25C-114 (3) 4 94 BEAM AND GIRAERD' 1 t G ORED UNU
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W 10 BEAMS F 50k31 F 50 ksi
4, W Shapes
Maximum factored uniform loads in kips
for beams laterally supported
For beams laterally unsupported, see page 4 -139
r Designation_ W 10 W 10 _ W 10 i; Deslgnatic:
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4 120 1 94 j 1
1 132 130 112 96
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' 11 150 128 106 100 85 71 I I 59 51 44 34
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14 118 100 83 78 67 56 46 40 34 27I
15 110 94 78 73 63 52 43 37 32 25 I
16 103 88 73 69 59 49 j 41 35 30 23
17 97 83 68 65 55 46 1 38 33 28 ii I
18 92 78 65 Ij 61 43 36 31 27 2
119 87 74 61 � 4 41 34 30 25 1 2 7 1
, 20 82 70 i 58 55 47 39 32 28 24 :i
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Z,, in.' I 54.9 46.8 38:6
38.8 ill 36.6 31.3 26.0 '21.6 18 7 16.0 12 t 1 2, it
pr, W, kip -ft i 1650 1400 1160 1100 939 780 648 561 480 ' 376 g „kip -ft
e,,V„ kips 95.4 84.4 76.2 84.8 72.5 65.9 l,i 69.1 65.5 62.0 1 506 ? y, V„ kips
} i 4R1 kips 54.7 44.3 38.5 { 35.2 28.4 22.5 j 25.4 22.5 19.8 146 t, eR, kips
4R2 kips/in. 17.5 15.8 14.5 i t 15.0 13.0 12.0 12.5 12.0 11.5 950 W R2 kips/in
(1), kips 58.8 46.4 37.1 42.3 31.7 25.4 28.3 24.4 20.7 137 11 y,R3 kips
0 / R4 kips/in. 7.41 6.43 6.23 5.47 4.18 4.08 4.18 4.48 4.88 356 4 a v, H kips/u.
Or R6 r R6 kips 53.8 42.2 33.1 38.5 28.8 22.7 25.5 21.3 17.4 113 y, R kips
kips /irt. 9.88 8.58 8.31 [ 7.29 5.58 5.45 ij 5.57 5.98 6.51 4 k , 9, Re kil sr n.
' 0 R (N= 3 kips 85.9 70.0 60.1 � j 62.2 47.0 1 40.4 I II 43.6 40.8 38.6 1 268 a 1R (N 3 k
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• 'Indicates noncornpact shape; F 50 ksi. Load above he: ;;
.',I Load above heavy line is limited by design shear strength. Values of R in t:
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CI REScheck Software Version 4.4.3
Comp Cert
Project Title: Simmer Garage Conversion
Energy Code: 2009 IECC
Location: Northampton, Massachusetts
Construction Type: Single Family
Project Type: Addition /Alteration
Heating Degree Days: 6404
Climate Zone: 5
Construction Site: Owner /Agent: Designer /Contractor:
3 Grant Ave Stephen Simmer Stephen Yoshen
Northampton, MA 01060 56 Grant Ave. P. O. Box 41
Northampton, MA 01060 Cummington, MA 01026
4135860145 4136957801
stephen.simmer@verizon.net
Compliance: Passes
Compliance: 11.4% Better Than Code Maximum UA: 123 Your UA: 109
The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Gross Cavity Cont. Glazing UA
Assembly Area or R -Value R -Value or Door
Perimeter U- Factor
Ceiling 1: Cathedral Ceiling 600 20.0 14.0 17
Will 1: Wood Frame, 16" o.c. 240 13.0 15.0 6
Window 1: Other 20 0.330 7
Window 2: Other 20 0.330 7
Door 1: Glass 40 0.290 12
Wall 2: Wood Frame, 16" o.c. 170 13.0 15.0 6
Window 3: Other 14 0.330 5
Wall 3: Wood Frame, 16" o.c. 40 13.0 15.0 1
Wall 4: Wood Frame, 16" o.c. 150 13.0 15.0 4
Window 4: Other 14 0.330 5
Window 5: Other 14 0.330 5
Wall 6: Wood Frame, 16" o.c. 40 13.0 15.0 1
Wall 7: Wood Frame, 16" o.c. 170 13.0 15.0 5
Window 6: Other 14 0.330 5
Window 7: Other 14 0.330 5
Widow 8: Other 14 0.330 5
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 336 0.0 21.0 13
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other / OCi
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in
REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature ate
/X'0 /1-1(/ ®�isQr ,-- Des m / s X 15
. i
Project Title: Simmer Garage Conversion Report date: 09/24/12
Data filename: C:\ Users \ssimmer\Documents \REScheck \family room.rck Page 1 of 5
780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS
FLOORS
780 CMR TABLE 5502.3.1(1)
FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
(Residential Sleeping Areas, Live Load = 30 sf, L/A = 360)
JOIST DEAD LOAD = 10 psf DEAD LOAD = 20 psf
SPACING SPECIES AND 2x6 I 2x8 1 2x10 1 2x12 2x6 1 2x8 I 2x10 1 2x12
(inches) GRADE Maximum floor joist spans
(ft.- in.) (ft.- in.) (ft.- in.) (ft.- in.) (ft.- in.) (ft.- in.) (ft.- in.) (ft.- in.)
Douglas fir -larch SS 12- 6 16- 6 21- 0 25- 7 12- 6 16- 6 21- 0 25- 7
Douglas fir -larch #1 12- 0 15 -10 20- 3 24- 8 12- 0 15- 7 19- 0 22- 0
Douglas fir -larch #2 11 -10 15- 7 19 -10 23- 0 11- 6 14- 7 17- 9 20- 7
Douglas fir -larch #3 9- 8 12- 4 15- 0 17- 5 8- 8 11- 0 13- 5 15- 7
Hem -fir SS 11- 10 15- 7 19 -10 24- 2 11- 10 15- 7 19 -10 24- 2
Hem -fir #1 11 -7 15 -3 19 -5 23 -7 11 -7 15 -2 18 -6 21 -6
Hem -fir #2 11 -0 14 -6 18 -6 22 -6 11 -0 14 -4 17 -6 20 -4
12 Hem -fir #3 9- 8 12- 4 15- 0 17- 5 8- 8 11- 0 13- 5 15- 7
Southern pine SS 12- 3 16- 2 20- 8 25- 1 12- 3 16- 2 20- 8 25- 1
Southern pine #1 12- 0 15 -10 20- 3 24- 8 12- 0 15 -10 20- 3 24- 8
Southern pine #2 11- 10 15- 7 19 -10 24- 2 * 11- 10 15- 7 18- 7 21- 9
Southern pine #3 10- 5 13- 3 15- 8 18- 8 9- 4 11- 11 14- 0 16- 8
Spruce - pine -fir SS 11- 7 15- 3 19- 5 23- 7 11- 7 15- 3 19- 5 23- 7
Spruce - pine -fir #1 11- 3 14 -11 19- 0 23- 0 11- 3 14- 7 17- 9 20- 7
• Spruce- pine -fir #2 11- 3 14 -11 19- 0 23- 0 11- 3 14- 7 17- 9 20- 7
Spruce - pine -fir #3 9- 8 12- 4 15- 0 17- 5 , 8- 8 11- 0 13- 5 15- 7
. Douglas fir -larch SS 11- 4 15- 0 19- 1 23- 3 11- 4 , 15- 0 19- 1 23- 0
Douglas fir -larch #1 10- 11 14- 5 18- 5 21- 4 10- 8 13- 6 16- 5 19- 1
Douglas fir -larch #2 10- 9 14- 1 17- 2 19 -11 9- 11 12- 7 15- 5 17 -10
Douglas fir -larch #3 8- 5 10- 8 13- 0 15- 1 7- 6 9- 6 11- 8 13- 6
Hem -fir SS 10 -9 14 -2 18 -0 21 -11 10 -9 14 -2 18 -0 21 -1I
Hem -fir #1 10- 6 13- 10 17- 8 20- 9 10- 4 13- 1 16- 0 18- 7
Hem -fir #2 10- 0 13- 2 16 -10 19- 8 9- 10 12- 5 15- 2 17- 7
16 Hem -fir #3 8- 5 10- 8 13- 0 15- 1 7- 6 9- 6 11- 8 13- 6
Southern pine SS 11- 2 14- 8 18- 9 22 -10 1 11- 2 14- 8 18- 9 22 -10
Southern pine #1 10- 11 14- 5 18- 5 22- 5 10- 11 14- 5 17-11 21- 4
Southern pine #2 10- 9 14- 2 18- 0 21- 1 10- 5 13- 6 16- 1 18 -10
Southern pine #3 9- 0 11- 6 13- 7 16- 2 8- 1 10- 3 12- 2 14- 6
Spruce- pine -fir SS 10- 6 13- 10 17- 8 21- 6 10- 6 13- 10 17- 8 21- 4
Spruce - pine -fir #1 10- 3 13- 6 17- 2 19 -11 9- 11 12- 7 15- 5 17 -10
Spruce- pine -fir #2 10- 3 13- 6 17- 2 19 -11 9- 11 12- 7 15- 5 17 -10
Spruce - pine -fir #3 8- 5 10- 8 13- 0 15- 1 7- 6 9- 6 11- 8 13- 6
Douglas fir -larch SS 10- 8 14- 1 18- 0 21 -10 10- 8 14- 1 18- 0 21- 0
Douglas fir -larch #1 10- 4 13- 7 16- 9 19- 6 9- 8 12- 4 15- 0 17- 5
Douglas fir -larch #2 10- 1 12- 10 15- 8 18- 3 9- 1 11- 6 14- 1 16- 3
Douglas fir -larch #3 7- 8 9- 9 11- 10 13- 9 6- 10 8- 8 10- 7 12- 4
Hem -fir SS 10- 1 13- 4 17- 0 20- 8 10- 1 13- 4 17- 0 20- 7
Hem -fir #1 9- 10 13- 0 16- 4 19- 0 9- 6 12- 0 14- 8 17- 0
Hem -fir #2 9- 5 12- 5 15- 6 17 -1 8- 11 11- 4 13- 10 16- 1
19.2 Hem -fir #3 7- 8 9- 9 11- 10 13- 9 6- 10 8- 8 10- 7 12- 4
Southern pine SS 10- 6 13- 10 17- 8 21- 6 10- 6 13- 10 17- 8 21- 6
Southern pine #1 10- 4 13- 7 17- 4 21- 1 10- 4 13- 7 16- 4 19- 6
Southern pine #2 10- 1 13- 4 16- 5 19- 3 9- 6 12- 4 14- 8 17- 2
Southern pine #3 8- 3 10- 6 12- 5 14- 9 7- 4 9- 5 11- 1 13- 2
Spruce- pine -fir SS 9- 10 13- 0 16- 7 20- 2 9- 10 13- 0 16- 7 19- 6
Spruce- pine -fir #1 9- 8 12- 9 15- 8 18- 3 9- 1 11- 6 14- I 16- 3
Spruce - pine -fir #2 9- 8 12- 9 15- 8 18- 3 9- 1 11- 6 14- 1 16- 3
Spruce - pine -fir #3 7- 8 9- 9 11- 10 13- 9 6- 10 8- 8 10- 7 12- 4
Douglas fir -larch SS 9- 11 13- 1 16- 8 20- 3 9- 11 13- 1 16- 2 18- 9
Douglas fir -larch #1 9- 7 12- 4 15- 0 17- 5 8- 8 11- 0 13- 5 15- 7 .
Douglas fir -larch #2 9- 1 11- 6 14- 1 16- 3 8- 1 10- 3 12- 7 14- 7
Douglas fir -larch #3 6- 10 8- 8 10- 7 12- 4 6- 2 7- 9 9- 6 11- 0
Hem -fir SS 9 -4 12 -4 15 -9 19 -2 9 -4 12 -4 15 -9 18 -5
Hem -fir #1 9- 2 12- 0 14- 8 17- 0 8- 6 10- 9 13- 1 15- 2
Hem -fir #2 8- 9 11- 4 13- 10 16- 1 8- 0 10- 2 12- 5 14- 4
24 Hem -fir #3 6- 10 8- 8 10- 7 12- 4 6- 2 7- 9 9- 6 11- 0
Southern pine SS 9- 9 12- 10 16- 5 19 -11 9- 9 12- 10 16- 5 19 -11
Southern pine #1 9- 7 12- 7 16- 1 19- 6 9- 7 12- 4 14- 7 17- 5
Southern pine #2 9- 4 12- 4 14- 8 17- 2 8- 6 11- 0 13- 1 15- 5
Southern pine #3 7- 4 9- 5 11- 1 13- 2 6- 7 8- 5 9- 11 11- 10
Spruce- pine -fir SS 9- 2 12- 1 15- 5 18- 9 9- 2 12- 1 15- 0 17- 5
Spruce- pine -fir #1 8- 11 II- 6 14- 1 16- 3 8- 1 10- 3 12- 7 14- 7
Spruce- pine -fir #2 8- 11 11- 6 14- 1 16- 3 8- I 10- 3 12- 7 14- 7
Spruce- pine -fir #3 6- 10 8- 8 10- 7 12- 4 6- 2 7- 9 9- 6 11- 0
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479kN/m NOTE: Check sources for availability of
lumber in lengths greater than 20 feet.
3/23/07 (Effective 4/1/07) 780 CMR - Seventh Edition 597
780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS
THE MASSACHUSETTS STATE BUILDING CODE
780 CMR TABLE 5502.3.1(2)
FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
(Residential living areas, live load = 40 psf, L /i1 = 360)
JOIST DEAD LOAD = 10 psf DEAD LOAD = 20 psf
SPACING SPECIES AND GRADE 2x6 1 2x8 1 2x10 1 2x12 2x6 j 2x8 1 2x10 1 2x12
(inches) Maximum floor joist span s
(ft: in.) (ft: in.) (ft- in.) (ft: in.) (ft.- in.) (ft- in.) (ft.- in.) (ft.- in.)
Douglas fir -larch SS I I- 4 15- 0 19- 1 23- 3 11- 4 15- 0 19- 1 , 23- 3
Douglas fir -larch #1 10- 11 14- 5 18- 5 22- 0 10- 11 14- 2 17- 4 20- 1
Douglas fir -larch #2 10- 9 14- 2 17- 9 20- 7 10- 6 13- 3 16- 3 18 -10
Douglas fir -larch #3 8- 8 11- 0 13- 5 15- 7 7- 11 10- 0 12- 3 14- 3
Hem -fir SS 10 -9 14 -2 18 -0 21 -11 10 -9 14 -2 18 -0 21 -11
Hem -fir #1 10- 6 13- 10 17- 8 21- 6 10- 6 13- 10 16 -11 19- 7
Hem -fir #2 10- 0 13- 2 16 -10 20- 4 10- 0 13- 1 16- 0 18- 6
12 Hem -fir #3 8- 8 11- 0 13- 5 15- 7 7- 11 10- 0 12- 3 14- 3
Southern pine SS 11- 2 14- 8 18- 9 22 -10 11- 2 14- 8 18- 9 22 -10
Southern pine #1 10- 11 14- 5 18- 5 22- 5 10- 11 14- 5 18- 5 22- 5
Southern pine #2 10- 9 • 14- 2 18- 0 21- 9 10- 9 14- 2 16 -11 19 -10 «
f, - F 1 Southern pine #3 9- 4 11- 11 14- 0 16- 8 8- 6 10- 10 12- 10 15- 3
r % Spruce- pine -fir SS 10- 6 13- 10 17- 8 21- 6 10- 6 13- 10 17- 8 21- 6
1 }. Spruce - pine -fir #1 10- 3 13- 6 17- 3 20- 7 10- 3 13- 3 16- 3 18 -10
,.
1,k ( Spruce- pine -fir #2 10- 3 13- 6 `"173 . 20- 7 10- 3 13- 3 16- 3 18 -10
Spruce- pine -fir #3 8- 8 _ 1 1 - 0 13- 5 15- 7 7- 1 1 10- 0 12- 3 14- 3
Douglas fir -larch SS 10- 4 13- 7 17- 4 21- I 10- 4 13- 7 17- 4 21- 0
Douglas fir -larch #1 9- I 1 13- 1 16- 5 19- 1 9- 8 12- 4 15- 0 17- 5 '
Douglas fir -larch #2 9- 9 12- 7 15- 5 17 -10 9- 1 11- 6 14- 1 16- 3
_ Douglas fir -larch #3 7- 6 9- 6 11- 8 13- 6 6- 10 8- 8 10- 7 12- 4
1 - Hem -fir SS 9- 9 12- 10 16- 5 19 -11 9- 9 12- 10 16- 5 19 -11
Hem -fir #1 9- 6 12- 7 16- 0 18- 7 9- 6 12- 0 14- 8 17- 0
Hem -fir #2 9- 1 12- 0 15- 2 17- 7 8- 11 11- 4 13- 10 16- 1
16 Hem -fir #3 7- 6 9- 6 11- 8 13- 6 6- 10 8- 8 10- 7 12- 4
Southern pine SS 10- 2 13- 4 17- 0 20- 9 10- 2 13- 4 17- 0 20- 9
Southern pine #1 9- 11 13 1 16- 9 20- 4 9- 11 13- I 16- 4 19- 6
Southern pine #2 9- 9 12- 10 16- I 18 -10 9- 6 12- 4 14- 8 17- 2
Southern pine #3 8- 1 10- 3 12- 2 14- 6 7- 4 9- 5 11- 1 13- 2
Spruce - pine -fir SS 9- 6 12- 7 16- 0 19- 6 9- 6 12- 7 16- 0 19- 6
Spruce -pine -fir #1 9- 4 12- 3 15- 5 17 -10 9- 1 II- 6 14- 1 . 16- 3
Spruce- pine -fir #2 9- 4 12- 3 15- 5 17 -10 9- 1 11- 6 14- 1 16- 3
Spruce- pine -fir #3 7- 6 9- 6 11- 8 13- 6 6- 10 8- 8 10- 7 12- 4
Douglas fir -larch SS 9- 8 12- 10 16- 4 19 -10 9- 8 12- 10 16- 4 19- 2
Douglas fir-larch #1 9- 4 12- 4 15- 0 17- 5 8- 10 11- 3 13- 8 15 -11
Douglas fir -larch #2 9- 1 11- 6 14- 1 16- 3 8- 3 10- 6 12- 10 14 -10
Douglas fir -larch #3 6- 10 8- 8 10- 7 12- 4 6- 3 7- 11 9- 8 11- 3
Hem -fir SS 9 -2 12 -1 15 -5 18 -9 9 -2 12 -1 15 -5 18 -9
Hem -fir #1 9- 0 11- 10 14- 8 17- 0 8- 8 10- 11 13- 4 15- 6
. Hem -fir #2 8- 7 11- 3 13- 10 16- 1 8- 2 10- 4 12- 8 14- 8
19.2 Hem -fir #3 6- 10 8- 8 10- 7 12- 4 6- 3 7- 11 9- 8 11- 3
Southern pine SS 9- 6 12- 7 16- 0 19- 6 9- 6 12- 7 16- 0 19- 6
Southern pine #1 9- 4 12- 4 15- 9 19- 2 9- 4 12- 4 14 -11 17- 9
Southern pine #2 9- 2 12- 1 14- 8 17- 2 8- 8 11-3 13-5 15-8
Southern pine #3 7- 4 9- 5 II- 1 13- 2 6- 9 8- 7 10- 1 12- 1
Spruce- pine -fir SS 9- 0 11- 10 15- 1 18- 4 9- 0 11- 10 15- 1 17- 9
Spruce - pine -fir #1 8- 9 11- 6 14- 1 16- 3 8- 3 10- 6 12- 10 14 -10
Spruce - pine -fir #2 8- 9 11- 6 14- I 16- 3 8- 3 10- 6 12- 10 14 -10
Spruce - pine -fir #3 6- 10 8- 8 10- 7 12- 4 6- 3 7- 11 9- 8 11- 3
Douglas fir -larch SS 9- 0 11- 11 15- 2 18- 5 9- 0 11- 11 14- 9 I7- 1
Douglas fir -larch #1 8- 8 11- 0 13- 5 15- 7 7- 11 10- 0 12- 3 14- 3
Douglas fir -larch #2 8- 1 10- 3 12- 7 14- 7 7- 5 9- 5 11- 6 13- 4
Douglas fir -larch #3 6- 2 7- 9 9- 6 11- 0 5- 7 7- 1 8- 8 10- 1
Hem -fir SS 8- 6 11- 3 14- 4 17- 5 8- 6 11- 3 14- 4 16 -10'
Hem -fir #1 8- 4 10- 9 13- 1 15- 2 7- 9 9- 9 11- I 1 13- 10
Hem -fir #2 7- 11 10- 2 12- 5 14- 4 7- 4 9- 3 11- 4 13- 1
24 Hem -fir #3 6- 2 7- 9 9- 6 11- 0 5- 7 7- 1 8- 8 10- I
Southern pine SS 8- 10 11- 8 14 -11 18- 1 8- 10 11- 8 14 -11 18- 1
Southern pine #1 8- 8 11- 5 14- 7 17- 5 8- 8 11- 3 13- 4 15 -11
Southern pine #2 8- 6 11- 0 13- 1 15- 5 7- 9 10- 0 12- 0 14- 0
Southern pine #3 6- 7 8- 5 9- 11 11- 10 6- 0 7- 8 9- 1 10- 9
Spruce - pine -fir SS 8- 4 11- 0 14- 0 17- 0 8-4 11- 0 . 13- 8 15 -11
Spruce- pine -fir #1 8- 1 10- 3 12- 7 14- 7 7- 5 9- 5 11- 6 13- 4
Spruce - pine -fir #2 8- 1 10- 3 12P7 14- 7 7- 5 9- 5 11- 6 13- 4
Spruce - pine -fir #3 6- 2 7- 9 9- 6 11- 0 5- 7 7- 1 8- 8 10- I
NOTE: Check sources for availability of lumber in lengths greater than 20 feet.
For SL 1 inch = 25.4 mm. 1 foot = 304.8 mm. 1 pound per square foot = 0.0479kN/m a. End bearing length shall be increased to 2 inches.
598 780 CMR - Seventh Edition 3/23/07 (Effective 4/1/07)
Feel free to call if you have any questions. My telephone number is 587 -1240 and office hours are Monday
through Friday, 8:30 am to 4:30 pm, excepting we close for walk -ins at 12:00 noon on Wednesdays. My email
address is: cmiller(a}northamptonma.gov
Thank you for your cooperation on these matters.
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
24. Drilling or notching of more than 50% of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1 strap across the area and 6" beyond each side with 8 - 10nd nails. 780 CMR
R602.6.1
25. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
26. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no
screwed connections.
27. Markup air is required for any exhaust hood of 400 CFM qt more. 780 CMR M1503.4
28. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1" clearance for 5' from the duct outlet for all fireplaces
29. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
30. Ignition barriers in place before final. 780 CMR R316.
31. Dwelling /Garage fire separation. An attached garage (within 3' of main structure) is required to have %z"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have %z" drywall and the ceiling 5/8" drywall. 780 CMR R302.6
32. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel.
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an air tight cavity, which you must create.
33. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air
flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer (diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99% of the moisture in a structure. This is evident every time one
exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through
the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements.
34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
35. Deck ledgers and post must be appropriately attached, bolts or Zags. 780 CMR R502.2.2.1 Note: ThruLoks
are engineered for post attachment supporting a railing.
36. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom, within 10' of a bedroom door.
b. CO within 10' of bedroom doors, at each level, at the bottom of a stair leading to a finished floor
above, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil
burning fuels.
c. Heat detector in attached garage, and other large unfinished unconditioned spaces.
37. Closets beneath stair which have doors must be drywalled with %z ". 780 CMR R302.7
38. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in
an accessible place. It must be insulated, gasketed, and secured in place.
Relevant items must be submitted to the building department for approvals before inspections and or CO can be
signed. Other items are intended to avoid costly issues at inspections.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/ 1 780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
15. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall
method being used. 780 CMR 602.10.
a. 'Garage corners and large corner window /door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4) the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails.
16. When nailing sheathing make sure your pneumatic nailer's pressure is properly set. Nails set too deep,
essentially perforate the sheathing weakening it and contribute to building damage in high wind events.
17. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a
shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended
18. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas,
bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4
19. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4"
sphere rule. Order restrictors. 780 CMR R612.2
20. Egress and emergency escape requirements shall be strictly met.
a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310
b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20 "x41" exception 5 sqft
at 1 floor. Minimum clear opening 20 "x24" or 24 "x20 ". 780 CMR R310.1.1
c. Two doors remote as possible at the normal level of travel, opening measured from the face of
the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR
R311.2
d. Landing at each door 36" out and the width of the door minimum 36 ", maximum step 7 3 /" from
the top of the threshold and only in- swinging doors. 780 CMR R311.3
21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ",
maximum riser 8 X ", maximum overall variance for the run is 3/8 ", 4" sphere rule on risers except where
the total rise is 30" or less 780 CMR R311.7.4.3 Exception, 4 3/8" on balustrade, 6" in the triangle.
Graspable rail 1 %" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780
CMR R311.7.
22. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than
30" above floor or grade within 36 ", 4" sphere rule. 780 CMR R312.1.
23. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge,
In interior non - bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, or holes
in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole.
Notches are different.
City of Northampton
Massachusetts ,,
<p .r , DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building f,
Northampton, MA 01060 , .
INSPECTOR
Mr. Simmer & Ms. Ashe September 27, 2012
56 Grant Street
Northampton, MA 01060
Subject Location: 56 Grant Street
Map Block: 25C -114
Mr. Simmer & Ms. Ashe ,
Your building permit application and plans dated 7 -14 -12 for "Phase One" renovations have been approved
as drawn and per this memo. All work must meet all applicable codes whether noted or not indicated in this
memo.
Please follow up on the following items:
These items which will need to be accomplished as the project moves forward;
1. Your home will need to have hard wired smokes and CO throughout the entire house or an
approved wireless system.
2. The new bedroom must have an emergency escape window.
3. Window must be Energy Star qualified.
4. The converted storage space must meet current energy codes.
5. All Non prescriptive materials require engineering, LVLs, I- joist, and Truss.
6. Please review the items below as some may apply to this project.
7. Carefully read items 16 — 21, 31 and 36.
As of August 4th 2011 the 8 Edition MA code is the 2009 IRC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes.
1. Structures shall conform to 780 CMR 8 Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I
soils (table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.
5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
R406.2 of amendments.
6. Foundation anchor bolts must be %" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions.
8. Foundation walls require horizontal reinforcement 2 #4 bars one within 12" of the top and one in the
middle if 8' or less and 3 #4 bars at top and 3rds if over 8'. 780 CMR R404.1.2(1). Also see vertical
reinforcements requirements.
9. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1
10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4" slope 8 -16nd common
are required at each connection: 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
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City of Northampton , .
' � ` Massachusetts J , �e g ' {
w ° : } DEPARTMENT OF BUILDING INSPECTIONS r r. t
212 Main Street • Municipal Building 0 x <,
��} Northampton, MA 01060 � W VD
INSPECTOR
Louis Hasbrouck Chuck Miller
Building Commissioner Assistant Commissioner
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his /her
construction supervisor. The 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 backfil!), 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 occupancy 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 a inspection s req red can DELAY the project until such time as the proper permits
a d inspectit, are ad
—
I, understand the above.
(Ho - e ow r /resident' signature requesting exemption)
will call to sc edule all re uired building inspections necessary for the building permit issued to me.
Date i/ 2 t t 2 o2_
Address of work location 6" .'1--- 4.v..
A 01-1tA./.r ii lig 414 A A 6 , -?J
•
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
."
600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians /Plumbers
Applicant Information Please Print Legibly
Name ( Business /Organization/Individual): _
Address:
City /State /Zip: Phone #:
Are you an employer? Check the appropriate box: Type of project (required):
1. C I am a employer with 4. n I am a general contractor and I 6. n New constriction
employees (full and/or part- time).* have hired the sub - contractors
listed on the attached sheet. 7. Remodelin
2.11 I am a sole proprietor or partner
ship and have no employees These sub - contractors have 8. C Demolition
working for me in any capacity. employees and have workers' 9. n Building addition
[No workers' comp. insurance comp. insurance.$
required.] 5. n We are a corporation and its 10.0 Electrical repairs or additions
3. n I am a homeowner doing all work officers have exercised their 11.n Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.] t c. 152, § 1(4), and we have no
employees. [No workers' 13. ❑ Other
comp. insurance required.]
*Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information.
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:
Policy # or Self -ins. Lic. #: Expiration Date:
Job Site Address: City /State /Zip:
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
Investigations of the DIA for insurance coverage verification.
I do hereby certify under pains and penalties ofperjury that the information provided above is true and correct.
Si. Date:
Phone #:
1 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. Rn 7 R, lin Tln - city/Town Clerk 4, Electrical Inspector 5. Plumbing Inspector
6. Other •
Contact Person: Phone #:
a
SECTION 8 - CONSTRUCTION SERVICES
, a
8.1 Licensed Construction Supervisor: Not Applicable 1U"
Name of License Holder
License Number
Address Expiration Date
Signature Telephone
(0T .4‘,L4teied Home ImprovementTContractor I , 31:1 ' Not Applicable ❑
CS 86 aer5o
Company 19b Registration Number
f Vox' 1 10/1 /2013
Address r^ G l� Expiration 10/1
C v►4, Iv Telephone '` ( ,- I i
SECTION 10- WORKERS' COMPENSATION INSURANCE 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 1. - r E xe np
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 - year period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form 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 t' s permit.
The undersigned "homeowner" certifie .nd assumes resp• ibility fo compliance with the State Building Code, City of
Northampton Ordinances, State and L ca / onin_ aws . • State o assachusetts General Laws Annotated.
Homeowner Signature ` L, ' IL I
•
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) ,, .
. New House n Addition n Replacement Widows Alteration(s) Ro•fing I I
Or Doors L.W
Accessory Bldg. n Demolition ( 1 New Signs [0] Deck [p Siding [in] Other [O]
i ..o Ilk
- - — :- _ A r -- —•- --
Brief Desc i tion o Proposed
Work: ell c d ose 9 cis y 1i (Iv 11 S IG re �Y J140VVY
Alteration of existing bedroom Yes No Adding new bedroom x Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll - Sheet
sa.Llf New.h'ou to housing,76 ng:
a. Use of building : One Family _ Two Family Other
b. Number of rooms in each family unit: 7 Number of Bathrooms ' 1 2
c. Is there a garage attached? ye$ t va; ez.of
/ ) ' , / �
d. Proposed Square footage of new construction. 7 Dimensions ��, Z� , ' 0 1 + i IS j
e. Number of stories? 2 '
f. Method of heating? I € Ile f +ore Fireplaces or Woodstoves Number of each '
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes I/ No. Is construction within 100 yr. floodplain Yes I/
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No ./
I. Septic Tank City Sewer 1/ Private well City water Supply 1/
SECTION 7a = OWNER. AUTHORIZATION- TO-BE- COMPLETED WHEN,
'OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING ;PERMIT-
1, , as Owner of the 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
_ C Si 141 pr. Owner Authorized ,,
9 hereby A ent hereb d eclare that the statements and information on the foregoing application are true and accurate, to t of my knowledge
and belief.
Signed under the pains and pen ies of perjury.
Prin Name h
,� n i ' 1 -
_innaturr of Qwner /An / . t Date
SecieiV ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
\\ Existing Proposed Required by 'Zoning t
This column to be filled in by
Building Department
Lot Size - � Till _, t
Frontage____ __.. _ .. __ .___.___._ -. _____..
Setbacks Front is I —
Side L: R. R: _ ---L LAS__ . R:.. _____
Rear l 1.
B
) - .--
uilding Height -"
Bldg. Square Footage % ----- __ -
Open Space Footage % - -- -
(Lot area minus bldg & paved _ _ _ „_
parking)
# of Parking Spaces
Fill: ,
(volume & Location) - -
A. has a Special Permit /Variance /Findin• ever been issued forion the site?
NO 0 DON'T KNOW OA" YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DON'T KNOW 0 YES
IF YES: enter Book Page 1 and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO iw! DON'T KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
__"__ w
Needs to be obtained 0 Obtained , Date Issued: V
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 ta®
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading ex avation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO 4 4
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
. .
Departmetat use only
City of Northampton Status `of Permtt " V t ' " -J e " �= _
t o t k; „e -�.a ,,l e _ ”
Building Department Curb Cut/D Permit ie r ., ' ,6,
C
E i. 11 D 212 Main Street Sewer /SepttcAvailabil ty * y r
_'7 Room 100 �"'�t"° T- �"" ;rya ' [ d3 a a k
Water/WeilAvatiabtlity
SEP 2 5 i orthampton, MA 01060 T wo S e t s of S tructu ral Pl - s �.
- i 413- 587 -1240 Fax 413- 587 -1272 P lot /5 t cans ''� � X ! ", r � r ` :�
DEPT. OF BUILDING tn;�F_ Other Speeify !'
s ' n —
NOn iriAMPTON, M
APP • .. L ! (16, .TRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address:
This section to be completed by office
S a
Ave ;Map 'Lot Untt
wog- R �/ ] 0 t 04 ° Zone Overla Distric
V
EIm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
S I 5 . 1 1 - f Q s ( 6 d ,A/o J.,
Name (PrintlY Current Mailino Addr 1
o - arm s
AFRP
1 f/ _ Telephone
Signal e / ct ii : 41 3 - 73 / - 7Za 2.
---_ 2.2 Authorized Agent:
Name (Print) Current Mailing Address:
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building c)o (a) Budding P ermit "Fee
2. Electrical , (b) Estimated Total Cost of
Construction from. (6) -
3. Plumbing Building Permit Fee
4. Mechanical (HVAC) . ,
5. Fire Protection
6. Total = (1 + 2 + 3 + 4 + 5) 2 1 06) C heck Number - '±G7 "/71--/' ""'
This Section For Official Use Only
Date
Budding Permit Number: . Issued:
Signature:
Building Commissioner /inspector of Buildings Date
•
File # BP- 2013 -0348
APPLICANT /CONTACT PERSON SIMMER STEPHEN CRAIG & REBECCA MARY ASHE
ADDRESS/PHONE 56 GRANT AVE NORTHAMPTON (413) 586 -0145 Q
PROPERTY LOCATION 56 GRANT AVE
MAP 25C PARCEL 114 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out X
Fee Paid ./vI /
Typeof Construction: ENCLOSE GARAGE TO FAMILY ROOM & CONVERT LOFT STORAGE TO
BEDROOM
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans / Plot Plan
THE FOLL WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO 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
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Signature of Building 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.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning & Development for more information.
56 GRANT AVE BP- 2013 -0348
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 25C - 114 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: renovation BUILDING PERMIT
Permit # BP- 2013 -0348
Project # JS- 2013- 000557
Est. Cost: $29000.00
Fee: $174.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sq. ft.): 5445.00 Owner: SIMMER STEPHEN CRAIG & REBECCA MARY ASHE
Zoning: URB(100)/ Applicant: SIMMER STEPHEN CRAIG & REBECCA MARY ASHE
AT: 56 GRANT AVE
Applicant Address: Phone: Insurance:
56 GRANT AVE (413) 586 -0145 0
NORTHAMPTONMAO1060 ISSUED ON:12/5/2012 0:00:00
TO PERFORM THE FOLLOWING WORK:ENCLOSE GARAGE TO FAMILY ROOM &
CONVERT LOFT STORAGE TO BEDROOM
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House # Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace /Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 12/5/2012 0:00:00 $174.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner
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