HomeMy WebLinkAboutB17-0073_B98 Corrected 9.27.17_SGM & 359 REVIEWED_1510762906.pdfB1705323
CHAMONIX - VAIL
2310 CHAMONIX ROAD
VAIL, CO 81657
BUILDING 9
T09AGE
T09AGE
T09A1
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A2
T09A1 T09BGET09B1T09B2T09B2T09B2T09B2T09B2T09BGE2T09CGET09CT09CT09CT09CT09CT09CGET09DGE
T09DGE
T09D1
T09D2
T09D2
T09D2
T09D2
T09D3
T09D3
T09D3
T09D3
T09D3
T09D3
T09D3
T09D2
T09D2
T09D2
T09D4
T09EGE
T09EGE
T09E1
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E2
T09E1
T09FGE
T09FGE
T09F1
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F2
T09F1
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:
2016-453.001
B98 Truss Shops
No Exceptions Taken
09/29/2017
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
09/29/2017Rob Wilberger
X
11/15/17
Job
B1705323
Truss
T09A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:43 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-I2NbiqfzSfMQZ9vjzfEoNbQxbY92iz5FPdjAdmyZO9c
Scale = 1:25.7
T1 W4
B1
W1
W2
W3
HW11
2
3
4
5
7
6
8
9
3x4
5x10 MT20HS
7x10
4x12
3x4
3x6
5x6
6-0-13
6-0-13
12-3-2
6-2-5
-2-0-0
2-0-0
4-1-11
4-1-11
7-11-15
3-10-3
12-3-2
4-3-3
1-0-04-0-134-2-43.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.98
0.66
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.10
0.03
(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 4-5-5 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=2716/0-5-8 (min. 0-3-1), 2=3413/0-5-8 (min. 0-3-11)
Max Horz2=97(LC 11)
Max Uplift6=-9(LC 10), 2=-65(LC 10)
Max Grav6=3084(LC 19), 2=3729(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-5336/88, 3-8=-4977/92, 3-4=-4142/59, 4-9=-341/40, 5-6=-951/76
BOT CHORD 2-7=-194/4633, 6-7=-163/3457
WEBS 3-7=-899/272, 4-7=-73/679, 4-6=-3983/156
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=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 9 lb uplift at joint 6 and 65 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 1-8=-361(F=-141), 2-6=-20
Continued on page 2
11/15/17
Job
B1705323
Truss
T09A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:43 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-I2NbiqfzSfMQZ9vjzfEoNbQxbY92iz5FPdjAdmyZO9c
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 8=-361(F=-141)-to-5=-501(F=-141)
11/15/17
Job
B1705323
Truss
T09A2
Truss Type
MONOPITCH
Qty
11
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:44 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-mFxzvAfcDzUHBJUvXMl1wozGbyU4RLIPeHTkADyZO9b
Scale = 1:25.7
T1 W4
B1
W1
W2 W3
HW11
2
3
4
5
6
8
7
9
10
3x4
5x10 MT20HS
6x8
5x10
3x4
3x6
4x6
6-0-13
6-0-13
12-3-2
6-2-5
-2-0-0
2-0-0
4-1-11
4-1-11
7-11-15
3-10-3
12-3-2
4-3-3
1-0-04-0-134-2-43.00 12
Plate Offsets (X,Y)-- [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.33
0.73
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.11
0.05
(loc)
8
7-8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 73 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x4 HFSPF 1650F 1.5E 2-0-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-15 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) 7=1951/0-5-8 (min. 0-3-13), 2=2181/0-5-8 (min. 0-4-2)
Max Horz2=99(LC 11)
Max Uplift7=-8(LC 10), 2=-54(LC 10)
Max Grav7=2326(LC 19), 2=2492(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-3768/27, 3-9=-3547/31, 3-4=-3486/35, 4-5=-3007/16, 6-7=-705/63
BOT CHORD 2-8=-126/3217, 7-8=-111/2556
WEBS 4-8=-455/276, 5-8=-29/474, 5-7=-2973/101
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=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 8 lb uplift at joint 7 and 54 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 1-9=-220, 2-7=-20
Trapezoidal Loads (plf)
Vert: 9=-220-to-6=-360
11/15/17
Job
B1705323
Truss
T09AGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:44 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-mFxzvAfcDzUHBJUvXMl1wozGIyewRWGPeHTkADyZO9b
Scale = 1:19.5
T1
W1
B1
ST5
ST4ST3ST2
ST11
2
3
4
5
6
7
13 12 11 10 9 8
14
15
16
3x4
12-3-2
12-3-2
0-0-63-1-33.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.34
0.10
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-3-2.
(lb) - Max Horz1=74(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13
Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=454(LC 18), 9=576(LC 18), 10=541(LC 18),
11=558(LC 18), 13=1383(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-9=-547/97, 5-10=-518/78, 4-11=-517/59, 2-13=-1267/179
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "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: 1-8=-20
Trapezoidal Loads (plf)
Vert: 1=-220-to-7=-360
11/15/17
Job
B1705323
Truss
T09B1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:45 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-ERVM7WgE_Gc8pT3553GGT0VN_MnZAncYtxCHifyZO9a
Scale = 1:55.4
T1
T2 T2
T1
B1
W2
W3
W4 W4
W3
W2
W5
W6BL1
W1
W8W7
B3B2
1
2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17
18
19 20
21
22
23 24
6x8
5x10
6x8
8x14 MT20HS
6x8
5x16 MT18HS
5x10
12x18 MT18HS
3x65x6
2x4
5x6
7x10 8x12
10-0-010-0-0 18-11-28-11-2 26-7-137-8-11 26-10-90-2-12
28-11-2
2-0-9
-2-0-0
2-0-0
5-1-12
5-1-12
10-0-0
4-10-4
14-5-9
4-5-9
18-11-2
4-5-9
21-4-4
2-5-2
23-9-6
2-5-2
26-7-13
2-10-7
28-11-2
2-3-5
30-11-2
2-0-0
2-10-02-3-95-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-4-0], [6:0-4-0,0-3-8], [13:0-2-0,0-1-12], [15:0-1-12,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.60
0.91
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.31
-0.39
0.15
(loc)
13-15
13-15
12
l/defl
>999
>820
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 191 lb FT = 20%
GRIP
185/144
148/108
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 DF 2400F 2.0E
BOT CHORD 2x4 SPF 2100F 1.8E *Except*
B3: 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W6: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-12
2 Rows at 1/3 pts 3-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=5770/0-5-8 (min. 0-2-5), 12=6741/0-5-4 (min. 0-2-11)
Max Horz16=-99(LC 12)
Max Uplift16=-15(LC 14), 12=-23(LC 11)
Max Grav16=5969(LC 19), 12=6824(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-426/34, 17-18=-365/37, 3-4=-6614/118, 4-19=-6731/146, 5-19=-6418/152,
5-20=-5405/150, 6-20=-5651/144, 6-7=-5566/113, 7-21=-119/1201, 8-21=-123/1093,
8-22=-126/1146, 9-22=-127/998, 2-16=-2074/170
BOT CHORD 15-16=-120/5426, 14-15=-52/4841, 14-23=-52/4841, 23-24=-52/4841, 13-24=-52/4841,
12-13=-264/2805
WEBS 3-15=0/1220, 4-15=-2530/108, 5-15=-29/2635, 5-13=-155/1143, 6-13=-2419/108,
7-13=-56/3038, 7-12=-6029/190, 8-12=-970/299, 3-16=-6567/138, 9-12=-1563/227
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) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9,
Interior(1) 18-11-2 to 31-0-0 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, with BCDL = 10.0psf.
8) Bearing at joint(s) 16, 12 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) 16, 12.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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.
12) 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) StandardContinued on page 2
11/15/17
Job
B1705323
Truss
T09B1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:45 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-ERVM7WgE_Gc8pT3553GGT0VN_MnZAncYtxCHifyZO9a
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=-361(F=-141), 4-5=-361(F=-141), 5-6=-361(F=-141), 6-9=-361(F=-141), 9-10=-361(F=-141), 11-16=-20
11/15/17
Job
B1705323
Truss
T09B2
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:46 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-id3kKshslak?QddIenoV?D2a2m5nvIri5byqE5yZO9Z
Scale = 1:55.4
T1
T2 T2
T1
B1
W2
W3
W4 W4
W3
W5
W6
W7BL1
W1
W9W8
B3B2
1
2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17
18
19 20
21
22
23 24
6x8
6x8
6x8
5x85x8
5x8
6x8
5x8
3x65x6
2x4
5x6
5x8 7x10
10-0-010-0-0 18-11-28-11-2 26-7-137-8-11 26-10-90-2-12
28-11-2
2-0-9
-2-0-0
2-0-0
5-1-12
5-1-12
10-0-0
4-10-4
14-5-9
4-5-9
18-11-2
4-5-9
22-9-7
3-10-6
26-7-13
3-10-6
28-11-2
2-3-5
30-11-2
2-0-0
2-10-02-3-95-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [4:0-3-12,0-3-0], [15:0-2-0,0-1-8], [16:0-5-4,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.46
0.97
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.28
-0.44
0.12
(loc)
13-15
15-16
12
l/defl
>999
>722
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 189 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W7: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-12, 3-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=3619/0-5-8 (min. 0-1-8), 12=4228/0-5-4 (min. 0-1-11)
Max Horz16=-99(LC 12)
Max Uplift16=-28(LC 14), 12=-33(LC 11)
Max Grav16=3818(LC 19), 12=4312(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-285/30, 3-4=-4245/32, 4-19=-4326/54, 5-19=-4108/66, 5-20=-3418/77,
6-20=-3567/65, 6-7=-3455/40, 7-21=-96/1043, 8-21=-106/1028, 8-22=-111/945,
9-22=-113/937, 2-16=-1326/140
BOT CHORD 15-16=-45/3501, 14-15=0/3050, 14-23=0/3050, 23-24=0/3050, 13-24=0/3050,
12-13=-293/2232
WEBS 3-15=0/866, 4-15=-1728/77, 5-15=-1/1925, 5-13=-312/980, 6-13=-1521/72, 7-13=-3/1529,
7-12=-3883/99, 8-12=-885/331, 3-16=-4217/47, 9-12=-1465/203
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) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9,
Interior(1) 18-11-2 to 31-0-0 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) 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) 16, 12 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) 16, 12.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09BGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:47 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Aqd6YCiUWuss2nCUCUJkYRbpk9eseuJrKFhOmYyZO9Y
Scale = 1:49.8
W1
T1
T2 T2
T1
W1
B1
ST11ST10ST9ST8ST7ST6 ST5ST4ST3ST2ST1
ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
B2W2
W2W3 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
50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
51
52
53
54
55 564x4
6x8
5x6
6x8
5x63x4 3x4
4x4
10-1-4
10-1-4
18-9-14
8-8-10
28-11-2
10-1-4
10-1-4
10-1-4
14-5-9
4-4-5
18-9-14
4-4-5
28-11-2
10-1-4
1-10-64-4-115-10-21-10-63.00 12
4.00 12
Plate Offsets (X,Y)-- [39:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.20
0.15
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.01
(loc)
-
-
28
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 179 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 10-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 26-27.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 26-10-9.
(lb) - Max Horz50=-71(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 40, 44, 45, 46, 47, 48, 49, 36, 35, 32,
31, 30, 29, 28, 42, 34 except 50=-257(LC 36)
Max Grav All reactions 250 lb or less at joint(s) 50, 35, 29, 42, 34 except 38=379(LC
1), 39=431(LC 32), 40=430(LC 32), 41=275(LC 18), 43=340(LC 18), 44=426(LC 18),
45=423(LC 18), 46=386(LC 18), 47=359(LC 33), 48=374(LC 33), 49=517(LC 1),
37=442(LC 19), 36=428(LC 35), 33=324(LC 19), 32=430(LC 19), 31=422(LC 19),
30=412(LC 19), 28=1033(LC 36)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-50=-103/257, 23-24=-40/287
WEBS 13-38=-350/0, 12-39=-405/51, 11-40=-404/57, 10-41=-252/28, 8-43=-317/27, 7-44=-399/32,
6-45=-396/32, 5-46=-359/31, 4-47=-333/35, 3-48=-348/57, 2-49=-292/55, 14-37=-416/48,
15-36=-400/57, 18-33=-301/25, 19-32=-401/32, 20-31=-402/32, 21-30=-359/31,
23-28=-803/138, 1-49=-303/126, 25-27=-323/70
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 14-5-9, Corner(3) 14-5-9 to 17-5-9,
Exterior(2) 18-9-14 to 28-9-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 44, 45, 46, 47, 48
, 49, 36, 35, 32, 31, 30, 29, 28, 42, 34 except (jt=lb) 50=257.Continued on page 2
11/15/17
Job
B1705323
Truss
T09BGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:47 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-Aqd6YCiUWuss2nCUCUJkYRbpk9eseuJrKFhOmYyZO9Y
NOTES-
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09BGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-e0BUlYi6HB_igwngmCqz4e7yOZxtNJv_ZvRxJ_yZO9X
Scale = 1:55.6
W1
T1
T2 T2
T1
W1
B1
ST10ST9ST8ST7ST6ST5ST4 ST3ST2 ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
B2W2
W2W3 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 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
49 50
3x10
5x6
6x8
5x6
6x8
5x6
3x107x10
3x63x63x63x63x63x6
4x6
3x10
3x6
3x6 3x6 3x6 3x6 3x6
4x6
3x10
10-0-0
10-0-0
18-11-2
8-11-2
28-11-2
10-0-0
-2-0-0
2-0-0
10-0-0
10-0-0
14-5-9
4-5-9
18-11-2
4-5-9
28-11-2
10-0-0
30-11-2
2-0-0
2-10-05-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [38:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.34
0.36
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.08
-0.02
(loc)
24-25
24-25
28
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 242 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x6 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 10-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 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. All bearings 26-10-9.
(lb) - Max Horz48=97(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 39, 41, 43, 44, 45, 47, 35, 33, 32, 30,
40, 34 except 48=-854(LC 37), 46=-125(LC 18), 29=-953(LC 18), 28=-139(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 46, 29 except 48=680(LC 34),
37=531(LC 1), 38=445(LC 19), 39=517(LC 19), 41=361(LC 19), 42=408(LC 19),
43=430(LC 19), 44=431(LC 19), 45=383(LC 19), 47=1027(LC 37), 36=476(LC 20),
35=527(LC 20), 33=395(LC 20), 32=423(LC 20), 31=390(LC 20), 30=478(LC 20),
28=2112(LC 37), 40=401(LC 19), 34=338(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-48=-679/818, 2-3=-86/529, 3-4=-96/712, 4-5=-83/752, 5-6=-70/747, 6-7=-58/743,
7-8=-47/740, 8-9=-36/742, 9-10=-27/758, 10-49=-13/754, 11-49=-6/765, 11-12=0/766,
12-13=-3/741, 13-14=-4/737, 14-15=0/766, 15-50=0/770, 16-50=0/759, 16-17=-2/739,
17-18=-16/747, 18-19=-27/747, 19-20=-38/747, 20-21=-46/722, 21-22=-43/638,
22-23=-90/820, 23-24=-62/565
BOT CHORD 46-47=-718/97, 45-46=-718/97, 44-45=-718/97, 43-44=-718/97, 42-43=-718/97,
41-42=-718/97, 40-41=-718/97, 39-40=-718/98, 38-39=-718/98, 37-38=-716/98,
36-37=-716/98, 35-36=-716/98, 34-35=-716/98, 33-34=-718/96, 32-33=-718/96,
31-32=-718/96, 30-31=-718/96, 29-30=-718/96, 28-29=-718/96, 27-28=-718/96
WEBS 13-37=-501/23, 12-38=-419/52, 11-39=-487/64, 9-41=-340/38, 8-42=-381/30, 7-43=-404/32,
6-44=-404/33, 5-45=-356/38, 3-47=-57/726, 14-36=-451/46, 15-35=-496/64,
17-33=-377/38, 18-32=-384/31, 19-31=-402/31, 20-30=-307/78, 21-29=-80/317,
22-28=-1108/177, 23-27=-129/1024, 2-47=-1720/361, 24-27=-1717/251, 10-40=-373/41,
16-34=-309/72
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-0-14 to 1-1-9, Exterior(2) 1-1-9 to 14-5-9, Corner(3) 14-5-9 to 17-5-9,
Exterior(2) 18-11-2 to 31-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
Continued on page 2
11/15/17
Job
B1705323
Truss
T09BGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:48 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-e0BUlYi6HB_igwngmCqz4e7yOZxtNJv_ZvRxJ_yZO9X
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 100.0 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) 39, 41, 43, 44, 45, 47, 35, 33, 32, 30, 40, 34 except (jt=lb)
48=854, 46=125, 29=953, 28=139.
12) Non Standard bearing condition. Review required.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09C
Truss Type
COMMON
Qty
5
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:49 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-6Clsyujk2V6ZH4MtKvLCdsg6Rz9A6bT8nZAVrQyZO9W
Scale = 1:57.7
T2 T2
B2
W1 W2
W3
W4 W5
W6 W7
W8 W9 W11
W10
B4
T1
T3
B3B11
2
3
4
5
6
7
8
9 10
11
19 18 17 16 15 14 13 12
20
21
22 23
7x10
6x8
6x8
10x20 MT20HS
7x12 MT20HS
4x6
2x4
4x4
5x6
5x10
4x6
6x8
7x10
2x4
5x6
7x12 MT20HS
7x10
6-4-36-4-3 12-4-146-0-11 18-5-96-0-11 25-0-96-7-0 30-7-135-7-4 30-10-90-2-12
31-11-2
1-0-9
-2-0-0
2-0-0
6-4-3
6-4-3
12-4-14
6-0-11
18-5-9
6-0-11
25-0-9
6-7-0
30-7-13
5-7-4
31-11-2
1-3-5
33-11-2
2-0-0
0-8-06-9-147-5-82-4-04.00 12
Plate Offsets (X,Y)-- [2:0-2-7,Edge], [9:0-4-0,0-3-0], [10:0-2-14,0-2-8], [13:0-2-0,0-3-12], [14:0-1-12,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=105.0)
TCDL
BCLL
BCDL
105.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.45
0.87
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.38
-0.46
0.13
(loc)
17-19
17-19
13
l/defl
>949
>793
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 222 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, B1: 2x6 DF 2400F 2.0E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W9: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=4314/0-5-8 (min. 0-4-7), 13=4624/0-5-4 (min. 0-1-14)
Max Horz2=94(LC 13)
Max Uplift2=-29(LC 14), 13=-27(LC 14)
Max Grav2=4438(LC 19), 13=4710(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-9069/0, 3-20=-8802/7, 3-21=-7270/36, 4-21=-7100/40, 4-5=-7086/52, 5-22=-4823/66,
6-22=-4595/87, 6-23=-4587/78, 7-23=-4834/66, 7-8=-4300/50, 8-9=-4522/38,
9-10=-56/703, 10-11=0/312
BOT CHORD 2-19=-3/8267, 18-19=-3/8267, 17-18=-3/8267, 16-17=0/6736, 15-16=0/6736, 14-15=0/4079,
13-14=-882/91
WEBS 3-17=-1632/100, 5-17=0/716, 5-15=-3289/42, 6-15=0/1523, 7-15=-577/992, 7-14=-1610/97,
9-14=-46/4552, 9-13=-4287/38, 10-13=-1562/184
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 1-1-3, Interior(1) 1-1-3 to 18-5-9, Exterior(2) 18-5-9 to 21-7-14 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=105.0 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 105.0 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) 13 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) 2, 13.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09CGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:50 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-aOIFAEkNppEQvEx3tdsRA3DISNfArCRH0Dw2NsyZO9V
Scale = 1:57.7
T2
T3
W2
B1
ST12 ST11 ST10ST9 ST8ST7 ST6ST5 ST4ST3ST2
ST1
ST11 ST10 ST9 ST8 ST13 ST14 ST15 ST16 ST3T1
T4
B2
HW1 W1
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
26
49 48 47 46 45 44 43 42 41 40 3938 37 36 35 34 33 32 31 30 29 28 27
50
51
52 53
54
55
6x8
5x6
6x8
5x6
6x8
5x8
5x6
3x6
3x66x84x6
3x6
3x6 3x6 3x6
3x4
3x6
31-11-2
31-11-2
-2-0-0
2-0-0
18-5-9
18-5-9
31-11-2
13-5-9
33-11-2
2-0-0
0-8-06-9-147-5-82-4-04.00 12
Plate Offsets (X,Y)-- [2:0-0-1,Edge], [2:0-0-8,0-3-2], [6:0-4-0,Edge], [19:0-4-0,0-3-13], [25:0-2-14,0-2-8], [39:0-3-0,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=105.0)
TCDL
BCLL
BCDL
105.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.37
0.24
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
-0.03
(loc)
25
25-26
28
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 227 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except*
T1,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
SLIDER Left 2x6 HFSPF 1650F 1.5E 3-0-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 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. All bearings 30-10-9.
(lb) - Max Horz2=96(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 48, 35,
34, 33, 32, 31, 30, 28 except 49=-250(LC 18), 29=-633(LC 18)
Max Grav All reactions 250 lb or less at joint(s) 29 except 2=1040(LC 18), 37=497(LC
1), 38=452(LC 19), 40=445(LC 19), 41=436(LC 19), 42=436(LC 19), 43=437(LC 19),
44=439(LC 19), 45=433(LC 19), 46=366(LC 19), 47=330(LC 19), 48=291(LC 19),
49=592(LC 1), 36=497(LC 20), 35=456(LC 20), 34=511(LC 20), 33=403(LC 20),
32=466(LC 20), 31=443(LC 20), 30=429(LC 20), 28=1552(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-50=-142/574, 3-50=-132/599, 3-4=-104/714, 4-5=-89/689, 5-6=-72/677, 6-7=-68/687,
7-51=-55/673, 8-51=-52/681, 8-9=-39/681, 9-10=-24/681, 10-11=-11/681, 11-12=-10/681,
12-52=-15/679, 13-52=-10/683, 13-14=-21/687, 14-15=-26/661, 15-16=-26/661,
16-17=-21/686, 17-53=-8/681, 18-53=-16/673, 18-19=-9/697, 19-20=-6/670, 20-21=-4/691,
21-22=-20/694, 22-23=-33/667, 23-24=-33/504, 24-54=-53/621, 25-54=-56/615,
25-26=0/312
BOT CHORD 2-49=-642/94, 48-49=-642/94, 47-48=-642/94, 46-47=-642/94, 45-46=-642/94,
44-45=-642/94, 43-44=-642/94, 42-43=-642/94, 41-42=-642/94, 40-41=-642/94,
39-40=-642/94, 38-39=-642/94, 37-38=-642/94, 36-37=-642/94, 35-36=-642/94,
34-35=-642/94, 33-34=-642/94, 32-33=-644/93, 31-32=-644/93, 30-31=-644/93,
29-30=-644/93, 28-29=-644/93
WEBS 15-37=-471/6, 14-38=-426/53, 13-40=-418/58, 12-41=-409/38, 11-42=-409/33,
10-43=-410/33, 9-44=-412/34, 8-45=-406/34, 7-46=-341/36, 5-47=-297/35, 4-48=-287/38,
3-49=-521/309, 16-36=-470/43, 17-35=-429/59, 18-34=-484/41, 19-33=-377/55,
20-32=-437/38, 21-31=-424/35, 22-30=-373/62, 23-29=-126/484, 24-28=-673/59,
25-28=-1033/173
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-1-2 to 1-1-3, Exterior(2) 1-1-3 to 18-5-9, Corner(3) 18-5-9 to 21-7-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Continued on page 2
11/15/17
Job
B1705323
Truss
T09CGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:51 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3bsdNZl?a6MHXOWFRKNgiHlTCn?PafhRFtfbvJyZO9U
NOTES-
3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 48, 35, 34, 33, 32, 31, 30, 28
except (jt=lb) 49=250, 29=633.
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09D1
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:51 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3bsdNZl?a6MHXOWFRKNgiHlSznxSacaRFtfbvJyZO9U
Scale = 1:39.3
T1 T1
B1
W4
W3W3W1
W2
W1
W2
1
2
3
4
5
6
7
10 9 8
11
12
13 14
15
16
6x8
4x16
4x165x8
4x64x6
3x4 3x4
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-8
4-0-8
7-9-9
3-9-0
11-6-9
3-9-1
15-7-2
4-0-9
17-7-2
2-0-0
4-10-86-9-144-10-83.00 12
Plate Offsets (X,Y)-- [8:1-0-8,0-2-0], [10:1-0-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.44
0.49
0.43
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.03
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 121 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-10, 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=3914/0-5-8 (min. 0-2-3), 8=3914/0-5-8 (min. 0-2-3)
Max Horz10=-134(LC 12)
Max Uplift10=-59(LC 10), 8=-59(LC 11)
Max Grav10=4035(LC 19), 8=4035(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=0/259, 3-13=-1996/75, 4-13=-1812/79, 4-14=-1812/79, 5-14=-1996/74, 6-16=0/259,
2-10=-1906/165, 6-8=-1906/167
BOT CHORD 9-10=-122/1470, 8-9=-74/1470
WEBS 4-9=-612/57, 5-9=-10/667, 3-9=-8/667, 3-10=-2577/86, 5-8=-2577/84
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) 10, 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) 10, 8.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09D1
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:51 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-3bsdNZl?a6MHXOWFRKNgiHlSznxSacaRFtfbvJyZO9U
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-381(F=-141), 2-4=-381(F=-141), 4-6=-381(F=-141), 6-7=-381(F=-141), 8-10=-20
11/15/17
Job
B1705323
Truss
T09D2
Truss Type
COMMON
Qty
7
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:52 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-XnQ?bvldKQU88Y5S?2uvFUIduAGmJxpaUXP9SlyZO9T
Scale = 1:40.6
T1 T2
B1
W4
W5 W3 W1 W2 W7W6
1
2
3
4
5
6
9 8 7
10
11 12
13
14 15
6x8
3x4
3x10
4x44x6
3x4
5x10 MT20HS 3x10
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-9
4-0-9
7-9-9
3-9-1
11-6-10
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.37
0.49
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.15
0.02
(loc)
7-8
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 107 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=2560/0-5-8 (min. 0-4-3), 7=1951/0-5-8 (min. 0-3-4)
Max Horz9=138(LC 13)
Max Uplift9=-52(LC 10), 7=-3(LC 11)
Max Grav9=2560(LC 1), 7=1981(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-11=-1350/47, 4-11=-1229/56, 4-12=-1217/60, 5-12=-1337/50, 2-9=-1394/139,
6-7=-451/41
BOT CHORD 8-9=-131/974, 8-14=-89/1057, 14-15=-89/1057, 7-15=-89/1057
WEBS 4-8=-292/76, 5-8=-75/454, 3-8=-1/551, 3-9=-1703/70, 5-7=-1834/104
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09D3
Truss Type
COMMON
Qty
7
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:52 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-XnQ?bvldKQU88Y5S?2uvFUIe6AF?JwTaUXP9SlyZO9T
Scale = 1:40.6
T1 T1
B1
W4
W3W3W1 W2 W1W2
1
2
3
4
5
8 7 6
9
10 11
12
13 14 15 16
3x4
5x6
3x4
3x10
4x44x4
3x10
3x10
7-9-9
7-9-9
15-7-2
7-9-9
4-0-9
4-0-9
7-9-9
3-9-1
11-6-10
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.29
0.54
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.03
(loc)
7-8
7-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 94 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 8=1989/0-5-8 (min. 0-3-4), 6=1989/0-5-8 (min. 0-3-4)
Max Horz8=131(LC 13)
Max Uplift8=-1(LC 10), 6=-1(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-1386/50, 3-10=-1260/60, 3-11=-1260/60, 4-11=-1386/49, 1-8=-437/42, 5-6=-437/41
BOT CHORD 8-13=-126/1082, 13-14=-126/1082, 7-14=-126/1082, 7-15=-89/1082, 15-16=-89/1082,
6-16=-89/1082
WEBS 4-7=-76/487, 2-7=-76/487, 2-8=-1878/105, 4-6=-1878/104
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
11/15/17
Job
B1705323
Truss
T09D4
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:53 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-?z_NoFmF5kd?migeZlQ8niqnSaar2VPkiB8i_ByZO9S
Scale = 1:38.9
T1 T2
B1
W4
W3W3 W1
W2
W1
W2
1
2
3
4
5
6
9 8 7
10
11 12
13
14 15 16 17
6x8
3x4
4x16
4x165x8
4x64x6
3x4
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-8
4-0-8
7-9-9
3-9-0
11-6-9
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
Plate Offsets (X,Y)-- [7:1-0-8,0-2-0], [9:1-0-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.44
0.63
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.04
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-9, 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=3975/0-5-8 (min. 0-2-2), 7=3007/0-5-8 (min. 0-1-10)
Max Horz9=136(LC 13)
Max Uplift9=-57(LC 10), 7=-5(LC 11)
Max Grav9=3975(LC 1), 7=3037(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/259, 3-11=-2069/75, 4-11=-1885/79, 4-12=-1885/85, 5-12=-2079/80, 2-9=-1787/165,
6-7=-675/49
BOT CHORD 9-14=-149/1511, 14-15=-149/1511, 8-15=-149/1511, 8-16=-111/1630, 16-17=-111/1630,
7-17=-111/1630
WEBS 4-8=-532/52, 5-8=0/567, 3-8=-7/720, 3-9=-2649/85, 5-7=-2839/147
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) 9, 7 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) 9, 7.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09D4
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:53 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-?z_NoFmF5kd?migeZlQ8niqnSaar2VPkiB8i_ByZO9S
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), 2-4=-381(F=-141), 4-6=-381(F=-141), 7-9=-20
11/15/17
Job
B1705323
Truss
T09DGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:53 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-?z_NoFmF5kd?migeZlQ8niqtgaj92btkiB8i_ByZO9S
Scale = 1:35.9
W1
T1 T1
W1
B1
ST6ST5ST4ST3ST2ST1
ST5 ST4 ST3 ST2 ST1
W2
W2
1 2
3
4
5
6 7 8
9
10
11
12 13
26 25 24 23 22 21 20 19 18 17 16 15 14
27
28 29
30
4x4
5x6
4x4
3x4 3x4
15-7-2
15-7-2
7-9-9
7-9-9
15-7-2
7-9-9
3-10-145-10-43-10-143.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.05
0.03
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 117 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 25-26,14-15.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-7-2.
(lb) - Max Horz26=107(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 14, 22, 23, 24, 25, 18, 17, 16, 15
except 26=-105(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 26, 14 except 20=330(LC 1), 21=408(LC
18), 22=414(LC 18), 23=409(LC 18), 24=422(LC 18), 25=376(LC 18), 19=408(LC 19),
18=414(LC 19), 17=409(LC 19), 16=422(LC 19), 15=376(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-20=-303/14, 6-21=-381/54, 5-22=-388/54, 4-23=-382/38, 3-24=-394/51, 2-25=-324/80,
8-19=-381/53, 9-18=-388/54, 10-17=-382/38, 11-16=-394/53, 12-15=-324/76
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 7-9-9, Corner(3) 7-9-9 to 10-9-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
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) 14, 22, 23, 24, 25, 18
, 17, 16, 15 except (jt=lb) 26=105.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09E1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 06:15:21 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-rD4gZEtyxXnDP_cgDITOlF10K7pMOhGcG7CBiryZVWa
Scale = 1:28.5
W1
T1
B1
W2
W3
W4
T2
HW2
1
2
3
4
5
6
7
9
8
10
11
12
5x10 MT20HS
3x4
6x8
7x10
6x12
5x6
3x4
3x6
6-8-13
6-8-13
13-7-2
6-10-5
4-7-1
4-7-1
9-0-1
4-5-1
13-7-2
4-7-1
15-7-2
2-0-0
4-9-131-5-03.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.33
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.10
0.03
(loc)
8
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 96 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
SLIDER Right 2x6 HFSPF 1650F 1.5E 2-4-3
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 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=2504/0-5-8 (min. 0-2-15), 6=3368/0-5-8 (min. 0-3-11)
Max Horz9=-113(LC 10)
Max Uplift9=-12(LC 11), 6=-57(LC 11)
Max Grav9=2938(LC 20), 6=3701(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-744/63, 2-10=-301/45, 2-3=-3498/48, 3-4=-3630/44, 4-5=-4380/81, 5-11=-4473/85,
11-12=-4555/82, 6-12=-4909/81
BOT CHORD 8-9=-32/3015, 6-8=-46/4000
WEBS 2-9=-3662/125, 2-8=0/669, 4-8=-766/168
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) 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 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, 6.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 1-7=-361(F=-141), 6-9=-20
11/15/17
Job
B1705323
Truss
T09E2
Truss Type
ROOF SPECIAL
Qty
12
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:54 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-TAYl0bnts1lsOsFq6SxNKvNxu_vSnxWtxruGWeyZO9R
Scale = 1:28.7
W1
T1
B1
W2
W3
T2
HW2
1
2
3
4
5
6
8
7
9
10
11
5x10 MT20HS
4x6
6x8
6x12
4x64x6
4x6
2x4
6-10-5
6-10-5
13-7-2
6-8-13
6-10-5
6-10-5
13-7-2
6-8-13
15-7-2
2-0-0
4-9-131-5-03.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.46
0.67
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.11
-0.14
0.06
(loc)
7
7-8
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 86 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x8 DF 1950F 1.7E 3-6-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1579/0-5-8 (min. 0-3-5), 5=2105/0-5-8 (min. 0-4-0)
Max Horz8=-114(LC 10)
Max Uplift8=-9(LC 11), 5=-52(LC 11)
Max Grav8=2012(LC 20), 5=2438(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-882/68, 2-3=-292/35, 3-4=-2925/13, 4-10=-2934/0, 10-11=-3222/0, 5-11=-3320/0
BOT CHORD 7-8=0/2738, 5-7=0/2738
WEBS 3-8=-2898/72, 3-7=0/305
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) 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 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, 5.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705323
Truss
T09EGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:55 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-xM68DxoVdLtj??p0gASct7wB8OOyWVW0AVdp24yZO9Q
Scale = 1:22.0
W1
T1
B1
ST1 ST2 ST3 ST4 ST5 ST6 ST7 HW2
1
2
3
4
5
6
7
8
9
17 16 15 14 13 12 11 10
18
19 20
5x8 4x4
4x4
5x8
13-7-2
13-7-2
3-10-30-5-73.00 12
Plate Offsets (X,Y)-- [8:0-1-11,0-2-0], [9:0-0-4,0-2-0], [9:0-0-4,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.18
0.07
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 63 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 2-11-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-7-2.
(lb) - Max Horz17=-95(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 17, 15, 14, 13, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 17, 11 except 9=435(LC 19), 16=386(LC 19), 15=413(LC 19),
14=400(LC 19), 13=399(LC 19), 12=428(LC 19), 10=1070(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-16=-360/68, 3-15=-386/59, 4-14=-373/37, 5-13=-376/35, 6-12=-391/38, 8-10=-973/138
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 15, 14, 13, 11,
10.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
11/15/17
Job
B1705323
Truss
T09F1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:55 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-xM68DxoVdLtj??p0gASct7w1ROBtWH50AVdp24yZO9Q
Scale = 1:23.3
W1 T1
B1
W2 W3
W4 W5
1
2
3
4
5
7
6
8
9
5x8
4x6
7x10
5x6
4x4
6x8
5x10
6-0-13
6-0-13
12-3-2
6-2-5
4-1-11
4-1-11
7-11-15
3-10-3
11-9-12
3-9-13
12-3-2
0-5-6
14-3-2
2-0-0
4-0-124-2-41-0-03.00 12
Plate Offsets (X,Y)-- [4:0-1-4,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.80
0.91
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.09
0.03
(loc)
6
6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 92 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 *Except*
W1,W5: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-5 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) 7=2697/0-5-8 (min. 0-3-1), 4=3583/0-5-8 (min. 0-3-15)
Max Horz7=-97(LC 10)
Max Uplift7=-8(LC 11), 4=-64(LC 11)
Max Grav7=3092(LC 20), 4=3977(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-927/68, 2-8=-369/38, 2-3=-4072/38, 3-9=-4993/68, 4-9=-5412/62
BOT CHORD 6-7=-23/3335, 4-6=-50/4656
WEBS 2-7=-3854/126, 2-6=-66/766, 3-6=-1019/296
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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-4-0 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=120.0 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 120.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) 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: 3-5=-401(F=-141), 4-7=-20
Trapezoidal Loads (plf)
Vert: 1=-501(F=-141)-to-3=-397(F=-141)
11/15/17
Job
B1705323
Truss
T09F2
Truss Type
ROOF SPECIAL
Qty
11
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:56 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-PYgWQHp7Of?ad9ODEtzrPKSGrodjFrbAO9NMbWyZO9P
Scale = 1:25.8
W1 T1
B1
W2
W3
HW2
1
2
3
4
5
7
6
8
9
10
5x10 MT20HS
4x6
6x8
4x6
4x6
5x6
2x4
6-0-13
6-0-13
12-3-2
6-2-5
6-0-13
6-0-13
12-3-2
6-2-5
14-3-2
2-0-0
4-0-124-2-41-0-03.00 12
Plate Offsets (X,Y)-- [4:Edge,0-3-12]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.56
0.55
0.57
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.15
0.05
(loc)
6
4-6
4
l/defl
>999
>982
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 72 lb FT = 20%
GRIP
185/144
139/108
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 3-1-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=1958/0-5-8 (min. 0-3-0), 4=2366/0-5-8 (min. 0-3-8)
Max Horz7=-99(LC 12)
Max Uplift7=-7(LC 11), 4=-54(LC 11)
Max Grav7=2364(LC 20), 4=2772(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-1105/75, 2-8=-348/35, 2-9=-3517/18, 3-9=-3538/11, 3-10=-3741/1, 4-10=-4009/0
BOT CHORD 6-7=0/3433, 4-6=0/3433
WEBS 2-7=-3578/78, 2-6=0/272
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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=120.0 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 120.0 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, 4.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 5-9=-260, 4-7=-20
Trapezoidal Loads (plf)
Vert: 1=-360-to-9=-260
11/15/17
Job
B1705323
Truss
T09FGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:56 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-PYgWQHp7Of?ad9ODEtzrPKSKKok_FxGAO9NMbWyZO9P
Scale = 1:19.2
W1
T1
B1
ST1
ST2 ST3
ST4 ST5
W2
1
2
3
4
5
6
7
13 12 11 10 9 8
14
15
16
5x8 4x4
4x4
3x10
12-3-2
12-3-2
12-3-2
12-3-2
3-1-20-0-53.00 12
Plate Offsets (X,Y)-- [6:0-1-11,0-2-0], [7:0-0-4,0-2-0], [7:0-0-4,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.28
0.09
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 49 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-3-2.
(lb) - Max Horz13=-74(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 9, 8
Max Grav All reactions 250 lb or less at joint(s) 13, 9 except 7=577(LC 19), 12=548(LC 19), 11=556(LC 19),
10=556(LC 19), 8=1359(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-12=-521/80, 3-11=-533/72, 4-10=-517/48, 6-8=-1254/142
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-3 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=120.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 9, 8.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
13) 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: 7-15=-260, 7-13=-20
Continued on page 2
11/15/17
Job
B1705323
Truss
T09FGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:37:56 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-PYgWQHp7Of?ad9ODEtzrPKSKKok_FxGAO9NMbWyZO9P
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 1=-360(F=-100)-to-15=-260
11/15/17
B1705358
CHAMONIX - VAIL
2310 CHAMONIX ROAD
VAIL, CO 81657
BUILDING 8
T08AGE
T08AGE
T08A1
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A2
T08A1 T08BGET08B1T08B2T08B2T08B2T08B2T08B2T08BGE2T08CGET08CT08CT08CT08CT08CT08CGET08DGE
T08DGE
T08D1
T08D2
T08D2
T08D2
T08D2
T08D3
T08D3
T08D3
T08D3
T08D3
T08D3
T08D3
T08D2
T08D2
T08D2
T08D4
T08EGE
T08EGE
T08E1
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E2
T08E1
T08FGE
T08FGE
T08F1
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F2
T08F1
11/15/17
Job
B1705358
Truss
T08A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:36 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-iVqkN2e1BYOqcdz5gu8edh1WN16gzlK2NOGXeKyZO39
Scale = 1:25.7
T1 W4
B1
W1
W2
W3
HW11
2
3
4
5
7
6
8
9
3x4
5x10 MT20HS
7x10
4x12
3x4
3x6
5x6
6-0-13
6-0-13
12-3-2
6-2-5
-2-0-0
2-0-0
4-1-11
4-1-11
7-11-15
3-10-3
12-3-2
4-3-3
1-0-04-0-134-2-43.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.98
0.66
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.10
0.03
(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 4-5-5 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=2716/0-5-8 (min. 0-3-1), 2=3413/0-5-8 (min. 0-3-11)
Max Horz2=97(LC 11)
Max Uplift6=-9(LC 10), 2=-65(LC 10)
Max Grav6=3084(LC 19), 2=3729(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-5336/88, 3-8=-4977/92, 3-4=-4142/59, 4-9=-341/40, 5-6=-951/76
BOT CHORD 2-7=-194/4633, 6-7=-163/3457
WEBS 3-7=-899/272, 4-7=-73/679, 4-6=-3983/156
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=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) 6, 2.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 1-8=-361(F=-141), 2-6=-20
Continued on page 2
11/15/17
Job
B1705358
Truss
T08A1
Truss Type
MONOPITCH
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:36 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-iVqkN2e1BYOqcdz5gu8edh1WN16gzlK2NOGXeKyZO39
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 8=-361(F=-141)-to-5=-501(F=-141)
11/15/17
Job
B1705358
Truss
T08A2
Truss Type
MONOPITCH
Qty
11
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:37 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-AiO6bOfgysWgEnYHDbft9uZrMRRii7YBc104AnyZO38
Scale = 1:25.7
T1 W4
B1
W1
W2 W3
HW11
2
3
4
5
6
8
7
9
10
3x4
5x10 MT20HS
6x8
5x10
3x4
3x6
4x6
6-0-13
6-0-13
12-3-2
6-2-5
-2-0-0
2-0-0
4-1-11
4-1-11
7-11-15
3-10-3
12-3-2
4-3-3
1-0-04-0-134-2-43.00 12
Plate Offsets (X,Y)-- [2:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.33
0.73
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.11
0.05
(loc)
8
7-8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 73 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x4 HFSPF 1650F 1.5E 2-0-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-15 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) 7=1951/0-5-8 (min. 0-3-13), 2=2181/0-5-8 (min. 0-4-2)
Max Horz2=99(LC 11)
Max Uplift7=-8(LC 10), 2=-54(LC 10)
Max Grav7=2326(LC 19), 2=2492(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-3768/27, 3-9=-3547/31, 3-4=-3486/35, 4-5=-3007/16, 6-7=-705/63
BOT CHORD 2-8=-126/3217, 7-8=-111/2556
WEBS 4-8=-455/276, 5-8=-29/474, 5-7=-2973/101
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=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 Building Code section 2306.1 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: 1-9=-220, 2-7=-20
Trapezoidal Loads (plf)
Vert: 9=-220-to-6=-360
11/15/17
Job
B1705358
Truss
T08AGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:37 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-AiO6bOfgysWgEnYHDbft9uZr3RbYiIWBc104AnyZO38
Scale = 1:19.5
T1
W1
B1
ST5
ST4ST3ST2
ST11
2
3
4
5
6
7
13 12 11 10 9 8
14
15
16
3x4
12-3-2
12-3-2
0-0-63-1-33.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.34
0.10
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-3-2.
(lb) - Max Horz1=74(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13
Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 1=454(LC 18), 9=576(LC 18), 10=541(LC 18),
11=558(LC 18), 13=1383(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-9=-547/97, 5-10=-518/78, 4-11=-517/59, 2-13=-1267/179
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 1-4-13 to 4-4-13, Exterior(2) 4-4-13 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "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: 1-8=-20
Trapezoidal Loads (plf)
Vert: 1=-220-to-7=-360
11/15/17
Job
B1705358
Truss
T08B1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:38 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-euyUokgIjAeXsx7TnJB6i66ylrkBRZsLrhleiDyZO37
Scale = 1:55.4
T1
T2 T2
T1
B1
W2
W3
W4 W4
W3
W2
W5
W6BL1
W1
W8W7
B3B2
1
2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17
18
19 20
21
22
23 24
6x8
5x10
6x8
8x14 MT20HS
6x8
5x16 MT18HS
5x10
12x18 MT18HS
3x65x6
2x4
5x6
7x10 8x12
10-0-010-0-0 18-11-28-11-2 26-7-137-8-11 26-10-90-2-12
28-11-2
2-0-9
-2-0-0
2-0-0
5-1-12
5-1-12
10-0-0
4-10-4
14-5-9
4-5-9
18-11-2
4-5-9
21-4-4
2-5-2
23-9-6
2-5-2
26-7-13
2-10-7
28-11-2
2-3-5
30-11-2
2-0-0
2-10-02-3-95-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-4-0], [6:0-4-0,0-3-8], [13:0-2-0,0-1-12], [15:0-1-12,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.60
0.91
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.31
-0.39
0.15
(loc)
13-15
13-15
12
l/defl
>999
>820
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 191 lb FT = 20%
GRIP
185/144
148/108
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 DF 2400F 2.0E
BOT CHORD 2x4 SPF 2100F 1.8E *Except*
B3: 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W6: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-12
2 Rows at 1/3 pts 3-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=5770/0-5-8 (min. 0-2-5), 12=6741/0-5-4 (min. 0-2-11)
Max Horz16=-99(LC 12)
Max Uplift16=-15(LC 14), 12=-23(LC 11)
Max Grav16=5969(LC 19), 12=6824(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-426/34, 17-18=-365/37, 3-4=-6614/118, 4-19=-6731/146, 5-19=-6418/152,
5-20=-5405/150, 6-20=-5651/144, 6-7=-5566/113, 7-21=-119/1201, 8-21=-123/1093,
8-22=-126/1146, 9-22=-127/998, 2-16=-2074/170
BOT CHORD 15-16=-120/5426, 14-15=-52/4841, 14-23=-52/4841, 23-24=-52/4841, 13-24=-52/4841,
12-13=-264/2805
WEBS 3-15=0/1220, 4-15=-2530/108, 5-15=-29/2635, 5-13=-155/1143, 6-13=-2419/108,
7-13=-56/3038, 7-12=-6029/190, 8-12=-970/299, 3-16=-6567/138, 9-12=-1563/227
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) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9,
Interior(1) 18-11-2 to 31-0-0 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, with BCDL = 10.0psf.
8) Bearing at joint(s) 16, 12 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) 16, 12.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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.
12) 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) StandardContinued on page 2
11/15/17
Job
B1705358
Truss
T08B1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:38 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-euyUokgIjAeXsx7TnJB6i66ylrkBRZsLrhleiDyZO37
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=-361(F=-141), 4-5=-361(F=-141), 5-6=-361(F=-141), 6-9=-361(F=-141), 9-10=-361(F=-141), 11-16=-20
11/15/17
Job
B1705358
Truss
T08B2
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:38 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-euyUokgIjAeXsx7TnJB6i66_3rjARdrLrhleiDyZO37
Scale = 1:55.4
T1
T2 T2
T1
B1
W2
W3
W4 W4
W3
W5
W6
W7BL1
W1
W9W8
B3B2
1
2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17
18
19 20
21
22
23 24
6x8
6x8
6x8
5x85x8
5x8
6x8
5x8
3x65x6
2x4
5x6
5x8 7x10
10-0-010-0-0 18-11-28-11-2 26-7-137-8-11 26-10-90-2-12
28-11-2
2-0-9
-2-0-0
2-0-0
5-1-12
5-1-12
10-0-0
4-10-4
14-5-9
4-5-9
18-11-2
4-5-9
22-9-7
3-10-6
26-7-13
3-10-6
28-11-2
2-3-5
30-11-2
2-0-0
2-10-02-3-95-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [4:0-3-12,0-3-0], [15:0-2-0,0-1-8], [16:0-5-4,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.46
0.97
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.28
-0.44
0.12
(loc)
13-15
15-16
12
l/defl
>999
>722
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 189 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W7: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-12, 3-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=3619/0-5-8 (min. 0-1-8), 12=4228/0-5-4 (min. 0-1-11)
Max Horz16=-99(LC 12)
Max Uplift16=-28(LC 14), 12=-33(LC 11)
Max Grav16=3818(LC 19), 12=4312(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-285/30, 3-4=-4245/32, 4-19=-4326/54, 5-19=-4108/66, 5-20=-3418/77,
6-20=-3567/65, 6-7=-3455/40, 7-21=-96/1043, 8-21=-106/1028, 8-22=-111/945,
9-22=-113/937, 2-16=-1326/140
BOT CHORD 15-16=-45/3501, 14-15=0/3050, 14-23=0/3050, 23-24=0/3050, 13-24=0/3050,
12-13=-293/2232
WEBS 3-15=0/866, 4-15=-1728/77, 5-15=-1/1925, 5-13=-312/980, 6-13=-1521/72, 7-13=-3/1529,
7-12=-3883/99, 8-12=-885/331, 3-16=-4217/47, 9-12=-1465/203
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) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 14-5-9, Exterior(2) 14-5-9 to 17-5-9,
Interior(1) 18-11-2 to 31-0-0 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) 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) 16, 12 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) 16, 12.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08BGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:39 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-64Ws04hwUTmOT5igL0iLEJfDmFGFADJU3LVBEfyZO36
Scale = 1:49.8
W1
T1
T2 T2
T1
W1
B1
ST11ST10ST9ST8ST7ST6 ST5ST4ST3ST2ST1
ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
B2W2
W2W3 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
50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
51
52
53
54
55 564x4
6x8
5x6
6x8
5x63x4 3x4
4x4
10-1-4
10-1-4
18-9-14
8-8-10
28-11-2
10-1-4
10-1-4
10-1-4
14-5-9
4-4-5
18-9-14
4-4-5
28-11-2
10-1-4
1-10-64-4-115-10-21-10-63.00 12
4.00 12
Plate Offsets (X,Y)-- [39:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.20
0.15
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.01
(loc)
-
-
28
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 179 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 10-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 26-27.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 26-10-9.
(lb) - Max Horz50=-71(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 40, 44, 45, 46, 47, 48, 49, 36, 35, 32,
31, 30, 29, 28, 42, 34 except 50=-257(LC 36)
Max Grav All reactions 250 lb or less at joint(s) 50, 35, 29, 42, 34 except 38=379(LC
1), 39=431(LC 32), 40=430(LC 32), 41=275(LC 18), 43=340(LC 18), 44=426(LC 18),
45=423(LC 18), 46=386(LC 18), 47=359(LC 33), 48=374(LC 33), 49=517(LC 1),
37=442(LC 19), 36=428(LC 35), 33=324(LC 19), 32=430(LC 19), 31=422(LC 19),
30=412(LC 19), 28=1033(LC 36)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-50=-103/257, 23-24=-40/287
WEBS 13-38=-350/0, 12-39=-405/51, 11-40=-404/57, 10-41=-252/28, 8-43=-317/27, 7-44=-399/32,
6-45=-396/32, 5-46=-359/31, 4-47=-333/35, 3-48=-348/57, 2-49=-292/55, 14-37=-416/48,
15-36=-400/57, 18-33=-301/25, 19-32=-401/32, 20-31=-402/32, 21-30=-359/31,
23-28=-803/138, 1-49=-303/126, 25-27=-323/70
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 14-5-9, Corner(3) 14-5-9 to 17-5-9,
Exterior(2) 18-9-14 to 28-9-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 44, 45, 46, 47, 48
, 49, 36, 35, 32, 31, 30, 29, 28, 42, 34 except (jt=lb) 50=257.Continued on page 2
11/15/17
Job
B1705358
Truss
T08BGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:40 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-aH4EDQiYFnuF5FHsvkDanXBOWebUvgYeI?Eln6yZO35
NOTES-
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08BGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:40 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-aH4EDQiYFnuF5FHsvkDanXBMQeYGveueI?Eln6yZO35
Scale = 1:55.6
W1
T1
T2 T2
T1
W1
B1
ST10ST9ST8ST7ST6ST5ST4 ST3ST2 ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
B2W2
W2W3 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 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
49 50
3x10
5x6
6x8
5x6
6x8
5x6
3x107x10
3x63x63x63x63x63x6
4x6
3x10
3x6
3x6 3x6 3x6 3x6 3x6
4x6
3x10
10-0-0
10-0-0
18-11-2
8-11-2
28-11-2
10-0-0
-2-0-0
2-0-0
10-0-0
10-0-0
14-5-9
4-5-9
18-11-2
4-5-9
28-11-2
10-0-0
30-11-2
2-0-0
2-10-05-4-06-9-142-10-03.00 12
4.00 12
Plate Offsets (X,Y)-- [38:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.34
0.36
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.08
-0.02
(loc)
24-25
24-25
28
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 242 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x6 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 10-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 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. All bearings 26-10-9.
(lb) - Max Horz48=97(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 39, 41, 43, 44, 45, 47, 35, 33, 32, 30,
40, 34 except 48=-854(LC 37), 46=-125(LC 18), 29=-953(LC 18), 28=-139(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 46, 29 except 48=680(LC 34),
37=531(LC 1), 38=445(LC 19), 39=517(LC 19), 41=361(LC 19), 42=408(LC 19),
43=430(LC 19), 44=431(LC 19), 45=383(LC 19), 47=1027(LC 37), 36=476(LC 20),
35=527(LC 20), 33=395(LC 20), 32=423(LC 20), 31=390(LC 20), 30=478(LC 20),
28=2112(LC 37), 40=401(LC 19), 34=338(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-48=-679/818, 2-3=-86/529, 3-4=-96/712, 4-5=-83/752, 5-6=-70/747, 6-7=-58/743,
7-8=-47/740, 8-9=-36/742, 9-10=-27/758, 10-49=-13/754, 11-49=-6/765, 11-12=0/766,
12-13=-3/741, 13-14=-4/737, 14-15=0/766, 15-50=0/770, 16-50=0/759, 16-17=-2/739,
17-18=-16/747, 18-19=-27/747, 19-20=-38/747, 20-21=-46/722, 21-22=-43/638,
22-23=-90/820, 23-24=-62/565
BOT CHORD 46-47=-718/97, 45-46=-718/97, 44-45=-718/97, 43-44=-718/97, 42-43=-718/97,
41-42=-718/97, 40-41=-718/97, 39-40=-718/98, 38-39=-718/98, 37-38=-716/98,
36-37=-716/98, 35-36=-716/98, 34-35=-716/98, 33-34=-718/96, 32-33=-718/96,
31-32=-718/96, 30-31=-718/96, 29-30=-718/96, 28-29=-718/96, 27-28=-718/96
WEBS 13-37=-501/23, 12-38=-419/52, 11-39=-487/64, 9-41=-340/38, 8-42=-381/30, 7-43=-404/32,
6-44=-404/33, 5-45=-356/38, 3-47=-57/726, 14-36=-451/46, 15-35=-496/64,
17-33=-377/38, 18-32=-384/31, 19-31=-402/31, 20-30=-307/78, 21-29=-80/317,
22-28=-1108/177, 23-27=-129/1024, 2-47=-1720/361, 24-27=-1717/251, 10-40=-373/41,
16-34=-309/72
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-0-14 to 1-1-9, Exterior(2) 1-1-9 to 14-5-9, Corner(3) 14-5-9 to 17-5-9,
Exterior(2) 18-11-2 to 31-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
Continued on page 2
11/15/17
Job
B1705358
Truss
T08BGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:41 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-2TedQmiA0506jPs2SRkpKkkXA2uVe58nXf_IJYyZO34
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 100.0 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) 39, 41, 43, 44, 45, 47, 35, 33, 32, 30, 40, 34 except (jt=lb)
48=854, 46=125, 29=953, 28=139.
12) Non Standard bearing condition. Review required.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08C
Truss Type
COMMON
Qty
5
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:41 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-2TedQmiA0506jPs2SRkpKkkWT2mZexSnXf_IJYyZO34
Scale = 1:57.7
T2 T2
B2
W1 W2
W3
W4 W5
W6 W7
W8 W9 W11
W10
B4
T1
T3
B3B11
2
3
4
5
6
7
8
9 10
11
19 18 17 16 15 14 13 12
20
21
22 23
7x10
6x8
6x8
10x20 MT20HS
7x12 MT20HS
4x6
2x4
4x4
5x6
5x10
4x6
6x8
7x10
2x4
5x6
7x12 MT20HS
7x10
6-4-36-4-3 12-4-146-0-11 18-5-96-0-11 25-0-96-7-0 30-7-135-7-4 30-10-90-2-12
31-11-2
1-0-9
-2-0-0
2-0-0
6-4-3
6-4-3
12-4-14
6-0-11
18-5-9
6-0-11
25-0-9
6-7-0
30-7-13
5-7-4
31-11-2
1-3-5
33-11-2
2-0-0
0-8-06-9-147-5-82-4-04.00 12
Plate Offsets (X,Y)-- [2:0-2-7,Edge], [9:0-4-0,0-3-0], [10:0-2-14,0-2-8], [13:0-2-0,0-3-12], [14:0-1-12,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=105.0)
TCDL
BCLL
BCDL
105.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.45
0.87
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.38
-0.46
0.13
(loc)
17-19
17-19
13
l/defl
>949
>793
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 222 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, B1: 2x6 DF 2400F 2.0E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W9: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=4314/0-5-8 (min. 0-4-7), 13=4624/0-5-4 (min. 0-1-14)
Max Horz2=94(LC 13)
Max Uplift2=-29(LC 14), 13=-27(LC 14)
Max Grav2=4438(LC 19), 13=4710(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-9069/0, 3-20=-8802/7, 3-21=-7270/36, 4-21=-7100/40, 4-5=-7086/52, 5-22=-4823/66,
6-22=-4595/87, 6-23=-4587/78, 7-23=-4834/66, 7-8=-4300/50, 8-9=-4522/38,
9-10=-56/703, 10-11=0/312
BOT CHORD 2-19=-3/8267, 18-19=-3/8267, 17-18=-3/8267, 16-17=0/6736, 15-16=0/6736, 14-15=0/4079,
13-14=-882/91
WEBS 3-17=-1632/100, 5-17=0/716, 5-15=-3289/42, 6-15=0/1523, 7-15=-577/992, 7-14=-1610/97,
9-14=-46/4552, 9-13=-4287/38, 10-13=-1562/184
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 1-1-3, Interior(1) 1-1-3 to 18-5-9, Exterior(2) 18-5-9 to 21-7-14 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=105.0 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 105.0 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) 13 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) 2, 13.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08CGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:43 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-?smNrSkQYiGqyi0RasmHP9ptDscn6?h4_zTPNQyZO32
Scale = 1:57.7
T2
T3
W2
B1
ST12 ST11 ST10ST9 ST8ST7 ST6ST5 ST4ST3ST2
ST1
ST11 ST10 ST9 ST8 ST13 ST14 ST15 ST16 ST3T1
T4
B2
HW1 W1
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
26
49 48 47 46 45 44 43 42 41 40 3938 37 36 35 34 33 32 31 30 29 28 27
50
51
52 53
54
55
6x8
5x6
6x8
5x6
6x8
5x8
5x6
3x6
3x66x84x6
3x6
3x6 3x6 3x6
3x4
3x6
31-11-2
31-11-2
-2-0-0
2-0-0
18-5-9
18-5-9
31-11-2
13-5-9
33-11-2
2-0-0
0-8-06-9-147-5-82-4-04.00 12
Plate Offsets (X,Y)-- [2:0-0-1,Edge], [2:0-0-8,0-3-2], [6:0-4-0,Edge], [19:0-4-0,0-3-13], [25:0-2-14,0-2-8], [39:0-3-0,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=105.0)
TCDL
BCLL
BCDL
105.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.37
0.24
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
-0.03
(loc)
25
25-26
28
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 227 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except*
T1,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
SLIDER Left 2x6 HFSPF 1650F 1.5E 3-0-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 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. All bearings 30-10-9.
(lb) - Max Horz2=96(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 48, 35,
34, 33, 32, 31, 30, 28 except 49=-250(LC 18), 29=-633(LC 18)
Max Grav All reactions 250 lb or less at joint(s) 29 except 2=1040(LC 18), 37=497(LC
1), 38=452(LC 19), 40=445(LC 19), 41=436(LC 19), 42=436(LC 19), 43=437(LC 19),
44=439(LC 19), 45=433(LC 19), 46=366(LC 19), 47=330(LC 19), 48=291(LC 19),
49=592(LC 1), 36=497(LC 20), 35=456(LC 20), 34=511(LC 20), 33=403(LC 20),
32=466(LC 20), 31=443(LC 20), 30=429(LC 20), 28=1552(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-50=-142/574, 3-50=-132/599, 3-4=-104/714, 4-5=-89/689, 5-6=-72/677, 6-7=-68/687,
7-51=-55/673, 8-51=-52/681, 8-9=-39/681, 9-10=-24/681, 10-11=-11/681, 11-12=-10/681,
12-52=-15/679, 13-52=-10/683, 13-14=-21/687, 14-15=-26/661, 15-16=-26/661,
16-17=-21/686, 17-53=-8/681, 18-53=-16/673, 18-19=-9/697, 19-20=-6/670, 20-21=-4/691,
21-22=-20/694, 22-23=-33/667, 23-24=-33/504, 24-54=-53/621, 25-54=-56/615,
25-26=0/312
BOT CHORD 2-49=-642/94, 48-49=-642/94, 47-48=-642/94, 46-47=-642/94, 45-46=-642/94,
44-45=-642/94, 43-44=-642/94, 42-43=-642/94, 41-42=-642/94, 40-41=-642/94,
39-40=-642/94, 38-39=-642/94, 37-38=-642/94, 36-37=-642/94, 35-36=-642/94,
34-35=-642/94, 33-34=-642/94, 32-33=-644/93, 31-32=-644/93, 30-31=-644/93,
29-30=-644/93, 28-29=-644/93
WEBS 15-37=-471/6, 14-38=-426/53, 13-40=-418/58, 12-41=-409/38, 11-42=-409/33,
10-43=-410/33, 9-44=-412/34, 8-45=-406/34, 7-46=-341/36, 5-47=-297/35, 4-48=-287/38,
3-49=-521/309, 16-36=-470/43, 17-35=-429/59, 18-34=-484/41, 19-33=-377/55,
20-32=-437/38, 21-31=-424/35, 22-30=-373/62, 23-29=-126/484, 24-28=-673/59,
25-28=-1033/173
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -2-1-2 to 1-1-3, Exterior(2) 1-1-3 to 18-5-9, Corner(3) 18-5-9 to 21-7-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Continued on page 2
11/15/17
Job
B1705358
Truss
T08CGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:43 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-?smNrSkQYiGqyi0RasmHP9ptDscn6?h4_zTPNQyZO32
NOTES-
3) TCLL: ASCE 7-10; Pf=105.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 105.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 48, 35, 34, 33, 32, 31, 30, 28
except (jt=lb) 49=250, 29=633.
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08D1
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:44 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-T2Jl3nl3J0Phasbd8ZHWxNM1kGu3rPqDDdCywtyZO31
Scale = 1:39.3
T1 T1
B1
W4
W3W3W1
W2
W1
W2
1
2
3
4
5
6
7
10 9 8
11
12
13 14
15
16
6x8
4x16
4x165x8
4x64x6
3x4 3x4
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-8
4-0-8
7-9-9
3-9-0
11-6-9
3-9-1
15-7-2
4-0-9
17-7-2
2-0-0
4-10-86-9-144-10-83.00 12
Plate Offsets (X,Y)-- [8:1-0-8,0-2-0], [10:1-0-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.44
0.49
0.43
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.03
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 121 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-10, 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=3914/0-5-8 (min. 0-2-3), 8=3914/0-5-8 (min. 0-2-3)
Max Horz10=-134(LC 12)
Max Uplift10=-59(LC 10), 8=-59(LC 11)
Max Grav10=4035(LC 19), 8=4035(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=0/259, 3-13=-1996/75, 4-13=-1812/79, 4-14=-1812/79, 5-14=-1996/74, 6-16=0/259,
2-10=-1906/165, 6-8=-1906/167
BOT CHORD 9-10=-122/1470, 8-9=-74/1470
WEBS 4-9=-612/57, 5-9=-10/667, 3-9=-8/667, 3-10=-2577/86, 5-8=-2577/84
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) 10, 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) 10, 8.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08D1
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:44 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-T2Jl3nl3J0Phasbd8ZHWxNM1kGu3rPqDDdCywtyZO31
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-381(F=-141), 2-4=-381(F=-141), 4-6=-381(F=-141), 6-7=-381(F=-141), 8-10=-20
11/15/17
Job
B1705358
Truss
T08D2
Truss Type
COMMON
Qty
7
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:44 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-T2Jl3nl3J0Phasbd8ZHWxNM2vGu8rHpDDdCywtyZO31
Scale = 1:40.6
T1 T2
B1
W4
W5 W3 W1 W2 W7W6
1
2
3
4
5
6
9 8 7
10
11 12
13
14 15
6x8
3x4
3x10
4x44x6
3x4
5x10 MT20HS 3x10
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-9
4-0-9
7-9-9
3-9-1
11-6-10
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.37
0.49
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.15
0.02
(loc)
7-8
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 107 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=2560/0-5-8 (min. 0-4-3), 7=1951/0-5-8 (min. 0-3-4)
Max Horz9=138(LC 13)
Max Uplift9=-52(LC 10), 7=-3(LC 11)
Max Grav9=2560(LC 1), 7=1981(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-11=-1350/47, 4-11=-1229/56, 4-12=-1217/60, 5-12=-1337/50, 2-9=-1394/139,
6-7=-451/41
BOT CHORD 8-9=-131/974, 8-14=-89/1057, 14-15=-89/1057, 7-15=-89/1057
WEBS 4-8=-292/76, 5-8=-75/454, 3-8=-1/551, 3-9=-1703/70, 5-7=-1834/104
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08D3
Truss Type
COMMON
Qty
7
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:45 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-xEt7G7lh4JXYB09qhHplUavDtfDcajjNSHyWSJyZO30
Scale = 1:40.6
T1 T1
B1
W4
W3W3W1 W2 W1W2
1
2
3
4
5
8 7 6
9
10 11
12
13 14 15 16
3x4
5x6
3x4
3x10
4x44x4
3x10
3x10
7-9-9
7-9-9
15-7-2
7-9-9
4-0-9
4-0-9
7-9-9
3-9-1
11-6-10
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.29
0.54
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.03
(loc)
7-8
7-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 94 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 8=1989/0-5-8 (min. 0-3-4), 6=1989/0-5-8 (min. 0-3-4)
Max Horz8=131(LC 13)
Max Uplift8=-1(LC 10), 6=-1(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-1386/50, 3-10=-1260/60, 3-11=-1260/60, 4-11=-1386/49, 1-8=-437/42, 5-6=-437/41
BOT CHORD 8-13=-126/1082, 13-14=-126/1082, 7-14=-126/1082, 7-15=-89/1082, 15-16=-89/1082,
6-16=-89/1082
WEBS 4-7=-76/487, 2-7=-76/487, 2-8=-1878/105, 4-6=-1878/104
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 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 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
11/15/17
Job
B1705358
Truss
T08D4
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:45 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-xEt7G7lh4JXYB09qhHplUavBUfCDarPNSHyWSJyZO30
Scale = 1:38.9
T1 T2
B1
W4
W3W3 W1
W2
W1
W2
1
2
3
4
5
6
9 8 7
10
11 12
13
14 15 16 17
6x8
3x4
4x16
4x165x8
4x64x6
3x4
7-9-9
7-9-9
15-7-2
7-9-9
-2-0-0
2-0-0
4-0-8
4-0-8
7-9-9
3-9-0
11-6-9
3-9-1
15-7-2
4-0-9
4-10-86-9-144-10-83.00 12
Plate Offsets (X,Y)-- [7:1-0-8,0-2-0], [9:1-0-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.44
0.63
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.14
0.04
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-9, 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=3975/0-5-8 (min. 0-2-2), 7=3007/0-5-8 (min. 0-1-10)
Max Horz9=136(LC 13)
Max Uplift9=-57(LC 10), 7=-5(LC 11)
Max Grav9=3975(LC 1), 7=3037(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/259, 3-11=-2069/75, 4-11=-1885/79, 4-12=-1885/85, 5-12=-2079/80, 2-9=-1787/165,
6-7=-675/49
BOT CHORD 9-14=-149/1511, 14-15=-149/1511, 8-15=-149/1511, 8-16=-111/1630, 16-17=-111/1630,
7-17=-111/1630
WEBS 4-8=-532/52, 5-8=0/567, 3-8=-7/720, 3-9=-2649/85, 5-7=-2839/147
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 7-9-9, Exterior(2) 7-9-9 to 10-9-9 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=110.0 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 110.0 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) 9, 7 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) 9, 7.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08D4
Truss Type
COMMON
Qty
1
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:45 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-xEt7G7lh4JXYB09qhHplUavBUfCDarPNSHyWSJyZO30
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), 2-4=-381(F=-141), 4-6=-381(F=-141), 7-9=-20
11/15/17
Job
B1705358
Truss
T08DGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:46 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-PRRWUTmJrdfPpAk0F_K_1oRSS3hmJO6Wgxh3_lyZO3?
Scale = 1:35.9
W1
T1 T1
W1
B1
ST6ST5ST4ST3ST2ST1
ST5 ST4 ST3 ST2 ST1
W2
W2
1 2
3
4
5
6 7 8
9
10
11
12 13
26 25 24 23 22 21 20 19 18 17 16 15 14
27
28 29
30
4x4
5x6
4x4
3x4 3x4
15-7-2
15-7-2
7-9-9
7-9-9
15-7-2
7-9-9
3-10-145-10-43-10-143.00 12
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.05
0.03
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 117 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 25-26,14-15.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-7-2.
(lb) - Max Horz26=107(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 14, 22, 23, 24, 25, 18, 17, 16, 15
except 26=-105(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 26, 14 except 20=330(LC 1), 21=408(LC
18), 22=414(LC 18), 23=409(LC 18), 24=422(LC 18), 25=376(LC 18), 19=408(LC 19),
18=414(LC 19), 17=409(LC 19), 16=422(LC 19), 15=376(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-20=-303/14, 6-21=-381/54, 5-22=-388/54, 4-23=-382/38, 3-24=-394/51, 2-25=-324/80,
8-19=-381/53, 9-18=-388/54, 10-17=-382/38, 11-16=-394/53, 12-15=-324/76
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 7-9-9, Corner(3) 7-9-9 to 10-9-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
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) 14, 22, 23, 24, 25, 18
, 17, 16, 15 except (jt=lb) 26=105.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08E1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 9
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 06:18:12 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-K7wKRixDg3KyQGBXki1UAJcEA3AMy0bnbE7kCRyZVTv
Scale = 1:28.5
W1
T1
B1
W2
W3
W4
T2
HW2
1
2
3
4
5
6
7
9
8
10
11
12
5x10 MT20HS
3x4
6x8
7x10
6x12
5x6
3x4
3x6
6-8-13
6-8-13
13-7-2
6-10-5
4-7-1
4-7-1
9-0-1
4-5-1
13-7-2
4-7-1
15-7-2
2-0-0
4-9-131-5-03.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.33
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.10
0.03
(loc)
8
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 96 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
SLIDER Right 2x6 HFSPF 1650F 1.5E 2-4-3
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 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=2504/0-5-8 (min. 0-2-15), 6=3368/0-5-8 (min. 0-3-11)
Max Horz9=-113(LC 10)
Max Uplift9=-12(LC 11), 6=-57(LC 11)
Max Grav9=2938(LC 20), 6=3701(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-744/63, 2-10=-301/45, 2-3=-3498/48, 3-4=-3630/44, 4-5=-4380/81, 5-11=-4473/85,
11-12=-4555/82, 6-12=-4909/81
BOT CHORD 8-9=-32/3015, 6-8=-46/4000
WEBS 2-9=-3662/125, 2-8=0/669, 4-8=-766/168
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) 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 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, 6.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 1-7=-361(F=-141), 6-9=-20
11/15/17
Job
B1705358
Truss
T08E2
Truss Type
ROOF SPECIAL
Qty
12
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:47 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-td?uhpnxcxnGRKJCpirDZ?_WgTs42klgvbRcWCyZO3_
Scale = 1:28.7
W1
T1
B1
W2
W3
T2
HW2
1
2
3
4
5
6
8
7
9
10
11
5x10 MT20HS
4x6
6x8
6x12
4x64x6
4x6
2x4
6-10-5
6-10-5
13-7-2
6-8-13
6-10-5
6-10-5
13-7-2
6-8-13
15-7-2
2-0-0
4-9-131-5-03.00 12
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.46
0.67
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.11
-0.14
0.06
(loc)
7
7-8
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 86 lb FT = 20%
GRIP
185/148
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x8 DF 1950F 1.7E 3-6-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1579/0-5-8 (min. 0-3-5), 5=2105/0-5-8 (min. 0-4-0)
Max Horz8=-114(LC 10)
Max Uplift8=-9(LC 11), 5=-52(LC 11)
Max Grav8=2012(LC 20), 5=2438(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-882/68, 2-3=-292/35, 3-4=-2925/13, 4-10=-2934/0, 10-11=-3222/0, 5-11=-3320/0
BOT CHORD 7-8=0/2738, 5-7=0/2738
WEBS 3-8=-2898/72, 3-7=0/305
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) 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 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, 5.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
11/15/17
Job
B1705358
Truss
T08EGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:47 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-td?uhpnxcxnGRKJCpirDZ?_bAT?L2rVgvbRcWCyZO3_
Scale = 1:22.0
W1
T1
B1
ST1 ST2 ST3 ST4 ST5 ST6 ST7 HW2
1
2
3
4
5
6
7
8
9
17 16 15 14 13 12 11 10
18
19 20
5x8 4x4
4x4
5x8
13-7-2
13-7-2
3-10-30-5-73.00 12
Plate Offsets (X,Y)-- [8:0-1-11,0-2-0], [9:0-0-4,0-2-0], [9:0-0-4,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.18
0.07
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 63 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 2-11-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-7-2.
(lb) - Max Horz17=-95(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 17, 15, 14, 13, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 17, 11 except 9=435(LC 19), 16=386(LC 19), 15=413(LC 19),
14=400(LC 19), 13=399(LC 19), 12=428(LC 19), 10=1070(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-16=-360/68, 3-15=-386/59, 4-14=-373/37, 5-13=-376/35, 6-12=-391/38, 8-10=-973/138
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 15, 14, 13, 11,
10.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
11/15/17
Job
B1705358
Truss
T08F1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:47 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-td?uhpnxcxnGRKJCpirDZ?_RTToG2d4gvbRcWCyZO3_
Scale = 1:23.3
W1 T1
B1
W2 W3
W4 W5
1
2
3
4
5
7
6
8
9
5x8
4x6
7x10
5x6
4x4
6x8
5x10
6-0-13
6-0-13
12-3-2
6-2-5
4-1-11
4-1-11
7-11-15
3-10-3
11-9-12
3-9-13
12-3-2
0-5-6
14-3-2
2-0-0
4-0-124-2-41-0-03.00 12
Plate Offsets (X,Y)-- [4:0-1-4,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.80
0.91
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.09
0.03
(loc)
6
6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 92 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 *Except*
W1,W5: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-5 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) 7=2697/0-5-8 (min. 0-3-1), 4=3583/0-5-8 (min. 0-3-15)
Max Horz7=-97(LC 10)
Max Uplift7=-8(LC 11), 4=-64(LC 11)
Max Grav7=3092(LC 20), 4=3977(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-927/68, 2-8=-369/38, 2-3=-4072/38, 3-9=-4993/68, 4-9=-5412/62
BOT CHORD 6-7=-23/3335, 4-6=-50/4656
WEBS 2-7=-3854/126, 2-6=-66/766, 3-6=-1019/296
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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-4-0 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=120.0 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 120.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) 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: 3-5=-401(F=-141), 4-7=-20
Trapezoidal Loads (plf)
Vert: 1=-501(F=-141)-to-3=-397(F=-141)
11/15/17
Job
B1705358
Truss
T08F2
Truss Type
ROOF SPECIAL
Qty
11
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-LpZGv9oZMEv72TuONPMS6DXgttE6nBbp8FAA2eyZO2z
Scale = 1:25.8
W1 T1
B1
W2
W3
HW2
1
2
3
4
5
7
6
8
9
10
5x10 MT20HS
4x6
6x8
4x6
4x6
5x6
2x4
6-0-13
6-0-13
12-3-2
6-2-5
6-0-13
6-0-13
12-3-2
6-2-5
14-3-2
2-0-0
4-0-124-2-41-0-03.00 12
Plate Offsets (X,Y)-- [4:Edge,0-3-12]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.56
0.55
0.57
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.15
0.05
(loc)
6
4-6
4
l/defl
>999
>982
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 72 lb FT = 20%
GRIP
185/144
139/108
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 3-1-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=1958/0-5-8 (min. 0-3-0), 4=2366/0-5-8 (min. 0-3-8)
Max Horz7=-99(LC 12)
Max Uplift7=-7(LC 11), 4=-54(LC 11)
Max Grav7=2364(LC 20), 4=2772(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-1105/75, 2-8=-348/35, 2-9=-3517/18, 3-9=-3538/11, 3-10=-3741/1, 4-10=-4009/0
BOT CHORD 6-7=0/3433, 4-6=0/3433
WEBS 2-7=-3578/78, 2-6=0/272
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-4-0 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=120.0 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 120.0 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, 4.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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: 5-9=-260, 4-7=-20
Trapezoidal Loads (plf)
Vert: 1=-360-to-9=-260
11/15/17
Job
B1705358
Truss
T08FGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:48 2017 Page 1Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-LpZGv9oZMEv72TuONPMS6DXkMtLNnHGp8FAA2eyZO2z
Scale = 1:19.2
W1
T1
B1
ST1
ST2 ST3
ST4 ST5
W2
1
2
3
4
5
6
7
13 12 11 10 9 8
14
15
16
5x8 4x4
4x4
3x10
12-3-2
12-3-2
12-3-2
12-3-2
3-1-20-0-53.00 12
Plate Offsets (X,Y)-- [6:0-1-11,0-2-0], [7:0-0-4,0-2-0], [7:0-0-4,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=120.0)
TCDL
BCLL
BCDL
120.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.28
0.09
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 49 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x6 HF/SPF 1650F 1.5E
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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-3-2.
(lb) - Max Horz13=-74(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 9, 8
Max Grav All reactions 250 lb or less at joint(s) 13, 9 except 7=577(LC 19), 12=548(LC 19), 11=556(LC 19),
10=556(LC 19), 8=1359(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-12=-521/80, 3-11=-533/72, 4-10=-517/48, 6-8=-1254/142
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=2ft; Cat. II;
Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-3 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=120.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 9, 8.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
13) 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: 7-15=-260, 7-13=-20
Continued on page 2
11/15/17
Job
B1705358
Truss
T08FGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - VAIL BUILDING 8
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Sep 27 14:44:48 2017 Page 2Builders FirstSource #816, Dolores Co ID:KeCkxzQ6pBgSoqTHF6jhfbyivHc-LpZGv9oZMEv72TuONPMS6DXkMtLNnHGp8FAA2eyZO2z
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 1=-360(F=-100)-to-15=-260
11/15/17