Q 0 ; , 23.3' ; m ; o,. =10( M'p�� 20.8' �� �� ^ _ 79.64' 100 �., O • j 0 N29-53344"E 220.57 MIFLES[ - °' Q'. pEACHTREr= LANA PROPOSED 40' WIDE WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS LOCATED ACS �nW�I 77�� 7�1lr a rnNcnak'c rvnrvoco VIN-1. 1 vtlN:r t'ICLI'MI<LU ICf IHr lC7NINC; I.Wy RLe'f-n5 TU ktUUIKLU SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F-E-M.A./H.U.D. FLOOD INSURANCE RATE MAP, ElY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0005 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 21 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. 62 ON AVE. SUITE I STONEHAAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1"=30' DATE: 2/3/04 °r Date.. .`.t.�... ..... i NORT" °et '.. ,6�"° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING This certifies that O A f>a G ........................ ................................................................. has permission to perform ... .�`� -e r r C C--�......... �........`.`................. wiring in the building of /.0. ..1....... ��cll ............................................ t la`C" ��r `�- L C................ .North Andover,Mass. at................ ......... ' Fee..................... Lic.No..169.35 .Jn ....... .... . ............................................ . ......... ELECTRICAL INSPECTO I S Check # 5 G 8 5 Official Use Only try � Permit Na rP De�untacart o�pude Satiety �� � Occupancy&Fee Checked ` BOARD OF FIRE PREVENTION REGULAY IONS 527 CMR 12:00 APPLICATION FOR PERMITOjERFORM ELECTRICAL WORK All work to be performed in accordancet'h thee`Massachusetts Electrical Code 527 C R 1 :00 (Please Print in ink or type all information) Date d� TO tirc)nsp- yr of low's: Town of North Andover The undersigned applies for a permit to perform L the electrical work described below. 1,�, ,, Location(Street&Number ohe � c9 I Pad \"Tl y C,AJXAV,&V44/^ G Owner or Tenant 22 060!hM¢_ �- Owner's Address eGl�'� 1 S� Ivo. Pwob uee,-- Is this permit in conjunction with a building permit Yes 0 � No 0 (Check Appropriate Box) Purpose of Building_ Utility Authorization No. O" Existing Service Amps Voits Overhead 0 Undgmd 0 No.of Meters New Service 160 Amps d Vohs Overhead 0 Undgmd�0 No.of Meters / Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Tole! No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA Above 0 In 0 No.of Lighting F'o3ures 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 Total No.of Detection and 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.pf Dishwashers Space/Area Heating KW Detection/Sounding Devices 0 Municipal 0 Other No.of Dryers Heating Devices KW Local Connection I No.of No.of Low Voltage No.V Water Heaters KW Signs Bailases Wiring No.Hydm 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 Y =NO have sub valid proof of same to the Office YES= NO - if you indicate the type ooveraae by checking the aapropreade box. SURANCE - 9ND - OTHER - (Please Specify) (J /O G�/ .._-/ (Ex 'ation Date) rmated Value of.Eleftrical Work$ Work to Start Inspection Date Resquested Rough 3LIF Final Signed under the Pe (ties of * r per FIRM NAME i /',/-Ir'�t�� LIC.NO. /7 �O�j /tom Licensee /4b�l Yti Ai9(/� Signature LIC.NO. /� �/ ����,,II Bus.Tel o. ?a ya t dress / �/v t?t A S� IHZ moi) i SKI. Q PAtt Tel.No. OWNER'S INSURANCE WAIVER: I am aware that the Licenses does not have the.insurance coverage or its substantial equivalent as required by Massachusetts Generai Laws.And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) l Telephone No. PERMIT FIS$ (Signature of Owner or Agent) Q of goRTF/ sA `L A �►;s r.o'E CERTIFICATE OF USE & OCCUPANCY s�`Mus TOWN OF NORTH ANDOVER Building Permit Number 456 Jan 16, 2004) Date: November 2, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 40 Lavender Circle MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Peachtree Development 231 Sutton Street \� North AvdoverXa 01845 Building Inspector NORT Town of yAndover No. 4S4 X. -M �z (`O ��- LyA K a dover, Mass., COCHICHEWICK ADRATED P'P�' S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System _ BUILDING INSPECTOIj THIS CERTIFIES THAT �= � ... � �`- '= �;---e _ , " ' `�•w ............ ....... ........................'+...T:.:R...:.:.-s�!�.. . ,..............r..................................... Foundation rjc A . b . . has permission to erect.......��, ,.�C ............... buildings on� °�.... .':.. !' f-;. -` r:.. .-,°.r:�.C.::�. .:........... Rough to be occupied as _ ....� � ,.,.... �,....f►... provided that the person accepting this permit shall in eery respect conform to the terms of the ap0kafion on file in Finalc)X-1 this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. u Grf in / PERMIT' EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION, STARTS ELECTRICAL INSPECTOR ['��] �' - s Rough ` _�...t.......:3:.:� A Servic ...........�.... ................ ............................................ BUILDING INSPECTOR mal Occupancy Permit Required to Occupy Building GAS INSPECT Display in a Conspicuous Place on the Premises — Do Not Remove r67�VC�7� P Y P l � No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner � � Street No.')-;)' .)�'"'S It V. �✓ Smoke Det. SEE REVERSE SIDE