HomeMy WebLinkAboutB17-0068_B3 Truss Corrected 9.17.17_SGM & 359 REVIEWED_1506378476.pdfTransmittal
No
09.19.2017-001
RA Nelson LLC
P.O. Drawer 5400 51 Eagle Rd. #2
Avon CO 81620
Chamonix PROJECT: Sep 19, 2017
DATE:
359 Design
3630 Osage St.
Denver CO
To: RE: B3&4 Roof Trusses
Rob Wilburger
ATTN: JOB: 17-044
WE ARE SENDING:
Shop Drawings
Letter
Change Order
Prints
Specifications
Plans
Samples
Submittal:
Other:
Review and Comment
As Requested
Your Use
SUBMITTED FOR:
Approval
Returned for Corrections
Returned After Loan
Submit
Approved as Noted
Approved as Submitted
Returned
ACTION TAKEN:
Resubmit
Sep 22, 2017
Other:
Due
SENT VIA:
Other: N
Attached Separate Cover
Line Item Package Code Rev. QTY Date
Status
Description
1 Submittal ROOFING 061753-02 4 B3&4 Roof Trusses Submitted for
Approval
Sep 19, 2017
REMARKS:
CC:
Signed:
Kate McDonald
SUBMITTAL REVIEW
Contractor’s review is for general conformance
with the Contract Documents. Subcontractor or
Supplier are responsible for verifying all field
dimensions, fabrication and construction means,
methods, sequences and coordination with
affected trades. This review does not alter,
supersede or replace the requirements of the
Subcontract Agreement or Purchase Agreement.
This review does not relieve the Architect and / or
Engineers of their contractual responsibilities.
REVIEWED MAKE CORRECTIONS NOTED
REVISE AND RESUBMIT REJECTED
Reviewed by: _____________________________
Date: ___________________________________
Submittal # ______________________________
R.A. NELSON LLC
19- Sep - 2017
X
B3 Roof Trusses & Layout Corrected 9.17.17
Review does not relieve contractor
from responsibility for errors or de-
viations from contract requirements.
SGM SUBMITTAL REVIEW
Project #:
Submittal:
Disposition:
Date of Review:
Reviewer:
2015-307.002
B3 Truss Corrected
No Exceptions Taken
9/19/2017
JJP
NO EXCEPTION TAKEN
REVISE AND RESUBMIT
MAKE CORRECTIONS NOTED
SEE CONSULTANT REVIEW
RECEIVED FOR RECORD ONLY
REJECTED
BY: DATE:
Architect's or architect's consultant review is for
general conformance of the submittal to the design
concept and contract documents. Markings or
comments shall not be construed as relieving the
Contractor from compliance with the project plans and
specifications nor departures therefrom. The
Contractor remains responsible for detail and accuracy,
for confirming and correlating all quantities and
dimensions, for selecting fabrication processes and
techniques of assembly, and for performing work in a
safe and satisfactory manner.
359 DESIGN, LLC
09/19/2017
Rob Wilberger
X
09/25/17
B1705428
CHAMONIX - VAIL
2310 CHAMONIX ROAD
VAIL, CO.
BUILDING 3
CORRECTED LOCATION
OF LVL AND ADJUSTED
TRUSSES TO REFLECT
NEW BEARING LOCATION
T03AGE
T03A1
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A2
T03A1
T03AGE
T03BGE
T03B1
T03B2
T03B2
T03B2
T03B2
T03B2
T03B2
T03B2
T03B2
T03B2
T03B2
T03B3
T03B3
T03B4
T03BGE
T03CGE
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03C2
T03CGE2
T03CGE3
T03C3
T03FGE
T03F1
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03F2
T03FGE2
T03FGE3
T03F3
T03D3
T03D3
T03D2
T03D1
T03D1
T03D1
T03D1
T03D1
T03D1
T03DGE
T03E
T03E
T03E
T03E
T03EGE
T03C1
09/25/17
Job
B1705428
Truss
T03A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:09 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-UxiGYivCU30rt7qeG8V8XXK44ALnJnQaDXPl8gyclb0
Scale = 1:25.7
T1 W4
B1
W1
W2
W3
HW1
1
2
3
4
5
7
6
8
9
10
3x4
5x10 MT20HS
7x10
4x12
4x4
3x6
5x6
6-1-9
6-1-9
12-3-2
6-1-9
-2-0-0
2-0-0
4-2-3
4-2-3
8-0-15
3-10-11
12-3-2
4-2-3
1-0-0
4-0-13
4-2-4
3.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.97
0.67
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.10
0.04
(loc)
7
7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 84 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 HF/SPF 1650F 1.5E
WEDGE
Left: 2x4 HFSPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=2610/0-5-8 (min. 0-3-0), 2=3770/0-5-8 (min. 0-4-2)
Max Horz2=97(LC 13)
Max Uplift6=-7(LC 10), 2=-63(LC 10)
Max Grav6=3015(LC 19), 2=4175(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-5602/38, 3-8=-5164/46, 3-4=-4172/20, 4-9=-320/36, 5-6=-859/61
BOT CHORD 2-7=-150/4809, 6-7=-123/3395
WEBS 3-7=-1089/302, 4-7=-110/805, 4-6=-3944/110
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 12-1-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 6 and 63 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-10=-431(F=-141), 2-6=-20
Continued on page 2
09/25/17
Job
B1705428
Truss
T03A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:09 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-UxiGYivCU30rt7qeG8V8XXK44ALnJnQaDXPl8gyclb0
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 10=-431(F=-141)-to-5=-461(F=-141)
09/25/17
Job
B1705428
Truss
T03A2
Truss Type
MONOPITCH
Qty
11
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:10 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-y7Fel2wqFN8iVGOrps0N4ltPHaf129fjSB9Jg6yclb?
Scale = 1:25.8
T2
W4
B1
W1
W2 W3
HW1
T1
1
2
3
4
5
6
7
9
8
10
11
12
6x8
3x4
5x10 MT20HS
7x10
5x10
3x4
3x6
4x6
6-1-9
6-1-9
12-3-2
6-1-9
-2-0-0
2-0-0
4-2-3
4-2-3
8-0-15
3-10-11
12-3-2
4-2-3
1-0-0
4-0-13
4-2-4
3.00 12
Plate Offsets (X,Y)-- [2:0-4-8,Edge], [5:0-4-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.36
0.79
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.11
0.06
(loc)
9
2-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 67 lb FT = 20%
GRIP
185/144
139/111
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E *Except*
T1: 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E 2-1-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1853/0-5-8 (min. 0-3-12), 2=2532/0-5-8 (min. 0-4-14)
Max Horz2=101(LC 11)
Max Uplift8=-7(LC 10), 2=-53(LC 10)
Max Grav8=2265(LC 19), 2=2944(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-4168/1, 3-10=-3841/4, 3-4=-3788/11, 4-5=-3108/0, 5-6=-2973/0, 7-8=-603/51
BOT CHORD 2-9=-102/3509, 8-9=-85/2481
WEBS 4-9=-757/262, 6-9=-18/680, 6-8=-2929/69
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-7 to 0-11-9, Interior(1) 0-11-9 to 12-1-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 8 and 53 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-12=-290, 2-8=-20
Trapezoidal Loads (plf)
Vert: 12=-290-to-7=-320
09/25/17
Job
B1705428
Truss
T03AGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:10 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-y7Fel2wqFN8iVGOrps0N4ltPhaqd2K2jSB9Jg6yclb?
Scale = 1:19.5
T1
W1
B1
ST5
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
14
15
16
17
12-3-2
12-3-2
3.00 12 09/25/17
Job
B1705428
Truss
T03B1
Truss Type
Monopitch
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:11 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-QKp0zOxS0hGZ6Qz1NZXcdyQT1z2RnhFthrusCYyclb_
Scale = 1:26.6
T2
W4
B1
W1
W2
W3
HW1
T1
1
2
3
4
5
6
8
7
9 10
11
6x8
3x4
5x10 MT20HS
7x10
4x12
4x16
4x4
3x6
5x8
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
1-0-0
4-4-13
4-6-4
3.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge], [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.81
0.59
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.10
-0.13
0.04
(loc)
8
8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 94 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 HF/SPF 1650F 1.5E
WEDGE
Left: 2x6 HFSPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=2574/0-5-8 (min. 0-3-0), 2=3604/0-5-8 (min. 0-3-15)
Max Horz2=107(LC 11)
Max Uplift7=-9(LC 10), 2=-64(LC 10)
Max Grav7=3002(LC 19), 2=3942(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-5849/60, 9-10=-5756/60, 3-10=-5482/67, 3-4=-4372/27, 4-5=-4210/31, 5-11=-316/39,
6-7=-824/64
BOT CHORD 2-8=-171/5132, 7-8=-134/3493
WEBS 3-8=-1236/143, 5-8=0/945, 5-7=-4042/121
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Continued on page 2
09/25/17
Job
B1705428
Truss
T03B1
Truss Type
Monopitch
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:11 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-QKp0zOxS0hGZ6Qz1NZXcdyQT1z2RnhFthrusCYyclb_
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-6=-381(F=-141), 2-7=-20
09/25/17
Job
B1705428
Truss
T03B2
Truss Type
Monopitch
Qty
10
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:11 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-QKp0zOxS0hGZ6Qz1NZXcdyQZHz?JnahthrusCYyclb_
Scale = 1:26.4
T2
W4
B1
W1
W2 W3
HW1
T1
1
2
3
4
5
6
7
9
8
10
11
12
5x8
3x4
5x10 MT20HS
7x10
4x12
3x4
2x4
4x6
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
1-0-0
4-4-13
3.00 12
Plate Offsets (X,Y)-- [2:0-6-5,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.41
0.79
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.10
-0.13
0.06
(loc)
9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 72 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x6 DF 2400F 2.0E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E 2-4-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1711/0-5-8 (min. 0-3-8), 2=2279/0-5-8 (min. 0-4-5)
Max Horz2=109(LC 11)
Max Uplift8=-8(LC 10), 2=-53(LC 10)
Max Grav8=2144(LC 19), 2=2611(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-3985/0, 10-11=-3783/3, 3-11=-3728/8, 3-4=-3686/12, 4-5=-3027/0, 5-6=-2934/0,
7-8=-544/53
BOT CHORD 2-9=-108/3423, 8-9=-85/2434
WEBS 4-9=-706/177, 6-9=0/683, 6-8=-2856/68
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 0-11-5, Interior(1) 0-11-5 to 13-5-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03B3
Truss Type
Monopitch
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:11 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-QKp0zOxS0hGZ6Qz1NZXcdyQZ0z0onbothrusCYyclb_
Scale = 1:29.2
T2
W4
B1
W1
W2 W3
HW1
T1
1
2
3
4
5
6
7
8
10
9
11
12
13
5x8
4x4
5x10 MT20HS
7x10
4x12
3x4
2x4
4x6
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
15-7-2
2-0-0
1-0-0
4-10-7
4-4-12
3.00 12
Plate Offsets (X,Y)-- [2:0-6-5,Edge], [7:0-2-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.43
0.76
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.10
-0.13
0.06
(loc)
10
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 76 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x6 DF 2400F 2.0E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E 2-4-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=2251/0-5-8 (min. 0-4-11), 2=2240/0-5-8 (min. 0-4-2)
Max Horz2=123(LC 11)
Max Uplift9=-45(LC 14), 2=-48(LC 10)
Max Grav9=2859(LC 19), 2=2513(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-3816/0, 3-11=-3571/0, 3-12=-3533/0, 4-12=-3483/0, 4-5=-2858/0, 5-6=-2755/0,
7-9=-1372/134
BOT CHORD 2-10=-96/3283, 9-10=-57/2239
WEBS 4-10=-749/88, 6-10=0/717, 6-9=-2648/37
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 0-11-5, Interior(1) 0-11-5 to 15-6-7 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03B4
Truss Type
Monopitch
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:12 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-uWNOAkx4n_OQkaYDxG3r9Ayb_NNJW9C0vVeQk?yclaz
Scale = 1:28.2
T2
W4
B1
W1
W2
W3
T1
HW1
1
2
3
4
5
6
7
9
8
10
11
12
6x8
3x4
7x10
4x12
4x4
3x6
5x6
5x8
6-9-12
6-9-12
13-7-2
6-9-6
-2-0-0
2-0-0
4-7-13
4-7-13
8-11-11
4-3-15
13-7-2
4-7-7
15-7-2
2-0-0
1-0-0
4-10-5
4-11-13
4-4-12
3.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge], [8:0-6-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.99
0.68
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.12
0.04
(loc)
9
9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 97 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 HF/SPF 1650F 1.5E
WEDGE
Left: 2x4 HFSPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=3542/0-5-8 (min. 0-3-13), 8=3426/0-5-8 (min. 0-2-0)
Max Horz2=121(LC 11)
Max Uplift2=-59(LC 10), 8=-37(LC 14)
Max Grav2=3821(LC 19), 8=4027(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-5627/18, 10-11=-5277/19, 3-11=-5255/26, 3-4=-4118/0, 4-5=-3943/0, 6-8=-2015/162
BOT CHORD 2-9=-156/4941, 8-9=-100/3195
WEBS 3-9=-1319/105, 5-9=0/1009, 5-8=-3720/84
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 15-6-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Continued on page 2
09/25/17
Job
B1705428
Truss
T03B4
Truss Type
Monopitch
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:12 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-uWNOAkx4n_OQkaYDxG3r9Ayb_NNJW9C0vVeQk?yclaz
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-6=-381(F=-141), 6-7=-381(F=-141), 2-8=-20
09/25/17
Job
B1705428
Truss
T03BGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:12 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-uWNOAkx4n_OQkaYDxG3r9AymkNWDWE00vVeQk?yclaz
Scale = 1:21.6
T1
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
16
17
18
13-7-2
13-7-2
3.00 12 09/25/17
Job
B1705428
Truss
T03C1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:13 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MixmO4yiYIWHMk7QV_a4iNVuXnehFYSA89NzGRyclay
Scale = 1:51.4
T2
W6 T3
B1
W3
W5
W4
W7 W8
W1 W2
HW2
T4
B2
T1
1
2
3
4
5 6
7
8
9
10
11
12
17 16
15
14 13
18 19
20
21
22
6x8
3x4
4x6
6x8
5x10 MT20HS 8x14 MT20HS
4x6
7x10
7x10
4x6
2x4
6x8
6x12
5x8
5x8
6-3-5
6-3-5
12-3-2
5-11-13
19-0-6
6-9-4
26-1-2
7-0-12
-2-0-0
2-0-0
6-3-5
6-3-5
12-3-2
5-11-13
19-0-6
6-9-4
26-1-2
7-0-12
28-1-2
2-0-0
4-5-8
7-5-7
4-6-6
8-0-5
8-1-12
1-0-0
3.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-2-12], [7:0-7-4,0-3-8], [11:0-0-0,0-3-8], [16:0-3-12,Edge], [17:0-6-8,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.49
0.99
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.34
-0.45
0.14
(loc)
13-14
13-14
11
l/defl
>923
>699
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 357 lb FT = 20%
GRIP
185/144
139/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 3-7-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals. Except:
6-0-0 oc bracing: 5-7
BOT CHORD 6-0-0 oc bracing.
REACTIONS. (lb/size) 17=6309/0-5-8 (min. 0-1-12), 11=6247/0-5-8 (min. 0-3-15)
Max Horz17=-185(LC 12)
Max Uplift17=-19(LC 10), 11=-79(LC 14)
Max Grav17=6559(LC 19), 11=6247(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/254, 2-18=-5374/81, 18-19=-5169/84, 3-19=-5085/90, 3-4=-382/20, 5-20=-78/252,
7-14=0/1119, 5-7=-1856/292, 7-21=-9954/461, 8-21=-10040/456, 8-9=-10284/451,
9-10=-12299/343, 10-22=-12332/335, 11-22=-12821/322, 2-17=-6499/210
BOT CHORD 15-16=-374/9748, 14-15=-374/9748, 13-14=-284/11660, 11-13=-284/11660
WEBS 3-16=-77/719, 3-7=-5133/208, 7-16=-5969/365, 9-14=-3075/190, 9-13=0/282,
2-16=-74/5869
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 28-2-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
4) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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 2-0-0 wide will fit
between the bottom chord and any other members.
10) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11.
Continued on page 2
09/25/17
Job
B1705428
Truss
T03C1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:13 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-MixmO4yiYIWHMk7QV_a4iNVuXnehFYSA89NzGRyclay
NOTES-
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-381(F=-141), 2-5=-381(F=-141), 5-6=-240, 7-12=-381(F=-141), 11-17=-20
09/25/17
Job
B1705428
Truss
T03C2
Truss Type
ROOF SPECIAL
Qty
12
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:14 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-qvV9bQzKJce8zuic2h5JEa2xZB?u_?iJNp7Wotyclax
Scale: 1/4"=1'
T1
W6
T2
B1
W3
W5
W4
W7 W8
W9
W10
W1 W2
HW2
T3
B2
1
2
3
4
5
6
7
8
9
10
16 15
14
13 12 11
17
18
19
20
21
3x4
4x6
7x10
6x8 8x14 MT20HS
5x6
8x16
7x10
4x6
4x4
4x12
5x8
2x4
7x10
8x16
6-3-5
6-3-5
12-3-2
5-11-13
16-9-5
4-6-3
21-3-7
4-6-3
26-1-2
4-9-11
6-3-5
6-3-5
12-3-2
5-11-13
16-9-5
4-6-3
21-3-7
4-6-3
26-1-2
4-9-11
28-1-2
2-0-0
4-5-8
7-5-7
4-6-6
8-0-5
8-1-12
1-0-0
3.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-3-4], [5:0-7-0,0-3-12], [9:0-0-0,0-3-2], [15:0-6-12,0-4-8], [16:0-4-8,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.98
0.93
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.33
-0.43
0.12
(loc)
12-13
12-13
9
l/defl
>940
>726
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 195 lb FT = 20%
GRIP
185/144
139/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except*
B2: 2x6 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 4-5-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except
end verticals. Except:
5-7-0 oc bracing: 3-5
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-5, 5-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=3573/0-5-8 (min. 0-2-1), 9=4182/0-5-8 (min. 0-5-5)
Max Horz16=-172(LC 12)
Max Uplift9=-93(LC 14)
Max Grav16=3834(LC 19), 9=4182(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-3728/92, 17-18=-3602/93, 2-18=-3577/103, 2-19=-283/70, 5-13=0/1128,
3-5=-1497/286, 5-20=-6889/470, 6-20=-6986/466, 6-7=-8107/405, 7-8=-8169/396,
8-21=-8037/313, 9-21=-8299/298, 1-16=-3770/139
BOT CHORD 14-15=-380/6750, 13-14=-380/6750, 12-13=-334/7865, 11-12=-264/7555, 9-11=-264/7555
WEBS 2-15=-55/590, 2-5=-3609/196, 5-15=-4082/365, 6-13=-2028/73, 6-12=-168/270,
8-12=-384/896, 1-15=-115/4110
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 28-2-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03C3
Truss Type
Roof Special
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:15 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-I53Xom_y3vm?b2HocPcYnoaELbN0jUxTbTs4KJyclaw
Scale = 1:26.5
W1
T1
B1
W2
W3
W4
HW2
T2
1
2
3
4
5
6
7
9
8
10
11
12
5x10 MT20HS
3x4
7x10
7x10
5x16 MT18HS
5x8
4x4
3x6
6-9-9
6-9-9
13-7-2
6-9-9
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
15-7-2
2-0-0
4-4-12
4-6-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [6:0-0-3,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.74
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.16
0.07
(loc)
8
6-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 80 lb FT = 20%
GRIP
185/144
139/108
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 2-3-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except
end verticals.
BOT CHORD 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=2635/0-5-8 (min. 0-3-14), 6=3547/0-5-8 (min. 0-4-15)
Max Horz9=-153(LC 10)
Max Uplift9=-118(LC 11), 6=-210(LC 11)
Max Grav9=3069(LC 20), 6=3880(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-811/101, 2-10=-317/61, 2-3=-4233/179, 3-4=-4363/179, 4-5=-5357/248,
5-11=-5425/257, 11-12=-5498/257, 6-12=-5803/258
BOT CHORD 8-9=-127/3554, 6-8=-184/4977
WEBS 2-9=-4150/283, 2-8=0/899, 4-8=-1046/139
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=118,
6=210.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
09/25/17
Job
B1705428
Truss
T03C3
Truss Type
Roof Special
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:15 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-I53Xom_y3vm?b2HocPcYnoaELbN0jUxTbTs4KJyclaw
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-381(F=-141), 6-9=-20
09/25/17
Job
B1705428
Truss
T03CGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:15 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-I53Xom_y3vm?b2HocPcYnoaGYbX2jbbTbTs4KJyclaw
Scale = 1:43.6
W1
T1
W3
T2
B1
ST8 ST7 ST6 ST5 ST4
ST3 ST2 ST1
ST9 ST10 ST11 ST12 ST13
ST14
B2
W2
1
2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
17
18
36
37 38
4x4
3x4
12-3-2
12-3-2
26-1-2
13-10-0
0-0-6
3.00 12
09/25/17
Job
B1705428
Truss
T03CGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:16 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-nHdv06?bqDusDBs?A67nK?7UI_teS25cq7cdtmyclav
Scale = 1:37.6
W1
T1
W4
B1
ST8 ST7
ST6
ST5
ST4
ST3
ST2
ST1
W2
W3
1
2
3
4
5
6
7
8
9 10
21
22
4x4
3x4
12-3-2
12-3-2
3.00 12
09/25/17
Job
B1705428
Truss
T03CGE3
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:17 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-FTAHDR?DbX0jrLRBkqe0sDfcTODeAVFl3nLBPCyclau
Scale = 1:21.3
W1
T1
B1
ST1
ST2 ST3 ST4
ST5
ST6
1
2
3
4
5
6
7
8
16
17
18
13-7-2
13-7-2
0-0-6
3.00 12
09/25/17
Job
B1705428
Truss
T03D1
Truss Type
ROOF SPECIAL
Qty
6
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:17 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-FTAHDR?DbX0jrLRBkqe0sDfZoO0OALPl3nLBPCyclau
Scale = 1:54.8
T2
T3
B1
W2
W3
W4 W5
W6
W7 W8
W9
W10
W11
BL1
W1
W13
W12
T1
B2
T4
B3
SB1
1
2
3
4
5
6
7
8
9
10
11
12
19 18
17
16
15
14 13
20
21
22
23
24
25
5x6
6x8
6x8
7x10 5x8 WB
6x8
5x8
2x4
4x4
5x8
4x4
5x6
6x8
3x6
7x16
3x4
2x4
5x6
8-3-5
8-3-5
16-3-1
7-11-12
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
27-11-2
1-0-9
4-3-7
4-3-7
8-3-5
3-11-15
12-3-3
3-11-14
16-3-1
3-11-14
19-9-9
3-6-8
23-4-1
3-6-8
26-7-15
3-3-14
27-11-2
1-3-3
29-11-2
2-0-0
4-6-4
8-7-0
2-9-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [8:0-4-0,Edge], [11:0-2-11,0-2-8], [14:0-7-4,Edge], [19:0-6-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.94
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.21
-0.29
0.12
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 188 lb FT = 20%
GRIP
185/144
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E *Except*
T4: 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-18, 5-16, 9-14, 2-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=4046/0-5-8 (min. 0-2-5), 14=5182/0-5-4 (min. 0-2-12)
Max Horz19=-222(LC 12)
Max Uplift19=-105(LC 14), 14=-201(LC 14)
Max Grav19=4233(LC 19), 14=5182(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4182/187, 3-4=-4165/208, 4-5=-3998/219, 5-21=-3346/214, 6-21=-3201/224,
6-22=-3454/222, 7-22=-3678/204, 7-8=-3101/188, 8-9=-3303/171, 9-23=-45/901,
10-23=-108/848, 10-24=-16/560, 11-24=-20/544, 11-12=0/551, 1-19=-502/61
BOT CHORD 18-19=-47/2856, 17-18=-38/3707, 17-25=-38/3707, 16-25=-38/3707, 15-16=-7/3094,
14-15=-51/2288
WEBS 2-18=-12/1634, 3-18=-1413/89, 5-18=-330/353, 5-16=-1764/105, 6-16=-61/1237,
7-16=-702/542, 7-15=-1205/69, 9-15=-2/1341, 9-14=-4391/169, 10-14=-969/626,
2-19=-4630/221, 11-14=-1803/291
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 19, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=105,
14=201.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03D2
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:18 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-jgkfRn0rMq8aSV0NHX9FPQCl9oMfvnevIR5kxeyclat
Scale = 1:55.5
T2
T3
B1
W3
W4
W5 W6
W7
W8 W9
W10
W11
W12
W1
W2
W14
W13
T1
B2 B3
SB1
1
2
3
4
5
6
7
8
9
10
11
12
19 18
17
16
15
14 13
20
21
22
23
24
5x6
6x8
6x8
7x10 5x8 WB
6x8
5x8
2x4
4x4
5x8
4x4
6x8
6x8
3x10
10x20 MT20HS
3x4
2x4
7x12 MT20HS
8-3-5
8-3-5
16-3-1
7-11-12
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
27-11-2
1-0-9
4-3-7
4-3-7
8-3-5
3-11-15
12-3-3
3-11-14
16-3-1
3-11-14
19-9-9
3-6-8
23-4-1
3-6-8
26-7-15
3-3-14
27-11-2
1-3-3
30-11-2
3-0-0
4-6-4
8-7-0
2-9-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [11:0-3-8,0-3-8], [14:0-9-12,Edge], [19:0-6-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.43
0.94
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.21
-0.29
0.12
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 194 lb FT = 20%
GRIP
174/144
139/111
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E *Except*
T4: 1-1/2" x 9-1/2" VERSA-LAM® 2.0 2800 DF
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-18, 5-16, 8-14, 2-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=4002/0-5-8 (min. 0-2-5), 14=5529/0-5-4 (min. 0-2-14)
Max Horz19=-162(LC 12)
Max Uplift14=-55(LC 14)
Max Grav19=4236(LC 19), 14=5529(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4184/53, 3-4=-4167/66, 4-5=-3967/76, 5-21=-3255/89, 6-21=-3110/100,
6-22=-3356/93, 7-22=-3587/76, 7-8=-3049/222, 8-9=-41/1405, 9-23=-47/1335,
10-23=-123/1315, 10-11=-16/885, 11-12=0/795, 1-19=-501/39
BOT CHORD 18-19=0/2859, 17-18=0/3701, 17-24=0/3701, 16-24=0/3701, 15-16=0/2964, 14-15=-475/2034
WEBS 2-18=0/1630, 3-18=-1424/49, 5-18=-297/368, 5-16=-1789/63, 6-16=-4/1216, 7-16=-617/577,
7-15=-1414/57, 8-15=0/1553, 8-14=-4353/44, 10-14=-1014/1046, 2-19=-4635/82,
11-14=-2814/324
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
8) Bearing at joint(s) 19, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03D3
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:18 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-jgkfRn0rMq8aSV0NHX9FPQCkYoS5vorvIR5kxeyclat
Scale = 1:51.9
T2
T3
B1
W3
W4
W5
W6
W7
W8 W9
W10
W11
W12
W1
W2
W14
W13
T1
T4
B2
1
2
3
4
5
6
7
8
9
10
11
12
19 18
17 16
15
14 13
20
21
22
23
24
25
26
5x6
6x8
6x8
7x10 5x86x8
5x8
2x4
4x4
5x8
4x4
4x6
6x8
3x6
8x12
3x4
3x4
5x6
8-3-5
8-3-5
16-3-1
7-11-12
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
28-11-2
2-0-9
4-3-7
4-3-7
8-3-5
3-11-15
12-3-3
3-11-14
16-3-1
3-11-14
19-9-9
3-6-8
23-4-1
3-6-8
26-7-15
3-3-14
28-11-2
2-3-3
30-11-2
2-0-0
4-6-4
8-7-0
2-3-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [9:0-4-0,Edge], [11:0-2-12,0-2-4], [14:0-5-12,0-5-0], [15:0-2-0,0-1-8], [19:0-6-8,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.53
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.14
-0.18
0.08
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 205 lb FT = 20%
GRIP
185/144
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E *Except*
T3: 2x6 HF/SPF 1650F 1.5E, T4: 2x8 DF 1950F 1.7E
BOT CHORD 2x6 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-16, 8-14, 2-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=4002/0-5-8 (min. 0-2-5), 14=5536/0-5-4 (min. 0-2-15)
Max Horz19=-220(LC 12)
Max Uplift19=-100(LC 14), 14=-214(LC 14)
Max Grav19=4235(LC 19), 14=5536(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4228/175, 3-4=-4208/201, 4-5=-4007/207, 5-21=-3290/205, 6-21=-3144/215,
6-22=-3391/211, 7-22=-3624/193, 7-8=-3152/164, 8-9=-116/1548, 9-23=-116/1507,
10-23=-126/1490, 10-24=-142/1322, 11-24=-145/1292, 11-12=0/551, 1-19=-496/60
BOT CHORD 18-19=-13/2901, 18-25=0/3742, 17-25=0/3742, 17-26=0/3742, 16-26=0/3742, 15-16=0/2999,
14-15=-290/2095
WEBS 2-18=-3/1611, 3-18=-1410/87, 5-18=-299/364, 5-16=-1804/110, 6-16=-55/1254,
7-16=-618/565, 7-15=-1379/96, 8-15=-26/1472, 8-14=-4760/238, 10-14=-1020/363,
2-19=-4659/207, 11-14=-1633/290
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 19, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=100,
14=214.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03DGE
Truss Type
Roof Special Supported Gable
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:19 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-BsI2e71T78GR4faarFhUxelvICqReL52W5qHT5yclas
Scale = 1:59.2
W1
T2
T3
W4
B1
ST12ST11
ST10ST9 ST8ST7
ST6ST5
ST4ST3
ST2 ST1
ST13
ST14
ST15
ST16
ST17
ST18
ST19
ST20
T1
B2
T4
W2
W3
1
2
3
4
5 6
7
8 9
10
11
12 13 14
15
16
17
18
19
20
21
22
23
24
25
48
49
5x6
5x6
6x8
5x6
7x10
3x6
3x6 3x6
16-3-1
16-3-1
27-11-2
11-8-1
29-11-2
2-0-0
2-9-0
3.00 12
6.00 12
09/25/17
Job
B1705428
Truss
T03DGE
Truss Type
Roof Special Supported Gable
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:19 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-BsI2e71T78GR4faarFhUxelvICqReL52W5qHT5yclas
NOTES-
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
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 all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 38, 39, 40, 41, 42, 43, 44, 45, 32, 31, 30, 29, 28 except
(jt=lb) 47=1392, 46=123, 27=958, 26=128.
12) Non Standard bearing condition. Review required.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
15) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03E
Truss Type
ROOF SPECIAL
Qty
4
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:20 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-f2sQsT25uSOHip9mPyCjUrH4?c2oNiACllar0Xyclar
Scale = 1:53.4
T2
T3
B1
W3
W4
W5
W6
W7
W8 W9
W10
W11
W12
W1
W2
W14
W13
T1
T4
B2
SB1
1
2
3
4
5
6
7
8
9
10
11
12
13
20 19
18 17
16
15 14
21
22
23
24
25
26
27
28
6x8
6x8
6x8
7x10 5x10 WB
6x8
4x12
2x4
4x4
5x8
4x4
4x6
6x8
3x64x4
2x4
5x6
7x10
8-3-5
8-3-5
16-3-1
7-11-12
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
28-11-2
2-0-9
-2-0-0
2-0-0
4-3-7
4-3-7
8-3-5
3-11-15
12-3-3
3-11-14
16-3-1
3-11-14
19-9-9
3-6-8
23-4-1
3-6-8
26-7-15
3-3-14
28-11-2
2-3-3
30-11-2
2-0-0
3-2-0
8-7-0
2-3-0
4.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-4-0,Edge], [10:0-4-0,Edge], [12:0-2-12,0-2-4], [15:0-2-8,0-3-0], [16:0-1-8,0-1-8], [20:0-7-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.48
0.96
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.22
-0.30
0.12
(loc)
17-19
17-19
15
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 198 lb FT = 20%
GRIP
185/144
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 SPF 2100F 1.8E, T3: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W12: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-17, 9-15, 3-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 20=4680/0-5-8 (min. 0-2-11), 15=5509/0-5-4 (min. 0-2-3)
Max Horz20=142(LC 13)
Max Uplift20=-26(LC 14), 15=-32(LC 14)
Max Grav20=4901(LC 19), 15=5533(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/383, 2-21=-275/53, 3-4=-4782/30, 4-22=-4612/31, 5-22=-4527/41, 5-6=-4754/76,
6-23=-3340/87, 7-23=-3151/101, 7-24=-3319/94, 8-24=-3548/77, 8-9=-3092/103,
9-10=-76/1535, 10-25=-76/1482, 11-25=-86/1478, 11-26=-93/1299, 12-26=-96/1269,
12-13=0/551, 2-20=-1650/150
BOT CHORD 19-20=0/3333, 19-27=0/3875, 18-27=0/3875, 18-28=0/3875, 17-28=0/3875, 16-17=0/2936,
15-16=-322/2038
WEBS 3-19=0/1330, 5-19=-1472/61, 6-19=-11/835, 6-17=-2069/70, 7-17=-10/1440, 8-17=-641/581,
8-16=-1362/53, 9-16=0/1500, 9-15=-4727/89, 11-15=-1121/386, 3-20=-4753/5,
12-15=-1678/211
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 0-10-14, Interior(1) 0-10-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 20, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 15.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03EGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:21 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-7FQo3p2jflX8Jzkyzfjy03qFn?Wq6CcL_PJOYzyclaq
Scale = 1:65.9
W1
T2
T3
W5
B1
ST12 ST11 ST10
ST9 ST8
ST7
ST6
ST5 ST4
ST3 ST2 ST1
ST13
ST14
ST15
ST16
ST17
ST18
ST19
T1
T4
B2
W2 W4
W3
3
4 5
6 7
8 9
10
11
12
13
14 15 16
17
18
19
20
21
22
23
24
25
26
38 27
50
51
52
53
5x6
8x12
5x6
6x8
5x6
4x12
3x6
16-3-1
16-3-1
26-10-9
10-7-8
28-11-2
2-0-9
30-11-2
2-0-0
2-3-0
4.00 12
6.00 12
09/25/17
Job
B1705428
Truss
T03EGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:21 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-7FQo3p2jflX8Jzkyzfjy03qFn?Wq6CcL_PJOYzyclaq
NOTES-
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
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 all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 34, 33, 32, 31, 30, 28
except (jt=lb) 49=987, 29=771.
12) Non Standard bearing condition. Review required.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03F1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:22 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bR_AG93LQ3f?x6J8WNEBZGNQFPiorchVC33x4Qyclap
Scale = 1:51.4
T2
W6 T3
B1
W3
W5
W4
W7 W8
W1 W2
HW2
T4
B2
T1
1
2
3
4
5 6
7
8
9
10
11
12
17 16
15
14 13
18 19
20
21
22
6x8
3x4
4x6
6x8
5x10 MT20HS 8x14 MT20HS
4x6
7x10
7x10
4x6
2x4
6x8
6x12
5x8
5x8
6-3-5
6-3-5
12-3-2
5-11-13
19-0-6
6-9-4
26-1-2
7-0-12
-2-0-0
2-0-0
6-3-5
6-3-5
12-3-2
5-11-13
19-0-6
6-9-4
26-1-2
7-0-12
28-1-2
2-0-0
4-5-8
7-5-7
4-6-6
8-0-5
8-1-12
1-0-0
3.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-2-12], [7:0-7-4,0-3-8], [11:0-0-0,0-3-8], [16:0-3-12,Edge], [17:0-6-8,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.49
0.99
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.34
-0.45
0.14
(loc)
13-14
13-14
11
l/defl
>923
>699
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 357 lb FT = 20%
GRIP
185/144
139/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 3-7-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals. Except:
6-0-0 oc bracing: 5-7
BOT CHORD 6-0-0 oc bracing.
REACTIONS. (lb/size) 17=6309/0-5-8 (min. 0-1-12), 11=6247/0-5-8 (min. 0-3-15)
Max Horz17=-185(LC 12)
Max Uplift17=-19(LC 10), 11=-79(LC 14)
Max Grav17=6559(LC 19), 11=6247(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/254, 2-18=-5374/81, 18-19=-5169/84, 3-19=-5085/90, 3-4=-382/20, 5-20=-78/252,
7-14=0/1119, 5-7=-1856/292, 7-21=-9954/461, 8-21=-10040/456, 8-9=-10284/451,
9-10=-12299/343, 10-22=-12332/335, 11-22=-12821/322, 2-17=-6499/210
BOT CHORD 15-16=-374/9748, 14-15=-374/9748, 13-14=-284/11660, 11-13=-284/11660
WEBS 3-16=-77/719, 3-7=-5133/208, 7-16=-5969/365, 9-14=-3075/190, 9-13=0/282,
2-16=-74/5869
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 28-2-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
4) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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 2-0-0 wide will fit
between the bottom chord and any other members.
10) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11.
Continued on page 2
09/25/17
Job
B1705428
Truss
T03F1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:22 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bR_AG93LQ3f?x6J8WNEBZGNQFPiorchVC33x4Qyclap
NOTES-
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-381(F=-141), 2-5=-381(F=-141), 5-6=-240, 7-12=-381(F=-141), 11-17=-20
09/25/17
Job
B1705428
Truss
T03F2
Truss Type
ROOF SPECIAL
Qty
12
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:22 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bR_AG93LQ3f?x6J8WNEBZGNRoPjxrc0VC33x4Qyclap
Scale = 1:51.4
T2
W6
T3
B1
W3
W5
W4
W7 W8
W9
W10
W1 W2
HW2
B2
T1
1
2
3
4
5 6
7
8
9
10
11
12
18 17
16
15 14 13
19
20
21
22
23
24
6x8
3x4
4x6
7x10
7x10 8x14 MT20HS
5x6
8x16
7x10
4x6
4x4
4x12
5x8
2x4
7x10
8x16
6-3-5
6-3-5
12-3-2
5-11-13
16-9-5
4-6-3
21-3-7
4-6-3
26-1-2
4-9-11
-2-0-0
2-0-0
6-3-5
6-3-5
12-3-2
5-11-13
16-9-5
4-6-3
21-3-7
4-6-3
26-1-2
4-9-11
28-1-2
2-0-0
4-5-8
7-5-7
4-6-6
8-0-5
8-1-12
1-0-0
3.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-2-12], [7:0-7-4,0-3-8], [11:0-0-0,0-3-2], [17:0-8-0,0-4-8], [18:0-6-8,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.39
0.92
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.33
-0.42
0.12
(loc)
14-15
14-15
11
l/defl
>946
>730
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 200 lb FT = 20%
GRIP
185/144
139/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except*
B2: 2x6 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 4-5-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except
end verticals. Except:
5-6-0 oc bracing: 5-7
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-7, 7-17, 2-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 18=4128/0-5-8 (min. 0-2-6), 11=4159/0-5-8 (min. 0-5-4)
Max Horz18=-170(LC 12)
Max Uplift18=-20(LC 10), 11=-94(LC 14)
Max Grav18=4390(LC 19), 11=4159(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-3682/80, 19-20=-3552/80, 3-20=-3492/94, 3-4=-279/34, 7-15=0/1151, 5-7=-1520/291,
7-22=-6801/462, 8-22=-6897/457, 8-9=-8030/398, 9-10=-8093/389, 10-23=-7974/307,
11-23=-8235/292, 2-18=-4327/212
BOT CHORD 16-17=-371/6663, 15-16=-371/6663, 14-15=-326/7791, 13-14=-259/7495, 11-13=-259/7495
WEBS 3-17=-76/724, 3-7=-3496/181, 7-17=-4104/371, 8-15=-2074/45, 8-14=-163/279,
10-14=-408/880, 2-17=-74/3998
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 28-2-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 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 greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705428
Truss
T03F3
Truss Type
Roof Special
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:22 2017 Page 1Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-bR_AG93LQ3f?x6J8WNEBZGNQaPmfregVC33x4Qyclap
Scale = 1:26.5
W1
T1
B1
W2
W3
W4
HW2
T2
1
2
3
4
5
6
7
9
8
10
11
12
5x10 MT20HS
3x4
7x10
7x10
5x16 MT18HS
5x8
4x4
3x6
6-9-9
6-9-9
13-7-2
6-9-9
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
15-7-2
2-0-0
4-4-12
4-6-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [6:0-0-3,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.74
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.16
0.07
(loc)
8
6-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 80 lb FT = 20%
GRIP
185/144
139/108
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 2-3-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except
end verticals.
BOT CHORD 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=2635/0-5-8 (min. 0-3-14), 6=3547/0-5-8 (min. 0-4-15)
Max Horz9=-153(LC 10)
Max Uplift9=-118(LC 11), 6=-210(LC 11)
Max Grav9=3069(LC 20), 6=3880(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-811/101, 2-10=-317/61, 2-3=-4233/179, 3-4=-4363/179, 4-5=-5357/248,
5-11=-5425/257, 11-12=-5498/257, 6-12=-5803/258
BOT CHORD 8-9=-127/3554, 6-8=-184/4977
WEBS 2-9=-4150/283, 2-8=0/899, 4-8=-1046/139
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=118,
6=210.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
09/25/17
Job
B1705428
Truss
T03F3
Truss Type
Roof Special
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:22 2017 Page 2Builders FirstSource #816, Dolores Co
ID:P17H?d815ODX6YoxbOKRYJyn_tm-bR_AG93LQ3f?x6J8WNEBZGNQaPmfregVC33x4Qyclap
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-381(F=-141), 6-9=-20
09/25/17
Job
B1705428
Truss
T03FGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:23 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-3dYYUV4_BNnsZGuL44lQ6UvdXpGwaCaeRjoVdsyclao
Scale = 1:43.6
W1
T1
W3
T2
B1
ST8 ST7 ST6 ST5 ST4
ST3 ST2 ST1
ST9 ST10 ST11 ST12 ST13
ST14
B2
W2
1
2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
17
18
36
37 38
4x4
3x4
12-3-2
12-3-2
26-1-2
13-10-0
0-0-6
3.00 12
09/25/17
Job
B1705428
Truss
T03FGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:23 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-3dYYUV4_BNnsZGuL44lQ6UvgXpGHaCqeRjoVdsyclao
Scale = 1:37.6
W1
T1
W4
B1
ST8 ST7
ST6
ST5
ST4
ST3
ST2
ST1
W2
W3
1
2
3
4
5
6
7
8
9 10
21
22
4x4
3x4
12-3-2
12-3-2
3.00 12
09/25/17
Job
B1705428
Truss
T03FGE3
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 3
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Sun Sep 17 09:31:24 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-Yq6xhr5cygvjAQTXeoGfehSpiDcHJf_ngNY29Iyclan
Scale = 1:21.3
W1
T1
B1
ST1
ST2 ST3 ST4
ST5
ST6
1
2
3
4
5
6
7
8
16
17
18
13-7-2
13-7-2
0-0-6
3.00 12
09/25/17