37-092 Job ; Truss I Truss Type Qty Ply I NEFH / POWERS
08030 T6GE 1ROOFTRUSS 1 1 I
I I _ _ _ ; Job Reference (optional)
- - n ---- - - i -- --
Truss Engineering Indian Corp., Indian n Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:24 2004 Page 1 '
-1 -0-0 1 6-6-0 � 13 -0-0 14 -0-0 �
1 -0-0 6-6-0 6-6-0 1 -0-0
3x4 = Scale = 1:31.1'
• 5
Kg
4
10.00 12 1 6
7
3
2 1Ii iii,A
9
. ...................... ....................... .................
0
;:... . ∎•• ∎∎• ....... ........ AVO ANNA ........................ ANW . .
................................................. N . ..... .. ... ...............
: : . : : : : : : . : . : . : . : . : . . 11 ,4 0 : . : . : . : . : . : . : . : . . 0 . 11 : . : . : . : . : 11 . 11 ... ,. : . : . : . : . ::: . :: . :. : : : : : : : 1 : 4,11 :
3x6 11 3x6 11
13 -0-0 ,
13 -0-0
H Plate Offsets (X Y) 110:0- 2- 5,0 -1 -81 [16:0 -3- 12,0 -1 -8] _.
i
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.24 ! Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.01 1 >999 180
BCLL 0.0 * Rep Stress Inc: NO WB 0.10 Horz(TL) 0.00 10 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 58 Ib
LUMBER -
TOP CHORD 2 X 4 SPF No.2 Max Uplift WEBS
BOT CHORD 2 X 4 SPF No.2 14 = - 116(load case 4) 4-14 = - 173/143 3-15 = - 177/187 6-12 = - 173/142
WEBS 2 X 4 SPF Stud 15 = - 191(load case 4) 7 -11 = - 177/185
OTHERS 2 X 4 SPF Stud 12 = - 116(load case 5)
11 = - 183(load case 5) NOTES (12)
BRACING Max Gray 1) Unbalanced roof live loads have been considered for this design.
TOP CHORD 16 = 243(load case 1) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 10 = 243(Ioad case 1) enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
BOT CHORD 13 = 181(load case 1) and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
Rigid ceiling directly applied or 10-0 -0 oc bracing. 14 = 212(Ioad case 6) 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to
15 = 218(Ioad case 6) wind (normal to the face), see MiTek "Standard Gable End Detail"
REACTIONS (lb /size) 12 = 212(load case 7) 4) As requested, plates have not been designed to provide for placement tolerances or
16 = 243/13 -0-0 11 = 218(load case 7) rough handling and erection conditions. It is the responsibility of the fabricator to increase;
10 = 243/13 -0-0 plate sizes to account for these factors.
13 = 181/13 -0-0 FORCES (lb) - Maximum Compression /Maximum Tension 5) All plates are 1.5x4 MI120 unless otherwise indicated.
14 = 205/13 -0-0 TOP CHORD 6) This truss requires plate inspection per the Tooth Count Method when this truss is
15 = 218/13 -0-0 2 -16 = - 218/91 1 -2 = 0/62 2 -3 = - 159/136 chosen for quality assurance inspection.
12 = 205/13 -0-0 3-4 = - 77/141 4-5 = - 75/192 5-6 = - 75/172 7) Gable requires continuous bottom chord bearing.
11 = 218/13 -0-0 6-7 = - 77/110 7 -8 = -112/89 8-9 = 0/62 8) Truss to be fully sheathed from one face or securely braced against lateral movement
Max Horz 8-10 = - 218/79 (i.e. diagonal web).
16 = - 238(load case 2) BOT CHORD 9) Gable studs spaced at 2 -0-0 oc.
Max Uplift 15-16 = - 54/180 14-15 = - 54/180 13-14 = - 54/180 10) *This truss has been designed for a live load of 20.0psf on the bottom chord in all
16 = - 98(load case 2) 12 -13 = - 54/180 11 -12 = - 54/180 10-11 = - 54/180 areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
10 = - 61(load case 3) WEBS other members.
Continued on page 2 5-13 = -151/0
Job Truss Truss Type - - Qty 1 PIy 1 NEFH / POWERS
08030 T5 ROOF TRUSS 7 1 1 1
I Job Reference optional) _
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:23 2004 Page 1
3 -1-4 6 -6-3 10 -1 -12 13-9-5 17 -2-4 1 20 -0-0 �
3 -1-4 3 -4-15 3 -7 -9 3 -7 -9 3 -4-15 2 -9 -12
4x5 I I Scale: 1/4 "1
4
II
1.5x4 I1
1.5x4 11
10.00112 5
• i i
4x4.2
4x4 Q
2 8
3x4 I I
3x4
1 I
11 10 12 13 9 8
4x5 = 4x9 = 4x9 = 3x5 =
1 6-6-3 1 13 -9-5 1 19 -10-8 20
6-6-3 7 -3 -2 6 -1 -3 0 -1-8
• LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) l/defl Lid PLATES GRIP
TCLL 70.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.20 9-10 >999 240 M1120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) - 0.29 9-10 >807 180
- BCLL 0.0 1 Rep Stress Ina YES 1 WB 0.73 I Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 1 (Matrix) 1 Weight: 110 Ib
LUMBER 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 -1995 angle to
TOP CHORD 2 X 4 SPF No.2 TOP CHORD grain formula. Building designer should verify capacity of bearing surface.
BOT CHORD 2 X 4 SPF No.2 5-6 = - 1808/293 6-7 = - 264/88 1 -11 = - 417/125 8) Provide mechanical connection (by others) of truss to bearing plate capable of
WEBS 2 X 4 SPF Stud *Except* 7 -8 = - 278/94 withstanding 223 Ib uplift at joint 11 and 219 Ib uplift at joint 8.
W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W1 2 X 4 SPF No.2 BOT CHORD 9) All Plates 20 Gauge Unless Noted
W7 2 X 4 SPF No.2 10-11 = - 308/1365 10-12 = - 122/979 12 -13 = - 122/979
9-13 = - 122/979 8-9 = - 116/1199
BRACING WEBS
TOP CHORD 4-10 = - 357/978 3-10 = - 582/286 2 -10 = - 146/173
Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. 4-9 = - 342/885 5-9 = - 586/288 6-9 = - 45/172
BOT CHORD 2 -11 = - 1741/222 6-8 = - 1825/228
Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES (9)
REACTIONS (Ib /size) 1) Unbalanced roof live loads have been considered for this design.
11 = 1780/0 -3-8 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
8 = 1784 /Mechanical enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
i Max Horz and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
I 11 = 381(load case 3) 3) As requested, plates have not been designed to provide for placement tolerances or
Max Uplift rough handling and erection conditions. It is the responsibility of the fabricator to increase
11 = - 223(load case 4) plate sizes to account for these factors.
8 = - 219(load case 5) 4) This truss requires plate inspection per the Tooth Count Method when this truss is
chosen for quality assurance inspection.
FORCES (Ib) - Maximum Compression /Maximum Tension 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all
TOP CHORD areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
1 -2 = - 438/117 2 -3 = - 1866/299 3-4 = - 1868/483 other members.
4-5 = - 1812/475 6) Refer to girder(s) for truss to truss connections.
Job Truss Truss Type Qty Ply NEFH / POWERS
08030 1T4GE ROOF TRUSS 1 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:22 2004 Page 2
NOTES (13)
2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) 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"
4) 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.
5) All plates are 1.5x4 MI120 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is
chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement
(i.e. diagonal web).
9) Gable studs spaced at 2 -0-0 oc.
10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
other members.
11) Bearing at joint(s) 22, 12 considers parallel to grain value using ANSI/TPI 1 -1995 angle
to grain formula. Building designer should verify capacity of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 205 Ib uplift at joint 22, 149 Ib uplift at joint 12, 112 Ib uplift at joint 18, 156 Ib
uplift at joint 19, 100 Ib uplift at joint 20, 277 Ib uplift at joint 21, 111 Ib uplift at joint 16, 155 Ib
uplift at joint 15, 104 Ib uplift at joint 14 and 263 Ib uplift at joint 13.
13) All Plates 20 Gauge Unless Noted
Job Truss I Truss Type Qty Ply NEFH / POWERS
08030 T4GE �ROOFTRUSS 1 1
I I - 1 Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:22 2004 Page 1
10 -1 -12 I 20 -3-8
10 -1 -12 10 -1 -12 1
3x4 = Scale; 1/4" =11
6
5 7
i i
10.00 1
4
ST5
8
. ,
3 i 11119
2 1
2x4 II 2x411
11
1 '
• !:!:!:!:!:! :! :! :! :lQ:l:l:iSSl:iSIO_:SIO.:I:IQQ:!i :!x!xzz i !:l :il :l:l:lHl:l:l:l:l:l:l:l:l:l:l:!:! O_ QQQQ:I:I:l :l :l O_ :i! :! :! :! *:! :!:!Q:!:!:!:!:!:!:!:!:!:!:!:!:!
22 21 20 19 18 17 16 15 14 13 12
3x4 = 3x4 =
20 -3-8
. 20-3 -8
Plate Offsets (X,Y) [7 -0-0 0- 0- 0];18 :0 -0- 0,0-0-0], [9:0- 0- 0,0 -0-0], [10:0 -0-0,0 -0-0], 113_0- 0- 0,0 -0-0], [14:0- 0- 0,0 -0-0], [15:0- 0- 0,0 -0-0] [16:0-0-0,0-0-0] _ ____ _
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
. TCLL 70.0 Plates Increase 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 12 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 110 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 14 = 386/20-3 -8 Max Grav
BOT CHORD 2 X 4 SPF No.2 13 = 349/20-3 -8 15 = 436(load case 1)
WEBS 2 X 4 SPF No.2 Max Horz 14 = 386(load case 1)
OTHERS 2 X 4 SPF Stud `Except* 22 = - 374(load case 2) 13 = 366(load case 7)
ST5 2 X 4 SPF No.2 Max Uplift
22 = - 205(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension
BRACING 12 = - 149(load case 3) TOP CHORD
TOP CHORD 18 = - 112(load case 4) 1 -2 = - 277/233 2 -3 = - 171/188 3-4 = - 170/225
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 19 = - 156(load case 4) 4-5 = - 172/294 5-6 = - 167/338 6-7 = - 167/318
BOT CHORD 20 = - 100(load case 4) 7 -8 = - 172/268 8-9 = - 170/199 9-10 = - 171/137
Rigid ceiling directly applied or 10-0-0 oc bracing. 21 = - 277(load case 4) 10-11 = - 218/174 1 -22 = - 192/159 11 -12 = - 192/115
WEBS 16 = - 111(load case 5) BOT CHORD
1 Row at midpt 6-17 15 = - 155(load case 5) 21 -22 = - 138/195 20-21 = - 138/195 19-20 = - 138/195
14 = - 104(load case 5) 18-19 = - 138/195 17 -18 = - 138/195 16-17 = - 138/195
REACTIONS (Ib /size) 13 = - 263(load case 5) 15-16 = - 138/195 14-15 = - 138/195 13-14 = - 138/195
22 = 216/20-3 -8 Max Gray 12 -13 = - 138/195
12 = 216/20-3 -8 22 = 266(load case 3) WEBS
17 = 346/20-3 -8 12 = 216(load case 1) 6-17 = - 325/0 5-18 = - 318/134 4-19 = - 311/170
18 = 420/20-3 -8 17 = 346(load case 1) 3-20 = - 305/140 2 -21 = - 324/223 7 -16 = - 318/132
19 = 436/20-3 -8 18 = 437(load case 6) 8-15 = - 311/171 9-14 = - 305/142 10-13 = - 324/217
1 20 = 386/20-3 -8 19 = 436(load case 1)
21 = 349/20-3 -8 20 = 386(loadcase 1) NOTES (13)
i 16 = 420/20-3 -8 21 = 366(load case 6) 1) Unbalanced roof live loads have been considered for this design.
' 15 = 436/20-3 -8 16 = 437(load case 7)
Continued on page 2
Job Truss Truss Type City Ply NEFH / POWERS '
08030 T4 ROOF TRUSS 3 1
Job Reference (optionally
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:21 2004 Page 1
3 -1-4 6-6-3 10 -1 -12 13 -9-5 17 -2-4 , 20 -3-8
3 -1-4 3 -4-15 3 -7 -9 3 -7 -9 3 -4-15 3 -1-4
4x5 I I Scale: 1/4 " =1i
1
4 1
E:
10.00 12
1.5x4 I1
1.5x4 5 I1
3
i i
•
4x4 -',/ • 4x4
2 6
•
3x411 3x411
Aiiiii 7
. 5/ .
-
11 10 12 13 9 8
4x5 = 4x9 = 4x9 = 4x5 =
1 6-6-3 13 -9-6 1 20-3 -8
6-6-3 7 -3-2 6-6-3
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell Lid PLATES GRIP
TCLL 70.0 Plates Increase 1.15 TC 0.36 Vert(TL) - 0.21 9-10 >999 240 M1120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) - 0.30 9-10 >799 180
- BCLL 0.0 - Rep Stress Incr YES WB 0.75 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 1 (Matrix) Weight: 110 Ib
LUMBER 7) Provide mechanical connection (by others) of truss to bearing plate capable of
TOP CHORD 2 X 4 SPF No.2 TOP CHORD withstanding 228 Ib uplift at joint 11 and 228 Ib uplift at joint 8.
BOT CHORD 2 X 4 SPF No.2 5-6 = - 1916/305 6-7 = - 443/117 1 -11 = - 421/125 8) All Plates 20 Gauge Unless Noted ,
WEBS 2 X 4 SPF Stud *Except* 7 -8 = - 421/125
W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W1 2 X 4 SPF No.2 BOT CHORD
W1 2 X 4 SPF No.2 10-11 = - 303/1398 10-12 = - 114/1020 12 -13 = - 114/1020
9-13 = - 114/1020 8-9 = - 140/1398
BRACING WEBS
TOP CHORD 4-10 = - 356/975 3-10 = - 582/286 2 -10 = - 143/172
Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 4-9 = - 356/975 5-9 = - 582/285 6-9 = - 143/173
BOT CHORD 2 -11 = - 1787/229 6-8 = - 1787/228
Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES (8)
REACTIONS (Ib /size) 1) Unbalanced roof live loads have been considered for this design.
11 = 1818/0-3-8 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category II; Exp C;
8 = 1818/0 -3-8 enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
Max Horz and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
11 = - 374(load case 2) 3) As requested, plates have not been designed to provide for placement tolerances or
Max Uplift rough handling and erection conditions. It is the responsibility of the fabricator to increase
' 11 = - 228(load case 4) plate sizes to account for these factors.
8 = - 228(load case 5) 4) This truss requires plate inspection per the Tooth Count Method when this truss is
chosen for quality assurance inspection.
FORCES (Ib) - Maximum Compression/Maximum Tension 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
TOP CHORD areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
1 -2 = - 443/117 2 -3 = - 1916/306 3-4 = - 1919/489 other members.
4-5 = - 1919/489 6) Bearing atjoint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 -1995 angle
to grain formula. Building designer should verify capacity of bearing surface.
Job Truss Truss Type Oty [ Ply NEFH / POWERS
08030 T3GE ROOF TRUSS !1 1 1
■ ___ ! Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:20 2004 Page 1
�
-1 -0-0 � 7 -0-0 , 14 -0-0
1 -0-0 7 -0-0 7 -0-0
3x4 = Scale = 1:20.4
5
/1
6
4
6.00 12
1
7
, 1
3
1
a
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9 ,1.1.1.1.1.1.1.1.1.1. 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 .1.1.1.1..1.1.1.1.1.11
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!
�.1.� 1.1.1.1.1.1.1.1.1.1�1.1.1�1�1 �.1.1�1�1 �. 1�1�1�1�1�1�1�1�1�1�1�1 .1�1�1�1.1� �1�1.1�� 1�1.1�1�1�1.� 1�1�1�F1 ��1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1 � � ��1�1�1�1.1�1�� � 1 ��1�1�1�1 ��1�1�1�1�1 � ��1�1�1�1�1.1 � ��1�1�1�1 ��1�1�1�1 ��1�1 ��1�1�1�1�1�1�1�1�1�1 ��1�1�1�1 �!:
3x4 = 3x4 =
` 14 -0-0
14 -0-0
__Plate Offsets (X _[2:0- 0- 0,0 -0-0], [6:0- 2 -0,0- 0-11], P_0- 2 -0,0- 0-11], [9:0- 2- 0,0 -1 -1], [10:0-2-0,0-1-11___ - ___ —
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a 999 [ MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.00 1 >999 180
BCLL 0.0 * Rep Stress Incr NO j VVB 0.06 Horz(TL) 0.00 8 n/a n/a
BCDL 10.0 Code IRC2000/TP12002 (Matrix) Weight: 47 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 Max Uplift WEBS
BOT CHORD 2 X 4 SPF No.2 13 = - 119(load case 4) 7 -9 = - 239/156
OTHERS 2 X 4 SPF Stud 10 = - 73(load case 5)
9 = - 144(load case 5) NOTES (11)
BRACING Max Gray 1) Unbalanced roof live loads have been considered for this design.
TOP CHORD 8 = 137(load case 1) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
Structural wood sheathing directly applied or 6-0-0 oc purlins. 2 = 240(load case 1) enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
BOT CHORD 11 = 205(load case 1) and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
Rigid ceiling directly applied or 10-0 -0 oc bracing. 12 = 186(load case 6) 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to
13 = 295(load case 1) wind (normal to the face), see MiTek "Standard Gable End Detail"
REACTIONS (lb /size) 10 = 175(load case 7) 4) As requested, plates have not been designed to provide for placement tolerances or
8 = 137/14 -0-0 9 = 321(load case 1) rough handling and erection conditions. It is the responsibility of the fabricator to increase
2 = 240/14 -0-0 plate sizes to account for these factors.
11 = 205/14 -0-0 FORCES (Ib) - Maximum Compression/Maximum Tension 5) All plates are 1.5x4 MI120 unless otherwise indicated.
12 = 176/14 -0-0 TOP CHORD 6) This truss requires plate inspection per the Tooth Count Method when this truss is
13 = 295/14 -0-0 1 -2 = 0/35 2 -3 = - 79/46 3-4 = -67/86 chosen for quality assurance inspection.
10 = 166/14 -0-0 4-5 = - 57/113 5-6 = - 57/102 6-7 = -68/53 7) Gable requires continuous bottom chord bearing.
9 = 321/14 -0-0 7 -8 = -75/49 8) Gable studs spaced at 2 -0-0 oc.
Max Horz BOT CHORD 9) 1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all
2 = 111(load case 4) 2 -13 = 0/68 12 -13 = 0/68 11 -12 = 0/68 areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
Max Uplift 10-11 = 0/68 9-10 = 0/68 8-9 = 0/68 other members.
8 = - 22(load case 5) WEBS 10) Provide mechanical connection (by others) of truss to bearing plate capable of
2 = - 88(load case 4) 5-11 = - 158/6 4-12 = - 156/102 3-13 = - 227/144 withstanding 22 Ib uplift at joint 8, 88 Ib uplift at joint 2, 84 Ib uplift at joint 12, 119 Ib uplift
12 = - 84(Ioad case 4) 6-10 = - 152/97 at joint 13, 73 Ib uplift at joint 10 and 144 Ib uplift at joint 9.
11) All Plates 20 Gauge Unless Noted
_
Job Truss Truss Type Qty Ply NEFH POWERS
08030 T3 ROOF TRUSS 10 1
-- _ . I__ - . ___ __Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:19 2004 Page 1 i
1 -1 -0-0 7 -0-0 14 -0-0
1 -0-0 7 -0-0 7 -0-0
Scale =1:20.
5x6 =
3
6.00 12
W1
_ T
1
i I
4
2
N N
•
•
' 5
1.5x4 11
3x8 = 3x8 =
7 -0-0 I 14 -0-0
7 -0-0 7 -0-0
Plate Offsets (X,Y): [2:0- 8- 2,0- 0- 5],14:0 -8-2,0 -0-51 _ _ ----- _____
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP
. TCLL 35.0 Plates Increase 1.15 TC 0.67 Vert(LL) - 0.11 4-5 >999 240 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) - 0.20 4-5 >804 180
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 39 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 BOT CHORD
BOT CHORD 2 X 4 SPF No.2 4-5 = - 155/842
WEBS 2 X 4 SPF Stud WEBS
3-5 = 0/221
BRACING
TOP CHORD NOTES (7)
Structural wood sheathing directly applied or 4-10 -2 oc purlins. 1) Unbalanced roof live loads have been considered for this design.
BOT CHORD 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
Rigid ceiling directly applied or 10-0 -0 oc bracing. enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
REACTIONS (Ib /size) 3) As requested, plates have not been designed to provide for placement tolerances or
4 = 709 /0-3 -8 rough handling and erection conditions. It is the responsibility of the fabricator to increase
2 = 813/0 -3-8 plate sizes to account for these factors.
Max Horz 4) This truss requires plate inspection per the Tooth Count Method when this truss is
2 = 111(load case 4) chosen for quality assurance inspection.
Max Uplift 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all
4 = - 177(load case 5) areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
2 = - 255(load case 4) other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of
FORCES (Ib) - Maximum Compression/Maximum Tension withstanding 177 Ib uplift at joint 4 and 255 Ib uplift at joint 2.
TOP CHORD 7) All Plates 20 Gauge Unless Noted
i 1 -2 = 0/35 2 -3 = - 1064/247 3-4 = - 1063/238
BOT CHORD
2 -5 = - 155/842
Job Truss I Truss Type I Qty Ply NEFH / POWERS --
08030 T2GE ROOF TRUSS ;1 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:18 2004 Page 2
FORCES (Ib) - Maximum Compression/Maximum Tension
1 TOP CHORD
1 -2 = 0/35 2 -3 = - 175/67 3-4 = - 78/104
4-5 = - 54/130 5-6 = - 60/164 6-7 = - 59/198
7 -8 = - 59/224 8-9 = - 59/214 9-10 = - 59/161
10-11 = - 59/102 11 -12 = -55/67 12 -13 = -76/40
13-14 = - 116/68
BOTCHORD
2 -25 = 0/146 24-25 = 0/146 23-24 = 0/146
22 -23 = 0/146 21 -22 = 0/146 20-21 = 0/146
19-20 = 0/146 18-19 = 0/146 17 -18 = 0/146
16-17 = 0/146 15-16 = 0/146 14-15 = 0/146
WEBS
10-18 = - 166/115 11 -17 = - 179/118 12 -16 = - 121/83
13-15 = - 288/193
NOTES (11)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp C;
enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind
(normal to the face), see MiTek "Standard Gable End Detail"
4) 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.
5) All plates are 1.5x4 MI120 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is
chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2 -0-0 oc.
9) * This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any other
members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 4 Ib uplift at joint 14, 52 Ib uplift at joint 2, 86 Ib uplift at joint 21, 93 Ib uplift at
joint 22, 98 Ib uplift at joint 23, 62 Ib uplift at joint 24, 169 Ib uplift at joint 25, 82 Ib uplift at
- joint 19, 94 Ib uplift at joint 18, 99 Ib uplift at joint 17, 57 Ib uplift at joint 16 and 183 Ib uplift at
joint 15.
11) All Plates 20 Gauge Unless Noted
Job Truss Truss Type Qty Ply I NEFH / POWERS
I
08030 T2GE ROOF TRUSS 1 1]
I Job Reference (optional)
Truss Engineering Corp., .200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:17 2004 Page 1
g g orp., Indian Orchard, MA 01151
�
-1 -0-0� 14 -0-0 27-8 -8
1 -0-0 14 -0-0 13-8 -8
3x4 = Scale = 1:37. •
8
7 9
1
6 10
6.00 1
6 11
■ ST T ■ 12
4
S
3 T'S 13
i
illiillk
il 2 1
'..DD . � O• . .O . OO• J•• 4••.•••`•'•' hD O.DDDDDDD.4••D•v••••'.DV•. J• DDOTOOOOO. D•.•••••• 4 ••••44••D.•••••••DDOD. JOO. � � .DDDDDDO� � O• DD4• J. D••••`•'••••• D••'•'•'•'•'•••V•••O•'•'.'•OD'. •OD4'� •VD•O•••D44'.'•••V••D4D•.•o
0
3x4 = iv . ....
3x4 =
5•5 = 5•5 =
27-8 -8
27-8 -8
Plate Off sets (X,Y): [18:0 -2- 8,0.3 -0], [22:0- 2- 5,0 -3-0] - - -__ - -- --- ----- - - - -_- — _ -- - - --
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
- ! TCLL 35.0 Plates Increase 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.10 Vert(TL) 0.02 1 >789 180
BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 14 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 120 Ib
LUMBER -- - -_ - -- -- - - -- TOP CHORD 2 X 4 SPF No.2 15 = 392/27 -8-8 Max Gray
BOT CHORD 2 X 4 SPF 1650F 1.5E *Except* Max Horz 25 = 402(Ioad case 6)
B2 2 X 4 SPF No.2 2 = 189(load case 4) 19 = 216(load case 7)
OTHERS 2 X 4 SPF Stud Max Uplift 18 = 204(load case 1)
14 = - 4(load case 4) 17 = 226(load case 7)
BRACING 2 = - 52(load case 5) 16 = 133(load case 1)
TOP CHORD 21 = - 86(load case 4) 15 = 392(load case 7)
Structural wood sheathing directly applied or 6-0-0 oc purlins. 22 = - 93(load case 4)
BOT CHORD 23 = - 98(Ioad case 4) FORCES (lb) - Maximum Compression /Maximum Tension
Rigid ceiling directly applied or 10-0-0 oc bracing. 24 = - 62(load case 4) TOP CHORD
' 25 = - 169(load case 4) 1 -2 = 0/35 2 -3 = - 175/67 3-4 = - 78/104
REACTIONS (lb/size) 19 = - 82(load case 5) 4-5 = - 54/130 5-6 = - 60/164 6-7 = - 59/198
14 = 168/27 -8-8 18 = - 94(load case 5) 7 -8 = - 59/224 8-9 = - 59/214 9-10 = - 59/161
2 = 277/27 -8-8 17 = - 99(load case 5) 10-11 = - 59/102 11 -12 = -55/67 12 -13 = -76/40
20 = 189/27 -8-8 16 = - 57(load case 5) 13-14 = - 116/68
121 = 209/27 -8-8 15 = - 183(load case 5) BOT CHORD
22 = 204/27 -8-8 Max Gray 2 -25 = 0/146 24-25 = 0/146 23-24 = 0/146
23 = 228/27 -8-8 14 = 168(load case 1) 22 -23 = 0/146 21 -22 = 0/146 20-21 = 0/146
24 = 127/27 -8-8 2 = 277(loadcase 1) 19-20 = 0/146 18-19 = 0/146 17 -18 = 0/146
25 = 402/27-8 -8 20 = 189(load case 1) 16-17 = 0/146 15-16 = 0/146 14-15 = 0/146
19 = 209/27 -8-8 21 = 216(load case 6) WEBS
18 = 204/27 -8-8 22 = 204(load case 1) 8-20 = -149/0 7 -21 = - 175/106 6-22 = - 166/113
17 = 226/27 -8-8 23 = 228(load case 6) 5-23 = - 180/118 4-24 = - 115/82 3-25 = - 300/191
16 = 133/27 -8-8 24 = 127(load case 1) 9-19 = - 175/102
! Continued on page 2
Job Truss Truss Type Qty Ply NEFH / POWERS
08030 T2 ROOF TRUSS 6 I 1
j — _ Job Reference (optional)
Truss Engineering Corp. Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 12 11:12:16 2004 Page 1
1 -1 -0-0 7 -3-2 1 14 -0-0 1 20 -8 -14 1 27-8 -8
1 -0-0 7-3 -2 6-8 -14 6-8 -14 6 -11 -10
ICI 4x6 = Scale = 1:37.
4
Pi I . 1 4 l b 1 - 1 1 4 i iiiiii 4 4 4 i 4 • 4 iiiii•
6.00 12
1.5x4
1.5x4 O
3 5
' 1, \
/ 411111111111 440 6
2
1 B1 MI —B2 Mil B3 iii
IIIMI IIII 3x8 = 8 9 10 7 5x5 =
6x6 = 6x6 =
1 10 -0-0 1 18 -0-0 1 27-8 -8 1
10 -0-0 8 -0-0 9-8-8
-------- ------ - - - - --
Plate Offsets (X,Y): [2:0- 8- 2,0- 0- 51,.[6:0- 0- 2,0 -1 -9], [7:0- 3- 0,Edge], [8:0- 3- 0,Edge]
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
. TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.29 7 -8 >999 240 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.54 2 -8 >605 180
BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.10 6 n/a n/a
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 96 Ib
LUMBER 8) NI Plates 20 Gauge Unless Noted
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E `Except* 5-6 = - 2633/604
B2 2 X 4 SPF No.2 BOT CHORD
WEBS 2 X 4 SPF Stud 2 -8 = - 595/2267 8-9 = - 252/1537 9-10 = - 252/1537
7 -10 = - 252/1537 6-7 = - 433/2219
BRACING WEBS
TOP CHORD 3-8 = - 574/366 4-8 = - 239/846 4-7 = - 237/810
Structural wood sheathing directly applied or 2 -2 -0 oc puffins. 5-7 = - 536/357
BOT CHORD
Rigid ceiling directly applied or 8 -11 -13 oc bracing. NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
REACTIONS (Ib /size) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
6 = 1496 /Mechanical enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
2 = 1595/0 -3-8 and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
Max Horz 3) As requested, plates have not been designed to provide for placement tolerances or
2 = 189(load case 4) rough handling and erection conditions. It is the responsibility of the fabricator to increase
Max Uplift plate sizes to account for these factors.
6 = - 355(load case 5) 4) This truss requires plate inspection per the Tooth Count Method when this truss is
2 = - 433(load case 4) chosen for quality assurance inspection.
I 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
FORCES (Ib) - Maximum Compression /Maximum Tension areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
TOP CHORD other members.
1 -2 = 0/35 2 -3 = - 2672/608 3-4 = - 2298/564 6) Refer to girder(s) for truss to truss connections.
4-5 = - 2274/564 7) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 355 Ib uplift at joint 6 and 433 Ib uplift at joint 2.
Job Truss Truss Type I Qty Pty NEFH / POWERS
08030 T1 GE ROOF TRUSS 1 1
Job Reference _(9 tA)n01 _ -- _ --
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:15 2004 Page 2
FORCES (Ib) - Maximum Compression /Maximum Tension
TOP CHORD
1 -2 = 0/35 2 -3 = - 171/67 3-4 = - 77/118
4-5 = - 53/143 5-6 = - 59/177 6-7 = - 58/211
7 -8 = - 58/237 8-9 = - 58/227 9-10 = - 58/174
10-11 = - 59/115 11 -12 = -53/71 12 -13 = -77/45
13-14 = -98/67 14-15 = 0/35
BOTCHORD
2 -26 = 0/167 25-26 = 0/167 24-25 = 0/167
23-24 = 0/167 22 -23 = 0/167 21 -22 = 0/167
20-21 = 0/167 19-20 = 0/167 18-19 = 0/167
17 -18 = 0/167 16-17 = 0/167 14-16 = 0/167
WEBS
10-19 = - 166/115 11 -18 = - 180/118 12 -17 = - 115/82
13-16 = - 300/190
NOTES (11)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category II; Exp C;
enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) 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"
4) 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.
5) All plates are 1.5x4 MI120 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is
chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2 -0-0 oc.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any other
members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 58 Ib uplift at joint 2, 84 Ib uplift at joint 14, 85 Ib uplift at joint 22, 94 Ib uplift at
joint 23, 98 Ib uplift at joint 24, 62 Ib uplift at joint 25, 168 Ib uplift at joint 26, 81 Ib uplift at
joint 20, 95 Ib uplift at joint 19, 98 Ib uplift at joint 18, 62 Ib uplift at joint 17 and 168 Ib uplift at
joint 16.
11) All Plates 20 Gauge Unless Noted
j I
1 Job Truss Truss Type Qty Ply NEFH / POWERS
08030 T1 GE ROOF TRUSS . 1 1 1
1 Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:15 2004 Page 1
�
-1 -0-0� 14 -0-0 � 28 -0-0 X 29 -0-0
1 -0-0 14 -0-0 14 -0-0 1 -0-0
-. Scale 1:38.4
3x4 =
8
7 9
6 10
6.00 12
6 11
111 4 12
ill
3 13
i i
2 ■ , r� ■ 1 Ill ■14
*:1 IF ' ' 1 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1'N'1'1'1'1'1'1'1'1'1'1'1'1'1'1 '1'1'1'1'1'1'1'171'1'1'1'1'1'1' 1'1'1'1'1'1'1'1'1'1'1'1'1'11'1 1'1'1'1'1'1'1'1'1'1'1'1' 1'1'1'1'1'1'1'1'1'1'1'1'1'1'1'1 "1'1'1'1'1'1'1'1''1'1'1'1'1' 1'1'1'1'1'1'1'1'1'1'1'1'1'1' 15 I 1'1 O
1 111111111111111 111111 1111111 111: 11111111111111111111111111111 11111111111111 111111 1111111111
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. 1 1 11 1 1 1 1 1 1 1 11 1 1 1 1 1 _ 11 1 " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1.1 1 1 1 1 1 11 1 1 1 1 1 .1 1 .1 1 1 1 ..1 1 1 1 1 1 1 1 1 1
�- 1.1.1.1.1- 1.1.1.1.1.1,1.1.1 - 1.1,1.1.1.1.E 1. 1. 1. 1- 1- 1- 1- 1- 1- 1.1.1.1 -1.1- 1.1.1.1.1,1.1, 1.1,1.1.1.1.1,1.1.1.1,1.1.1.1.1 1 -1 � �.1- ♦ -1.1 -� 1- 1.1- 1- 1.1.1.1.1.1.1 -1- 1.1.1. 1.1,1.1.1.1.1.1.1, 1.1.1.1.1.1.1. 1,1,,1. 1.1.1.1 -t 1. 1,1,1.1.1.1.1.1 -1 -t 1.1.1.1,1.1.1,1.1. 1.1,1.1,1 -t 1.1.1.1.1.1.1.1.1 t- 1.1.1.1. 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1
3x4 = Y 3x4 =
5x5 = 5x5 =
28 -0-0 1
28 -0-0
Plate Offsets ±X,Y): [19:0-2-8,0-3-0],[23:0-2-8,0-3-0]
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
- TCLL 35.0 Plates Increase 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.02 15 >789 180
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 14 n/a n/a
BCDL 10.0 Code IRC2000/TP12002 (Matrix) Weight: 122 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 16 = 402/28 -0-0 Max Gray
BOT CHORD 2 X 4 SPF 1650F 1.5E *Except` Max Holz 26 = 402(load case 6)
132 2 X 4 SPF No.2 2 = - 179(load case 5) 20 = 216(load case 7)
OTHERS 2 X 4 SPF Stud Max Uplift 19 = 204(load case 1)
2 = - 58(load case 5) 18 = 228(load case 7)
BRACING 14 = - 84(load case 5) 17 = 127(load case 1)
TOP CHORD 22 = - 85(load case 4) 16 = 402(load case 7)
Structural wood sheathing directly applied or 6-0-0 oc purlins. 23 = - 94(load case 4)
BOT CHORD 24 = - 98(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension
Rigid ceiling directly applied or 10-0 -0 oc bracing. 25 = - 62(load case 4) TOP CHORD
26 = - 168(load case 4) 1 -2 = 0/35 2 -3 = - 171/67 3-4 = - 77/118
REACTIONS (lb/size) 20 = - 81(loadcase 5) 4-5 = - 53/143 5-6 = - 59/177 6-7 = - 58/211
2 = 277/28 -0-0 19 = - 95(load case 5) 7 -8 = - 58/237 8-9 = - 58/227 9-10 = - 58/174
14 = 277/28 -0-0 18 = - 98(load case 5) 10-11 = - 59/115 11 -12 = -53/71 12 -13 = -77/45
21 = 190/28 -0-0 17 = - 62(load case 5) 13-14 = -98/67 14-15 = 0/35
22 = 209/28 -0-0 16 = - 168(load case 5) BOT CHORD
23 = 204/28 -0-0 Max Gray 2 -26 = 0/167 25-26 = 0/167 24-25 = 0/167
24 = 228/28 -0-0 2 = 277(load case 1) 23-24 = 0/167 22 -23 = 0/167 21 -22 = 0/167
25 = 127/28 -0-0 14 = 277(load case 1) 20-21 = 0/167 19-20 = 0/167 18-19 = 0/167
26 = 402/28 -0-0 21 = 190(load case 1) 17 -18 = 0/167 16-17 = 0/167 14-16 = 0/167
20 = 209/28 -0-0 22 = 216(load case 6) WEBS
19 = 204/28 -0-0 23 = 204(load case 1) 8-21 = -150/0 7 -22 = - 176/105 6-23 = - 166/114
18 = 228/28 -0-0 24 = 228(load case 6) 5-24 = - 180/118 4-25 = - 115/82 3-26 = - 300/191
17 = 127/28 -0-0 25 = 127(load case 1) 9-20 = - 176/101
Continued on page 2
;Job I Truss Truss Type Qty 1 Ply NEFH / POWERS
108030 171 ROOF TRUSS 6 11
1 ____ i Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:14 2004 Page 1
�
-1 -0-0� 7-3 -2 1 14 -0-0 - 20 -8 -14 28 -0-0 1 29 -0-9
1 -0-0 7-3-2 6-8 -14 . 6-8 -14 7-3 -2 1 -0-0
4x6 = . Scale = 1:38.4
4
e 1
i
6.00 FlY
1.5x4 \ 1.5x4 /i
3 5
' \ a .
2 6 _16\
1 NW NIP
II
o
al a
3x8 = 9 10 11 8 3x8 =
6x6 = 6x6 =
10 -0-0 I 18 -0-0 1 28 -0-0
10 -0-0 8 -0-0 10 -0-0
_Plate Offsets (X,Y): [2:0- 8- 2,0 -05], [6:0 -8-2,0 -0.51, [8:0- 3- 0,Edge], [9:0- 3- 0,Edge] __ - -_ _ __ _ _ ___
LOADING (pst) SPACING 2 -0-0 CSI 1 DEFL in (loc) I/defl Ud PLATES GRIP
- TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) - 0.30 8-9 >999 240 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.55 2 -9 >605 180
BCLL 0.0 Rep Stress Incr YES WB 0.36 I Horz(TL) 0.10 6 n/a n/a
BCDL 10.0 1 Code IRC2000/TPI2002 (Matrix) 1 Weight: 98 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except* 5-6 = - 2698/613 6-7 = 0/35
B2 2 X 4 SPF No.2 BOT CHORD
WEBS 2 X 4 SPF Stud 2 -9 = - 589/2291 9-10 = - 246/1560 10-11 = - 246/1560
8-11 = - 246/1560 6-8 = - 410/2291
BRACING WEBS
TOP CHORD 3-9 = - 574/366 4-9 = - 239/845 4-8 = - 240/845
Structural wood sheathing directly applied or 2 -2 -0 oc purlins. 5-8 = - 574/366
BOT CHORD
Rigid ceiling directly applied or 9-0-6 oc bracing. NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
REACTIONS (Ib /size) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category 11; Exp C;
2 = 1607/0 -3-8 enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
6 = 1607/0 -3-8 and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
Max Horz 3) As requested, plates have not been designed to provide for placement tolerances or
2 = 179(load case 4) rough handling and erection conditions. It is the responsibility of the fabricator to increase
Max Uplift plate sizes to account for these factors.
' 2 = - 435(load case 4) 4) This truss requires plate inspection per the Tooth Count Method when this truss is
6 = - 435(Ioad case 5) chosen for quality assurance inspection.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
FORCES (Ib) - Maximum Compression /Maximum Tension areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
' TOP CHORD other members.
' 1 -2 = 0/35 2 -3 = - 2698/613 3-4 = - 2324/569 6) Provide mechanical connection (by others) of truss to bearing plate capable of
4-5 = - 2324/569 withstanding 435 Ib uplift at joint 2 and 435 Ib uplift at joint 6.
7) All Plates 20 Gauge Unless Noted
Job I Truss Truss Type Qty Ply NEFH / POWERS
1
08030 M2 MONO TRUSS 7 1 Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:12:13 2004 Page 1
5 -0-0
2 -10 -7
1 -0-0 2 -10 -7 2 -1 -9 5
• Scale = 1:14.3
2x3 Q 6.00 4
� � ,': Aiiiiiiiill r
m
/gi oeio000.00iim -1-0-0
11 . 10 ..41° A
B1 3x4 -'/ Io
'/ . ,� 1
6
3x6 /i
3x6 H 4 -10-4 5
4 -10-4 0 -1 -12
Plate Offsets (X,Y): [2:0- 2- 0,0- 0- 6],[6:0 -2- 12,0 -1 -0] _ -,___
- -- - - - ---
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP
TCLL 70.0 Plates Increase 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.05 2 -6 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code IRC2000/TP12002 (Matrix) Weight: 21 lb
LUMBER 8) All Plates 20 Gauge Unless Noted
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 2 -3 = - 444/60 3-4 = - 288/69 4-5 = -86/44
WEBS 2 X 4 SPF Stud 5-6 = - 131/38
SLIDER BOT CHORD
Left 2 X 4 SPF No.2 1-11-3 2 -6 = - 101/257
WEBS
BRACING 4-6 = - 343/142
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. NOTES (8)
BOT CHORD 1) Wind: ASCE 7 -98; 100mph; h =256; TCDL= 4.2psf; BCDL= 5.Opsf; Category II; Exp C;
Rigid ceiling directly applied or 10-0 -0 oc bracing. enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
REACTIONS (Ib /size) 2) As requested, plates have not been designed to provide for placement tolerances or
2 = 592/0 -3-8 rough handling and erection conditions. It is the responsibility of the fabricator to increase
6 = 406/0 -1 -8 plate sizes to account for these factors.
Max Holz 3) This truss requires plate inspection per the Tooth Count Method when this truss is
2 = 153(load case 3) chosen for quality assurance inspection.
Max Uplift 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all
2 = - 129(load case 4) areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
6 = - 95(load case 4) other members.
5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 -1995 angle to
FORCES (Ib) - Maximum Compression /Maximum Tension grain formula. Building designer should verify capacity of bearing surface.
TOP CHORD 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
1 -2 = 0/3 7) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 129 Ib uplift at joint 2 and 95 Ib uplift at joint 6.
! Job Truss I Truss Type 1 Qty I Ply ' NEFH / POWERS
08030 9 g M1 MONOTRUSS L? 1 I Job Reference (optional__..______ Apr 12 —
Truss En ineerin Co 1 1 1.12:12 2004 Pa Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon ge 1
1
-1 -0-0 � 3-5-10 6 -0-0
1 -0-0 3 -5-10 2-6-6
2x3 f I Scale = 1:18.T
5 i
2x3 -
6.00 12
4
IIP
N
3
2
111 I
I. B1 I ' 1"
o
■ 3x4
6
3x6 ii
3x6 11
5 -10-4 6
5 -10-4 0 -1 -12
Plate Offsets (X,Y): [2:0- 2- 0,0-0- 6],_[6:0- 2- 7,0 -1 -1] __ -_ _ _ -_ _
---- - - - - -- - - - - - --
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP
- TCLL 70.0 Plates Increase 1.15 1 TC 0.24 Vert(LL) n/a - n/a 999 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 , BC 0.28 Vert(TL) -0.11 2 -6 >665 180 1
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a !
BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight: 25 Ib
LUMBER 8) All Plates 20 Gauge Unless Noted
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 2 -3 = - 551/80 3-4 = - 375/89 4-5 = - 106/50
WEBS 2 X 4 SPF Stud 5-6 = - 150/43
SLIDER BOT CHORD
Left 2 X 4 SPF No.2 1 -11 -3 2 -6 = -123/335
WEBS
BRACING 4-6 = - 442/179
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. NOTES (8)
BOT CHORD 1) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp C;
Rigid ceiling directly applied or 10-0 -0 oc bracing. enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
REACTIONS (Ib /size) 2) As requested, plates have not been designed to provide for placement tolerances or
2 = 676/0 -3-8 rough handling and erection conditions. It is the responsibility of the fabricator to increase
6 = 496/0 -1 -8 plate sizes to account for these factors.
Max Horz 3) This buss requires plate inspection per the Tooth Count Method when this truss is
2 = 179(load case 3) chosen for quality assurance inspection.
Max Uplift 4) ' This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all
2 = - 142(load case 4) areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
6 = - 115(Ioad case 4) other members.
5) Bearing at joint(s) 6 considers parallel to grain value using ANSUTPI 1 -1995 angle to
FORCES (Ib) - Maximum Compression/Maximum Tension grain formula. Building designer should verify capacity of bearing surface.
TOP CHORD 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
1 -2 = 0/3 7) Provide mechanical connection (by others) of truss to bearing plate capable of
L withstanding 142 Ib uplift at joint 2 and 115 Ib uplift at joint 6.
Job I Truss Truss Type i Qty Ply I NEFH / POWERS
I
08030 i G6 ROOF TRUSS 1 (optional)
- _ i ! � !Job Reference I
Truss Engineering Corp., Indian Orchard, MA 01151 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Apr 1211:10:58 2004 Page 1
3 -9 -11 6-6-0 9 -2-5 13 -0-0
3 -9 -11 2-8-5 2-8-5 3 -9 -11
4x5 I I Seale: 3/8 " =V
3
3x6--
10.00 12 3x6
1
4
2 'i /b
•
5
I A • Ems E ► ∎, N
'61111111111111 a !��IIIMIII■:■III�111► I
. 9 8 10 7 11 6 12 13 ��
5x6 i MSH29 4x9 7x8 = MSH29 4x9 MSH29 MSH29 •
MSH29 MSH29
3 -9 -11 � 6-6-0 9-2-5 13 -0-0
3 -9 -11 2-8-5 2-8-5 3 -9 -11
Plate Offsets (X,Y): 16:0 -4-8,0 -0-41, 17:0 -4-0,0 -4-12] -- -- - --- - — _ -- - -- --
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP
_ TCLL 35.0 Plates Increase 1.15 TC 0.33 Vert(l.l.) -0.06 7 >999 240 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.37 Vert(TL) - 0.09 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.60 Hcrz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code IRC2000liP12002
(Matrix) 1 Weight: 164 Ib
LUMBER 5) As requested, plates have not been designed to provide for placement tolerances or
TOP CHORD 2 X 4 SPF No.2 TOP CHORD rough handling and erection conditions. It is the responsibility of the fabricator to increase
BOT CHORD 2 X 8 SYP DSS 1 -2 = - 5657/1386 2 -3 = - 4075/1084 3-4 = - 4075/1085 plate sizes to account for these factors.
WEBS 2 X 4 SPF Stud *Except* 4-5 = - 5677/1395 6) This truss requires plate inspection per the Tooth Count Method when this truss is
W3 2 X 4 SPF No.2 BOT CHORD chosen for quality assurance inspection.
WEDGE 1 -9 = - 1032/4084 8-9 = - 1032/4084 8-10 = - 1032/4084 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all
Left: 2 X 4 SPF Stud, 7 -10 = - 1032/4084 7 -11 = - 968/4116 6-11 = - 968/4116 areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
Right: 2 X 4 SPF Stud 6-12 = - 968/4116 12 -13 = - 968/4116 5-13 = - 968/4116 other members.
WEBS 8) Provide mechanical connection (by others) of truss to bearing plate capable of
BRACING 2 -8 = - 520/2203 2 -7 = - 1608/530 3-7 = - 1277/4855 withstanding 1587 Ib uplift at Joint 1 and 1336 Ib uplift at joint 5.
TOP CHORD 4-7 = - 1660/545 4-6 = - 538/2267 9) Use USP MSH29 (With 10d nails into Girder & 10d nails into Truss) or equivalent
Structural wood sheathing directly applied or 5-0-0 oc purlins. spaced at 2 -0-0 oc max. starting at 2 -0-12 from the left end to 12 -0-12 to connect
BOT CHORD NOTES (13) truss(es) T2 (1 ply 2 X 4 SPF) to back face of bottom chord. Blocking required above the
Rigid ceiling directly applied or 10-0 -0 oc bracing. 1) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: heel of the tamed truss to reach full uplift capacity. (See MiTek's "Hanger Blocking
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Detail" for blocking installation.)
REACTIONS (Ib /size) Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7 -0 oc. 10) Fill all nail holes where hanger is in contact with lumber.
1 = 6334/0 -3-8 Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 11) WARNING: The following hangers are manually applied but fail due to geometric
5 = 5619/0 -3-8 2) All loads are considered equally applied to all plies, except if noted as front (F) or back considerations: MSH29 on back face at 4-0-12 from the left end, MSH29 on back face at
Max Horz (B) face in the LOAD CASE(S) section. Pry to ply connections have been provided to 6-0-12 from the left end.
1 = - 217(load case 2) distribute only Toads noted as (F) or (B), unless otherwise indicated. 12) Special hanger(s) or other connection device(s) shall be provided sufficient to support !
Max Uplift 3) Unbalanced roof live loads have been considered for this design. concentrated load(s) 1607.21b down and 434.91b up at 0 -1 -12, and 167.71b down and
1 = - 1587(Ioad case 4) 4) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C; 4.31b up at 12 -10-4 on bottom chord. The design /selection of such special connection
5 = - 1336(load case 5) enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left device(s) is the responsibility of others.
and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 13) All Plates 20 Gauge Unless Noted
FORCES (Ib) - Maximum Compression/Maximum Tension
* * * ** IMPORTANT NOTE * * * **
It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval.
Any and all changes must be received by Truss Engineering prior to the cancellation date.
Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation
date will be perceived as a full approval of order.
Truss Engineering is responsible for supplying only the material as listed on the order. SUB-TOTAL
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges. GRAND TOTAL
Contractor Copy of Order
3 7 � R a /S�Q �
WORK ORDER #08030 ORDER DA E: 04/12/04
TRUS , 181 GOODWIN ST Deliver Week Ending: 05/01/04
ENGINEERING PO BOX 51027
CORPORATION INDIAN ORCHARD, MA 01151 Cancellation Date:04 /16/04
r ∎ ∎ ∎ ∎ ∎ ∎ ∎/ Job: NEFH / POWERS
MANUFACTURERS OF ROOF & FLOOR TRUSSES POWERS
Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187
NORTHAMPTON, MA
Sold To:A. Boilard Sons, Inc.
P.O. Box 51065 P0:45487
Indian Orchard, MA 01151 Ordered By: John Bolduc
Attn:John Bolduc
Phone: (413)- 543 -4100 Our Salesman: John Goodrich
Requested Delivery: / /
LOADING TCLL- TCDL- BCLL -BCDL
ROOF TRUSSES INFORMATION 35.0,7.0,0.0,10.0 ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT BYJFG ON: 04/12/04
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVRHG / CANT I SHIPPING I UNIT UNIT TOTAL
PLY TOP 1 BOT TRUSS ID SPAN SPAN TOP BOT LEFT � RIGHT WIDTH WEIGHT PRICE PRICE
1 GIRDER
® 06 -01 -05 � 82
2 Ply 10.001 0.00 G6 113 - 00_00 13 - 00 - 00 2 X 4 2 X 8 I _ -
MONO TRUSS 01 -00 -00 03 - - 25
AA 7 6.00 0.00 M1 06 -00 -00 06 -00 -00 2 X 4 2 X 4
05 -00 -00 05 -00 -00 2 X 4 2 X 4
7 1 s.00 0.00 MONO A 2RUSS 01-00-00 4 03 21
6 6.00 0.00 Ti N 28-00-00 28 -00 -00 1 L2 X 4 2 X 4 01 -00 -00 01 -00 -00 07 98
- - — - 1 2 X- --
1 6.00 0.00 T1 GE 28 -00 -00 28 -00 -00 12 X 4 2 X 4 07 -09 -15 121
_ L
GABLE � 01 -00 -00 01-
SPECIAL 01 -00 -00
6 6.00 0.00 T2 28 -00 = 00 27 -08 -08 2 X 4 2 X 4 07 _ T 96
GABLE 01 -00 -00
((((j��� j
��
-III 1 6.00 0.00 T2GE 28 -00 -00 27 -08 -08 2 X 4, 2 X 4 07 - - 119
10 6.00 0.00
SPECIAL 14 -00 -00 14 -00 -00 2 X 4j 2 X 41 101 -00 -00
T3 04 - 03 - 15 39
GABLE 01 -00 -00 04 - - 47
1 6.00 0.00 T3GE 14 -00 -00 14 -00 -00 2 X 4� 2 X 4
® SPECIAL 09 110
3 10.00 0.00 T4 20 -03 -08 20 -03 -08 2 X 4 2 X 4
® 1 GABLE 09 109
1 10.00 0.00 T4GE 20 -03 -08 20 -03 -08 2 X 4 2 X 4
® SPECIAL 09 -06 -14 109
7 10.00 0.00 T5 20 -03 -08 20 -00 -00 2 X 4 2 X 4
-- --- -- -- --
GABLE 01 -00 -00 01 -00 -00
06 -07 -09 58
i
1 1 10.00 0.00 T6GE 13 -00 -00 13 -00 -00 2 X 412 X 4
ROOF SUB - TOTAL:
ITEMS
QTY ITEM NAME ITEM TYPE 1 NOTES 1 IT TA L
PRI P
6 MSH29 Hanger I I l
ITEMS SUB - TOTAL:
i - 4 ow
$11.9A I TiA 311612 - P.7 ...
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i �
. DEPARTMENT OF BUILDING INSPECTIONS I -=-7---E= =E _ =i_
INSPECTOR 212 Main Street • Municipal Building ',-- ,
Northampton, MA 01060 pi S`,y
e
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as his /her construction supc :.' sor. The state defines "Homeowner" as, " Person(s)
who owns a parcel on which he /she resides or intends to be, a one or two famil
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 Dour), 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 and inspections as
required can DELAY the project until such time as the proper permits and inspections are
J ade
J 1 4 f . ' .� 1 understand the above.
(Home owner /residents signature requesti g exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me.
Date V / t D5
Address of work
location 4 / ) C f 701/4 — Pr i v -�
- (c1- c ✓Af bl0L a
1
- ttntr p f
•
/
�-\
v-
}C o� GIN of �QZ"fl !
i f WV, N
"3 I ..61 s31;cllnsr1!a' � !-
@ te ter/►! •
to"
--4--""--•,••• DEPARTMENT OP IIUILD1NG INSPECTIONS •
212 Main Street. ' Municipal Building
Northampton, Mass. 01060 r ' '
WORKERS COMPENSATION NSI RACE AFFIDAVIT
1, __ _�.._.c47 _ ` b - C 4_ - - - -- - - -- ............... - - --
(liccnsxJpermittcc)
with a principal place of business/residence at: —
`
I e T ` p r e ve leru2- -e-c_. Pt it (l:hone') /: git 6 7 37
(sa rt/c ty /s p)
do hereby certify, under the.pains and penalties of perjury, that
( ) I am an employer providing tile followineworker's compensation coverage For my
employees worldng on this job:
-
r •
(Lnsur-_-n= Co car r•) (Policy Nu_nbcr) C'' :pimtion Dat.e)
-
( ) I am a sole proprietor, general contractor or homeowner (cistie orie) and have hired
the connactprs listed below wbo have the following worker's coDpensation policies:
Mame of Contractor) (Insuranc;: Cornoanyi ?oucr Numlc:) ( xpiriuoi? Dntc)
(N: me of Contranor) (1n_sarancc Company/Policy Number) (11 Date)
(Name of Conlydelo;) (1.nsur Compa.oy/Policy Namb -r) (Expi scion Date)
-
f
(Name of Contractor) (Lasuran Company/Policy Numb :r) (Expiration DaLL) -
(anxh ad'Srt:ocn! elect . ifncc. -- to a,GUd_ infortnanoa pc-uaniott to all occc— _C.o:-o) •
{) 1 am a sole proprietor and have no one worEng for me-
I am,a home owner perforrning all the work myself.
NOTE: p! bc ccryrc t1:at w'Iz.Ic bcmr-0w-acra wbo ccaplcy pecoas to do m-r•.te,co c rupair work txi . d "T-u - "o of
Dot tnoce th_a tb h.3 in u'1ieb the bocnoowocr mild= or co th.c prow s,-tpurtan tbcoo a.-t ooc t-), -.1.1y eecd, •ni to bc
ttxployes ,,re-- the wca-1; cta Act (G1.1I52s 1(5)). e.ppticatico by a bomeoa»e for c lieo±_ cc porrnit tr=y e•ideaoc the
legal ctanu of en •=vloyx ueder tho Wor4.ort Cec ..lion Act_
1 undo mktard dux a copy of this alt ®cat ra.y be forwarded to the pcganmma of 1 • ilacdcaU' C45... of ism "o.- rot t6.
covtn vci6 pupa AM [hot L-iha-c to saauc =tics Sc oa 25 A of MOL 152 cm I4 to the to:politico of citniaal po.altia
coos:airs of a floc of up to S1,100.00 and/or jarpriscsozoe=d of up to ooc yev end civil pcoal'ua to the focal of a Stop Work Ord• .ad a
•
firm 0(5100.00 a thy ag josi tnc
_____
• For dcp<rta.�� use only . —
1 � V2 l t`Itirnl) vt, 10 Si 10•A , f L . — crmittt c -- .
, , ,
SECTION 8 -I CONSTRUCTION SERVICES ,
8.1 Licensed Construction Supervisor: Not Applicable ❑ `
Name of License Holder :
License Number
Address Expiration Date
Signature Telephone
Kilec ete E or r pre `ne ® } _ �._ < - ° .__ Not Applicable ❑
Company Name Registration Number - _— —
Address Expiration Date
Telephone
-
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 ❑
a, - r
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 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 �of Massachusetts General Laws Annotated.
Homeowner Signature 1110,,,
i/
P
i
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition ❑:; Replacement Windows Alteration(s) ED Roofing
Or Doors 0
Accessory Bldg. ❑ Demolition El New Signs [II] Decks [p Siding [I]] Other [E
rief Description of Proposed
Work: k: po iL5 C w�. nn.l ca V(A- Ptd 17)tR w r 5 r � i 1. L u, t
111111///// Alteration of existing bedroom Yes 'q( No Adding new bedroom Yes )4 No / ��
Attached Narrative Renovating unfinished basement X Yes No
Plans Attached Roll Sheet � ce, teaµ
sa `61ase'a , •.9 d th o�c xtar'n iouslnq, rrmDIet uo t :
a. Use of building : One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? 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 No. Is construction within 100 yr. floodplain Yes No
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 Private well City water Supply
SECTION Ta - ' OWNER AUTHORIZATION TO COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING - PERMIT
I, , 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
L ' v 1.---"(-•...e 1, , as Owner /Authorized
Agent hereby declare that the stajements and inform on on the foregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury. '
Prin ame
II IP P
f
/ /ilk ( o � Gr /6 s-
D to /
Signature of f / er� a
L
e tion 4. ZONING All InformatioN Must Be Completed. Permit Can Be Denied Due To Incomplete Information
ic Existing Proposed Required by Zoning
I t f . - This column to be filled in by
Building Department
Lot Size
Frontage I . '
Setbacks Front 1 I 1
Side L, ' R: L:' i R:i
3 !
Rear
Building Height , _.._ ,
Bldg. Square Footage i % I 1 i
Open Space Footage %
(Lot area minus bldg & paved I___j 1 f €
parking) .
# of Parking Spaces f `
Fill: I
(volume'* Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO 0 DON'T KNOW 0 YES 0
IF YES, date issued:`
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT 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 0 DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained Date Issued:
C. Do any signs exist on the property? YES 0 NO 0
IF YES, describe size, type and location: I
D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0
IF YES, describe size, type and location: j
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 0 ,- NO 0
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
•4
is e . a ..y I .. r
City of N ?amp
� r ,��
din g Department ' .
�iirl
`� � i Main Street 4, �» c. : LI t
,
Room 100 e y F
Northampton, MA 01060
�� A�
1b n 3 -587 =1240 Fax 413- 587 -1272 Ala
AF icii Y f C + I N, ' �R(JC T, A�TER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE " INFORMATION
1 1 Property Address: a F This section to be by office
� c ^
J 1c e. o J r, Map Lo Unit,
�� la F' Pir � �. A 0 a- Z one r Overla Di
rElm St D stmt . _ _ CB Dist nct "
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
e s ' I i--C) I�q / .,1e( ��,,,4 DI-,ve l Mfl of062
Name (Pr nt 1 Current Maili Ad ress:
ss 3 ) 0 �-7/ c��i
Telephone Y ( 2 _ , ---- y t-/ _. / 7 '7 1 , mot ,,
2.2 A rized Agent:
Name (Print) Current Mailing Address:
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION? COSTS `
Ite Estimated ) to Official Use Only
completed by Cost permit (Dollars applicant be
1. Building ®' d, 3� �� (a) Building Permit Fee
2. Electrical is '1 c ' ! (b) ite T
1 Est Construct ion otal fro Cost (6) of
3. Plumbing Building Permit Fee
4. Mechanical (HVAC) 4 to o
5. Fire Protection / V
6. Total = (1 + 2 + 3 + 4 + 5) (d 3 D y Check Number /'9 6`—'
i This Section For Offiicial Use Only
Building Permit Num be Issued:
r. Date
Signature: r
Building Commissioner /Inspector of Buildings Date
•
File # BP- 2005 -1112
APPLICANT /CONTACT PERSON DARLING JEFFREY & BRENDA
ADDRESS/PHONE 15 ICE POND DR FLORENCE (413) 584 -6737 0
PROPERTY LOCATION 15 ICE POND DRIVE 7I5le
MAP 37 PARCEL 092 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
.._, PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out /(� ii ,c5
Fee Paid / ! ( e ui ,c5/
Typeof Construction: BASEMENT RENOVATION ( PLAYROOM WITH FUTURE BATHROOM)
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 FO LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ATION PRESENTED:
pproved 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 C 'ssion
,____- e 5" j"
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.
•
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CITY OF NORTHAMPTON, MASSACHUSETTS
a, DEPARTMENT OF PUBLIC WORKS
UMW t',
125 Locust Street
• Northampton, MA 01060
413 -587 -1570
Fax 413 - 507 -1576
Samuel B. Brindis, RE.
Director, City Engineer
Gullford B. Mooring, P.E.
Assistant Director et Public Works
BOARD OF PUBLIC WORKS
DRIVEWAY PERMIT
•
GENERAL INSTRUCTIONS AND REGULATIONS
1. A "Driveway Permit" is required in all cases where a new curb cut or an alteration to an
existing curb cut is proposed on a City public way.
2. Driveway permits issued by the Board of Public Works (BPW) shall be attached to and
become part of the "Building Permit" issued by the Building Inspector.
3. Prior to the issuance of a "Building Permit" the owner of any lot to be serviced by a new
driveway shall apply to the BPW for a "Driveway Permit" by completing the pertinent
portions of the permit (see attached). Once the location of the driveway is approved by the
BPW, a building permit may be issued.
4. The Building Inspector shall not issue an "Occupancy Permit" unless the driveway to the lot
has been approved by the BPW.
5. By the issuance of a driveway permit for the stated location, neither the City of Northampton
nor the Department of Public Works imply that no drainage problems will result with the
driveway when constructed. Properties situated or driveways installed in low lying areas in
the path of the natural drainage will be subject to water problems. These problems may
include water sheeting across roadways adjacent to the driveway. The City and the DPW
assume no responsibility for any such drainage problems. The owner of the property is
responsible for constructing and maintaining the driveway with adequate provision for natural
•
water runoff situations.
• ' b'muel B Brindis, P.E.
Director of Public Works
C:uvlyFiles\Lyn1Driveway Perini( General Instructions
•
(SUBJECT TO ATTACHED CONDITION 1 & 2)
D50 -04
Permit No.
Conditions: Driveway Permit
In lieu of plan approved by City Engineer
I agree to the following added conditions:
1. I will contact the Department of Public Works and have an inspector
check and approve the graded gravel base prior to paving to insure
compliance with slope and location;
2. I further agree that if in the inspections any of the permit conditions are
not met that I will at no expense to the City remove and replace the
driveway as directed by the City Engineer.
By:
Petitioner
Jim Powers 413 - 584 -4204
Note: The Public Works Department recommends that you provide a plan showing the
proposed driveway with grades and location in the future to avoid possible
expense which you will incur by not getting approval of actual plans in advance.
cc: Building Inspector
Permit No D50 -04
CITY OF NORTHAMPTON, MA \
DRIVEWAY PERMIT
YYb
Date: March 29, 2004
FEE: $25.00 CHECK #: 884
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petitions your honorable body for:
Permission to install a driveway at 15 Ice Pond Drive Lot #2
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All
drainage shall be directed off the driveway surface to adjacent land and not on the existing
roadway. Driveway surface to be paved as soon as possible if the grade of the proposed
driveway exceeds 3 % or more. Homeowners will be held responsible for any cost to the City
of Northampton in the event of a washout of this driveway.
Jim Powers
109 Glendale Road Florence, MA 01061
Telephone #: 413 -584 -4204
Proposed Location
Inspected By:
Gravel Base Grade (
Inspected By:
Final Approval
THE BOARD OF PUBLIC WORKS voted that petition be granted.
George Andrikidis
Director of Public Works
; U 0
-- ;:e. - E•:"T- -f rz• . - - .: •
O SL-C ttIP1-
cf Norfliquipton
.m.,sacht,„rn.
-6505strr -
DEPARTMENT OF BUILDIRC INSPECTIONS = •
SPGC TOP
212 /vfain Sired. unicipal Building
17:
Nort.httliptoli, Mns..s. 01 OGO
Square Footage
Amount
• Basement' - $ .15
.Ist Floor @ q . 5-C
2n6 Floor @ $ q 779 30 .
1/2 Floors, Attic. Garage $ _33 L ida
•
Deck, Porches $
6 1
TOTAL
•
=
11(
•
•
•
•
: •
. • .
. .
, •
MAR 18 2004 3:S7PM AMERICAN HOME CONSTRUCTIO 413 - 323 -5583 p.4
100 -1313 0.5 1 0.5 0.5 1.0
- -- -NOTES TO FIELD (BAIding Department Use Only
MAR 18 2004 3:56PM AMERICAN HOME CONSTRUCTIO 413 -323 -5583 p.
• be determined. Manufacturer manuals for all installed heating
and cooling equipment and service water heating equipment must be
provided. Insulation R- values, glazing U- values, and heating
equipment efficiency must be clearly marked on the building plans
I or specifications.
I DUCT INSULATION:
E 1 1 Ducts shall be insulated per Table J4.4.7.1.
I DUCT CONSTRUCTION:
E 3 1 All accessible joints, seams, and connections of supply and return
ductwork located outside conditioned space, including stud bays or
I joist cavities /spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according tc the
manufacturer's installation instructions. Mesh tape may be
omitted where gaps are less than 1/8 inch. Duct tape is not
I permitted. The HVAC system must provide a means for balancing
1 air and water systems.
TEMPERATURE CONTROLS:
E 3 1 Thermostats are required for each separate HVAC system. A manual
I or automatic moans to partially restrict or shut off the heating
and /or cooling input to each zone or floor shall be provided.
HVAC EQUIPMENT SIZING:
[ 3 1 Rated output capacity of the heating cooling system is
1 not greater than 125: of the design load as specified
I in Sections 780C1"R 1310 and J4.4.
E 1 1 SWIMMING POOLS:
I All heated swimming pools must have an or /off heater switch and
require a cover unless over 20% of the heating energy is from
non - depletable sources. Pool pumps require a time clock.
E 0 f HVAC PIPING INSULATION:
I HVAC piping conveying fluids above 120 F or chilled fluids
below 55 F must be insulated to the following levels (in.):
PIPE SIZES (in.)
I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0 -1" 1.25 -2" 2.5 -4"
I Low pressure /temp. 201 -250 1.0 1.5 1.5 2.0
Low temperature 120 -200 0.5 1.0 1.0 1.5
Steam condensate any 1.0 1.0 1.5 2.0
COOLING SYSTEMS:
Chilled water or 40 -55 0.5 0.5 0.75 1.0
refrigerant below 40 1.0 1.0 1.5 1.5
[ 3 1 CIRCULATING HOT WATER SYSTEMS:
1 Insulate circulating hot water pipes to the following levels (in.):
PIPE SIZES (in.)
NON - CIRCULATING I CIRCULATING MAINS & RUNOUTS
I HEATED WATER TEMP (F): RUNOUTS 0-1" I 0 -1.25" 1.5 -2.0" 2.0 +"
370 -1813 0.5 1 1.0 1.5 2.0
1 140 -160 0.5 1 0.5 1.0 1.5
MAR 18 2004 3 :56PM AMERICAN HOME CONSTRUCTIO 413 - 323 -5583 p,2
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software Version 2.01
DATE: 3 -18 -2004
81dg.1
Dept.1
Use
I CEILINGS:
E 7 1 1. R -30
Comments /Location
(WALLS:
C 7 1 1. Wood Frame, 16" O.C., R -19
Comments /Location
I WINDOWS AND GLASS DOORS:
C 0 1 1. U- value: 0.49
For windows without labeled U- values, describe features:
* Panes Frame Type Thermal Break', C 7 Yes C 1 No
I Comments /Location
DOORS:
C 1 1 1. U- value: 0.37
Comments /Location
FLOORS:
E D 1 1. Over Unconditioned Space, R -19
Comments /Location
HVAC EQUIPMENT:
C 1 i 1. Furnace, 89.5 AFUE or higher
Make and Model Number
C I 1 2. Air Conditioner, 10.0 SEER
I AIR LEAKAGE:
C 3 I Joints, penetrations, and all other such openings in the building
I envelope that are sources of air leakage must be sealed. When
installed in the building envelope, recessed lighting fixtures
shall 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.
I
2. Type IC rated, in accordance with Standard ASTM E 283, with no
more than 2.0 cfm (0.944 L /s) air movement from the the
conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs /ft2 pressure
difference and shall be labeled.
1 VAPOR RETARDER:
C 3 1 Required on the warm -in- winter side of all non - vented framed
I ceilings, walls, and floors.
I MATERIALS IDENTIFICATION:
1 3 I Materials and equipment must be identified so that compliance can
nassachusetts Energy Code 1 Permit a
MAS.check Software Version 2.01 1 I
I I
I Checked by /Date 1
CITY: Northampton
STATE: Massachusetts
HDD: b404
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (N n- Electric Resistance)
DATE: 3-18-2004
COMPLIANCE:
Required .A = 463 9 vPk
Your Hoe = 351
Area or Cavity Cont. Glazing /Door
Perimeter R -Value R -Value U -Value UA
CEILINGS 993 30.0 0.0 35
WALLS: Wood Frame, 16^ 0.C. 2448 19.0 0.0 147
GLAZING: Windows or Doors 222 0.490 109
DOORS 40 0.370 15
FLOORS: Over Unconditioned Space 955 19.0 0.0 45
HVAC EQUIPMENT: Furnace, 89.5 AFUE
HVAC EQUIPMENT: Air Conditioner, 10.0 SEER
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 requirements of the Massachusetts Energy Code.
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 ipment selected to heat or cool the building
shall be no greater an 1 ' h- desi•n lo0 as specified in
Sections 780CMR 131 and J4 my ; /, :: 1
Builder/Designer 1 � Date 1 `^' - Q y
CI_ .
LC 3WN, la 01007
MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
587 -1098
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity associated with this application.
Location: 15 Ice Pond Drive Lot 2
Inquiry Made By: Jim Powers 584 -4204
Date of Inquiry: 03/24/04
Municipal Water Main in
Existing service to
Front of Location? Yes X No: site? Yes: X No:
Size of Water Main: 8" Material: DI Age: 2003
Number of Type of X Single Family Type of X Private
Units: 1 Unit(s): Accessory Apart. Ownership: Condo
Multi- family Rental
Approximate Static Street 65 Flow Test Conducted : Yes: No: X
Pressure: If done attach results
Size of Service Connection: 1"
Comments: The Water Department cannot guarantee adequate water pressure during peak demand
times at elevations above 320 feet. The City of Northampton has not accepted responsibility for the maintenance
of the water main and service connections as of this date of inquiry.
• A corresponding water entrance fee shall be paid prior to making any connection to the municipal water
system.
• Arrangements of such installation shall be made with the Northampton Water Department with a minimum of
5 working days notification.
• ...... work shall con to Northampton Water Department specifications.
1 Arw� G )° C S . -_..
David W. Sparks, Superint ndent of Water
cc: Ned Huntley, Asst. City Engineer
CITY OF NORTHAMPTON BOARD OF PUBLIC WORKS
SANITARY SEWER FORCE MAIN POLICY
The purpose of this policy is to establish the guidelines, procedures, specifications and conditions
associated with sanitary sewer force mains that will become the responsibility of the Department
of Public Works (DPW). The following conditions shall apply:
1. All information associated with the entire force main system shall be submitted by the
applicant to the DPW for approval. The information shall include, but not be limited to,
technical specifications of every system component, capacity of system, operation of
valves, pumps and other controlling mechanisms, installation procedures and detailed
testing protocols.
2. If the force main system is part of a proposed subdivision, its installation and inspection
shall conform to the City' Subdivision Rules and Regulations in addition to the
conditions stated in this policy. In all other cases, its installation and inspection shall
conform to applicable Rules and Regulations of the DPW in addition to the conditions of
this policy.
3. Force main systems shall be designed so that individual pump chambers shall be located
outside the street layout. Curb stops and check valves shall be installed at the property
line.
4. No connection to the common force main system shall be allowed unless a "Municipal
Sewer Availability" and "Residential or Commercial Building Sewer Application" are
submitted and approved by the DPW. Attached to these documents shall be the
technical specifications, manufacturer's name, model and rated capacity of the proposed
pumping system.
5. Prior to the replacement or upgrade of any .existing pumping system, the information
requested in Item 4 above must be submitted to the DPW for approval.
6. Pumping chambers on private property shall be accessible at all times. The DPW has the
right to enter said property at any time for the purpose of examining the pumping station
for compliance with the regulations stated in this policy. The DPW will not be
responsible for damage to any plantings or landscaping placed over or in close proximity
to the pumping chamber access.
7. A red light indicating system problems /failure shall be installed outside every structure
connected to the force main system. Said light shall be clearly visible from a vehicle
traveling on the adjacent roadway.
8. It is the responsibility of every owner of a property/structure that is connected to the
common force main to insure that all components of their service line are functioning
properly and in accordance with the approved submittals.
9. Any violation to this policy may cause the service line of the structure in question to be
shut -off at the curb stop. In addition, if the violation causes damages to either the
common force main or to adjacent structures connected to the system, the responsible
party shall bear the cost of all repairs and claims associated with said violation.
10. The DPW will become responsible only for the components of a sanitary force main
system located within the layout of a City accepted street. Acceptance of a street can
only be approved by the Northampton City Council.
Adopted by the Board of Public Works on May 14, 2003.
C:\ Policies \SanitaryForceMainsApril2003
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department 7 c_
125 Locust Street �
Northampton, MA 01060
587 -1570 ' :" - 6 :1CO4
A Department of Public Works Trench Permit shall be require
prior to any construction or connection activity associated with this application.
Location: 15 Ice Pond Drive Lot 2
Inquiry Made By: Jim Powers 413 - 584 -4204
Date of Inquiry: 03/24/04
Municipal Sewer Main in Front of Location: Yes X No
Municipal Storm Drain Available: Yes No X
Size of Sewer Main: 8" Material: P.V.C. Age: New in
2003
Depth of Sewer Main: 8'
Size of Service Connection: 6" PVC
Confluents: . The City of Northampton has not accepted responsibility for the
maintenance of the sewer main and service connections as of this date of inquiry.
A corresponding "sewer entrance fee" shall be paid prior to making any connection to the
municipal sewer system. Arrangements of such installation shall be made with the Northampton
Streets Department with a minimum of 5 working days notification. All work shall conform to
Northampton Streets Department specifications.
l(rJ.4%.43r S torm Drain Concurrence
-T 7) 1-2-01
Joseph Thomas, Superintendent Douglas McDonald, Enviromental Planner
Streets Department Engineering Department
cc: Ned Huntley, City Engineer
Anthony Patillo, Building Inspector
9 _11try r p •
- � �� (if12 of �rrt:f ' toil i * _M=-
�, '1 _
A 2 t� ..q E �tasartrhntrl(e'
� DEPARTMENT OP nuiLorNc INSPECTIONS di :
\tt: -,
cz> 212 Main Street ' Municipal Building
Northampton, Hass. 01060 IMO s''
WOR14;R.S COMPENSATION MSITRANCL AFFIDAVIT
(li ccusddpermi tree )
with a principal place of business/residence at:
(phone')
(str t /city /sta tcizi p)
do hereby certify, under the pains and penalties of perjury, :hat
( ) I ain an employer providing the followine worker's compensnon cover for Inv
employees NI'or og on this job.
' (Insu-ra c Company-) (Potic: Nu-rabcr) (E: Date)
I am a sole proprietor eneral contract() r homeowner (circle one) and have hired
tNe contractors listed below who have the following worker's COD DtrlSadon pcticies:
4./A 72 l A.), ,/,....,..-,,,,... . , . ,_ 0 = c1Y -6Y'
(Nam of Co :v.r cior) (If iranc.: CoInoasny /PGUCi Nu - 11Cr) (:"xi)lidtior Date)
(Name. of CooQZctor) (insura.ncc Company /PoLiev Nuncrr) xpu tion Date)
(Name of Contractor) (Insurancz Company/Policy Ni) umb (Expirdon Date)
(Name of Contractor) (I.asurance Company/Policy Numb•J) (Expiration Date) .
(atL d3 itiocaJ cScct if noa_-a.' to . mciud; infocay.00 pcstaiaiag to .11 ooa�-_cnr) - i
C
( ) I am a sole proprietor and have no one working for me.
( ) I am,a home owner performing all the work myself.
Nom: piece lx G4fut tfix• M La7 Khp ccoploy petona to der [^.m1e- lirY-r, ec�.:e.,ro r rcpair Rorie on . dwelling of
not atom th:n tt=o.. t".1C.3 to which the bornoowucr rnida or co the grouix..i zppurtot rued()'- oat Eersalty ocesdzcd to be
cntployca orv't; the .. xkd croon Act (GL1 S2,-a 1(5)) nppls* by a bomwwver kr c licz _- a permit rr_y evidcocc the
I cg'1 rtaaic of m c loyo- under die Wor4.ola Compocna ion Ant_
I understand th.d a Dopy of this mremam may bo for -worded to tbo Dop. rimcot of rndst -riel Aro8t ' Offsoo of lrrsir x . for the
oovanc vc iGcaioa and th.t f_i11=c to tocurt bovcr ece tnodk1 a.oa.ioo 25A of MQL 152 cin kid to the imposition of criminal pcwhio
coo:Using of a floc of up to S 1 .300.00 ariddor isolorboanocat of up to ooc y- r nod civil pmahio is dx form of a Stop Work Order Lod a
find o(S 100.00 a dry a1in0 mc.
For d prone- -- use only -
` ' P (� Permit Numb
ot.A./TrvL__ h ( p — lot
— S'grature of LiccnscrlPc rmi UGC
tl3 _ .J
•
SECT ONiB CONSTRUCTION ( SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder : �+ � C. P A. * i V q30
f
3
License Number
0 ��,�l�. 7 -z -cr
Address Expiration Date
io irt.n c c , rn A x 0042.
Signat e Telephone
. I 4/4 ‘re
_,_g.� Centracto` Not Applicable ❑
Company Name Registration Number
Address Expiration Date
Telephone
404 P.`W,0,WO „COJ1PENSATION 1NSll,13AN,C 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 ❑
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 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
SfCTt�O I 1=S ONSORPROPOSEDMOR check.all °a .
ATTaTemelimpaggt
New House 11 Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors ❑
Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ j Siding [ j Other [ j
Brief Description of Proposed Wor': 1.34-t id n e S /151c. F15 home_
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative 0 Renovating unfinished basement Yes No
Plans Attached Roll 0 • Sheet 0
Ala ;: o • , D . 'agition`to ex 5ti igho�as i 'c f it fohMh1::
a. Use of building : One Family L Two Family Other
b. Number of rooms in each family unit: 7 Number of Bathrooms 3
c. Is there a garage attached? its
d. Proposed Square footage of new construction. Gsd 2 FhuaDimensions Y t ZOAC 26 G 4.4
e. Number of stories? GAS f. Method of heating? ,r'��' AS I �OET a1 if- Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? "if,S
h. Type of construction Lock) o d F-
i. Is construction within 100 ft. of wetlands? Yes 1/ No. Is construction within 100 yr. floodpiain Yes V Nc
j. Depth of basement or cellar floor below finished grade 7
k. Will building conform to the Building and Zoning regulations? Yes No .
I. Septic Tank City Sewer Private well City water Supply i'*
SECb �INE�UTI]ORIZATION TO BE COMPLETED WHEN
OWNfilsiA ONTRAC irAPP LIES FOR BUILDING tAiptirsigiA
I, , as Owner of the subject property
hereby authorize _ to act or
my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
I dt c t • . dc5 , as Owner /.Authorized Agent
hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my
knowledge and belief.
Signed nder the pains and penalties of perjury.
-
Print Name
SQ,411 cs - C_ b)wr
Signature of Owner /Agent Date
Section 4.
- ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE
DENIED DUE TO LACK OF INFORMATION
Existing Proposed Required by Zoning
This column to be filled in by
t E Building Department
Lot size i f } G f sa F / 0 , cm
Frontage 29 •
Setbacks Front 30 r /
s
Side L: R: L: 2 Q R: /J
Rear 70 9 6
Building Height / 7
Bldg. Square Footage % , 9,50.
Open Space Footage
(Lot area minus bldg & paved 9,17?
parking) `
# of Parking Spaces
Fill:
(volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO DON'T KNOW YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO J' DON'T KNOW
YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , Date Issued:
C. Do any signs exist on the property? YES NO t-
IF YES, describe size, type and location:
D. Are here any proposed changes to or additions of signs intended for the property ?YES
No V
IF - YES, describe size, type and location:
•
•
City of Northampton p t 4
Building Department a y
, --T3 e & F : .-
212 Main Street �° -
Room 100 9� ,tt -1ta t _
Northampton, MA 01060 . 4 g y '
phone 413. 587 -1240 Fax 413 - 587 -1272 ®� , � s
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY; DWELLING
l
■
APR — 6 2004 _y
SECTION 1 - SITE INFORMATION
3L(
� r l' , Th i .t tti�o o . - omplete . offie :
1.1 Prope rty dress: -, xwit;
°�- j /' kr�; � f s Map ® it � . .
Zone Overla Dast
£ a r-, ,, Of rr . Cc's f r g
Elln St�District s.. . , B` istrict ., .:t,� ' - ��
•
SECTION 2 PROPERTY OWNERSHIP/AUTHORIZED -AGENT
2.1 Owner of Record:
W
,I M C., .c C. { C it.,.. ? O q 5 r' » 1 C7 ci i �... 1 2
0„ C i O i' C ri c
Name (Print) Current Mailu Address:
C °c , J A 4, _ Telephone
ignature
2.2 Authorized Agent:
Gm e,s L. PoL.�es _S 1 0 d - v\, ^a . t 4 ; -' ^;
Name (Print) Current Mailing Address:
9 ✓ ° , - - 3 f �t. , ^61_4_ �J l 2.
Signature Telephone
SECTJON.3- ESTIMATED CONSTRUCTION 'COSTS
Item Estimated Cost (Dollars) to be Official Use!Only
completed by permit applicant
1. Building (a) Building Permit Fee
1
2. Electrical (b) Estimated Total Cost of
_______%_a00 Construction from (6)
3. Plumbing Building Permit Fee
l 01 0
1 4. Mechanical (HVAC) � ! 000
5. Fire Protection
6. Total = (1 + 2 + 3 + 4 + 5) 1 3 , �CiCe Check Number j ( j, o�J g, 1
This Section For Official Use Only
Building`Permit.Number: ! //`(1 Date
,
Building, Commissioner /Inspector of Buildings Date
•
•
File # BP- 2004 -0965
APPLICANT /CONTACT PERSON JAMES POWERS
ADDRESS/PHONE 109 GLENDALE RD FLORENCE (413) 584 -4204
PROPERTY LOCATION 15 ICE POND DRIVE . '-
MAP 37 PARCEL 092 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out � 1/ yS
Fee Paid JOO ,3.
T Construction: CONSTRUCT SFH /ATT GARAGE/PORCH
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 043041 � pa",
3 sets of Plans / Plot Plan ��E1! ��� � 44.0
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF 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 Stre Commission
„<Z. '-' /': 7 ;.-,/r 7/ ' 7-- 6 - ' '' LeCi c
Signature of Building Official D. e
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.
�� qt. `a (iizt rd >�rtli &mpten )L . ,0 �/,
4 . 3 1118'35Ril `t
� �`., _ 12
`� DEPARTMENT OF BUILDING INSPECTIONS ==: - —
INSPECTOR 212 Main Street • Municipal.Building i ��
Northampton, MA 01060
CERTIFICATE of OCCUPANCY and USE
This is to certify that permission is hereby granted under 780 CMR, sixth edition of the
Massachusetts State Building Code, allowing the occupancy or use of the premises or
structure or part thereof located at
15 Ice Pond Drive - Lot #2
as shown on the Assessors Page# 37 , Lot# 9 , Zone SR
in the City of Northampton, as herein specified:
CONSTRUCTION TYPE(780CMR 6) 5B
USE GROUP CLASSIFICATION (780 CMR 3 - R4
OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF
LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF
Under the following limitations, special stipulations, and /or conditions of the
permits: Specia Permi
Issued this 15th day of October , 20 04
Certificate of Occupancy and Use # BP - 0965
Authorized D ra tment P rsonnel
J
Electric a4-A- -Q_, • LO g � Elevator
Fire 5 _ Plumbing <2, f 'j,.�,+.*00
J
i / �i J
Building ,I ,, , ./' . _, _ � �.. j Gas � /�� •� � v
Building Commissioner ��c
This certificate shall be posted by the owner, in a permanent manner and in a visible
location, on all floors designated as use group H, S, M, F, or B, and in every room where
practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5
Posting Structures.
(
•
,
1 - '
f ,
t i l l-2W 7 hal .16 1
Ilk, 1 , ,-,-,./q . 9 1 I 4 : 'T .47 1
-4 ) %.:. i I of ,:-4,12. =0,--. ■ 7.44g t 5 , , i , ,..., - :;:,,,,,
( , \ i
....
-..cx-,0
frw°
15 ICEPOND DRIVE - LOT"` BP- f' -096 5
GIS # ' COMMONWEALTH OF MASSACHU,TTS
Map:Block: 37 - 092 CITY 41F° NORTHAMPTON ;`
Lot: -001 i . PERSONS CONTRACTING WITq UNREGISTERED CONTRACTORS 4.w
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (!IGL c.142A)
Category: BUILT II \ G 1 E ry .
g�' ,
Permit # BP- 2004 -0965
Proj # JS- 2004 -1437
Est. Cost: $132000.00
Fee: $1009.45 PERMISSION IS HEREBY GRANTED TO: `7
Const. Class: 5B Contractor: License:
Use Group: R4 JAMES POWERS 043041
> Lot Size(sq. ft.): Owner: JAMES POWERS
I zoning: SR Applicant: JAMES POWERS
AT: 15 ICE POND DRIVE - LOT 2
Applicant Address: Phone: Insurance:
t 109 GLENDALE RD, (413) 584 -4204
FLORENCEMA01062 ISSUED ON :4/26/04 0 :00 :00
f TO PERFORM THE FOLLOWING WORK :CONSTRUCT SFH /ATT GARAGE /PORCH
1
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service . 0 /t' '/4 Meter: �' ,�
,� i, J Footings: l ( u A'
Rough:7'02 ,/ Rough: °7/ , A
y n .House # Foundation: [ - t
Driveway Final: hi OL.�'S' O AC 7 Vq, Q 1(
Final: �j
- ,t ( Final: 1;04 ki f- } t,
t
r / Rough Frame: p k 7 • of 6o- d 1 4 '�:.4
Gas: Fi A gg i rrn t Fireplace /Chimney:
Rough: fi) -( - 6 a Oil: Insulation:0 Pt 5)-3,
.,a Final: /0 -1.3 _e yar. moke: Finale /62 / / y° .....d&jo
i
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULA NS.
Certificate of Occupancy Signature:
FeeTvpe: Receipt No: Date Paid: Check No: Amount:
Building 4/26/04 0:00:00 903 $1009.45
.
- 212 Main Street, Phone (413) 5!. 1241, Fax: (413) 587 -1272 '
Dui:ding Commissioner - _ <'_?:,_lo:;y Patill3
1
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