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Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5'to 2.0" Over 2"
Temperature("F)
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F) 2"Runouts 1"and Less 1.25'to 2.0" 2.5"to 4"
Heating Systems
Low Pressure(Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Project Title: Belkin-O'Reilly Addition Page 4 of 4
Data filename:C:\Program Files\Check\REScheck\Belkin res check.rck Report date:03/23/08
Lj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud
bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the
manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted.
The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
Lj Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Heating and Cooling Equipment Sizing:
F-I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR
1310 and J4.4.
Circulating Hot Water Systems:
❑ Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
F1 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable
sources.Pool pumps have a time dock.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Project Title: Belkin-O'Reilly Addition Page 3 of 4
Data filename:C:\Program Files\Check\REScheck\Belkin res check.rck Report date:03/23/08
t
CNJ( REScheck Software Version 4.1.2
Inspection Checklist
Date:03/23/08
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-32.0 continuous insulation
Comments:
Above-Grade Walls:
• Wall 1:Wood Frame,16"o.c.,R-19.0 cavity+R-19.0 continuous insulation
Comments:
Windows:
• Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.300
Comments:
❑ Door 2:Glass,U-factor:0.300
Comments:
Floors:
❑ Floor 1:All-Wood JoistITruss:Over Unconditioned Space,R-19.0 cavity+R-19.0 continuous insulation
Comments:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfrn(0.944 Us)air movement from the the
conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and
shall be labeled.
Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
❑ Ducts are insulated per Table J4.4.7.1.
Duct Construction:
Project Title: Belkin-O'Reilly Addition Page 2 of 4
Data filename:C:\Program Files\Check\REScheck\Belkin res check.rck Report date:03/23/08
t
REScheck Software Version 4.1.2
Inspection Checklist
Date:04/02/08
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-30.0 continuous insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity+R-13.0 continuous insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Law-E,U-factor:0.300
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.310
Comments:
❑ Door 2:Glass,U-factor:0.310
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-19.0 continuous insulation
Comments:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the
conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and
shall be labeled.
Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
❑ Ducts are insulated per Table J4.4.7.1.
Duct Construction:
Project Title: Belkin-O'Reilly Addition Page 2 of 4
Data filename:C:\Program Files\Check\REScheck\Belkin rev.rck Report date:04/02/08
i
CNJ( REScheck Software Version 4.1.2
Compliance Certificate
Project Title: Belkin-O'Reilly Addition
Report Date:04/02108
Data filename:C:\Program Files\Check\REScheck\Belkin rev.rck
Energy Code: Massachusetts Energy Code
Location: Northampton,Massachusetts
Construction Type: 1 or 2 Family,Detached
Heating Type: Electric Resistance
Glazing Area Percentage: 29%
Heating Degree Days: 6404
Construction Site: Owner/Agent: Designer/Contractor:
27 Brookwood Drive Allen and Mary Jean Belkin-O'Reilly Jeffrey Bott
Florence,MA 01062 27 Brookwood Drive Jeffrey Bott Contracting
Florence,MA 01062 32 Pine Street
413-582-098 Florence,MA 01062
413-584-6251
fbott aol.
� jeffbottQaot.com
Compli Better Than Code Maximum UA:129 Your UA:126
Gross Cavity Cont. Glazing UA
Assembly Area or R-Value R-Value or D..
Ceiling 1:Flat Ceiling or Scissor Truss 560 30.0 30.0 10
Wall 1:Wood Frame,16"o.c. 824 13.0 110 28
Window 1:Vinyl Frame:Double Pane with Low-E 180 0.300 54
Door 1:Glass 42 0.310 13
Door 2:Glass 21 0.310 7
Floor 1:All-Wood JoistITruss:Over Unconditioned Space 554 19.0 19.0 14
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code
requirements in REScheck Version 4.1.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design
Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design
load as specified in Sections 780CMR 1310 and J4.4.
Jeffrey I�vt 1 LA 0 e
Name-Title cl� Date
Project Title: Belkin-O'Reilly Addition Page 1 of 4
Data filename:C:\Program Files\Check\REScheck\Belkin rev.rck Report date:04/02/08
Job Truss Truss figme
Qty Ply MBA Settings
0803159E V20 ROOFTRUSS I 1 Job Reference
Uni Forest Products,Belciertown,MA.01007 7.030 s Jan 3 2038 MiTak Industries,Inc. Thu Mar 13 13:59:44 2008 Page I
Val 10-0-0 20-0-0
10-0-0 10-0-0
3
4.00r12
2.411 3411
4
T
ST3
------------
2.4 II 3,4- 2.4 11 34 11
20-0-0
20-0-0
LOADING(psf) SPACING 2-M CSI DEFIL in (loc) 1/dell Ud PLATES GRIP
TCLL 65.0 Plates Increase 1.15 TC 0.81 Vert(LL) n/a n/a 999 MT20 1971144
(Roof Snow=65.0) Lumber Increase 1.15 BC 0.50 Vert(TL) n/a n/a 999
TCDL 100 Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 5 n/a rVa
BCLL 0.0
BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:51 Iti
LUMBER BRACING
TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Sheathed or 6-"oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid calling directly applied or 10-M oc bracing.
OTHERS 2 X 4 SPF Stud
REACTIONS (lb/size) 1=36020-M,5.-360720-0-0,7=50520-0-0,9=935120-M,6=935/20-"
Max Horz 1=-40(LC 9)
Max Upliftl=-26(LC 6),5---31(LC 7),9=108(1_C 8),6---108(LC 9)
Max Gravl=488(LC 2),5=488(LC 3),7=505(LC 1), - 317(LC 2),6=1317(LC 3)
FORCES (lb)-Maximum CompressitinlMaximum Tension
TOP CHORD 1-2=-181/166,2.3=-194/115,34=-194/115,45---181/166
BOT CHORD 1-9=0/35,8-9=0135,7-8=0/35,6-7=0/35,5E=0135
WEBS 3-7=475/89,2-9-1138263,4-6-1138/263
NOTES
1)Wind:ASCE 7-02,100mph;h=24ft;TCDL=5.Opsf,BCDL=5-Opsf,,Category 11,Exp C;enclosed.MWFRS(low-rise)and G-C Exterior(2)zone;cantilever left and right exposed Lumber DOL--1.60 plate grip
DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL ASCE 7-02;Pf=65.0 psf(flat roof snow);Category 11;Exp C,Partially Exp.;Ct--1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
6)Gable requires continuous bottom chord bearing.
7)One H2.5 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5.
8)One H2_5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)7,9,and 6.
9)This"a is designed in accordance with the 2003 International Building Code section 2305.1 and referenced standard ANSI/TPl 1.
LOAD CASE(S)Standard
MBA�MBA-Se
BA Setfi
IM-Sa
s--_TC6 LZUSOSIT 111 �Job Retexrence ' al OSM159B �tyky ngs bnivarsalFmst Producli,Belchertown, K-0100-7 7.030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13.59A2 2008 Page 1
4-0-0 0
4-0-0 4-0-0
2
4.Wrl2 4-
T1__ -- ----
ST1
3
_77
8-M
LOADING(psf) SPACING 2-" CS! DIEFIL in (loc) I/defl L/d PLATES GRIP
TCLL 65.0 Plates Increase 1.15 TC 0.67 Vert(LL) n1a n/a 999 MT20 1971144
(Roof Snow=65-0) Lumber Increase 1.15 BC 0.12 Vert(TL) r9a n1a 999
TCDL 10.0 Rep Stress Incr YES WEI 0-10 Horz(TL) 0-00 3 rila rVa
BCUL 0.0 Code IBC2003fTP 1 2002 (Matrix) Weight.171b
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc puffins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF Stud
REACTIONS (lb/size) 1=265/8-",3=26518-".4--525a" j
Max Horz 11=4 3(LC 9)
Max Uphill=-W(LC 6),331(LC 7).4--20(LC 6)
Max Gravl=364(LC 2),3--364(LC 3),4=526(LC 1)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 11-2-1106/62.2-3=106162
BOT CHORD 1-4=0/27,3-4=0127
WEBS 2-4=-447/168
NOTES (2)zone;cantilever left and right exposed: Lumber DOL=1.60 plate grip
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf,BCDL=5.0psf;Category 11;Exp C:enclosed;MWFRS(low-rise)and C-C Exterior
(2)
This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;PI=65.0 psf(flat roof snow);Category 11.Exp C,Partially Exp.;Ct--1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
6)Gable requires continuous bottom chord bearing.
7)One H2.5 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at it(s)1 and 3.
8)One H2.5A Simpson Strong-Tie connectors recommended to connect trims to bearing walls due to uplift at jt(s)4.
9)This buss is designed in accordance with the 2003 Intemationall Building Code section 2306.1 and referenced standard ANSIrrPI 1.
LOAD CASE(S)Standard
ICI
iI
Y
orb- --- -- Truss Truss Type Qty Ply_ MBA Settings
080315913 V12 ROOFTRUSS 1 1
Job Reference
Universal Forest Products,Beldnertown,MA.01007 -- 7.030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13:59:43 2009 Page 1
I
6-0-0 - - - --- -- 12-0-0-- - ----�
6-0-0 6-0-0
I
i
I
2
4M 1z
1
3
Wo, h4 11 h10
----- ----- ----
12-0-0
LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft Ind PLATES GRIP
TCLL 65.0 Plates Increase 1.15 TC 0.85 Vert(LL) n/a - We 999 MT20 1971144 j
(Roof Snow=65-0) Lumber Increase 1.15 BC 0.68 Vert(TL) n/a - n/a 999 MT18H 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 000 3 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight 281b
BCOL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 64).0 oc puriins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing.
OTHERS 2 X 4 SPF Stud
REACTIONS (lb/size) 1=345/124)-0,3=345/12-0-0,4=1045/12-M
Max Horz 1=-22(LC 9)
Max Upliftl=-34(LC 6),3=J7(LC 9),4---"LC 6)
Max Grav1=527(LC 2),3=527(LC 3),4=1045(LC 1)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2---218/128,23=-218/128
BOT CHORD 1-4--0/58,3-4--0/58
WEBS 2-4=-831/271
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft TCDL=5.Opsf,BCDL=5.Opsf;Category Il;Exp C;enclosed;MWFRS(low-rise)and C-0 Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pf--65.0 psf(flat roof snow);Category II;Exp C.Partially Exp-;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
6)All plates are MT20 plates unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)One H2.5 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at it(s)1 and 3.
9)One H2.5A Simpson Strong-Tie connectors recommended to conned truss to bearing walls due to uplift at jt(s)4.
10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUTPI 1.
LOAD CASE(S)Standard
i
i
I
i
l�
i
I
* ^
. �
Trus
0 Job Truss Type Ply Settings
0803159B vie ROOFTRUSS
Universal Forest Products,Belchertown,MA.01667- 7.030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13:59:43 211 lag.11
TCLL 65_�lj plates Increase 1.15 MT20 197/144
(Roof Snow - n1a 999
TCDL 10. Lumber Increase 1.15 BC 0.15 Vert(TL) n/a
Rep Stress Incr YES WB 0.19 Hotz(TL) 0.00 5 We We
BCLL 0.) Code IBC2003ITP12002 (Matrix) Weight 40 lb
LUMBER BRACING
BOT CHORD 2 X 4 SPF No-2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
FORCES (lb)-Maximum Compression/Maximum Tension
NOTES ate grip
1)VVind:ASCE 7-02;100mph:h--24ft;TCDL=5.Opsf,BCDL=5.Opst,Category 11;Exp C,enclosed:MWFRS(low-rise)and C-C Exterior(2)zone,cantileverleft and right exposed Lumber DOL=1.60 pl
DOL=1-33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL ASCE 7-02;Pf--65.0 psf(flat roof snow);Category 11;Exp C,Partially Exp.;Ct--1
3)Unbalanced srx)w loads have been considered for this design.
4)This truss has been designed for a 10.0 pelf bottom chord five load nonconcurrent with any other live loads.
5)As requested,plates have riot been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility ofthe
fabricator to increase plate sizes to account for these factors.
6)Gable requires continuous bottom chord bearing.
7)One H2.5 Simpson Stivlg-Tie connectors recommended to.conned truss to bearing walls due to uplift at jt(s)1 and 5.
8)One H25A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)7,8,and 6.
9)This truss is designed in accordance with the 2003 International Building Code section 230B.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Tr uss Truss
Type Qty Ply MBA Settings
08031596 T1GDR FINK
2 Job Re_
Universal Forest Products,Belcherkwim,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13:59:412008 Page 1
-1-0-0 6-4-8 1 1-0-0 15-7-8 —2-2-0-0 23-0-0
1-0-0 6-4-8 4-7-8 4-7-8 6-4-8 1-0-0
4
x.0012
34
3 2.4,
_-5
--T1
2
81 7
10
1W2 IZ112
7-11-0 14-1-0 22-0-0
7-11-0 6-2-0 7-11-0
Plate OffsetsAY112:0-2-8, MLL6-cQ-fl,070�-o
LOADING(psf) SPACING 2-M CSI DEFL in (loc) Wall Ud PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.67 Vert(LL) -0.30 B-10 >864 240 MT20 197/144
(Ground Snow--'5.6) Lumber Ir 1�105 BC 084 Vert(TL) -0.54 8-10 >486 180
Stress"r
TCDL 16.0 WEI 0*79 Horz(TL) 0.10 6 n1a n1a
BCLL 0.0 Code IBC20031TPI2002 (Matrix) Wind(LL) 0.14 8-10 >999 360 Weight:257 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 3-9-12 oc purlins.
BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud-Exoapt*
W2 2 X 4 SPF No.2,W3 2 X 4 SPF No.2
REACTIONS (lb/size) 2=7638/0-6-2(input: 038),6--7638/0-8-2(input: 0-3-8)
Max Horz2=63(LC 7)
Max Uplir2=-1023(LC 5),6=-1023(LC 6)
Max Grav2--7790(LC 2),6--7790(LC 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=(V62,2-3---16320/2088,3-4=-15910/2046,4-5=-1591012046.5-6---16320/2088,6-7=O/o^2
BOT CHORD 2-10=1964/15401,9-10=-1351/11079,8-9=-1351/11079,6-8=-1918/15401
WEBS 3-10=-746/160,4-10=-790/6412,44-790/154112,5-8---7461160
NOTES
1)2-ply truss to be connected together with 10d(0.148'X3")nails as follows:
Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc.
Webs connected as follows:2 X 4-1 raw at G-"oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf,BCDL=5.Opsf,Category 11,Exp C;enclosed.-MWFRS(low-rise),cantilever left and right exposed, Lumber
DOL=11.60 plate grip DOL=11.33.
4)TCLL ASCE 7-02-,Pg=55.0 psf(ground snow);Pi psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct--1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
bads.
7)This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads.
8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
9)WARNING:Required bearing size at joint(s)2,6 greater than input bearing size.
10)LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 6.
11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12)Girder carries tie-in span(s):22-0-0 from 0-0-0 to 22-M
13)Use Simpson Strong-Tie MUS28(8-10d Girder,4-10d Truss)or equivalent spaced at 2-"oc max.starting at 0-1-12 from the left end to 21-104 to connect
truss(es)???(I ply 2 X 4 SPF)to front face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
15)1 Hurricane ties must have two studs inline below the truss.
LOAD CASE(S)Standard
1)Snow:Lumber Increase=1-15,Plate Increase=11.115
Uniform Loads(plf)
Vert:2-6---596(F=-576),1-4=-97,4-7=-97
1 Uob __]Tluss-T-1pe MBA Settings
0803159B T1GE GABLE
Job .L
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 20DO MiTek Industries,Inc. Thu Mar 13 1 -.59A42 2008 P 1
In
SPACING
TCLL Plates Increase -15 TC 022 Vert(LL) -0.01 13 n1r 180 `20 197/144
(Growund Lumbar Increas 1.15 BC 0:08 Vert(TL) -0.01 13 n/r 80
1 Code IBC I
LUMBER BRACING
BOT CHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Max Horz2--56(LC 8)
FORCES (lb)-Maximum CompressiontMaximurn Tension
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5-Opst,BCDL=5.Opsf,Category 11;Exp C;enclosed:MWFRS(low-rise)and C-C Extenor(2)zone;cantilever left and right exposed Lumber DOL=1.60 plate grip
DOL=1.33.This tntss is designed for C-C for members and forces,and for MWFRS for reactions specified-
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail"
3)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf--38.5 psf(flat roof snow),Category 11;Exp C,Partially Exp.;Ct--1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 3B.5 psf on overhangs non-concurrent with other live
6)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads.
7)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these fack".
8)All plates are 2x4 MT20 unless otherwise indicated.
9)Gable requires continuous bottom chord beanng.
10)Gable studs spaced at 2-13-0 oc-
11)One H2.5A Simpson Strong-Tie connectors recommended to conrmK;t truss to bearing walls due to uplift at it(s)2,12,20,21,22,23,17,16,15.and 14.
12)This truss is designed in accordance with the 2003 International Builchng Code section 2306.1 and referenced standard ANSItTPl 1.
LOAD CASE(S)Standard
4'Job 7Truss_ i__ MY S --------
T MBA�
0803159B T1 FINK 3 1F
Lhnivi Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13:59:40 2008 Pagel
SPACING 2-M DEFIL in Well Ud PLATES GRIP
TCLL 38.5 Plates Increase 1.16 Vert(LL) -0.16 8-0 �999 240 MT20 197/144
nd Snow--55.0) Lumber Increase 1.15 C 0.97 Vert(TL) -0.33 8-10 >792 180
L Rep Stress Incr YES BC
LOADING(psf)
LUMBER BRACING
TOP CHORD 2 X 4 SPF No-2 TOPCHORD Sheathed or 2-7-15 oc pudins.
BOT CHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 6-M oc bracing.
REACTIONS (lb/size) 2=1381/0-3-6,6=138110-3-8
Max Horz2--56(LC 8)
Max Grav2=1533(LC 2),6--1533(LC 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/22,2-3---29341878,34--24711793,4-5---24711793,5-6---2934/878,6-7=0/22
BOT CHORD 2-1 0=-743r2635,9-10=-457/1815,8-9=-45711815,6-8---743r2635
NOTES
1)Wnd:ASCE 7-02;100mph;h=24ft,TCDL=5.Opsf,BCDL=5.Opsf;Category 11,Exp C;enclosed-,MWFRS(low-rise)and C-C Extenor(2)zone;cantilever left and
rightexposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 pst(ground snow);Pf--38.5 psf(flat roof snow);Category it:Exp C;Partially Exp.;Ct-1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof bad of 38.5 psf on overhangs non-concurrent with other live
.5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)As requested,plates have riot been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
faMcator to increase plate sizes to account for these factors.
7)One H2.5A Simpson Strong-Tie connectors recommended to connect Vuss to bearing wads due to uplift at jt(s)2 and 6.
8)This truss is designed in accordance with the 2003 International Budding Code section 2306.1 and referenced standard ANSIfTPI 1.
LOAD CASE(S)Standard
d1joti ""T MBA Settings
08031-159B LPCJ)RC,7 �P'y Job Reference(opbona
Universal Forest Products,Belchertown,MA.01007 7-030 s Jan 3 2008 MiTek Industries,Inc. Thu Mar 13 13:59:39 2008 Page I
k12 214 It 4MLt2
16-9-12 21-10-12
LOADING(psf) SPACING 24)-0 CS1 DEFIL in (toc) Vdefl L/d PLATES GRIP
jP
TCLL 38.5 Plates Increase 1-15 TC 0.94 Vert(LL) -0.36 2-14 >560 240 MT20 197/144
(Ground Snow--55.0) Lumber Increase 1.15 BC 0-85 Vert(TQ -0.93 2-14 >214 180
TCDL 10.0 Rep Stress Incr YES W13 0.65 Horz(TL) 0.10 12 n1a n/a
BCLL 0.0 Code fBC2003(TPI220W (Matrix) WinI 0.09 2-14 >9N 360 Weight:113 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2'FxcW TOP CHORD Sheathed or 2-11-15 oc pudins.
T4 2 X 4 SPF 16WF I-5E BOTCHORD Rigid ceiling directly applied or 6-"oc bracing, Except:
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud
FORCES (lb)-Maximum Compressionflilaximurn Tension
NOTES
1)Wind:ASCE 7-02;100mph;hI TCDL=5.Opst,BCDL=5.OW,Category 11;Exp Q enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and
fightexposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for membem and forces,and for MWFRS for reactions specified.
2)TCLL ASCE 7-02:Pg=55.0 psf(ground srKw);Pl--38.5 psf(flat roof snow);Category 11;Exp C;Paftally Exp.,Ct--1
3)Unbalanced arm loads,have bew considered for this design.
4)This hiss has bow designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on ovethangs non-concuffent with other live
5)This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6)As requested,plates he"not been designed to provide for Wacerrent tolerances or rough handling and erection conclitions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
T)Bearing at joint(s)2 considers parallel to grain value using ANSIfrPI I angle to grain formula. Building designer should verify capacity of bearing surface.
8)One H2.5A Simpson Strorig-Tie connectors recommended to connect bruss to bearing walls due to uplift at As)2,11,12,and 9.
9)This truss is designed in acoordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIfTPl 1.
LOAD CASE(S)Standard
i
Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413-584-6251
Re: Belkin door and window schedule
Window Schedule
A-1 Paradigm DH2848 white
A-2 Paradigm DH3260 white egress
A-3 Paradigm DH3260 white egress
A-4 Paradigm DH3260 white egress
A-5 Paradigm DH2848 white
A-6 Paradigm DH2848 white
A-7 Paradigm DH2848 white
A-8 Paradigm DH2848 white
A-9 Paradigm DH2836 white
A-10 delete
A-11 Paradigm DH2848 white
A-12 Paradigm DH2848 white
A-13 Paradigm DH2848 white
Door Schedule
D-1 5'0x6-8 double bi-fold Atherton-molded, solid core, smooth
D-2 4'0x6-8 double bi-fold Atherton-molded, solid core, smooth
D-3 re-use existing, no change
D-4 re-use existing,no change
D-5 4'0x6-8 double bi-fold Atherton-molded, solid core, smooth
D-6 re-use existing
D-7 2'l Ox6-8 LH Atherton-molded, solid core, smooth
D-8 5'0x6-8 double 15 lite white primed wood and composit
D-9 4'0x6-8 double bi-fold Atherton-molded, solid core, smooth
D-10 2'2x6-8 RH Atherton-molded, solid core, smooth
D-11 5'0x6-8 double 15 lite white primed wood and composit
E-1 3'0x6'8 RH Therma-Tru fiberglass, flush glazed
full view
E-2 Paradigm PD2P7280 Sliding patio door
¢�t1AMp�,
O �
z
� � �1'+iassachitsetfs
DEPARTMENT OF BUILDING INSPECTIONS
INSPECTOR 212 Main Street • Municipal Building '
Northampton, MA 01060
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as iris/her construction supc:_ .-; or. T he state defines "Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends to be, a one or two family
dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a
home owner."
The building department for the City of Northampton wants any person's) who seek to
use the home owner exemption, to act as their own construction supervisor, to be aware
that by doing so you become responsible for compliance with state building codes
and regulations. The inspection process requires that the building department be called
to inspect work at various stages, which include foundation/footings (before backfill),
sonotube holes (before pour), a rough building inspection (before work is
_concealed), insulation inspection (if required) and a final building inspection, The
building department requires these inspections before the work is concealed, failure to
secure these inspections can result in failure to obtain a certificate of occupancv
until the work can be inspected.
If the homeowner hires other trades to perform work (electrical, plumbing& gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
permits in conjunction to the building permit issued, and that they get their required
inspections. Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
I, understand the above.
(Home owner/resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me.
Date
Address of work
location
i a • �
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
d 600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Auulicalll iilf01-1U:1LJ011 Please Print Legibly
Name (Business/Organization/Individual): Q;tm,�—P etwt o,
Address: 3Z TWA, 5Ta6ex
City/State/Zip: F ZT` JV\CtL, VVUk OkOGO Phone.#: sg'�
Are you an employer?Check the appropriate box:
4. I am a general contractor and I Type of project(required):
1.[A I am a employer with ❑ g 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling
ship and have no employees These sub-contractors have g_ ❑Demolition
working ::r nee iII auy capacity. employees and have workers'
co insurance.$ 9. ❑Building addition
[No workers' comp.insurance comp. 10. Electrical repairs or additions
required.] 5. ❑ We are a corporation and its ❑ P
3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions
myself o workers'co right of exemption per MGL
y � comp. 12.❑Roof repairs
insurance required.]t c. 152, §1(4),and we have no 13.❑Other
employees. [No workers'
comp.insurance required.]
*Any-appplicant that checU box 91 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
*Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: N 55 O(C ANTa D EM P`D7 fv--S lv�S C
Policy#or Self-ins. Lic.#:0Cr_S°°O0 441.0( Z o0"1 Expiration Date: 61 2-S�2 00 e
Job Site Address: Z_7 D�—' City/State/Zip: 'e71-0tZe(r)c4t, MA
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investizations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Si ature: Date: 3 o C7
Phone#: J 6 2 5
Official use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
SECTION 8—CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: ` Not Applicable ❑
Name of License Holder: I.—V_ ► ��,-}`�
License Number
i Address Expiration Date
� t
Signatur Telephone lC 6�ZOoG�
9.Reasteredlonie.iiriRtoveirient Contfaator. Not Applicable ❑
o
Company Name Registration Number
3z_ Rw%-e- sT- -ZS- 08
Address ( ` Expiration Date
ITelephone
SECTION 10-WORKERS'COMPENSATION 1NSURANCE,AFFIDAVIT(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....... No...... ❑
�1 �oriQvr= gi
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780. Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-vear period shall not be considered a homeowner.
Such"homeowner"shall submit to the-Building Official,on a farm acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House Addition ® Replacement Windows i Alteration(s) Roofing
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[0] Other[E j
Brief Description of Proposed
Work: 2cS�VYL 1 (3 ASP U�ed�- iKd0�1 tOc/�
--- - - ---•--- - T` AJ
Rlteratic Gf ex.�stln,bedroom�_Yes No Adding Yes � No rj i
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
C lf=i+levee Ytioase�rid�r ac7ctitioWto-existin housx 0win`'":
a. Use of buil ' :One Family Two Family Other
b. Number of rooms i ach family unit: Number of Bathrooms Z r ew
c. Is there a garage attached. 1 370 S S y6
C]. rroposed Square iGOtage of new,CGii �uv On. 16 + Di „sionc
e. Number of stories?
f. Method of heating? ���G�a'tc. 4� s-S Fi laces or Woodstoves Number of each
g. Energy Conservation Compliance. Mass ck Energy Compliance form attached? �-
h. Type of construction W 00 D Er4ktrie.
i. is construction within 100 ft.of wetlands? Yes o. s cons ru ion wi i es - No
j. Depth of basement or cellar floor belo finished grade
t
k. Will building conform to the Buil ' g and Zoning regulations? Yes No.
1. Septic Tank City S er Private well City water Supply _
SECTION 7a-OWNER.AUTHORIZATION-TO BE COM W
PLETED WHEN
OWNERS AGENT OR'CONTRACTOR APPLIES FOR-BUILDING PERMIT
as Owner of the subject
property rn
hereby authorize
to act on my behalf,in all matte re ative to Ovork puthoriZed by this building permit pplicat'on.
Signature of Owner Date
as Owner/Authorized
Agent hereby de fare that ,e statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Print Name
Signature of O ner get Date
a . . . *A*4049-
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontage too
Setbacks Front �e
Side L:..-...—_ R: U— L:'1$ Ra_ Y: I0 �
Rear
Building Height '"` 1 $
Bldg. Square Footage
Open Space Footage %
(Lot area minus bldg&paved p39�y;
parking)
#of Parking Spaces —�-
Fill:
(volume&Location)A. Has a Special Perm it/Variance/Finddiin\g ever been issued for/on the site?
1'1/'1AIT V111l1111/ [__J VCC ( 1 __________
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO Q DON'T KNOW 0 YES 0
IF YES: enter Book Page. and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO JV DONT KNOW 0 YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained 0 Date Issued:
C. Do any signs exist on the property? YES 0 NO }
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES Q NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
f
Department use on
City of Northampton Statu'sflfPermit �
ilcing Department Curb Cut---A11 way. -erm�t z
(� ( M in Street Sewerl5epttcAvaIlWity
L l9 l t,, L5
�� l m 100 YNafer(WeliAV W46iG x
3 M
Northarri t n, MA 01060 Two SetsafStrucfura�l Ptans4
hen 4 87-1 Fax 413-587-1272 PlotfSJ16Plans
i. APf ..
Other pectfy _ -
APPL T-dpN TO,,G;f-S--- T,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
i tOW
SECTION 1 SITE INFORMATION------
1.1 Property Address: This section to be completed by°office
20 lgm 0 l(-im t v) Of-w-t Map Lot , Unit:
��t'XZ.t_lr1C Z w1JA a k o4 Z Zone U Overlay District-
Elm St.District CB District
SECTION 2 PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
AIkty, ��<<<+v".-4-�t�-�.)GQh �•-�
Nam Print) Current Mailing Address:
��,� , (� -5g
Z 9A
i Telephone Do
Signature
2.2 Authorized Agent:
e
Name(Print) Current Mailing Address:
'5?4 625
Signature Telephone
SECTION 3 ESTIMATED'CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building Q q (a)Building Permit Fee
2. Electrical a� — (b)Estimated Total Cost of
Construction from 6
3. Plumbing Spa Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection ZS�D
6. Total=(1 +2+3+4+5) 0 ( �7QU Check Number ��s' v
This Section For Official Use Only
ate
Building Permit Number. Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
M
File#BP-2008-0846
APPLICANT/CONTACT PERSON Jeffrey Bott
ADDRESS/PHONE 32 Pine Street FLORENCE (413) 584-6251
PROPERTY LOCATION 27 BROOKWOOD DR
MAP 29 PARCEL 383 001 ZONE URA
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out 04 4rA4
Fee Paid '
Tyneof Construction: CONSTRUCT 8 X 22 BEDRM,370 SO FT FAMILY RM &6 X 15 FRONT PORCH
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 053157
3 sets of Plans/Plot Plan
THE F0,YLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
I ATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
1�
Signature of t ding Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
.k Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning&Development for more information.
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27 BROOKWOOD DR = ..,. :' BP=2008-0846
UIS#: COMMONWEALTH OYMA�9ACHUSETTS
Maa-Blogk:29-383 CITY OF NORTHAMPTON.
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Cate&o
a: BUILDING PERMIT
Permit# BP-2008-0846
Proiect# JS-2008-001292
Est. Cost:$101000.40
Fee: $286:50 PERMISSION IS HEREBY GRANTED'TO:
coast. lass: Contractor: License:
Use Grouv: Jeffrey Bott 053157
Lot'Size(sQ.ft.): 15812.28 Owner. BELKIN:ALLEN L&
Zoning.URA AAAleatet: Jeffrey BOtt
A„T- 97 BROOKWOOD nR
L._...w :�__-_
Arrnlicant Address: Phone: Insurance:
- 2 P. Ine Street (413) 584-6251 Workers
Compensation
FLORENCEMA01062 LSSUED ON dl9/2008 0.00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 8 X 22 BEDRM,370 SQ FT FAMILY
RM & 6 X 15 FRONT PORCH
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Iuspeetor,of Plumbing ;psp"jar.gf Wiring D.P.W, Building Inspector
d
budir rOtt tt '
- ,k `Serviee: Meter..
Footings:
Rough:5'4 '7 y t Rough: House# Foundation:
Driveway Final: V
Final-V-409 Final: / sV*P
Rough Frame:
Gast Fire Department Fireplace/Chimney:
Rough: Ot... Insulation:('�'k
Final: Smoke: Final: aft 1,tI
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS. -
Ceftjftatcof OCCUR . Signature:
FeeType: Date Paid: Amount:
Building i 4/9/2008 0:00:00 $286.505076
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Building Commissioner Anthony Patillo