HomeMy WebLinkAboutB17-0067_B1705427TRUSSES - BUILDING 2 REVISED_359 & SGM REVIEWED_1506378554.pdfB1705427
CHAMONIX - VAIL
2310 CHAMONIX ROAD
VAIL, CO.
BUILDING 2
E1 E2
E3
E4
E6
E8
E9
E10
E11
E12 E13
E15
E16
E17
E18 E19
E20
E21
E22
E23
1
E24
2 3 4 5 6
7
9
E26 BBO1
BBO3 T02AGE
T02A1
T02A2
T02A2
T02A2
T02B1
T02B1
T02B2
T02B3
T02B3
T02B3
T02B3
T02B3
T02B3GE
T02EGE
T02E1
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E2
T02E1
T02EGE
T02GE2
T02CGE3
T02DGE
T02CGE
T02DGE
T02C1
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C2
T02C3
T02D4
T02D1
T02D2
T02D2
T02D2
T02D2
T02D2
T02D2
T02D2
T02D2
T02D2
T02D2
T02D3
T02D3
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
B1705427 Truss Shops
No Exceptions Taken
9/6/2017
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
09/06/2017
Rob Wilberger
X
09/25/17
Job
B1705427
Truss
T02A1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:21 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-n3VXN7V4CHb6Llmua2S80b1yxu?Uy7Qkx9vHOfygbhm
Scale = 1:53.6
T2
T3
B1
W3
W4
W5
W6
W7
W8 W9
W10 W11
W1
W2
W13
W12
T1
T4
B2
1
2
3
4
5
6
7
8
9
10
11
12
19 18
17
16 15 14 13
20
21
22
23
24
25
26 27
6x8
7x10
6x8
8x12 5x12 MT20HS
5x8
6x12
3x6
5x6
6x8
5x6
7x10
8x164x4
2x4
5x6
7x10
8-3-5
8-3-5
16-3-1
7-11-13
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
28-11-2
2-0-9
-2-0-0
2-0-0
4-3-6
4-3-6
8-3-5
3-11-14
12-3-3
3-11-14
16-3-1
3-11-14
21-6-13
5-3-12
26-7-15
5-1-2
28-11-2
2-3-3
30-11-2
2-0-0
3-2-0
8-7-0
2-3-0
4.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [7:0-5-0,0-3-12], [10:0-6-12,0-2-4], [11:0-2-11,0-2-8], [14:0-2-0,0-3-12], [15:0-2-12,0-3-4], [18:0-2-12,0-2-0], [19:0-8-8,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.52
0.73
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.19
-0.24
0.09
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 229 lb FT = 20%
GRIP
185/144
139/111
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W10: 2x4 SPF 2100F 1.8E, W11: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins,
except end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-16, 3-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=6370/0-5-8 (min. 0-3-9), 14=7499/0-5-4 (min. 0-2-15)
Max Horz19=197(LC 13)
Max Uplift19=-243(LC 14), 14=-288(LC 14)
Max Grav19=6570(LC 19), 14=7537(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/362, 2-20=-372/91, 3-20=-276/122, 3-21=-6429/311, 4-21=-6162/311, 4-5=-6037/312,
5-6=-6456/361, 6-22=-4622/324, 7-22=-4386/325, 7-23=-4626/311, 8-23=-5120/309,
8-9=-4233/240, 9-24=-4403/238, 10-24=-4702/237, 10-25=-168/1315, 11-25=-169/1245,
11-12=0/520, 2-19=-1921/282
BOT CHORD 18-19=-165/4525, 18-26=-141/5328, 17-26=-141/5328, 17-27=-141/5328, 16-27=-141/5328,
15-16=-53/3786, 14-15=-1338/246
WEBS 3-18=-38/1807, 5-18=-1960/149, 6-18=-38/1012, 6-16=-2541/175, 7-16=-72/1744,
8-16=-167/889, 8-15=-2617/228, 10-15=-329/5489, 10-14=-6567/376, 3-19=-6390/264,
11-14=-1613/320
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 0-10-14, Interior(1) 0-10-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 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) Bearing at joint(s) 19, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 19 and 288 lb uplift at
joint 14.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
09/25/17
Job
B1705427
Truss
T02A1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:21 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-n3VXN7V4CHb6Llmua2S80b1yxu?Uy7Qkx9vHOfygbhm
NOTES-
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) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-401(F=-141), 2-7=-401(F=-141), 7-11=-401(F=-141), 11-12=-401(F=-141), 13-19=-20
09/25/17
Job
B1705427
Truss
T02A2
Truss Type
ROOF SPECIAL
Qty
3
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:22 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-FF3vaTWizbjzzvL48mzNZoa96IIrheRtApfrw5ygbhl
Scale = 1:56.3
T2
T3
B1
W3
W4
W5
W6
W7
W8 W9
W10
W11
W1
W2
W13
W12
T1
T4
B2
SB1
1
2
3
4
5
6
7
8
9
10
11
12
19 18
17
16 15 14 13
20
21
22
23
24
25
26
6x8
6x8
6x8
6x12 5x8 WB
5x8
5x8
2x4
4x4
5x8
4x6
6x8
7x103x4
2x4
5x6
5x10
8-3-5
8-3-5
16-3-1
7-11-13
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
28-11-2
2-0-9
-2-0-0
2-0-0
4-3-6
4-3-6
8-3-5
3-11-14
12-3-3
3-11-14
16-3-1
3-11-14
21-6-13
5-3-12
26-7-15
5-1-2
28-11-2
2-3-3
30-11-2
2-0-0
3-2-0
8-7-0
2-3-0
4.00 12
6.00 12
Plate Offsets (X,Y)-- [4:0-4-0,Edge], [9:0-4-0,Edge], [10:0-4-0,0-3-0], [11:0-2-11,0-2-8], [14:0-2-8,0-3-0], [15:0-2-12,0-3-0], [19:0-8-8,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=110.0)
TCDL
BCLL
BCDL
110.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.43
0.92
0.67
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.21
-0.29
0.09
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 197 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T2: 2x6 HF/SPF 1650F 1.5E, T3: 2x6 DF 2400F 2.0E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W11: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-16, 3-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=4223/0-5-8 (min. 0-2-6), 14=4971/0-5-4 (min. 0-1-15)
Max Horz19=201(LC 13)
Max Uplift19=-181(LC 14), 14=-215(LC 14)
Max Grav19=4423(LC 19), 14=5009(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/340, 2-20=-252/86, 3-21=-4269/164, 4-21=-4130/165, 4-5=-4035/173, 5-6=-4304/220,
6-22=-3022/210, 7-22=-2859/223, 7-23=-3015/208, 8-23=-3341/191, 8-9=-2543/148,
9-24=-2970/130, 10-24=-3098/124, 10-25=-134/1169, 11-25=-137/1138, 11-12=0/490,
2-19=-1486/228
BOT CHORD 18-19=-56/3000, 17-18=-11/3529, 17-26=-11/3529, 16-26=-11/3529, 15-16=0/2465,
14-15=-1226/210
WEBS 3-18=0/1234, 5-18=-1308/99, 6-18=-21/723, 6-16=-1864/126, 7-16=-48/1247,
8-16=-328/727, 8-15=-1691/155, 10-15=-182/3603, 10-14=-4389/213, 3-19=-4275/116,
11-14=-1528/289
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -2-1-2 to 0-10-14, Interior(1) 0-10-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=110.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 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) 19, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 19 and 215 lb uplift at
joint 14.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.Continued on page 2
09/25/17
Job
B1705427
Truss
T02A2
Truss Type
ROOF SPECIAL
Qty
3
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:22 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-FF3vaTWizbjzzvL48mzNZoa96IIrheRtApfrw5ygbhl
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02AGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:23 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-jRdHnpXKkvrqb2wGiTUc507OwirkQCG1OTOOSYygbhk
Scale = 1:54.5
W1
T2
T3
W4
B1
ST12
ST11
ST10 ST9
ST8 ST7 ST6 ST5
ST4 ST3
ST2 ST1
ST13
ST14 ST15 ST16
ST17 ST18 ST19
ST20
ST21
T1
B2
W3
W2
1
2
3
4
5
6
7 8
9
10
11
12
13 14 15
16
17
18
19
20
21
22
23
24
37 26 25
49
50
51
52
4x4
7x10
5x6
3x4
16-2-4
16-2-4
28-11-2
12-8-14
1-2-7
4.00 12
6.00 12
09/25/17
Job
B1705427
Truss
T02AGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:23 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-jRdHnpXKkvrqb2wGiTUc507OwirkQCG1OTOOSYygbhk
NOTES-
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02B1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:23 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-jRdHnpXKkvrqb2wGiTUc507J?idpQ0p1OTOOSYygbhk
Scale = 1:51.9
T2
T3
B1
W3
W4
W5
W6
W7 W8
W9
W10
W1
W2
W12
W11
T1
T4
B2
1
2
3
4
5
6
7
8
9
10
17
16
15 14 13 12 11
18 19
20
21
22
23
24 25
26
27
6x8
6x8
6x8
6x12 5x12 MT20HS
4x4
5x8
4x6
5x8
4x6
7x10
7x10
3x4
2x4
5x6
7x10
8-3-5
8-3-5
16-3-1
7-11-13
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
28-11-2
2-0-9
5-7-6
5-7-6
10-11-4
5-3-14
16-3-1
5-3-14
21-6-13
5-3-12
26-7-15
5-1-2
28-11-2
2-3-3
30-11-2
2-0-0
4-6-4
8-7-0
2-3-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [8:0-4-4,0-2-8], [9:0-2-11,0-2-8], [12:0-2-8,Edge], [13:0-3-8,Edge], [17:0-8-8,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.48
1.00
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.26
0.11
(loc)
14-16
14-16
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 203 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 *Except*
W10: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-14, 2-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=4002/0-5-8 (min. 0-2-5), 12=5536/0-5-4 (min. 0-2-3)
Max Horz17=-220(LC 12)
Max Uplift17=-101(LC 14), 12=-214(LC 14)
Max Grav17=4251(LC 19), 12=5536(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4127/177, 3-4=-3850/185, 4-20=-3356/205, 5-20=-3164/213, 5-21=-3422/201,
6-21=-3771/185, 6-7=-3104/142, 7-22=-3238/124, 8-22=-3454/118, 8-23=-134/1309,
9-23=-138/1279, 9-10=0/551, 1-17=-680/72
BOT CHORD 17-24=-23/3463, 24-25=-23/3463, 16-25=-23/3463, 16-26=-11/3948, 15-26=-11/3948,
15-27=-11/3948, 14-27=-11/3948, 13-14=0/2777, 12-13=-1378/212
WEBS 2-16=0/772, 4-16=-555/78, 4-14=-1725/100, 5-14=-21/924, 6-14=-327/830, 6-13=-1900/157,
8-13=-184/4023, 8-12=-4836/210, 2-17=-4893/212, 9-12=-1718/291
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 17, 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) except (jt=lb) 17=101,
12=214.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02B2
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:24 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-BeBf?8XyVCzhCCVTFB?reDfVT6y79T1Ad78x?_ygbhj
Scale = 1:55.5
T2
T3
B1
W3
W4
W5
W6
W7 W8
W9 W10
W1
W2
W12
T1
T4
B2 B3
W11
1
2
3
4
5
6
7
8
9
10
17
16
15 14 13 12 11
18 19
20
21
22
23 24
25
26
6x8
6x8
6x8
6x12 5x12 MT20HS
4x4
5x8
4x6
5x8
4x6
5x8
12x12
3x4
3x4
7x12 MT20HS
7x10
8-3-5
8-3-5
16-3-1
7-11-13
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
27-11-2
1-0-9
5-7-6
5-7-6
10-11-4
5-3-14
16-3-1
5-3-14
21-6-13
5-3-12
26-7-15
5-1-2
27-11-2
1-3-3
30-11-2
3-0-0
4-6-4
8-7-0
2-9-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [8:0-6-0,0-7-0], [9:0-3-8,0-3-8], [12:0-2-8,Edge], [13:0-1-12,0-2-4], [17:0-8-8,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.43
0.99
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.17
-0.24
0.10
(loc)
14-16
14-16
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 207 lb FT = 20%
GRIP
174/144
139/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E *Except*
T4: 1-1/2" x 9-1/2" VERSA-LAM® 2.0 2800 DF
BOT CHORD 2x4 HF/SPF 1650F 1.5E *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E *Except*
W10: 2x6 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-14, 2-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=4002/0-5-8 (min. 0-2-5), 12=5529/0-5-4 (min. 0-2-3)
Max Horz17=-227(LC 12)
Max Uplift17=-104(LC 10), 12=-243(LC 14)
Max Grav17=4253(LC 19), 12=5529(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4130/171, 3-4=-3895/185, 4-20=-3355/211, 5-20=-3165/219, 5-21=-3423/207,
6-21=-3761/190, 6-7=-3276/158, 7-22=-3356/138, 8-22=-3530/133, 8-9=-26/884,
9-10=0/795, 1-17=-681/72
BOT CHORD 17-23=-11/3464, 23-24=-11/3464, 16-24=-11/3464, 16-25=0/3951, 15-25=0/3951,
15-26=0/3951, 14-26=0/3951, 13-14=-146/2752, 12-13=-1507/197
WEBS 2-16=0/772, 4-16=-556/91, 4-14=-1725/99, 5-14=-34/913, 6-14=-290/847, 6-13=-1766/136,
8-13=-149/3853, 8-12=-4210/105, 2-17=-4895/217, 9-12=-3126/453
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 17, 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) except (jt=lb) 17=104,
12=243.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02B3
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:24 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-BeBf?8XyVCzhCCVTFB?reDfUs6y39T8Ad78x?_ygbhj
Scale = 1:54.8
T2
T3
B1
W3
W4
W5
W6
W7 W8
W9 W10
W1
W2
W12
T1
B2 B3
W11
SB1
1
2
3
4
5
6
7
8
9
16
15
14 13 12 11 10
17
18
19
20
21
22
23 24
25
26
6x8
6x8
6x12 5x10 WB
4x4
5x8
4x6
5x8
4x6
5x8
7x10
3x4
2x4
5x6
5x10
8-3-5
8-3-5
16-3-1
7-11-13
21-6-13
5-3-12
26-7-15
5-1-2
26-10-9
0-2-10
27-11-2
1-0-9
5-7-6
5-7-6
10-11-4
5-3-14
16-3-1
5-3-14
21-6-13
5-3-12
26-7-15
5-1-2
27-11-2
1-3-3
29-11-2
2-0-0
4-6-4
8-7-0
2-9-0
3.00 12
6.00 12
Plate Offsets (X,Y)-- [5:0-4-0,0-3-12], [7:0-4-8,0-2-12], [8:0-2-11,0-2-8], [11:0-2-4,0-2-8], [12:0-1-12,0-2-4], [16:0-8-8,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
1.00
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.26
0.11
(loc)
13-15
13-15
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 201 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 *Except*
W10: 2x6 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-13, 2-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=4046/0-5-8 (min. 0-2-5), 11=5182/0-5-4 (min. 0-2-1)
Max Horz16=-219(LC 12)
Max Uplift16=-105(LC 14), 11=-201(LC 14)
Max Grav16=4222(LC 19), 11=5182(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4112/182, 3-4=-3879/196, 4-19=-3445/215, 5-19=-3254/223, 5-20=-3518/214,
6-20=-3867/198, 6-21=-3297/164, 7-21=-3646/139, 7-22=-16/553, 8-22=-20/537, 8-9=0/551,
1-16=-678/72
BOT CHORD 16-23=-56/3440, 23-24=-56/3440, 15-24=-56/3440, 15-25=-49/3943, 14-25=-49/3943,
14-26=-49/3943, 13-26=-49/3943, 12-13=-5/2949, 11-12=-878/109
WEBS 2-15=0/804, 4-15=-586/81, 4-13=-1693/94, 5-13=-27/942, 6-13=-448/769, 6-12=-1773/129,
7-12=-130/3765, 7-11=-4399/125, 2-16=-4861/219, 8-11=-1924/285
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=105,
11=201.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02B3GE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:25 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-fql2CUYaGW5YqM4fpuX4BRCfcVQGu4sKsntVXQygbhi
Scale = 1:56.4
W1
T2
T3
W4
B1
ST12
ST11
ST10 ST9 ST8 ST7 ST6
ST5
ST4 ST3 ST2
ST1
ST13
ST14
ST15
ST16
ST17
ST18
ST19
ST20
T1
B2
T4
W2
W3
1
2
3 4
5 6
7
8 9 10
11
12 13 14
15
16
17
18
19
20
21
22
23
24
25
47
48
5x6
5x6
6x8
5x6
7x10
3x6
3x6
16-3-1
16-3-1
27-11-2
11-8-1
29-11-2
2-0-0
2-9-0
3.00 12
6.00 12
09/25/17
Job
B1705427
Truss
T02B3GE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:25 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-fql2CUYaGW5YqM4fpuX4BRCfcVQGu4sKsntVXQygbhi
NOTES-
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 38, 39, 40, 41, 42, 43, 44, 32, 31, 30, 29, 28 except
(jt=lb) 46=1390, 45=124, 27=967, 26=129.
12) Non Standard bearing condition. Review required.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
15) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02C1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:25 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-fql2CUYaGW5YqM4fpuX4BRCebVIruyfKsntVXQygbhi
Scale = 1:52.4
T2
W3
T2
B1
W1
W2
W5
W4
W6
HW1
BL1
W7
T1
B2
T3
1
2
3
4
5 6
7
8
9
10
15 14
13
12 11
16
17
18
19
4x6
3x4
6x8
8x12 8x14 MT20HS
8x12
5x8
5x8
5x8
2x4
7x10
5x8
3x4
5x10
5x8
7-0-12
7-0-12
13-10-0
6-9-4
19-9-13
5-11-13
26-1-2
6-3-5
-2-0-0
2-0-0
7-0-12
7-0-12
13-10-0
6-9-4
19-9-13
5-11-13
26-1-2
6-3-5
28-1-2
2-0-0
1-0-0
4-6-6
7-5-7
8-0-5
8-1-12
4-5-8
3-11-1
3.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-8], [3:0-4-8,0-6-0], [4:0-7-4,0-3-8], [11:0-5-12,0-3-4], [12:0-3-8,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.54
0.96
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.39
-0.52
0.18
(loc)
14-15
14-15
11
l/defl
>793
>604
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 367 lb FT = 20%
GRIP
185/144
148/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x4 HFSPF 1650F 1.5E 7-1-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals. Except:
6-0-0 oc bracing: 4-6
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-11
REACTIONS. (lb/size) 2=6399/0-5-8 (min. 0-4-1), 11=6459/0-5-8 (min. 0-1-11)
Max Horz2=-83(LC 16)
Max Uplift2=-438(LC 10), 11=-422(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-14393/1302, 3-16=-13973/1309, 3-17=-10938/1244, 4-17=-10598/1247, 4-14=-32/1383,
4-6=-1904/462, 6-18=-139/258, 7-8=-297/27, 9-19=-320/119, 9-10=-1/254,
9-11=-2016/272
BOT CHORD 2-15=-1149/13364, 14-15=-1150/13363, 13-14=-1047/10321, 12-13=-1047/10321,
11-12=-355/4855
WEBS 3-15=0/284, 3-14=-4109/225, 4-8=-5087/544, 4-12=-6483/821, 8-12=-401/3610,
8-11=-6510/441
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-11-12, Exterior(2) 11-10-0 to
14-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=438,
11=422.
Continued on page 2
09/25/17
Job
B1705427
Truss
T02C1
Truss Type
ROOF SPECIAL
Qty
1
Ply
2
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:25 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-fql2CUYaGW5YqM4fpuX4BRCebVIruyfKsntVXQygbhi
NOTES-
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=-381(F=-141), 5-6=-381(F=-141), 6-10=-381(F=-141), 2-11=-20
09/25/17
Job
B1705427
Truss
T02C2
Truss Type
ROOF SPECIAL
Qty
12
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:26 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-70JQQqZC1qDPSWerNc2JjelkPviFdRiT5Rd23tygbhh
Scale = 1:50.5
T2
W5
T3
B1
W1
W2
W3 W4
W7
W6 W8
HW1
BL1
W9
T1
B2
1
2
3
4
5
6
7 8
9
10
16 15
14
13 12 11
17
18
19
20
7x10
4x6
3x4
8x16
8x14 MT20HS
4x12
5x8
2x4 3x4
4x6
7x10
5x6
6x88x12
10x10
4-9-11
4-9-11
9-3-13
4-6-3
13-10-0
4-6-3
19-9-13
5-11-13
26-1-2
6-3-5
-2-0-0
2-0-0
4-9-11
4-9-11
9-3-13
4-6-3
13-10-0
4-6-3
19-9-13
5-11-13
26-1-2
6-3-5
1-0-0
4-6-6
7-5-7
8-0-5
8-1-12
4-5-8
3.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-3-2], [6:0-7-4,0-3-8], [11:0-4-8,0-0-0], [12:0-3-12,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.85
0.76
0.72
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.32
-0.42
0.12
(loc)
13-15
13-15
11
l/defl
>954
>736
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 194 lb FT = 20%
GRIP
185/144
148/108
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x4 HFSPF 1650F 1.5E 4-5-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except
end verticals. Except:
6-0-0 oc bracing: 6-8
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-9, 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=4182/0-5-8 (min. 0-5-5), 11=3573/0-5-8 (min. 0-1-14)
Max Horz2=-59(LC 16)
Max Uplift2=-236(LC 14), 11=-133(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-8299/734, 3-17=-8037/749, 3-4=-8168/872, 4-5=-8106/881, 5-18=-6987/931,
6-18=-6872/934, 6-13=0/1128, 6-8=-1234/416, 9-20=-3334/211, 10-20=-3473/201,
10-11=-3509/262
BOT CHORD 2-16=-612/7555, 15-16=-612/7555, 14-15=-726/7864, 13-14=-726/7864, 12-13=-753/6727
WEBS 3-15=-384/708, 5-15=-123/270, 5-13=-2026/73, 6-9=-3371/400, 6-12=-4086/603,
9-12=-108/590, 10-12=-241/3835
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-11-12, Exterior(2) 11-10-0 to
14-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 11 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) except (jt=lb) 2=236,
11=133.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02C3
Truss Type
MONOPITCH
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:27 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bDtodAaro7LG3gD2xJZYGsH?QJ7tMxTcJ5McbJygbhg
Scale = 1:26.4
T2
W4
B1
W1
W2
W3
HW1
T1
1
2
3
4
5
6
8
7
9
10
11
6x8
3x4
5x10 MT20HS
7x10
4x4
6x8
5x8
5x8
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
1-0-0
4-4-13
4-6-4
3.00 12
Plate Offsets (X,Y)-- [2:0-1-2,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.45
0.41
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.12
0.04
(loc)
8
8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 99 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 Left 2x6 HFSPF 1650F 1.5E 4-9-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=2574/0-5-8 (min. 0-3-0), 2=3604/0-5-8 (min. 0-3-15)
Max Horz2=152(LC 13)
Max Uplift7=-114(LC 10), 2=-220(LC 10)
Max Grav7=3002(LC 19), 2=3942(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-5812/243, 9-10=-5718/242, 3-10=-5437/242, 3-4=-4365/171, 4-5=-4208/170,
5-11=-316/58, 6-7=-821/102
BOT CHORD 2-8=-366/5090, 7-8=-275/3504
WEBS 3-8=-1190/135, 5-8=0/924, 5-7=-4055/271
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 13-5-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=114,
2=220.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
09/25/17
Job
B1705427
Truss
T02C3
Truss Type
MONOPITCH
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:27 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-bDtodAaro7LG3gD2xJZYGsH?QJ7tMxTcJ5McbJygbhg
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-6=-381(F=-141), 2-7=-20
09/25/17
Job
B1705427
Truss
T02CGE
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:28 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-4PQArWbTZRT7hqoEU04no3qCQjYm5UymYl698lygbhf
Scale = 1:43.9
T1
W1
T2
W3
B1
ST14
ST13 ST12
ST11 ST10
ST9 ST8 ST7
ST6
ST5 ST4
ST3 ST2
ST1
B2
W2
1
2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
17
18
35 36
37
3x4
4x4
13-10-0
13-10-0
26-1-2
12-3-2
3-5-14
3.00 12
09/25/17
Job
B1705427
Truss
T02CGE2
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:28 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-4PQArWbTZRT7hqoEU04no3qDXjY85UFmYl698lygbhf
Scale = 1:21.6
T1
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
16
17
18
13-7-2
13-7-2
3.00 12 09/25/17
Job
B1705427
Truss
T02CGE3
Truss Type
GABLE
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:28 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-4PQArWbTZRT7hqoEU04no3qFLjYM5UKmYl698lygbhf
Scale = 1:39.2
W1
T1
W4
B1
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
W2
W3
1 2
3
4
5
6
7
8
9
10
21
22
3x4
3x4
4x4
12-3-2
12-3-2
3-5-14
3.00 12
09/25/17
Job
B1705427
Truss
T02D1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:29 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-Yb_Y2sb5Klb_JzNQ2kb0LGMKe7kDqqgvnPrigCygbhe
Scale = 1:26.5
W1
T1
B1
W2
W3
W4
HW2
T2
1
2
3
4
5
6
7
9
8
10
11
12
5x10 MT20HS
3x4
7x10
7x10
5x16 MT18HS
5x8
4x4
3x6
6-9-9
6-9-9
13-7-2
6-9-9
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
15-7-2
2-0-0
4-4-12
4-6-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [6:0-0-3,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.47
0.74
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.16
0.07
(loc)
8
6-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 80 lb FT = 20%
GRIP
185/144
139/108
185/148
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 2-3-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except
end verticals.
BOT CHORD 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=2635/0-5-8 (min. 0-3-14), 6=3547/0-5-8 (min. 0-4-15)
Max Horz9=-153(LC 10)
Max Uplift9=-118(LC 11), 6=-210(LC 11)
Max Grav9=3069(LC 20), 6=3880(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-811/101, 2-10=-317/61, 2-3=-4233/179, 3-4=-4363/179, 4-5=-5357/248,
5-11=-5425/257, 11-12=-5498/257, 6-12=-5803/258
BOT CHORD 8-9=-127/3554, 6-8=-184/4977
WEBS 2-9=-4150/283, 2-8=0/899, 4-8=-1046/139
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=118,
6=210.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
09/25/17
Job
B1705427
Truss
T02D1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:29 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-Yb_Y2sb5Klb_JzNQ2kb0LGMKe7kDqqgvnPrigCygbhe
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-381(F=-141), 6-9=-20
09/25/17
Job
B1705427
Truss
T02D2
Truss Type
ROOF SPECIAL
Qty
10
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:29 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-Yb_Y2sb5Klb_JzNQ2kb0LGMKT7jwqpZvnPrigCygbhe
Scale = 1:26.5
W1
T1
B1
W2
W3
HW2
T2
1
2
3
4
5
6
8
7
9
10
11
5x10 MT20HS
4x6
6x8
6x8
5x65x6
5x6
2x4
6-9-9
6-9-9
13-7-2
6-9-9
6-9-9
6-9-9
13-7-2
6-9-9
15-7-2
2-0-0
4-4-12
4-6-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [5:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.48
0.82
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.15
-0.19
0.07
(loc)
7
5-7
5
l/defl
>999
>859
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 79 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 2x4 HFSPF 1650F 1.5E 3-5-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-10 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=1710/0-5-8 (min. 0-3-8), 5=2284/0-5-8 (min. 0-4-5)
Max Horz8=-153(LC 10)
Max Uplift8=-78(LC 11), 5=-155(LC 11)
Max Grav8=2144(LC 20), 5=2617(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-931/106, 2-3=-319/44, 3-4=-3547/107, 4-10=-3728/96, 10-11=-3800/87,
5-11=-3964/85
BOT CHORD 7-8=-45/3441, 5-7=-45/3441
WEBS 3-8=-3576/182, 3-7=0/302
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=155.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02D3
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:29 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-Yb_Y2sb5Klb_JzNQ2kb0LGMLq7jcqq9vnPrigCygbhe
Scale = 1:28.2
W1
T1
B1
W2
W3
HW2
T2
1
2
3
4
5
6
7
9
8
10
11
4x4
6x8
6x8
5x6
5x6
5x8
5x6
2x4
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
6-9-9
6-9-9
13-7-2
6-9-9
15-7-2
2-0-0
4-4-12
4-10-5
4-11-13
1-0-0
3.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-4-8,Edge], [9:0-6-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.39
0.78
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.14
-0.18
0.07
(loc)
8
6-8
6
l/defl
>999
>916
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 85 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
SLIDER Right 2x4 HFSPF 1650F 1.5E 3-5-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=2246/0-5-8 (min. 0-4-2), 9=2246/0-5-8 (min. 0-1-9)
Max Horz9=-174(LC 10)
Max Uplift6=-148(LC 11), 9=-141(LC 14)
Max Grav6=2507(LC 20), 9=2848(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1704/207, 3-4=-282/40, 4-5=-3328/82, 5-11=-3498/72, 6-11=-3727/60
BOT CHORD 8-9=-21/3229, 6-8=-21/3229
WEBS 4-9=-3366/146, 4-8=0/303
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=148,
9=141.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
09/25/17
Job
B1705427
Truss
T02D4
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:30 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-0nYxFCcj42jrx7yccR6FuUvVfW8rZJE303bGCeygbhd
Scale = 1:29.4
W1
T1
B1
W2
W3
W4 HW2
T2
1
2
3
4
5
6
7
9
8
10
11
12
4x12
4x6
6x8
7x10
5x6
4x4
6x8
5x8
6-9-9
6-9-9
13-7-2
6-9-9
-2-0-0
2-0-0
4-7-9
4-7-9
8-11-9
4-4-1
13-7-2
4-7-9
15-7-2
2-0-0
4-4-12
4-10-5
4-11-13
1-0-0
3.00 12
Plate Offsets (X,Y)-- [6:0-1-2,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=100.0)
TCDL
BCLL
BCDL
100.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.45
0.40
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.11
0.04
(loc)
8
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 107 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: 2x6 HF/SPF 1650F 1.5E
SLIDER Right 2x6 HFSPF 1650F 1.5E 4-9-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except
end verticals.
BOT CHORD 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=3446/0-5-8 (min. 0-4-0), 6=3520/0-5-8 (min. 0-3-12)
Max Horz9=-172(LC 10)
Max Uplift9=-181(LC 14), 6=-211(LC 11)
Max Grav9=4051(LC 20), 6=3795(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-2060/264, 3-4=-3862/89, 4-5=-4039/89, 5-11=-5179/179, 11-12=-5457/181,
6-12=-5551/181
BOT CHORD 8-9=-24/3116, 6-8=-122/4866
WEBS 3-9=-3632/214, 3-8=0/1008, 5-8=-1322/167
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 15-8-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=100.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non-concurrent with other live loads.
5) 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) except (jt=lb) 9=181,
6=211.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
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
Continued on page 2
09/25/17
Job
B1705427
Truss
T02D4
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:30 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-0nYxFCcj42jrx7yccR6FuUvVfW8rZJE303bGCeygbhd
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-381(F=-141), 2-7=-381(F=-141), 6-9=-20
09/25/17
Job
B1705427
Truss
T02DGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:30 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-0nYxFCcj42jrx7yccR6FuUvY0WDMZOk303bGCeygbhd
Scale = 1:21.3
W1
T1
B1
ST1
ST2
ST3
ST4
ST5
ST6
1
2
3
4
5
6
7
8
16
17
18
13-7-2
13-7-2
0-0-6
3.00 12
09/25/17
Job
B1705427
Truss
T02E1
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:30 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-0nYxFCcj42jrx7yccR6FuUvUFW8qZBi303bGCeygbhd
Scale = 1:24.9
W1 T1
B1
W2 W3
W4 HW2
1
2
3
4
5
7
6
8
9
10
5x6
4x6
7x10
5x6
4x4
4x6
5x10
6-1-9
6-1-9
12-3-2
6-1-9
4-2-3
4-2-3
8-0-15
3-10-11
12-3-2
4-2-3
14-3-2
2-0-0
4-0-12
4-2-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [4:0-0-2,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.54
0.40
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.10
0.03
(loc)
6
6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 89 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: 2x6 HF/SPF 1650F 1.5E
SLIDER Right 2x4 HFSPF 1650F 1.5E 4-1-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-14 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=2590/0-5-8 (min. 0-3-0), 4=3752/0-5-8 (min. 0-4-2)
Max Horz7=-138(LC 10)
Max Uplift7=-95(LC 11), 4=-202(LC 11)
Max Grav7=2991(LC 20), 4=4153(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-861/97, 2-9=-353/55, 2-3=-4098/127, 3-10=-5096/179, 4-10=-5537/178
BOT CHORD 6-7=-86/3318, 4-6=-117/4746
WEBS 2-7=-3822/233, 2-6=-73/809, 3-6=-1102/279
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 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=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 4=202.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
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: 5-8=-431(F=-141), 4-7=-20
Trapezoidal Loads (plf)
Vert: 1=-461(F=-141)-to-8=-431(F=-141)
09/25/17
Job
B1705427
Truss
T02E2
Truss Type
ROOF SPECIAL
Qty
11
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:31 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-U_6JTYdLrMriYHXpA9eUQhSf9wOgIlACEjKpk4ygbhc
Scale = 1:25.8
W1
T1
B1
W2
W3
HW2
1
2
3
4
5
7
6
8
9
10
5x10 MT20HS
4x6
7x10
5x6
5x6
5x6
2x4
6-1-9
6-1-9
12-3-2
6-1-9
6-1-9
6-1-9
12-3-2
6-1-9
14-3-2
2-0-0
4-0-12
4-2-4
1-0-0
3.00 12
Plate Offsets (X,Y)-- [4:0-4-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=125.0)
TCDL
BCLL
BCDL
125.0
20.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
(Matrix)
0.53
0.81
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.14
-0.16
0.06
(loc)
6
4-6
4
l/defl
>999
>891
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
Weight: 72 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 2x4 HFSPF 1650F 1.5E 3-1-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-10 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=1853/0-5-8 (min. 0-3-12), 4=2532/0-5-8 (min. 0-4-14)
Max Horz7=-140(LC 10)
Max Uplift7=-70(LC 11), 4=-149(LC 11)
Max Grav7=2266(LC 20), 4=2945(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-1022/103, 2-9=-333/48, 2-3=-3550/90, 3-10=-3757/72, 4-10=-4066/70
BOT CHORD 6-7=-31/3444, 4-6=-31/3444
WEBS 2-7=-3585/170, 2-6=0/271
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 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=125.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 125.0 psf on overhangs
non-concurrent with other live loads.
5) 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 except (jt=lb) 4=149.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-290, 4-7=-20
Continued on page 2
09/25/17
Job
B1705427
Truss
T02E2
Truss Type
ROOF SPECIAL
Qty
11
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:31 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-U_6JTYdLrMriYHXpA9eUQhSf9wOgIlACEjKpk4ygbhc
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 1=-320-to-8=-290
09/25/17
Job
B1705427
Truss
T02EGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:31 2017 Page 1Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-U_6JTYdLrMriYHXpA9eUQhSmswZtIs?CEjKpk4ygbhc
Scale = 1:21.1
W1
T1
W2
B1
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
1
2
3
4
5
6
7
8
9
10
21
22
23 3x10
12-3-2
12-3-2
1-0-0
3.00 12
09/25/17
Job
B1705427
Truss
T02EGE
Truss Type
GABLE
Qty
2
Ply
1
CHAMONIX - BUILDING 2
Job Reference (optional)
Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Sep 05 17:30:31 2017 Page 2Builders FirstSource #816, Dolores Co
ID:0vM5PtPEcr8s8AH2k5QSLIysbFz-U_6JTYdLrMriYHXpA9eUQhSmswZtIs?CEjKpk4ygbhc
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 10-21=-290, 11-20=-20
Trapezoidal Loads (plf)
Vert: 1=-320-to-21=-290
09/25/17