12C-130 sealed truss drawing 10-15-13 30033L-STIEBEL MAIN LOWER-RKH-092313-SEALS24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
30033L
Job:STIEBEL RESIDENCE
Ordered On: 09/09/13
37 CLOVERDALE EXTENSION
NORTHAMPTON, MA
MAIN HOUSE LOWER ROOF
RICH BLAISE
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
PO:_44665-STIEBEL
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:RICH BLAISE
09/12/13
**
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates.
09/28/13Projected Delivery By:
*BASED ON PLANS DATED 10/05/2012; AND REQUESTED
CHANGES.
*GABLES DROPPED FOR 2X6 OUTLOOKERS.
*GAS FIREPLACE.
SPECIAL INSTRUCTIONS:
QTY TYPE
SPAN LUMBER
TOP BOT
OVRHG / CANT
LEFT RIGHT
PITCH
TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
50.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
SHIPPING WIDTH
UNIT
WEIGHT
LAYOUT BY:BRT 09/09/13ON:
M1 4.00 0.00 10-06-00 02-00-002 X 4 2 X 4
Monopitch
3 10-06-00 03-11-00 34
M1A 4.00 0.00 09-00-00 02-00-002 X 4 2 X 4
MONOPITCH
15 09-00-00 03-05-00 29
M1DGE 4.00 0.00 10-03-09 01-09-092 X 4 2 X 4
GABLE
1 10-03-09 03-05-03 35
M2 4.00 0.00 08-00-00 02-00-002 X 4 2 X 4
Monopitch 8 08-00-00 03-01-00 22
M2DGE 4.00 0.00 07-09-09 2 X 4 2 X 4
GABLE
2 07-09-09 02-07-03 21
T1 4.00 0.00 11-10-00 02-00-00 02-00-002 X 4 2 X 4
Common Truss
11 11-10-00 02-04-11 31
ROOF SUB-TOTAL:
QTY NOTES PRICEUNIT TOTALPRICE
ITEMS
CATEGORYITEM
27 LUS26 Hanger
ITEMS SUB-TOTAL:
SUB-TOTAL
GRAND TOTAL
***** IMPORTANT NOTE *****
It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval.
Any and all changes must be received by Truss Engineering prior to the cancellation date.
Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation
date will be perceived as a full approval of order.
Truss Engineering is responsible for supplying only the material as listed on the order.
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges.
*** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Approved By: Approval Date:
PO #:Requested Delivery Date:
M1DGEM2DGEM2DGETOP OF WALL ANDTOP OF BEAM 8'1-1/4"TRUSSES HUNG FROM2ND FLR. RIM AND/ORBEAMM1(3)T1(11)M2(8)M1A(15)8-00-0022-00-007-00-0091-00-0020-00-007-00-001-06-0016-09-0035-09-0081-00-0020-00-008-06-002-00-007-10-002-00-0018-00-18-00-0018-00-006-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-002-00-00Job Number: 30033This non‐structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken orimplied 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 allBCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be appliedto trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanentbracing (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. Truss Engineering Corporation strictly adheres tothe ‘Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specificspecifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsiblefor verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TECimmediately of any discrepancies. The building owner/owner’s agent is responsible for coordinating all construction details between trades. Truss EngineeringCorporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, oraltered in any way without first contacting TEC and receiving engineering documents allowing such.Quote Number: QB1212002Drawn By: Brian TetreaultJob Name:Jobsite: STIEBEL RESIDENCE MAIN HOUSE UPPER ROOF37 CLOVERDALE EXTENSION NORTHAMPTON MAValley Lines: 47.2 (ft) / Horizontal Overhang Lines: 264.79 (ft) / Raked Overhang Lines: 227.91 (ft)The following information is approximate and NOT guaranteed:Roof Sheathing Area: 4783.68 (ft²) / Ridge Lines: 131.53 (ft) / Hip Lines: 0 (ft)
Job
30033
Truss
M1DGE
Truss Type
GABLE
Qty
1
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:20:38 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-TDHsFQ3KEXHke6t2g0X4wn4lFX7vfyqKHja8q3yfQFN
Scale = 1:19.8
T1
W3
B1
W2
ST3
ST2ST1
W1
1
2
3
4
6 5
13
14
5x6
3x4
4x4
2x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
5x6 0-5-83-11-08-6-0
2-0-0
2-0-0
2-2-12
0-2-12
10-6-0
8-3-4
2-2-12
2-2-12
5-10-0
3-7-4
10-6-0
4-8-0
3-5-34.00 12
LUS26 FROM 2ND FLOOR
TOP CHORD DROPPED
FOR 2X6 OUTLOOKERS
Plate Offsets (X,Y): [1:0-3-15,Edge], [6:0-2-12,0-2-13]
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLL
BCDL
38.5
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.580.490.46
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.13-0.330.01
(loc)
5-65-65
l/defl
>827>324n/a
L/d
240180n/a
PLATES
MT20
Weight: 36 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud
OTHERS 2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals.
BOT CHORDRigid ceiling directly applied or 9-10-8 oc bracing.
REACTIONS (lb/size)1 =514/0-5-8 (min. 0-1-8)5 =514/MechanicalMax Horz1 =185(LC 7)Max Uplift
1 =-146(LC 6)
5 =-174(LC 6)
Max Grav
1 =538(LC 2)5 =588(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-1097/322, 2-13=-962/377, 3-13=-885/384
TOP CHORD1-2=-1097/322, 2-13=-962/377, 3-13=-885/384
BOT CHORD
1-6=-343/907, 5-6=-343/907
WEBS
3-5=-903/432, 2-6=0/460
NOTES (14)1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-6-12 to 4-6-12,Interior(1) 4-6-12 to 6-1-5, Exterior(2) 6-1-5 to 10-4-4 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.332) 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, or
consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);
Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) Gable studs spaced at 2-0-0 oc.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 all
areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.8) All bearings are assumed to be SPF No.2 . 9) Refer to girder(s) for truss to truss connections.10) Solid blocking is required on both sides of the truss at joint(s), 1.11) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 1=146, 5=174.12) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
14) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
30033
Truss
M1
Truss Type
Monopitch Truss
Qty
3
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:20:27 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-I57ixgwQq9vIqQXxXCqV_S7p75K8a1IjmVQ3xCyfQFY
Scale = 1:21.8
T1 W3
B1
W1
W2
1
2
3
4
6 5
7
8
9
10
11
3x4
4x4
3x6
1.5x4
1.5x4
1.5x4
8-6-0
2-0-0
2-0-0
2-2-12
0-2-12
10-6-0
8-3-4
2-2-12
2-2-12
5-10-0
3-7-4
10-6-0
4-8-0
0-5-03-11-04.00 12
LUS26 FROM 2ND FLOOR
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLLBCDL
38.5
10.00.0 *10.0
SPACING
Plates Increase
Lumber IncreaseRep Stress IncrCode
2-0-0
1.15
1.15YESIRC2009/TPI2007
CSI
TC
BCWB(Matrix)
0.83
0.630.26
DEFL
Vert(LL)
Vert(TL)Horz(TL)
in
-0.12
-0.270.01
(loc)
5-6
5-65
l/defl
>826
>365n/a
L/d
240
180n/a
PLATES
MT20
Weight: 35 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5 =440/Mechanical6 =772/0-5-8 (min. 0-1-8)Max Horz6 =214(LC 7)Max Uplift5 =-157(LC 6)6 =-220(LC 6)
Max Grav
5 =532(LC 2)
6 =814(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-468/92, 2-7=-584/175, 7-8=-561/176, 8-9=-515/180, 3-9=-490/183, 4-5=-297/134
TOP CHORD1-2=-468/92, 2-7=-584/175, 7-8=-561/176, 8-9=-515/180, 3-9=-490/183, 4-5=-297/134
BOT CHORD
1-6=-93/469, 5-6=-201/469
WEBS
2-6=-571/315, 3-5=-476/235
NOTES (11)1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 7-4-4, Exterior(2) 7-4-4 to 10-4-4 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.332) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads.
5) * 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.6) All bearings are assumed to be SPF No.2 . 7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb) 5=157, 6=220.
9) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
30033
Truss
M1A
Truss Type
MONOPITCH TRUSS
Qty
15
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:20:35 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-3ecjdP0Rxcv9nf8T?u_NJ8SEJJ5nShWublMUDkyfQFQ
Scale = 1:19.7
T1 W3
B1
W1
W2
1
2
3
4
6
5
7
8
9
2x4
3x4
4x4
1.5x4
1.5x4
1.5x4
2-0-0
2-0-0
2-1-12
0-1-12
9-0-0
6-10-4
2-1-12
2-1-12
5-8-0
3-6-4
9-0-0
3-4-0
0-5-03-5-04.00 12
LUS26 FROM 2ND FLOOR
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLLBCDL
38.5
10.00.0 *10.0
SPACING
Plates Increase
Lumber IncreaseRep Stress IncrCode
2-0-0
1.15
1.15YESIRC2009/TPI2007
CSI
TC
BCWB(Matrix)
0.62
0.450.12
DEFL
Vert(LL)
Vert(TL)Horz(TL)
in
-0.05
-0.120.00
(loc)
5-6
5-65
l/defl
>999
>654n/a
L/d
240
180n/a
PLATES
MT20
Weight: 29 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5 =352/Mechanical6 =684/0-3-8 (min. 0-1-8)Max Horz6 =184(LC 7)Max Uplift5 =-132(LC 9)6 =-195(LC 6)
Max Grav
5 =421(LC 2)
6 =719(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-304/53, 2-7=-404/133, 7-8=-377/135, 3-8=-318/140BOT CHORD1-6=-50/302, 5-6=-148/302
BOT CHORD1-6=-50/302, 5-6=-148/302WEBS
2-6=-517/292, 3-5=-332/183
NOTES (11)
1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;
enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 5-10-4, Exterior(2) 5-10-4 to 8-10-4 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.332) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.
5) * 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.
6) All bearings are assumed to be SPF No.2 . 7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 5=132, 6=195.9) 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.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
30033
Truss
T1
Truss Type
Common Truss
Qty
11
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:21:30 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-yDQW9Chx_WrMu6r1jxTG1kEfoUsgrZI_FpAue2yfQEZ
Scale = 1:16.6
T1 T1
B1
W2
W1W11
2
3
4
5
8
7
6
9 10
3x4
4x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
7-10-0
2-0-0
2-0-0
2-2-12
0-2-12
5-11-0
3-8-4
9-7-4
3-8-4
9-10-0
0-2-12
11-10-0
2-0-0
2-2-12
2-2-12
5-11-0
3-8-4
9-7-4
3-8-4
11-10-0
2-2-12
0-5-02-4-110-5-04.00 12
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLLBCDL
38.5
10.00.0 *10.0
SPACING
Plates Increase
Lumber IncreaseRep Stress IncrCode
2-0-0
1.15
1.15YESIRC2009/TPI2007
CSI
TC
BCWB(Matrix)
0.47
0.450.11
DEFL
Vert(LL)
Vert(TL)Horz(TL)
in
-0.06
-0.100.00
(loc)
7
76
l/defl
>999
>861n/a
L/d
240
180n/a
PLATES
MT20
Weight: 31 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6 =692/0-5-8 (min. 0-1-8)8 =692/0-5-8 (min. 0-1-8)Max Horz8 =36(LC 6)Max Uplift6 =-201(LC 9)8 =-201(LC 8)
Max Grav
6 =695(LC 3)
8 =695(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-9=-250/120, 4-10=-250/120WEBS4-6=-480/270, 2-8=-480/270
WEBS4-6=-480/270, 2-8=-480/270
NOTES (10)
1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;
enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.332) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany other live loads.5) * 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.
6) All bearings are assumed to be SPF No.2 .
7) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb) 6=201, 8=201.
8) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
30033
Truss
M2
Truss Type
Monopitch Truss
Qty
8
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:20:44 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-IMe7VU75qN2uN1KC1HeUA2KmfxEl3lWDge1T1jyfQFH
Scale = 1:18.0
T1 W2
B1
W11
2
3
5
4
6
7
8
9
3x4
4x6
2x4
1.5x4
1.5x4
6-0-0
2-0-0
2-0-0
8-0-0
6-0-0
2-1-12
2-1-12
8-0-0
5-10-4
0-5-03-1-04.00 12
LUS26 FROM 2ND FLR. BEAM
Plate Offsets (X,Y): [3:0-3-8,Edge]
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLL
BCDL
38.5
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.590.200.13
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.03-0.070.00
(loc)
4-54-54
l/defl
>999>965n/a
L/d
240180n/a
PLATES
MT20
Weight: 22 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)4 =287/Mechanical5 =632/0-3-8 (min. 0-1-8)Max Horz5 =164(LC 7)Max Uplift4 =-113(LC 9)
5 =-180(LC 6)
Max Grav
4 =341(LC 2)
5 =662(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD3-4=-282/151
TOP CHORD3-4=-282/151
WEBS
2-5=-595/346
NOTES (11)
1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.332) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads.
5) * 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.6) All bearings are assumed to be SPF No.2 . 7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 4=113, 5=180.
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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
30033
Truss
M2DGE
Truss Type
GABLE
Qty
2
Ply
1
37 CLOVERDALE EXT. NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Sep 09 09:20:47 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:j_0BddqaqHpxSDbhuUjtn9y96zc-jxKG8VAz6IQSEV3niPBBogyOl9InG7QfMcG7e2yfQFE
Scale = 1:15.4
T1
W2
B1
ST1
W1
1
2
3
4
7 6 5
8
9
10
2x4
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
6-0-00-5-83-1-02-0-0
2-0-0
4-0-0
2-0-0
8-0-0
4-0-0
4-0-0
4-0-0
8-0-0
4-0-0
2-7-34.00 12
TOP CHORD DROPPED
FOR 2X6 OUTLOOKERS
Plate Offsets (X,Y): [1:0-5-8,0-1-8]
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLL
BCDL
38.5
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.150.050.12
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 5
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 22 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud
OTHERS 2 X 4 SPF StudBRACING
TOP CHORD
Structural 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 All bearings 6-0-0.(lb) - Max Horz1= 135(LC 7)Max UpliftAll uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-129(LC8)
Max Grav
All reactions 250 lb or less at joint(s) 1, 5 except
6=254(LC 2), 7=358(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS2-7=-298/321
NOTES (14)
1) Wind: ASCE 7-05; 120mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 1-1-4 to 4-0-0,Exterior(2) 4-0-0 to 4-10-4, Corner(3) 4-10-4 to 7-10-4 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.332) 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; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);
Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) Gable studs spaced at 2-0-0 oc.
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) All bearings are assumed to be SPF No.2 . 9) Solid blocking is required on both sides of the truss at joint(s), 1.10) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=129.
11) Non Standard bearing condition. Review required.
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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 14) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard