BEAR HILL UNIT 24 C-111417-DWGQUOTE # Q1711187
PAGE 1
DATE QUOTED:11/13/17
VALID UNTIL: 11/27/17
PRINTED ON: 11/14/17
P.O. Box 51065
Indian Orchard, MA 01151
A. Boilard Sons, Inc.
(413)-543-4100
Attn:MITCH KANIA
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:BEAR HILL ESTATES UNIT 24C
UNIT 24C MARK WARNER DR
NORTHAMPTON, MA
Paul GriswoldQuoted By:
Requested By:MITCH KANIA
CONTRACTOR QUOTE
QTY TYPE
SPAN LUMBER
TOP BOT
OVRHG / CANT
LEFT RIGHT
PITCH
TOP BOT 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
LAYOUTWPG 11/13/17
A01GE 9.00 0.00 36-00-00 2 X 6 2 X 8
GABLE
1 36-00-00 32911-06-00
A1 9.00 0.00 36-00-00 2 X 6 2 X 8
ATTIC
11 36-00-00 31911-06-00
G1
1
10.00 0.00 22-00-00 2 X 4 2 X 8
COMMON
3 Ply 22-00-00 15710-11-00
G2
1
10.00 0.00 20-00-00 2 X 4 2 X 8
COMMON
3 Ply 20-00-00 14110-01-00
S01 9.00 5.00 12-00-00
00-10-08 00-10-08
2 X 4 2 X 4
SCISSOR
6 12-00-00 5406-02-00
S01GE 9.00 0.00 12-00-00
00-10-08 00-10-08
2 X 4 2 X 4
COMMON
1 12-00-00 5806-02-00
T0110.00 0.00 22-00-00
00-10-08 00-10-08
2 X 4 2 X 4
COMMON
1 22-00-00 11610-11-00
T01GE10.00 0.00 22-00-00
00-10-08 00-10-08
2 X 4 2 X 4
COMMON
1 22-00-00 13610-11-00
T0210.00 0.00 20-00-00
00-10-08 00-10-08
2 X 4 2 X 4
COMMON
5 20-00-00 10110-01-00
T02GE10.00 0.00 20-00-00
00-10-08 00-10-08
2 X 4 2 X 4
COMMON
1 20-00-00 11810-01-00
TP01 9.00 0.00 08-04-05 2 X 4 2 X 4
PIGGYBACK
12 08-04-05 2603-08-00
V0110.00 0.00 18-03-04 2 X 4 2 X 4
VALLEY
1 18-03-04 6307-07-12
V0210.00 0.00 14-08-01 2 X 4 2 X 4
VALLEY
1 14-08-01 4806-01-12
V0310.00 0.00 11-00-14 2 X 4 2 X 4
VALLEY
1 11-00-14 3404-07-12
V0410.00 0.00 07-05-11 2 X 4 2 X 4
VALLEY
1 07-05-11 1803-01-12
V0510.00 0.00 03-10-07 2 X 4 2 X 4
VALLEY
1 03-10-07 901-07-12
V0610.00 0.00 16-03-04 2 X 4 2 X 4
VALLEY
1 16-03-04 5506-09-12
V0710.00 0.00 12-08-01 2 X 4 2 X 4
VALLEY
1 12-08-01 4005-03-12
V0810.00 0.00 09-00-14 2 X 4 2 X 4
VALLEY
1 09-00-14 2603-09-12
V0910.00 0.00 05-05-11 2 X 4 2 X 4
VALLEY
1 05-05-11 1302-03-12
V10 9.00 0.00 07-07-10 2 X 4 2 X 4
VALLEY
1 07-07-10 2102-10-12
V11 9.00 0.00 03-07-10 2 X 4 2 X 4
VALLEY
1 03-07-10 801-04-12
FT-IN-16
QTY LENGTH NOTES
ITEMS
CATEGORYITEM
QUOTE # Q1711187
PAGE 2
DATE QUOTED:11/13/17
VALID UNTIL: 11/27/17
PRINTED ON: 11/14/17
P.O. Box 51065
Indian Orchard, MA 01151
A. Boilard Sons, Inc.
(413)-543-4100
Attn:MITCH KANIA
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:BEAR HILL ESTATES UNIT 24C
UNIT 24C MARK WARNER DR
NORTHAMPTON, MA
Paul GriswoldQuoted By:
Requested By:MITCH KANIA
CONTRACTOR QUOTE
FT-IN-16
QTY LENGTH NOTES
ITEMS
CATEGORYITEM
19 HUS28 Hanger
*** 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
PROVIDE BEAM FORCONV FRAMINGA01GET01GET01G1T02GEG2S01GEV01V02V03V04V05V06V07V08V09V10V11UndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedA1(11)T02(5)
S01(6)TP01(12)4-00-003-00-0033-00-00 12-00-0052-00-004-00-00 36-00-00 12-00-0052-00-003-00-0010-00-003-00-008-00-0022-00-0012-00-0014-00-0020-00-0046-00-00Order Number: 35960This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below thetrusses or the affects of TEC's product on the structure as a whole. The truss installer shall follow all BCSI recommendations, construction documentspecifications as well as any site specific requirements to ensure safe and properinstallation. 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 theconstruction 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 webbracing, and truss spacing. Truss Engineering Corporation 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 anyjob specific specifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation'sINTERPRETATIONof plans and drawings as supplied to us. The building owner/owner's agent is solely responsible for verifying all dimensions, geometry, loads and loadrequirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. The building owner/owner's agent is responsible for coordinating all constructiondetails between trades. Truss Engineering Corporation isNOTresponsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any waywithout first contacting TEC and receiving engineering documents allowing such.Quote Number: Q1711187Drawn By:Paul GriswoldJob Name:Jobsite:BEAR HILL ESTATES UNIT24CBEAR HILL ESTATESUNIT 24C MARK WARNER DRNORTHAMPTON MAThe following information is approximate and NOT guaranteed:Roof Sheathing Area: 2937.79 / Ridge Lines: 107.93 / Hip Lines: 0Valley Lines: 99.92 / Horizontal Overhang Lines: 92.28 / Raked Overhang Lines: 170.7611/14/2017
Job
Q1711187
Truss
V11
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:56 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-IMtC4bDyi_6hI_NFM2zb1s?aMnNU9o?R32BlCVyJLYb
Scale = 1:9.1
T1 T1
B1
(0-1-8)
156#/-31#
(0-1-8)
156#/-31#
1
2
3
2x4
3x4
2x4
3-8-2
3-8-2
3-8-10
0-0-8
1-10-5
1-10-5
3-8-10
1-10-5
0-0-61-4-120-0-69.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.040.080.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 8 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2BRACING-
TOP CHORDStructural wood sheathing directly applied or 3-8-10 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =144/3-7-10 (min. 0-1-8)
3 =144/3-7-10 (min. 0-1-8)
Max Horz
1 =-25(LC 7)
Max Uplift
1 =-31(LC 9)3 =-31(LC 9)Max Grav1 =156(LC 2)3 =156(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(10)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3.
9) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:55 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-qAJqsFCKxgzqgqo3pKSMUeTLuN1xQLsHqOSCf3yJLYc
Scale = 1:16.2
T1 T1
B1
ST1
1
2
3
4
5
6
7
8
2x4
4x4
2x4 1x4
0-0-8
0-0-8
7-8-10
7-8-2
3-10-5
3-10-5
7-8-10
3-10-5
0-0-62-10-120-0-69.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.280.100.06
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 21 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =200/7-7-10 (min. 0-1-8)
3 =200/7-7-10 (min. 0-1-8)
4 =295/7-7-10 (min. 0-1-8)
Max Horz
1 =-60(LC 9)
Max Uplift1 =-62(LC 11)3 =-64(LC 12)4 =-20(LC 11)Max Grav1 =218(LC 2)3 =218(LC 2)4 =317(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1, 3, 4.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:55 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-qAJqsFCKxgzqgqo3pKSMUeTOGN?nQLlHqOSCf3yJLYc
Scale: 3/4"=1'
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-7
0-0-7
5-6-9
5-6-2
2-9-4
2-9-4
5-6-9
2-9-4
0-0-62-3-120-0-610.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.130.240.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 13 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2BRACING-
TOP CHORDStructural wood sheathing directly applied or 5-6-9 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =241/5-5-11 (min. 0-1-8)
3 =241/5-5-11 (min. 0-1-8)
Max Horz
1 =46(LC 10)
Max Uplift
1 =-51(LC 11)3 =-51(LC 11)Max Grav1 =261(LC 2)3 =261(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1, 3.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:55 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-qAJqsFCKxgzqgqo3pKSMUeTJVN0BQKTHqOSCf3yJLYc
Scale: 1/2"=1'
T1 T1
B1
ST1
1
2
3
4
5
6 7
8
2x4
4x4
2x4 1x4
0-0-7
0-0-7
9-1-12
9-1-5
4-6-14
4-6-14
9-1-12
4-6-14
0-0-63-9-120-0-610.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.430.150.08
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 26 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =252/9-0-14 (min. 0-1-8)
3 =252/9-0-14 (min. 0-1-8)
4 =344/9-0-14 (min. 0-1-8)
Max Horz
1 =81(LC 10)
Max Uplift1 =-75(LC 11)3 =-79(LC 12)4 =-16(LC 11)Max Grav1 =275(LC 2)3 =275(LC 2)4 =368(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS
2-4=-264/70
NOTES-(11)1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3, 4.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:54 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-M_lRfvBiAMrz3gDsFdx7yRwANzhghto8ckie7cyJLYd
Scale: 3/8"=1'
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11
12
13 143x4
4x4
3x4
1x4 1x4
1x4
1x4
1x4
0-0-7
0-0-7
12-8-15
12-8-8
6-4-8
6-4-8
12-8-15
6-4-8
0-0-65-3-120-0-610.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.260.100.11
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 41 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 12-8-1.(lb) - Max Horz
1=-116(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 1, 5 except 8=-210(LC
11), 6=-210(LC 12)
Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=327(LC 3), 8=438(LC 2), 6=438(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-370/243, 4-6=-370/243
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=210, 6=210.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:54 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-M_lRfvBiAMrz3gDsFdx7yRwAKzgzhrT8ckie7cyJLYd
Scale = 1:36.9
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11 12
13
14
15 163x4
4x6
3x4
1x4 1x4
1x4
1x4
1x4
0-0-7
0-0-7
16-4-3
16-3-11
8-2-1
8-2-1
16-4-3
8-2-1
0-0-66-9-120-0-610.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.270.150.19
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 55 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 16-3-4.(lb) - Max Horz
1=-151(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 1 except 8=-219(LC 11),
6=-219(LC 12)
Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=381(LC 3), 8=504(LC 2), 6=504(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-396/244, 4-6=-396/244
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 5-2-1, Exterior(2) 5-2-1 to 8-2-1, Interior(1) 11-2-1 to 12-11-5 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=219, 6=219.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:54 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-M_lRfvBiAMrz3gDsFdx7yRwEhzhjhuV8ckie7cyJLYd
Scale = 1:10.3
T1 T1
B1
(0-1-8)
173#/-34#
(0-1-8)
173#/-34#
1
2
3
2x4
3x4
2x4
0-0-7
0-0-7
3-11-6
3-10-15
1-11-11
1-11-11
3-11-6
1-11-11
0-0-61-7-120-0-610.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.050.100.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 9 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2BRACING-
TOP CHORDStructural wood sheathing directly applied or 3-11-6 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =160/3-10-7 (min. 0-1-8)
3 =160/3-10-7 (min. 0-1-8)
Max Horz
1 =-30(LC 7)
Max Uplift
1 =-34(LC 9)3 =-34(LC 9)Max Grav1 =173(LC 2)3 =173(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(10)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 3.
9) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:53 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-unB3SZB4P3j6RWeghwQuPDN?UZF6yRF_N4z5bAyJLYe
Scale = 1:19.7
T1 T1
B1
1
2
3
4
5 6
7
2x4
3x4
2x4
7-6-2
7-6-2
7-6-9
0-0-7
3-9-5
3-9-5
7-6-9
3-9-4
0-0-63-1-120-0-610.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.270.510.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 19 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2BRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1 =342/7-5-11 (min. 0-1-8)
3 =342/7-5-11 (min. 0-1-8)
Max Horz
1 =-65(LC 9)
Max Uplift
1 =-71(LC 11)3 =-71(LC 12)Max Grav1 =371(LC 2)3 =371(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-315/95, 2-3=-315/95
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1, 3.
10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:53 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-unB3SZB4P3j6RWeghwQuPDN?fZLRyQw_N4z5bAyJLYe
Scale = 1:28.5
T1 T1
B1
ST2
ST1 ST11
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1x4 1x4
1x4
1x4
1x4
0-0-7
0-0-7
11-1-12
11-1-5
5-6-14
5-6-14
11-1-12
5-6-14
0-0-64-7-120-0-610.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.260.100.09
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 34 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 11-0-14.(lb) - Max Horz
1=-100(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 1, 5 except 8=-223(LC
11), 6=-223(LC 12)
Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=288(LC 2), 8=456(LC 2), 6=456(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-389/257, 4-6=-389/257
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=223, 6=223.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:53 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-unB3SZB4P3j6RWeghwQuPDN?QZK_yP1_N4z5bAyJLYe
Scale = 1:36.6
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11 12
13
14
15 163x4
4x4
3x4
1x4 1x4
1x4
1x4
1x4
0-0-7
0-0-7
14-8-15
14-8-8
7-4-8
7-4-8
14-8-15
7-4-8
0-0-66-1-120-0-610.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.280.130.14
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 49 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF StudBRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 14-8-1.(lb) - Max Horz
1=-135(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 1 except 8=-218(LC 11),
6=-218(LC 12)
Max GravAll reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 3), 8=476(LC 2), 6=476(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-399/257, 4-6=-399/257
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-8,Interior(1) 3-4-8 to 4-4-8, Exterior(2) 4-4-8 to 7-4-8, Interior(1) 10-4-8 to 11-4-2 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=218, 6=218.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:52 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-QbdhEDASelbFpN4U7Cvfs0rpc9zUDxSr8QDY3kyJLYf
Scale = 1:41.3
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11 12
13
14
3x4
4x4
3x4
1x4 1x4
1.5x4
1x4
1.5x4
18-3-11
18-3-11
18-4-3
0-0-7
9-2-1
9-2-1
18-4-3
9-2-1
0-0-67-7-120-0-610.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [5:0-0-8,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.350.210.23
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 64 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF StudBRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 18-3-4.
(lb) - Max Horz
1=-170(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 1 except 8=-246(LC 11),
6=-246(LC 12)Max GravAll reactions 250 lb or less at joint(s) except 1=251(LC 2), 5=251(LC 2), 7=356(LC 3), 8=587(LC 2), 6=587(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-8=-450/268, 4-6=-450/268
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13,
Interior(1) 3-4-13 to 6-2-1, Exterior(2) 6-2-1 to 9-2-1, Interior(1) 12-2-1 to 14-11-5 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=246, 6=246.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
TP01
Truss Type
Piggyback
Qty
12
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:52 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-QbdhEDASelbFpN4U7Cvfs0roQ9_UD_5r8QDY3kyJLYf
Scale = 1:21.8
T1 T1
B1
ST1
1 2
3
45
6
7
8 9
10
4x4
2x4 2x4 1x4
9-9-5
9-9-5
4-10-11
4-10-11
9-9-5
4-10-11
0-4-123-8-00-1-100-4-120-1-109.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
0.420.150.06
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.020.010.00
(loc)554
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 27 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2BRACING-
TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2 =280/8-4-5 (min. 0-1-9)
4 =280/8-4-5 (min. 0-1-9)
6 =364/8-4-5 (min. 0-1-9)
Max Horz
2 =-75(LC 9)
Max Uplift2 =-91(LC 11)4 =-96(LC 12)6 =-22(LC 11)Max Grav2 =306(LC 2)4 =306(LC 2)6 =391(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS
3-6=-287/75
NOTES-(13)1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times
flat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 2, 4, 6.
11) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) See Standard Industry Piggyback Truss Connection Detail for Connection to basetruss as applicable, or consult qualified building designer.13) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
T02GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:51 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-yP3J1u9puRTOBDVHaVNQKoIhCmgcUTNivmU_WHyJLYg
Scale = 1:49.4
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST11
2
3
4
5
6
7
8
9
10
11
12 13
24 23 22 21 20 19 18 17 16 15 14
25 26
2.5x4
3x4
4x4
3x4
2.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
20-0-0
20-0-0
-0-10-8
0-10-8
10-0-0
10-0-0
20-0-0
10-0-0
20-10-8
0-10-8
1-9-010-1-01-9-010.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-R
0.130.130.28
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)121314
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 118 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2OTHERS2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.WEBS1 Row at midpt 7-19
REACTIONS.All bearings 20-0-0.
(lb) - Max Horz
24=-194(LC 9)
Max UpliftAll uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-174(LC 9), 14=-162(LC 10), 23=-212(LC 10), 15=-204(LC 9)Max GravAll reactions 250 lb or less at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 except 19=373(LC 12), 20=294(LC 5), 18=294(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
5-6=-55/301, 6-7=-85/373, 7-8=-85/373, 8-9=-55/301
TOP CHORD
5-6=-55/301, 6-7=-85/373, 7-8=-85/373, 8-9=-55/301WEBS7-19=-399/0
NOTES-(15)1) This truss has been checked for uniform roof live load only, except as noted.2) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) All plates are 1x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.
11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads.
12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=174, 14=162,
23=212, 15=204.
14) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
15) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
T02
Truss Type
Common
Qty
5
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:50 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-UDVxpY8B78LXa3w50nsBnblSgM9_l?WYh6kR_ryJLYh
Scale = 1:49.7
T1 T1
B1
W4
W3W3
W1
W2
W1
W2
0-5-8(0-1-14)
1176#/-193#
0-5-8(0-1-14)
1176#/-193#
1 2
3
4
5
6 7
10 9 8
11
12
13 14
15
16
17 18 19 20
4x4
3x8
4x4 4x4
3x6
3x6
3x6
3x6
10-0-0
10-0-0
20-0-0
10-0-0
-0-10-8
0-10-8
5-0-14
5-0-14
10-0-0
4-11-2
14-11-2
4-11-2
20-0-0
5-0-14
20-10-8
0-10-8
1-9-010-1-01-9-010.00 12
Plate Offsets (X,Y)-- [4:0-2-0,0-2-4], [8:0-2-12,0-1-8], [10:0-2-12,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.440.790.32
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.19-0.470.03
(loc)8-98-98
l/defl>999>502n/a
L/d240180n/a
PLATESMT20
Weight: 102 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 *Except* W2: 2x4 SPF StudBRACING-TOP CHORDStructural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS
1 Row at midpt 3-10, 5-8
REACTIONS.(lb/size)
10 =1084/0-5-8 (min. 0-1-14)
8 =1084/0-5-8 (min. 0-1-14)Max Horz10 =-194(LC 9)Max Uplift10 =-193(LC 11)8 =-193(LC 12)Max Grav10 =1176(LC 2)8 =1176(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-288/174, 3-4=-904/254, 4-5=-904/254, 5-6=-288/174, 2-10=-398/210, 6-8=-398/210BOT CHORD9-10=-154/719, 8-9=-66/719WEBS4-9=-176/567, 3-10=-915/92, 5-8=-915/91
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;
partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,
Interior(1) 2-1-8 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 13-0-0 to 17-10-8 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.
6) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb) 10=193, 8=193.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
T01GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:49 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-00yYcC7ZMqDgyvLvS4LyFNDLYyzw0avPSS?tSPyJLYi
Scale = 1:53.6
W1
T1 T1
W1
B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B1
1 2
3
4
5
6
7
8
9
10
11
12
13
14 15
29 28 27 26 25 24 23 22 21 20 19 18 17 16
30
31 32
33
2.5x4
3x4
4x4
3x4
2.5x4 3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
22-0-0
22-0-0
-0-10-8
0-10-8
11-0-0
11-0-0
22-0-0
11-0-0
22-10-8
0-10-8
1-9-010-11-01-9-010.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [14:0-2-0,0-1-4], [16:0-1-12,0-0-0], [29:0-1-12,0-1-0]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-R
0.140.140.22
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)141516
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 137 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2OTHERS2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.WEBS
1 Row at midpt 8-23, 7-24, 9-22
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz
29= 213(LC 10)Max UpliftAll uplift 100 lb or less at joint(s) 24, 25, 26, 27, 22, 20, 19, 18 except 29=-278(LC 9), 16=-249(LC 10), 28=-332(LC 10), 17=-310(LC 9)Max GravAll reactions 250 lb or less at joint(s) 25, 26, 27, 28, 20, 19, 18, 17 except 29=346(LC 10), 16=317(LC 9), 23=391(LC 12), 24=302(LC 5), 22=302(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD6-7=-57/324, 7-8=-85/394, 8-9=-85/394, 9-10=-57/324WEBS8-23=-423/0, 7-24=-255/93, 9-22=-255/93
NOTES-(15)1) This truss has been checked for uniform roof live load only, except as noted.2) Truss designed for wind loads in the plane of the truss only. For studs exposed to
wind (normal to the face), see Standard Industry Gable End Details as applicable, or
consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) All plates are 1x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement
(i.e. diagonal web).
10) Gable studs spaced at 2-0-0 oc.
11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
13) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 24, 25, 26, 27, 22, 20, 19, 18 except (jt=lb) 29=278,
16=249, 28=332, 17=310.
14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
T01
Truss Type
Common
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:49 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-00yYcC7ZMqDgyvLvS4LyFNDAKyuR0YSPSS?tSPyJLYi
Scale = 1:53.5
T1 T1
B1
W4
W3
W4
W3
W1
W2
W1
W2
B2
0-5-8(0-2-0)
1286#/-207#
0-5-8(0-2-0)
1286#/-207#
1 2
3
4
5
6 7
11 10 9 8
12
13
14 15
16
17
18 19 20 21 22 23
4x6
5x6
4x4
3x4
4x4
2.5x4
3x6 3x6
2.5x4
8-0-5
8-0-5
13-11-11
5-11-6
22-0-0
8-0-5
-0-10-8
0-10-8
4-7-3
4-7-3
11-0-0
6-4-13
17-4-13
6-4-13
22-0-0
4-7-3
22-10-8
0-10-8
1-9-010-11-01-9-010.00 12
Plate Offsets (X,Y)-- [4:0-3-8,0-1-12], [9:0-3-0,0-3-4]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.860.490.37
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.11-0.270.03
(loc)8-98-98
l/defl>999>953n/a
L/d240180n/a
PLATESMT20
Weight: 116 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 *Except* W3,W2: 2x4 SPF StudBRACING-TOP CHORDStructural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS
1 Row at midpt 3-11, 5-8
REACTIONS.(lb/size)
11 =1186/0-5-8 (min. 0-2-0)
8 =1186/0-5-8 (min. 0-2-0)Max Horz11 =213(LC 10)Max Uplift11 =-207(LC 11)8 =-207(LC 12)Max Grav11 =1286(LC 2)8 =1286(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD3-4=-1127/317, 4-5=-1127/317, 2-11=-305/165, 6-8=-305/164BOT CHORD10-11=-193/836, 9-10=-32/625, 8-9=-87/836WEBS4-9=-128/386, 4-10=-128/386, 3-11=-1184/154, 5-8=-1184/154
NOTES-(11)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;
partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,
Interior(1) 2-1-8 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 14-0-0 to 19-10-8 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb) 11=207, 8=207.
10) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
S01GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:48 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-XqOAOs7xbW5pKlmjuMqjiAgBZYfuHAMFDoFKwzyJLYj
Scale = 1:36.6
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST11
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
1.5x4
2x4
4x4
2x4
1.5x4
12-0-0
12-0-0
-0-10-8
0-10-8
6-0-0
6-0-0
12-0-0
6-0-0
12-10-8
0-10-8
1-8-06-2-01-8-09.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDL
BCLLBCDL
35.0
30.8/40.0
10.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-R
0.090.060.11
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)8910
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 58 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2OTHERS2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.All bearings 12-0-0.
(lb) - Max Horz
16=-105(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except
15=-130(LC 10), 11=-127(LC 9)Max GravAll reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(15)1) This truss has been checked for uniform roof live load only, except as noted.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times
flat roof load of 30.8 psf on overhangs non-concurrent with other live loads.
6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) All plates are 1x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.
12) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.
13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=130, 11=127.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
S01
Truss Type
Scissor
Qty
6
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:48 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-XqOAOs7xbW5pKlmjuMqjiAgzSYa2H8TFDoFKwzyJLYj
Scale = 1:37.4
T1 T1
B1 B1
W3
W1
W2
W1
W2
0-5-8(0-1-8)736#/-134#0-5-8(0-1-8)736#/-134#
1
2
3
4
5
8
7
6
9
10
11 12
13
14
4x4
1.5x4 1.5x4
3x4
5x8
3x4
6-0-0
6-0-0
12-0-0
6-0-0
-0-10-8
0-10-8
6-0-0
6-0-0
12-0-0
6-0-0
12-10-8
0-10-8
1-8-06-2-01-8-02-3-119.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-P
1.000.370.23
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.08-0.200.03
(loc)7-87-86
l/defl>999>693n/a
L/d240180n/a
PLATESMT20
Weight: 55 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2WEBS2x4 SPF Stud *Except* W1: 2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
8 =678/0-5-8 (min. 0-1-8)
6 =678/0-5-8 (min. 0-1-8)
Max Horz
8 =-105(LC 9)Max Uplift8 =-134(LC 11)6 =-134(LC 12)Max Grav8 =736(LC 2)6 =736(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-784/93, 3-4=-784/117, 2-8=-677/189, 4-6=-677/189
TOP CHORD2-3=-784/93, 3-4=-784/117, 2-8=-677/189, 4-6=-677/189WEBS3-7=0/320, 2-7=0/528, 4-7=-26/528
NOTES-(12)1) This truss has been checked for uniform roof live load only, except as noted.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8,
Interior(1) 2-1-8 to 3-0-0, Exterior(2) 3-0-0 to 6-0-0, Interior(1) 9-0-0 to 9-10-8 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 timesflat roof load of 30.8 psf on overhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.9) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to
grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb) 8=134, 6=134.
11) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
Q1711187
Truss
G2
Truss Type
Common Girder
Qty
1
Ply
3
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:47 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-3eqoBW6JqDzyjbBWLfJU9y8ux8DoYYW6?8WnNWyJLYk
Scale = 1:63.2
T1 T1
B1
W5
W4 W3W4W3
W1
W2
W1
W2B2
0-5-8(0-3-11)
13376#/-662#
0-5-8(0-3-11)
13253#/-657#
1
2
3
4
5
11 10 9 8 7 6
12
13 14
15
16 17 1819 2021 22 23 24 25 26
5x8
6x9
5x8
5x8 M18SHS 6x10 M18SHS
12x12
3x6
10x12
3x6
10x12 5x8 M18SHS
HUS28 HUS28 HUS28
HUS28
HUS28 HUS28
HUS28 HUS28 HUS28
4-5-4
4-5-4
10-0-0
5-6-12
15-6-12
5-6-12
20-0-0
4-5-4
4-5-4
4-5-4
10-0-0
5-6-12
15-6-12
5-6-12
20-0-0
4-5-4
1-9-010-1-01-9-010.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-2-0], [2:0-2-8,0-1-8], [3:0-6-0,0-2-8], [4:0-2-8,0-1-8], [5:0-4-0,0-2-0], [7:0-3-8,0-6-0], [9:0-6-0,0-6-4], [10:0-3-8,0-6-0]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.600.440.78
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.13-0.230.03
(loc)7-97-96
l/defl>999>999n/a
L/d240180n/a
PLATESMT20M18SHS
Weight: 426 lb FT = 10%
GRIP197/144197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF Stud *Except* W5: 2x4 SPF 1650F 1.5E, W1: 2x6 SPF No.2, W2: 2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
11 =12674/0-5-8 (min. 0-3-11)
6 =12559/0-5-8 (min. 0-3-11)
Max Horz
11 =-189(LC 8)Max Uplift11 =-662(LC 10)6 =-657(LC 11)Max Grav11 =13376(LC 4)6 =13253(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-12983/660, 2-3=-10172/603, 3-4=-10172/603,
TOP CHORD1-2=-12983/660, 2-3=-10172/603, 3-4=-10172/603, 4-5=-13016/661, 1-11=-11514/599, 5-6=-11551/600BOT CHORD10-11=-232/871, 9-10=-535/9896, 7-9=-447/9921, 6-7=-61/847WEBS3-9=-638/12480, 4-9=-2961/288, 4-7=-103/3538, 2-9=-2927/286, 2-10=-101/3495, 1-10=-417/9545, 5-7=-420/9597
NOTES-(15)
1) 3-ply truss to be connected together with 10d (0.120"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at
0-9-0 oc.
Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc.Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 9-4 2x4 - 1 row at0-9-0 oc, member 4-7 2x4 - 2 rows staggered at 0-5-0 oc, member 9-2 2x4 - 1 row at0-9-0 oc, member 2-10 2x4 - 2 rows staggered at 0-5-0 oc, member 10-1 2x4 - 1 row at0-9-0 oc, member 7-5 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) orback (B) face in the LOAD CASE(S) section. Ply to ply connections have been providedto distribute only loads noted as (F) or (B), unless otherwise indicated.3) This truss has been checked for uniform roof live load only, except as noted.
4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; LumberDOL=1.60 plate grip DOL=1.605) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
6) Unbalanced snow loads have been considered for this design.
7) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 11=662, 6=657.
12) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or
equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 17-11-4 toconnect truss(es) A1 (1 ply 2x8 SP) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber.15) All Plates 20 Gauge Unless Noted
Continued on page 2
Job
Q1711187
Truss
G2
Truss Type
Common Girder
Qty
1
Ply
3
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:47 2017 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-3eqoBW6JqDzyjbBWLfJU9y8ux8DoYYW6?8WnNWyJLYk
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)
Vert: 1-3=-82, 3-5=-82, 6-11=-20
Concentrated Loads (lb)
Vert: 8=-2583(F) 9=-2583(F) 16=-2583(F) 17=-2583(F) 19=-2583(F) 21=-2583(F)
23=-2583(F) 25=-2583(F) 26=-2583(F)
Job
Q1711187
Truss
G1
Truss Type
Common Girder
Qty
1
Ply
3
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:46 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-bRGQ_A5h3vr65ScKnxoFdlbimlsyp5lymUmDr4yJLYl
Scale = 1:68.4
T1 T1
B1
W5
W4 W3W4W3
W1
W2
W1
W2B2
0-5-8(0-4-0)14421#/-732#0-5-8(0-3-15)14280#/-726#
1
2
3
4
5
11 10 9 8 7 6
12
13 14 15
16 17 1819 20 21 22 23 24 25 26
5x8 M18SHS
7x8
5x8 M18SHS
6x10 M18SHS 6x9
12x12
3x6
10x12
3x6
10x12 6x10 M18SHS
HUS28 HUS28 HUS28
HUS28 HUS28
HUS28
HUS28 HUS28 HUS28 HUS28
5-5-11
5-5-11
11-0-0
5-6-5
16-6-5
5-6-5
22-0-0
5-5-11
5-5-11
5-5-11
11-0-0
5-6-5
16-6-5
5-6-5
22-0-0
5-5-11
1-9-010-11-01-9-010.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-2-0], [2:0-1-8,0-1-8], [3:Edge,0-3-4], [4:0-1-8,0-1-8], [5:0-4-0,0-2-0], [6:Edge,0-5-8], [7:0-3-8,0-6-4], [9:0-6-0,0-6-4], [10:0-3-8,0-6-4]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.690.480.82
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.15-0.270.03
(loc)7-97-96
l/defl>999>964n/a
L/d240180n/a
PLATESMT20M18SHS
Weight: 472 lb FT = 10%
GRIP197/144197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF No.2 *Except* W5: 2x4 SPF 1650F 1.5E, W3: 2x4 SPF Stud, W1: 2x6 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
11 =14077/0-5-8 (min. 0-4-0)
6 =13943/0-5-8 (min. 0-3-15)
Max Horz
11 =-209(LC 17)Max Uplift11 =-732(LC 10)6 =-726(LC 11)Max Grav11 =14421(LC 4)6 =14280(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-14263/744, 2-3=-10896/672, 3-4=-10896/672,
TOP CHORD1-2=-14263/744, 2-3=-10896/672, 3-4=-10896/672, 4-5=-14267/744, 1-11=-11900/647, 5-6=-11910/647BOT CHORD10-11=-281/1254, 9-10=-587/10862, 7-9=-493/10865, 6-7=-98/1231WEBS3-9=-733/13414, 4-9=-3774/338, 4-7=-152/4581, 2-9=-3770/338, 2-10=-151/4575, 1-10=-426/9968, 5-7=-427/9995
NOTES-(15)
1) 3-ply truss to be connected together with 10d (0.120"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at
0-9-0 oc.Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) orback (B) face in the LOAD CASE(S) section. Ply to ply connections have been providedto distribute only loads noted as (F) or (B), unless otherwise indicated.3) This truss has been checked for uniform roof live load only, except as noted.4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
5) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.16) Unbalanced snow loads have been considered for this design.
7) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 11=732, 6=726.12) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or
equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 19-11-4 to
connect truss(es) A1 (1 ply 2x8 SP) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
15) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Continued on page 2
Job
Q1711187
Truss
G1
Truss Type
Common Girder
Qty
1
Ply
3
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:46 2017 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-bRGQ_A5h3vr65ScKnxoFdlbimlsyp5lymUmDr4yJLYl
LOAD CASE(S)StandardUniform Loads (plf)Vert: 1-3=-82, 3-5=-82, 6-11=-20
Concentrated Loads (lb)
Vert: 8=-2583(B) 16=-2583(B) 17=-2583(B) 18=-2583(B) 20=-2583(B) 21=-2583(B)
22=-2583(B) 24=-2583(B) 25=-2583(B) 26=-2583(B)
Job
Q1711187
Truss
A1
Truss Type
ATTIC
Qty
11
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:45 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-7Fi2mq43IbjFTI18DEH04X2aWLTi4b6pXq1gJeyJLYm
Scale = 1:72.7
T1
T3
T1
B1
W5
W6
W5
W4 W3W1 W1
W2B2
W7 W7W8W8
T2 T2
W3 W4
W2 B1
W7
2493#/-59#2406#/-59#
1
2
3 4
5 6 7
8 9
10
11
17 16 15 14 13 12
18 20 19
21
22
23 24
25
26 27
28
29 30
5x6
5x8 5x8
5x6
3x8 M18SHS 8x12 M18SHS
5x8 M18SHS
5x8 M18SHS
5x8 M18SHS
5x8 M18SHS
4x9
4x9
4x9
4x9
8x12 M18SHS5x8 M18SHS
5x8 M18SHS
5x8 M18SHS
4x4
6x6 3x8 M18SHS
1.5x4 1.5x4 5x8
6x6
4x4
2x4
16-0-08-2-00-11-144-4-8
4-4-8
9-9-4
5-4-12
13-1-5
3-4-1
22-10-11
9-9-5
26-2-12
3-4-1
31-7-8
5-4-12
36-0-0
4-4-8
4-4-8
4-4-8
9-9-4
5-4-12
10-11-5
1-2-1
13-1-5
2-2-0
18-0-0
4-10-11
22-10-11
4-10-11
25-0-11
2-2-0
26-2-12
1-2-1
31-7-8
5-4-12
36-0-0
4-4-8
1-8-011-6-01-8-00-11-1411-6-09.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-1-12,0-2-0], [4:0-3-8,0-2-0], [5:0-5-4,0-2-12], [7:0-5-4,0-2-12], [8:0-3-8,0-2-0], [10:0-1-12,0-2-0], [11:0-2-12,0-2-0], [13:0-3-0,0-2-8], [14:0-4-8,0-3-4], [15:0-4-8,0-3-4], [16:0-3-0,0-2-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-SH
0.460.730.97
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.34-0.540.04-0.27
(loc)14-1514-151214-15
l/defl>999>800n/a714
L/d240180n/a360
PLATESMT20M18SHS
Weight: 315 lb FT = 10%
GRIP197/144197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
T1: 2x6 SPF 1650F 1.5EBOT CHORD 2x8 SP 2400F 2.0E *Except* B2: 1-1/2x4-5/8 SPF No.2WEBS2x4 SPF Stud *Except* W5: 2x6 SPF No.2, W6,W1: 2x4 SPF No.2BRACING-TOP CHORDStructural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-8-6 oc bracing: 14-15.
JOINTS
1 Brace at Jt(s): 18, 19, 20This truss requires both edges of the bottom chord be sheathed in the room area.
REACTIONS.(lb/size)17 =2061/Mechanical12 =2061/MechanicalMax Horz17 =-227(LC 9)Max Uplift
17 =-59(LC 11)
Max Uplift12 =-59(LC 12)Max Grav17 =2493(LC 3)12 =2406(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-2842/157, 2-3=-3206/160, 3-4=-2356/281, 4-5=-963/344,
5-6=-1249/475, 6-7=-1249/475, 7-8=-963/344, 8-9=-2364/281,
9-10=-3191/160, 10-11=-2695/157, 1-17=-2353/151,
11-12=-2234/151
BOT CHORD
15-16=-220/2235, 14-15=0/2441, 13-14=-67/2113WEBS3-15=0/1196, 4-18=-2047/54, 18-20=-2039/55, 19-20=-2089/55, 8-19=-2097/54, 9-14=0/1142, 10-14=-137/523, 10-13=-966/122, 11-13=-49/2007, 7-20=-302/657, 5-20=-302/657, 2-16=-799/114, 2-15=-216/319, 1-16=-49/2159, 6-20=-461/198
NOTES-(17)1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=5.0psf; h=19ft; Cat. II; Exp B;partially; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-8-15,Interior(1) 3-8-15 to 8-0-4, Exterior(2) 8-0-4 to 27-11-12, Interior(1) 27-11-12 to 32-3-1zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);
Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu left =18-0-0, Lu right =18-0-0
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.
9) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-18, 18-20, 19-20, 8-19; Wall
dead load (10.0psf) on member(s).3-15, 9-14
10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf)
applied only to room. 14-1511) Refer to girder(s) for truss to truss connections.12) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 17, 12.
Continued on page 2
Job
Q1711187
Truss
A1
Truss Type
ATTIC
Qty
11
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:45 2017 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-7Fi2mq43IbjFTI18DEH04X2aWLTi4b6pXq1gJeyJLYm
NOTES-(17)
13) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.14) Graphical purlin representation does not depict the size or the orientation of the purlinalong the top and/or bottom chord.15) Attic room checked for L/360 deflection.16) The loading on this truss has been modified to reflect the roof profile, the ridgeline islocated 4-9-0 from joint 1 and has a slope of 9.000 on the left and -9.000 on the right.17) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
Q1711187
Truss
A01GE
Truss Type
GABLE
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:44 2017 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-f38fZU4QXIbOs8SxfXlnYKWUzxIfLJkgIAH6mByJLYn
Scale = 1:70.6
T1
T2
T1
B1
W1 W1
B1B2
ST7ST7ST7ST6
ST5
ST4ST3ST2ST1
ST7 ST7 ST6
ST5
ST4 ST3 ST2 ST1
1
2
3
4
5
6
7
8 9 10 11 12 13 14
15
16
17
18
19
20
21
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
41
42
43 44
45
463x4
4x9 4x9
3x4
3x4 3x4 3x6 3x6 3x6 3x6 8x9 3x6 3x6 3x6 3x6 3x6 3x6 3x6 8x9 3x6 3x6 3x6 3x6
36-0-0
36-0-0
13-1-5
13-1-5
22-10-11
9-9-5
36-0-0
13-1-5
1-8-011-6-01-8-011-6-09.00 12
Plate Offsets (X,Y)-- [8:0-7-0,0-0-0], [14:0-7-0,0-0-0], [22:0-2-4,0-1-8], [27:0-4-8,0-6-0], [35:0-4-8,0-6-0], [40:0-2-4,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf/Pg)
TCDLBCLLBCDL
35.0
30.8/40.0
10.00.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.TCBCWBMatrix-R
0.130.020.28
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 22
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 330 lb FT = 10%
GRIP197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E *Except*
T2: 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF No.2OTHERS2x4 SPF No.2 *Except* ST4,ST3,ST2,ST1: 2x4 SPF StudBRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 8-14.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt
11-31, 10-32, 9-33, 7-34, 6-35, 12-30, 13-29, 15-28, 16-27
REACTIONS.All bearings 36-0-0.(lb) - Max Horz40=-227(LC 9)Max UpliftAll uplift 100 lb or less at joint(s) 31, 32, 34, 35, 36, 37, 38, 30, 27, 26, 25, 24 except 40=-137(LC 9), 22=-116(LC 10), 39=-204(LC 10), 23=-192(LC 9)
Max Grav
All reactions 250 lb or less at joint(s) 40, 22 except
REACTIONS.Max GravAll reactions 250 lb or less at joint(s) 40, 22 except 31=335(LC 23), 32=338(LC 23), 33=290(LC 29), 34=299(LC 30), 35=344(LC 24), 36=327(LC 24), 37=333(LC 30), 38=336(LC 24), 39=303(LC 24), 30=338(LC 23), 29=290(LC 29), 28=299(LC 30), 27=344(LC 24), 26=327(LC 24), 25=333(LC 30), 24=336(LC 24), 23=303(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
6-7=-120/318, 7-8=-99/314, 8-9=-21/304, 9-10=-21/304,
10-11=-21/304, 11-12=-21/304, 12-13=-21/304, 13-14=-21/304,
14-15=-99/314, 15-16=-120/318
WEBS11-31=-295/85, 10-32=-298/83, 7-34=-252/22, 6-35=-304/121, 5-36=-287/97, 4-37=-292/105, 3-38=-295/105, 2-39=-269/143, 12-30=-298/83, 15-28=-252/17, 16-27=-304/121, 17-26=-287/97, 18-25=-292/105, 19-24=-295/105, 20-23=-269/142
NOTES-(17)1) This truss has been checked for uniform roof live load only, except as noted.2) Truss designed for wind loads in the plane of the truss only. For studs exposed to
wind (normal to the face), see Standard Industry Gable End Details as applicable, or
consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf (ground snow); Pf=30.8 psf (flat roof snow: Lumber DOL=1.15 PlateDOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-04) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.12) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.
13) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 31, 32, 34, 35, 36, 37, 38, 30, 27, 26, 25, 24 except
(jt=lb) 40=137, 22=116, 39=204, 23=192.
14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) Graphical purlin representation does not depict the size or the orientation of thepurlin along the top and/or bottom chord.16) Attic room checked for L/360 deflection.Continued on page 2
Job
Q1711187
Truss
A01GE
Truss Type
GABLE
Qty
1
Ply
1
BEAR HILL UNIT 24 "C"
Job Reference (optional)8.100 s Apr 24 2017 MiTek Industries, Inc. Tue Nov 14 07:40:44 2017 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:VrX8CgkQ3kfGn6N_00OxokyrCJy-f38fZU4QXIbOs8SxfXlnYKWUzxIfLJkgIAH6mByJLYn
NOTES-(17)17) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard