71 Ch Av Ex ADLER-TORREY roof truss packageSPECIAL INSTRUCTIONS:
PRELIMINARY PLAN - NOT FOR CONSTRUCTION.
QUOTE # Q1301229
PAGE 1
DATE QUOTED:03/22/13
VALID UNTIL:04/19/13
PRINTED ON:03/22/13
125 Sunderland Road P.O. Box 9676
North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
Attn:JOE BAILLARGEON
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
Quote To:
Phone:
Job:INTEGRITY BUILDERS
LOT#26 CHESTNUT AVE EXT
LEEDS, MA
ADLER-TORREY RESIDENCE
John GoodrichQuoted By:
Requested By:JOE BAILLARGEON
CONTRACTOR QUOTE
QTYTYPE
SPAN LUMBER
TOPBOT
OVRHG / CANT
LEFTRIGHT
PITCH
TOPBOT TRUSS IDPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
UNIT
WEIGHT
SHIPPING HEIGHT
LAYOUTJFG03/22/13
01 7.00 4.00 01-11-152 X 42 X 4
Jack-Open
1 01-11-15 602-02-12
02 7.00 4.00 02-11-01 00-11-002 X 42 X 4
Jack-Open
1 02-11-01 802-02-13
03 7.00 4.00 07-07-06 00-11-002 X 42 X 4
Jack-Closed
2 07-07-06 3004-11-11
04 7.00 4.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
2 02-09-07 802-01-14
05 7.00 4.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
1 02-09-07 802-01-14
06 7.00 4.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
1 02-09-07 802-01-14
07 7.00 4.00 07-07-01 00-11-002 X 42 X 4
Jack-Closed
1 07-07-01 3004-11-08
08 7.00 4.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
1 02-09-07 802-01-14
09 7.00 4.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
1 02-09-07 802-01-14
10 7.00 0.00 01-11-152 X 42 X 4
Jack-Open
1 01-11-15 502-02-12
11 7.00 0.00 02-11-01 00-11-002 X 42 X 4
Jack-Open
1 02-11-01 1102-02-13
12 7.00 0.00 07-07-06 00-11-002 X 42 X 4
Jack-Closed
1 07-07-06 3304-11-11
13 7.00 0.00 02-09-07 00-11-002 X 42 X 4
Jack-Open
2 02-09-07 1002-01-14
14 7.00 0.00 07-07-05 00-11-002 X 42 X 4
Jack-Closed
1 07-07-05 3304-11-10
15 7.00 0.00 02-09-06 00-11-002 X 42 X 4
Jack-Open
2 02-09-06 1002-01-13
16 7.00 0.00 07-07-01 00-11-002 X 42 X 4
Jack-Closed
1 07-07-01 3304-11-08
17 7.00 0.00 02-09-04 00-11-002 X 42 X 4
Jack-Open
1 02-09-04 1002-01-12
18 7.00 0.00 02-09-02 00-11-002 X 42 X 4
Jack-Open
1 02-09-02 1002-01-11
19 7.00 0.00 02-09-15 00-11-002 X 42 X 4
Jack-Open
4 02-09-15 1002-02-03
20 7.00 0.00 04-11-00 00-11-002 X 42 X 4
Jack-Closed
3 04-11-00 2103-04-13
21 7.00 0.00 06-03-15 00-11-002 X 42 X 4
Jack-Closed
4 06-03-15 2704-02-11
SPECIAL INSTRUCTIONS:
PRELIMINARY PLAN - NOT FOR CONSTRUCTION.
QUOTE # Q1301229
PAGE 2
DATE QUOTED:03/22/13
VALID UNTIL:04/19/13
PRINTED ON:03/22/13
125 Sunderland Road P.O. Box 9676
North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
Attn:JOE BAILLARGEON
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
Quote To:
Phone:
Job:INTEGRITY BUILDERS
LOT#26 CHESTNUT AVE EXT
LEEDS, MA
ADLER-TORREY RESIDENCE
John GoodrichQuoted By:
Requested By:JOE BAILLARGEON
CONTRACTOR QUOTE
QTYTYPE
SPAN LUMBER
TOPBOT
OVRHG / CANT
LEFTRIGHT
PITCH
TOPBOT TRUSS IDPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
UNIT
WEIGHT
SHIPPING HEIGHT
LAYOUTJFG03/22/13
22 7.00 0.00 04-03-15 00-11-002 X 42 X 4
Jack-Open
4 04-03-15 1603-00-11
23 7.00 0.00 02-03-15 00-11-002 X 42 X 4
Jack-Open
4 02-03-15 901-10-11
24 7.00 0.00 08-05-00 00-11-002 X 42 X 4
Jack-Closed
7 08-05-00 3605-05-05
25 7.00 0.00 03-08-00 00-11-002 X 42 X 4
Jack-Closed
4 03-08-00 1502-08-01
26 7.00 0.00 05-08-00 00-11-002 X 42 X 4
Jack-Closed
3 05-08-00 2403-10-01
CJ01 6.47 3.70 07-04-102 X 42 X 4
Diagonal Hip
1 07-04-10 3105-00-09
CJ02 6.47 3.70 08-04-10 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-10 3405-00-10
CJ03 6.47 3.70 08-04-09 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-09 3605-00-09
CJ04 6.47 3.70 08-04-10 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-10 3605-00-10
CJ05 6.47 0.00 07-04-102 X 42 X 4
Diagonal Hip
1 07-04-10 3505-00-09
CJ06 6.47 0.00 08-04-10 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-10 3705-00-10
CJ07 6.47 0.00 08-04-09 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-09 3705-00-09
CJ08 6.47 0.00 08-04-10 00-11-122 X 42 X 4
Diagonal Hip
1 08-04-10 3705-00-10
CJ09 4.95 0.00 06-09-15 01-02-092 X 42 X 4
Diagonal Hip
2 06-09-15 2703-04-03
CJ10 4.95 0.00 11-09-05 01-02-092 X 42 X 6
Diagonal Hip
2 11-09-05 5905-04-11
G01
1
7.00 0.00 27-10-00 00-11-0000-11-002 X 42 X 6
COMMON
3 Ply 27-10-00 15208-07-13
G02
1
7.00 0.00 17-10-00 00-11-0000-10-132 X 42 X 6
Common Truss
3 Ply 17-10-00 9605-08-13
G03
1
7.00 4.00 14-11-00 00-11-002 X 42 X 6
Special Truss
2 Ply 14-11-00 7005-01-13
G04
1
7.00 0.00 14-11-00 00-11-002 X 42 X 6
Common Truss
2 Ply 14-11-00 7305-01-13
G05
1
7.00 0.00 14-11-00 00-11-002 X 42 X 6
Common Truss
3 Ply 14-11-00 7305-01-13
G06
1
7.00 0.00 13-10-00 00-11-002 X 42 X 6
Hip Truss
2 Ply 13-10-00 5903-04-13
SPECIAL INSTRUCTIONS:
PRELIMINARY PLAN - NOT FOR CONSTRUCTION.
QUOTE # Q1301229
PAGE 3
DATE QUOTED:03/22/13
VALID UNTIL:04/19/13
PRINTED ON:03/22/13
125 Sunderland Road P.O. Box 9676
North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
Attn:JOE BAILLARGEON
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
Quote To:
Phone:
Job:INTEGRITY BUILDERS
LOT#26 CHESTNUT AVE EXT
LEEDS, MA
ADLER-TORREY RESIDENCE
John GoodrichQuoted By:
Requested By:JOE BAILLARGEON
CONTRACTOR QUOTE
QTYTYPE
SPAN LUMBER
TOPBOT
OVRHG / CANT
LEFTRIGHT
PITCH
TOPBOT TRUSS IDPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
UNIT
WEIGHT
SHIPPING HEIGHT
LAYOUTJFG03/22/13
G07
1
7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 6
Hip Truss
2 Ply 28-10-00 15405-05-05
G08
1
7.00 0.00 26-00-002 X 42 X 6
Special Truss
2 Ply 26-00-00 12904-06-13
H01 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4
Hip Truss
1 28-10-00 14207-09-05
H02 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4
Hip Truss
1 28-10-00 13206-07-05
H03 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Hip Truss
1 24-09-00 12308-07-13
H04 7.00 4.00 33-10-00 00-11-0008-11-002 X 42 X 4
Hip Truss
1 33-10-00 16509-09-13
H05 7.00 4.00 32-11-00 08-11-002 X 42 X 4
Hip Truss
1 32-11-00 16309-08-15
H06 7.00 0.00 26-00-002 X 42 X 4
Hip Truss
1 26-00-00 12708-06-15
H07 7.00 0.00 26-00-002 X 42 X 4
Hip Truss
1 26-00-00 13407-04-15
H08 7.00 0.00 26-00-002 X 42 X 4
Hip Truss
1 26-00-00 12406-02-15
H09 7.00 0.00 26-00-002 X 42 X 4
Hip Truss
1 26-00-00 13106-02-15
MH01-7.00 0.00 26-00-002 X 42 X 4
Half Hip Truss
1 26-00-00 12205-00-15
MH02 7.00 0.00 04-06-002 X 42 X 4
Half Hip Truss
1 04-06-00 2002-08-01
MH03 7.00 0.00 04-06-002 X 42 X 4Half Hip Truss 1 04-06-00 3003-11-01
MH04 7.00 0.00 04-06-002 X 42 X 4
Half Hip Truss
1 04-06-00 3003-11-10
MH05 7.00 0.00 04-06-002 X 42 X 4
Half Hip Truss
1 04-06-00 2603-10-01
MH06 7.00 0.00 04-06-002 X 42 X 4
Half Hip Truss
1 04-06-00 2303-10-01
PC01 0.00 0.00 04-06-002 X 42 X 4
Flat Truss
1 04-06-00 2002-09-01
T01 7.00 0.00 27-10-00 00-11-0000-11-002 X 42 X 4
Common Truss
8 27-10-00 11708-07-13
T01GE 7.00 0.00 27-10-002 X 42 X 4
Common Truss
1 27-10-00 13408-07-13
T02 7.00 0.00 17-10-00 00-11-0000-11-002 X 42 X 4
Common Truss
2 17-10-00 7205-08-13
SPECIAL INSTRUCTIONS:
PRELIMINARY PLAN - NOT FOR CONSTRUCTION.
QUOTE # Q1301229
PAGE 4
DATE QUOTED:03/22/13
VALID UNTIL:04/19/13
PRINTED ON:03/22/13
125 Sunderland Road P.O. Box 9676
North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
Attn:JOE BAILLARGEON
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
Quote To:
Phone:
Job:INTEGRITY BUILDERS
LOT#26 CHESTNUT AVE EXT
LEEDS, MA
ADLER-TORREY RESIDENCE
John GoodrichQuoted By:
Requested By:JOE BAILLARGEON
CONTRACTOR QUOTE
QTYTYPE
SPAN LUMBER
TOPBOT
OVRHG / CANT
LEFTRIGHT
PITCH
TOPBOT TRUSS IDPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
UNIT
WEIGHT
SHIPPING HEIGHT
LAYOUTJFG03/22/13
T02GE 7.00 0.00 17-10-002 X 42 X 4
Common Truss
1 17-10-00 7005-08-13
T03 7.00 0.00 17-10-00 00-11-0000-00-102 X 42 X 4
Common Truss
1 17-10-00 6905-08-13
T04 7.00 0.00 17-10-00 00-11-0000-11-002 X 42 X 4
Common Truss
2 17-10-00 7205-08-13
T05 7.00 4.00 14-00-002 X 42 X 4
Special Truss
1 14-00-00 5705-01-13
T06 7.00 0.00 14-11-00 00-11-002 X 42 X 4
Common Truss
1 14-11-00 6105-01-13
T07 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4
Common Truss
3 28-10-00 12808-11-05
T08 7.00 0.00 27-11-00 00-11-002 X 42 X 4
Common Truss
9 27-11-00 12308-11-05
T09 7.00 0.00 27-11-00 03-11-002 X 42 X 4
Common Truss
4 27-11-00 11808-11-05
T11 7.00 4.00 23-10-002 X 42 X 4
Special Truss
1 23-10-00 11208-11-05
T12 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Special Truss
1 24-09-00 11408-11-05
T13 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Special Truss
1 24-09-00 11508-11-05
T14 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Special Truss
1 24-09-00 11508-11-05
T15 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Special Truss
1 24-09-00 14608-11-05
T16 7.00 4.00 24-09-00 00-11-002 X 42 X 4
Special Truss
1 24-09-00 13408-11-05
T17 7.00 4.00 33-10-00 00-11-0008-11-002 X 42 X 4
Special Truss
5 33-10-00 15010-04-13
T18 7.00 4.00 14-00-00 00-02-002 X 42 X 4
Special Truss
2 14-00-00 5705-01-13
V01 7.00 0.00 05-10-082 X 42 X 4
Valley Truss
1 05-10-08 1803-05-02
V02 7.00 0.00 03-10-082 X 42 X 4
Valley Truss
1 03-10-08 1002-03-02
V03 7.00 0.00 01-10-082 X 42 X 4
Valley Truss
1 01-10-08 401-01-02
V04 7.00 0.00 21-09-002 X 42 X 4
Valley Truss
1 21-09-00 6506-04-02
V05 7.00 0.00 17-09-002 X 42 X 4
Valley Truss
1 17-09-00 5405-02-02
SPECIAL INSTRUCTIONS:
PRELIMINARY PLAN - NOT FOR CONSTRUCTION.
QUOTE # Q1301229
PAGE 5
DATE QUOTED:03/22/13
VALID UNTIL:04/19/13
PRINTED ON:03/22/13
125 Sunderland Road P.O. Box 9676
North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
Attn:JOE BAILLARGEON
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
Quote To:
Phone:
Job:INTEGRITY BUILDERS
LOT#26 CHESTNUT AVE EXT
LEEDS, MA
ADLER-TORREY RESIDENCE
John GoodrichQuoted By:
Requested By:JOE BAILLARGEON
CONTRACTOR QUOTE
QTYTYPE
SPAN LUMBER
TOPBOT
OVRHG / CANT
LEFTRIGHT
PITCH
TOPBOT TRUSS IDPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
UNIT
WEIGHT
SHIPPING HEIGHT
LAYOUTJFG03/22/13
V06 7.00 0.00 13-09-002 X 42 X 4
Valley Truss
1 13-09-00 4304-00-02
V07 7.00 0.00 09-09-002 X 42 X 4
Valley Truss
1 09-09-00 2502-10-02
V08 7.00 0.00 05-09-002 X 42 X 4
Valley Truss
1 05-09-00 1401-08-02
FT-IN-16QTYLENGTH NOTES
ITEMS
CATEGORYITEM
2 BREAKFAST NOOK HANGER - 2345# IN 2x6 / 2715# IN 2x8BN284Slope/Skew Roof
2 HGUS26-2Hanger
18 HUS26Hanger
20 LUS26Hanger
2 SUL26Hanger
2 SUR26Hanger
4 THJA26Hanger
*** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Approved By:Approval Date:
SUB-TOTAL
GRAND TOTAL
PO #:
Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate
Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific
specifications unless clearly defined otherwise in writing by TEC.
This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No
responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of
TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all
dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall
be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for
field verification of dimensions or special conditions.
The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss
installer shall follow all BCSI recommendations, construction document specifications as well as any site specific
requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully
installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and
permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss
shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements,
ply to ply nailing, lateral web bracing, and truss spacing.
No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting
TEC and receiving engineering documents allowing such.
Requested Delivery Date:
WIDE LOAD /
ESCORT FEE
No
S
o
l
n
.
NailedNailed
Nailed
Nailed
Na
iled
Na
iled
NailedNailedNailed
Nailed
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
.
NailedNailedNa
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
NailedNailed
No
S
o
l
n
.
No
S
o
l
n
.
THJA26 TH
J
A
2
6
Na
i
l
e
d
HUS26HUS26
HUS26HUS26
HGUS26-2HGUS26-2
HUS26HUS26
HUS26HUS26
HUS26HUS26
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
LU
S
2
6
LU
S
2
6
LU
S
2
6
.
No
S
o
l
n
.
No
S
o
l
n
.
SU
L
2
6
LU
S
2
6
Na
i
l
e
d
Na
i
l
e
d
NailedNailed
SUL26LU
S
2
6
TH
J
A
2
6
TH
J
A
2
6
Na
i
l
e
d
Na
i
l
e
d
NailedNailedNa
i
l
e
d
Na
i
l
e
d
LU
S
2
6
LU
S
2
6
NailedNailed
Na
i
l
e
d
Na
i
l
e
d
SU
L
2
6
NailedNailed
SUL26 LU
S
2
6
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
Na
i
l
e
d
Nailed
Nailed
Nailed
Nailed
Na
ile
d
Na
ile
d
Nailed
Nailed
NailedNailed
NailedNailed
.
HUS26
.
.
BN284
.
BN284
G0
3
CJ01
C
J
0
2
C J 0 3
CJ04
01
02
03
04
03
04
05
07
08
09
G0
4
C
J
0
5
CJ07CJ08
10
11
12
14
15
13
15
16
17
18
G06
CJ0
9
CJ0
919
2020 191919
20
T07
H01
H02
G07
CJ10 CJ10
21
22
23
242424242424
21
22
23
21
22
23 21
22
23
24
T0
1
G
E
T0
1
T0
1
T0
1
T0
1
T0
1
T0
1
T0
1
T0
1
G0
1
T0
2
G
E
T0
2
T0
2
T0
3
T0
4
T0
4
G0
2
T0
5
T0
6
G0
5
T07
T07
T08
T08
T08
T08
T08
T08
T08
T09
T09
T09
T09
T08
T08
T11
T12
T13
T14
T15
T16
H03
H04
T17
T17
T17
T17
T17
H05
H06
H07
H08
H09
MH01
G08 25252525MH
0
2
PC
0
1
MH
0
3
MH
0
4
MH
0
5
MH
0
6
262626
V0
1 V0
2 V0
3
V0
4
V0
5
V0
6
V0
7
V0
8
T1
8
T1
8
DROPPED BEAM AT BAY WINDOW WITH ROOF OVER BY OTHERS
FL
U
S
H
B
E
A
M
B
Y
OT
H
E
R
S
4-01-045-00-0027-00-0018-00-00
54-01-04
4-01-0414-00-0012-00-006-03-121-
0
7
-
0
0
3-
0
4
-
0
0
1-
0
7
-
0
0
5-02-046-00-00
54-01-04
32
-
0
0
-
0
0
8-0
0
-
0
0
4-0
0
-
0
0
4-
0
1
-
0
4
5-0
9
-
0
8
4-
0
1
-
0
4
14
-
0
0
-
0
0
4-
0
1
-
0
4
5-
0
9
-
0
8
4-
0
1
-
0
4
6-
0
0
-
0
0
92
-
0
0
-
0
0
18
-
0
8
-
0
0
26
-
0
0
-
0
0
27
-
0
4
-
0
0
16
-
0
0
-
0
0
4-
0
0
-
0
0
92
-
0
0
-
0
0
18-00-00
8-00-00
8-00-00
3-
0
0
-
0
0
This non-structural placement plan is provided for idenƟfying the locaƟon of trusses as supplied by Truss Engineering CorporaƟon (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC’s product on the structure as a whole. The truss installer shall follow all BCSI recommendaƟons, construcƟon document specificaƟons as well as any site specific requirements to ensure safe and proper installaƟon. No loading shall be applied to trusses unƟl properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construcƟon documents). InstallaƟon contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locaƟons and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering CorporaƟon strictly adheres to the ‘Standard ResponsibiliƟes in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specific specificaƟons unless clearly defined otherwise in wriƟng by TEC.This placement plan is Truss Engineering CorporaƟon’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construcƟon documents and shall be responsible for noƟfying TEC immediately of any discrepancies. The building owner/owner’s agent is responsible for coordinaƟng all construcƟon details between trades. Truss Engineering CorporaƟon isNOT responsible for field verificaƟon of dimensions or special condiƟons. No trusses supplied by Truss Engineering CorporaƟon may be cut, drilled, or altered in any way without first contacƟng TEC and receiving engineering documents allowing such.
Va
l
l
e
y
L
i
n
e
s
:
1
3
5
.
3
5
(
f
t
)
/
H
o
r
i
z
o
n
t
al
O
v
e
r
h
a
n
g
L
i
n
e
s
:
2
7
7
.
2
6
(
f
t
)
/
R
a
k
e
d
O
v
e
r
h
a
n
g
L
i
n
e
s
:
5
2
.
8
7
(
f
t
)
Ro
o
f
S
h
e
a
t
h
i
n
g
A
r
e
a
:
4
2
3
2
.
9
4
(
f
t
²
)
/
R
i
d
g
e
L
i
ne
s
:
1
2
1
.
0
4
(
f
t
)
/
H
i
p
L
i
n
e
s
:
1
9
7
.
2
3
(
f
t
)