21-046377t a1 roof special job reference (optional) bmc

Job

21-046377T

Truss

A1

Truss Type

Roof Special

Qty

10

Ply

1Job Reference (optional)

Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:54 2021 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-80FLS66FPBo2FIKqMuK3Nht24riXRHVJAQyM2_zJV7V

Scale = 1:69.7

T2 T3

B1W8

W5 W4

W1 W2

W3

W6

W7

W12

W10

W11

W9T1

B1B2

AB

C

D

E

F

G

H

N M L K J I

O

P

Q R

S

T

U V W X Y Z

6x8

5x6

5x8 3x4

3x4

5x8

3x4

3x4

7x10

5x6

6x8 6x8

3x4

8-4-38-4-3

16-8-68-4-3

25-0-108-4-3

33-4-138-4-3

41-9-08-4-3

-1-4-01-4-0

7-6-07-6-0

15-0-07-6-0

21-6-06-6-0

28-0-06-6-0

35-6-07-6-0

41-9-06-3-0

1-3

-0

10-2

-8

1-9

-4

5.00 12

Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [K:0-4-0,0-3-4], [L:0-4-0,0-3-4]

LOADING (psf)TCLL(Roof Snow=30.0)TCDLBCLLBCDL

30.0

7.00.0 *7.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.750.650.86

DEFL.Vert(LL)Vert(CT)Horz(CT)Wind(LL)

in-0.31-0.450.150.13

(loc)L-MK-L

IL-M

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20

Weight: 227 lb FT = 20%

GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EWEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*

W8,W7,W11,W9: 2x4 DF Stud/Std

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except

end verticals.BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing.WEBS 1 Row at midpt F-J, C-N, G-I

MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.

REACTIONS. (lb/size) N=1940/0-5-8 (min. 0-2-2), I=1822/MechanicalMax Horz N=147(LC 16)Max UpliftN=-432(LC 12), I=-381(LC 13)Max Grav N=2009(LC 2), I=1918(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-O=-464/177, C-O=-366/192, C-P=-3247/736, D-P=-3073/738, D-Q=-2783/708,

E-Q=-2699/727, E-R=-2521/683, F-R=-2605/664, F-S=-2745/669, G-S=-2899/656, B-N=-524/250

BOT CHORD M-N=-676/2933, M-U=-493/2630, U-V=-493/2630, L-V=-493/2630, L-W=-275/2051, W-X=-275/2051, K-X=-275/2051, K-Y=-411/2519, Y-Z=-411/2519, J-Z=-411/2519, I-J=-490/2518

WEBS D-M=-186/425, D-L=-879/362, E-L=-315/1159, E-K=-240/982, F-K=-787/318, G-J=0/282, C-N=-2979/520, G-I=-2874/556

NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS

(envelope) gable end zone and C-C Exterior(2E) -1-4-11 to 2-9-7, Interior(1) 2-9-7 to 17-3-14, Exterior(2R) 17-3-14 to 25-8-2, Interior(1)25-8-2 to 37-5-2, Exterior(2E) 37-5-2 to 41-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33

2) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.003) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 30.0 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 = 7.0psf.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=432,

I=381.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.

LOAD CASE(S) Standard

Job

21-046377T

Truss

A1GE

Truss Type

GABLE

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-ZbxT5788h6Bd6m3P10tm_KVZS2ulejKlsOB0fJzJV7S

Scale = 1:77.4

T2 T3

B1

W8

W5

W4

W1

W2

W3

W6

W7

W12

W10

W11W9

T1T4

B1B2

ST16

ST14

ST15

ST12

ST13

ST10

ST11

ST8

ST9

ST6

ST7

ST4

ST5

ST3

ST2ST1

ST17

ST18

ST19ST20

ST21

ST22

ST23

ST24

ST25

ST26

ST27ST28

ST29

ST30ST31

AB

C

D

E

F

G

H

AF AE AD AC

AB

AA Z Y X

W

V U T S

R

Q P O N M L K J I

BI

BJ

BK

BL

BM BN BO BP

6x8

3x8

5x6

3x6

5x6 3x4

3x4

5x6

3x4

5x8

3x4

4x5

3x4 3x4

3x4

3x4 3x4

2x4 2x4

2x4 2x4

2x4 2x4

3x4

3x4

8-4-38-4-3

16-8-68-4-3

25-0-108-4-3

33-4-138-4-3

41-9-08-4-3

-1-4-01-4-0

7-6-07-6-0

15-0-07-6-0

21-6-06-6-0

28-0-06-6-0

35-6-07-6-0

41-9-06-3-0

1-3

-0

10-2

-8

1-9

-4

5.00 12

Plate Offsets (X,Y)-- [B:0-2-8,0-1-12], [C:0-1-12,0-0-0], [C:0-4-0,0-3-4], [E:0-1-7,0-1-8], [G:0-1-8,0-1-8], [G:0-4-0,0-3-4], [M:0-1-2,0-1-8], [R:0-3-0,0-3-0], [W:0-3-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.750.050.47


in-0.00-0.000.010.00

(loc)AE-AFAE-AF

IAF

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195


W8,W7,W12,W11,W9: 2x4 DF Stud/StdOTHERS 2x4 DF Stud/Std *Except*

ST16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E


end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

6-0-0 oc bracing: AE-AF,AD-AE,AC-AD,AB-AC.WEBS 1 Row at midpt D-AB, E-W, E-R, F-M, C-AF


REACTIONS. All bearings 41-9-0.(lb) - Max Horz AF=147(LC 16)

Max Uplift All uplift 100 lb or less at joint(s) I except W=-269(LC 12), AB=-298(LC 12), R=-218(LC 13), AF=-107(LC 8), M=-298(LC 13)

Max Grav All reactions 250 lb or less at joint(s) T, U, V, X, Y, Z, AA, AC, AD, AE, S, Q, P, O, N, L, K, J except W=829(LC 19), AB=651(LC 19), R=822(LC 20), AF=433(LC 19), I=299(LC 20), I=293(LC 1), M=731(LC 20)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-BI=-293/250, C-BI=-195/264, D-E=-147/256, B-AF=-443/368WEBS C-AB=-536/346, D-W=-630/300, E-R=-318/36, F-R=-557/246, F-M=-372/112, G-M=-479/345


(envelope) gable end zone and C-C Corner(3E) -1-4-11 to 2-9-7, Exterior(2N) 2-9-7 to 17-3-14, Corner(3R) 17-3-14 to 25-8-2,Exterior(2N) 25-8-2 to 37-5-2, Corner(3E) 37-5-2 to 41-7-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33

2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.


non-concurrent with other live loads.6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable studs spaced at 2-0-0 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, with BCDL = 7.0psf.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (jt=lb)

W=269, AB=298, R=218, AF=107, M=298.11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A2

Truss Type

Hip

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-ZbxT5788h6Bd6m3P10tm_KVYo2kMeewlsOB0fIzJV7S

Scale = 1:74.9

T2 T2

B1W8

W5 W4

W1

W12

W2

W3

W6

W7

W10 W9

W11

T3

B2B1B1B1

AB

C

D

E

F

G

H

IJ

PO N M L

K

Q

RS

T

U V W X Y Z AA

5x6

5x8

7x10

3x4

5x8

5x6

5x8

3x4

5x8

7x10

6x8 3x8

1.5x4

3x6

8-4-38-4-3

16-8-68-4-3

25-0-108-4-3

33-4-138-4-3

40-9-47-4-7

41-0-00-2-12

45-0-04-0-0

-1-4-01-4-0

7-6-07-6-0

15-0-07-6-0

21-6-06-6-0

28-0-06-6-0

35-6-07-6-0

40-9-45-3-4

45-0-04-2-12

46-4-01-4-0

1-3

-0

10-2

-8

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [K:0-3-8,0-1-8], [L:0-4-0,0-3-0], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0], [O:0-4-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.790.650.82


in-0.29-0.420.130.12

(loc)N-ON-O

KN-O

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195


W8,W7,W9,W11: 2x4 DF Stud/Std


end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt F-L, C-P, G-K


REACTIONS. (lb/size) P=1871/0-5-8 (min. 0-2-2), K=2292/0-5-8 (min. 0-2-8)Max Horz P=-183(LC 13)Max UpliftP=-425(LC 12), K=-515(LC 13)Max Grav P=1987(LC 3), K=2366(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-Q=-483/188, C-Q=-379/202, C-R=-3202/713, D-R=-3035/725, D-E=-2748/628,

E-F=-2390/537, F-S=-2237/500, G-S=-2391/487, G-H=-542/681, H-T=-614/677, I-T=-626/614, B-P=-537/256

BOT CHORD O-P=-645/2894, O-U=-463/2593, U-V=-463/2593, N-V=-463/2593, N-W=-242/1905, W-X=-242/1905, M-X=-242/1905, M-Y=-281/2257, Y-Z=-281/2257, L-Z=-281/2257, K-L=-245/1919, K-AA=-573/625, I-AA=-573/625

WEBS D-O=-195/457, D-N=-948/362, E-N=-316/1215, E-M=-203/825, F-M=-622/283, F-L=-289/176, G-L=-67/486, C-P=-2910/462, G-K=-3048/889, H-K=-376/185





between the bottom chord and any other members, with BCDL = 7.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=425,

K=515.8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A3

Truss Type

Common

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-1oVrIT9mSQJUkwdbbkP?XX1iGS4RN4Su42wZBmzJV7R

Scale = 1:74.8

T2 T2

B1W8

W5 W4

W12

W1 W2

W3

W6

W7

W10 W9

W11

T3

B2B1B1B1

A

B

C

D

E

F

G

HI

PO N M L

J

Q

R

S T

U

V

W X Y Z AA AB K AC

5x6

5x8

7x10

3x4

5x8

4x5

5x8

3x4

5x6

7x10

3x8 3x8

1.5x4

3x6

8-4-38-4-3

16-8-68-4-3

21-6-04-9-10

25-0-103-6-10

33-4-138-4-3

37-11-24-6-5

39-4-61-5-4

41-1-21-8-12

45-0-03-10-14

7-6-07-6-0

15-0-07-6-0

21-6-06-6-0

28-0-06-6-0

35-6-07-6-0

45-0-09-6-0

46-4-01-4-0

1-3

-0

10-2

-8

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [J:0-3-8,0-1-8], [L:0-3-0,0-3-0], [M:0-4-0,0-3-4], [N:0-4-0,0-3-0], [O:0-4-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.870.660.86


in-0.30-0.440.140.13

(loc)L-ML-M

JN-O

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195


W8,W12,W7,W9,W11: 2x4 DF Stud/Std


end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt E-L, B-P, F-J


REACTIONS. (lb/size) P=1764/0-5-8 (min. 0-2-0), J=2164/3-5-8 (min. 0-2-6), K=122/0-3-8 (min. 0-1-8)Max Horz P=-194(LC 17)Max UpliftP=-386(LC 12), J=-519(LC 13)Max Grav P=1897(LC 3), J=2205(LC 2), K=157(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-Q=-400/148, B-Q=-287/161, B-R=-3230/717, C-R=-3063/739, C-S=-2757/658,

D-S=-2620/677, D-T=-2331/606, E-T=-2415/587, E-U=-2269/536, F-U=-2423/523, F-G=-492/689, G-V=-565/684, H-V=-576/660, A-P=-369/156

BOT CHORD O-P=-657/2921, O-W=-470/2602, W-X=-470/2602, N-X=-470/2602, N-Y=-249/1922, Y-Z=-249/1922, M-Z=-249/1922, M-AA=-292/2274, AA-AB=-292/2274, L-AB=-292/2274, K-L=-286/1987, J-K=-286/1987, J-AC=-584/577, H-AC=-584/577

WEBS C-O=-202/477, C-N=-950/361, D-N=-315/1214, D-M=-214/829, E-M=-616/294, E-L=-289/136, F-L=-50/422, B-P=-3012/532, F-J=-3088/938, G-J=-396/189


(envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 17-0-0, Exterior(2R) 17-0-0 to 26-0-0, Interior(1)26-0-0 to 41-10-11, Exterior(2E) 41-10-11 to 46-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33



between the bottom chord and any other members, with BCDL = 7.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=386,

J=519.8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A4

Truss Type

Common

Qty

4

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-V_3EWpAODjRLM4Cn9RwE4lat_sQ56ZE2Jig6jCzJV7Q

Scale = 1:78.2

T2 T2

B1

W4W3

W2 W1 W2

W3

W4

W5

W6T1 T1

B2AB

CD

E

F

G

HI

JK

PO N M L

Q

R

S T

U

V

W X Y

5x6

5x8

5x6

5x6

5x8

3x6

4x5

3x8

4x5

5x8

5x8

3x6 2x4

4x5

7-0-07-0-0

8-0-01-0-0

16-0-08-0-0

23-6-07-6-0

31-0-07-6-0

40-0-09-0-0

47-0-07-0-0

-1-4-01-4-0

8-0-08-0-0

16-0-08-0-0

23-6-07-6-0

31-0-07-6-0

39-0-08-0-0

47-0-08-0-0

48-4-01-4-0

0-5

-0

10-2

-8

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [B:Edge,0-1-3], [D:0-3-0,Edge], [H:0-3-0,Edge], [M:0-4-0,0-3-0], [O:0-4-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.870.690.76


in-0.30-0.460.120.13

(loc)O-PO-P

LO

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*

T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EWEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*

W3,W5,W6: 2x4 DF Stud/Std

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt C-O, E-N, G-N


REACTIONS. (lb/size) B=1785/0-5-8 (min. 0-2-0), L=2553/0-5-8 (min. 0-2-12)Max Horz B=-181(LC 17)Max UpliftB=-431(LC 12), L=-565(LC 13)Max Grav B=1896(LC 19), L=2585(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-Q=-3824/755, C-Q=-3737/771, C-D=-2962/591, D-R=-2797/611, E-R=-2770/613,

E-S=-1983/427, F-S=-1829/449, F-T=-1793/472, G-T=-1864/450, G-U=-1619/368, H-U=-1701/366, H-I=-1811/345, I-V=-895/1077, J-V=-903/944

BOT CHORD B-P=-791/3416, O-P=-805/3349, O-W=-518/2667, N-W=-518/2667, N-X=-204/1595, M-X=-204/1595, L-M=-506/736, L-Y=-876/900, J-Y=-876/900

WEBS C-O=-788/310, E-O=-43/578, E-N=-1339/393, F-N=-188/959, G-N=-183/290, G-M=-701/384, I-M=-730/2152, I-L=-2426/928, C-P=0/303


(envelope) gable end zone and C-C Exterior(2E) -1-4-11 to 3-3-12, Interior(1) 3-3-12 to 18-9-10, Exterior(2R) 18-9-10 to 28-2-6,Interior(1) 28-2-6 to 43-8-4, Exterior(2E) 43-8-4 to 48-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33



between the bottom chord and any other members, with BCDL = 7.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=431,

L=565.8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A5

Truss Type

Common

Qty

10

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:26:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-V_3EWpAODjRLM4Cn9RwE4lat0sWn6YO2Jig6jCzJV7Q

Scale = 1:35.1

T2

W1

B1

W3 W2T1

A

B

C

D

FE

G

H

7x10

3x6

3x6

3x4 1.5x4

7-0-127-0-12

14-1-87-0-12

-1-4-01-4-0

7-0-127-0-12

14-1-87-0-12

0-5

-0

6-3

-10

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.870.270.82


in-0.05-0.090.020.04

(loc)E-FB-F

EB-F

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EWEBS 2x4 DF Stud/Std *Except*

W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E


end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


REACTIONS. (lb/size) E=598/Mechanical, B=732/0-5-8 (min. 0-1-8)Max Horz B=269(LC 9)Max UpliftE=-189(LC 12), B=-184(LC 12)Max Grav E=827(LC 19), B=808(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-G=-1186/242, C-G=-998/264, D-E=-342/100BOT CHORD B-F=-230/1006, E-F=-231/1003WEBS C-F=0/274, C-E=-1069/352


(envelope) gable end zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 10-11-12, Exterior(2E) 10-11-12 to 13-11-12 zone;cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33



between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=189,

B=184.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A6

Truss Type

Monopitch

Qty

20

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-zAdcj9A0_1ZBzDn_j8RTcy73XFsJrBQBYMPgGezJV7P

Scale = 1:19.6

T1

W1

B1

A

B

C D

F

E

G

H

I

1.5x4

1.5x4 2x4

6-7-06-7-0

-1-4-01-4-0

6-7-06-7-0

0-5

-0

3-1

-15

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-P

0.820.250.00


in-0.07-0.120.000.00

(loc)B-FB-F

FB

l/defl>999>600

n/a****

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EWEBS 2x4 DF Stud/Std




REACTIONS. (lb/size) F=276/Mechanical, B=403/0-5-8 (min. 0-1-8)Max Horz B=132(LC 9)Max UpliftF=-86(LC 12), B=-107(LC 12)Max Grav F=423(LC 19), B=573(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD C-F=-376/165


(envelope) gable end zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 3-7-0, Exterior(2E) 3-7-0 to 6-7-0 zone; cantileverleft and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.33



between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) B=107.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

A7GE

Truss Type

GABLE

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-zAdcj9A0_1ZBzDn_j8RTcy7CYFvlrALBYMPgGezJV7P

Scale = 1:18.9

T1

W1

B1

ST2

ST1

A

B

C

D

E

I H G

J

K

F

1.5x4

1.5x4 2x4 1.5x4

1.5x4

1.5x4

1.5x4

-1-4-01-4-0

6-7-06-7-0

0-5

-0

3-1

-15

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-P

0.240.030.07

DEFL.Vert(LL)Vert(CT)Horz(CT)

in0.000.00

-0.00

(loc)AAF

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EWEBS 2x4 DF Stud/StdOTHERS 2x4 DF Stud/Std




REACTIONS. All bearings 6-7-0.(lb) - Max Horz B=133(LC 9)

Max Uplift All uplift 100 lb or less at joint(s) F, G, B, H, IMax Grav All reactions 250 lb or less at joint(s) F, G except B=303(LC 19), H=255(LC 19), I=308(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS C-I=-270/181


(envelope) gable end zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 6-7-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33



non-concurrent with other live loads.6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 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) F, G, B, H, I.11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

BXGD

Truss Type

FLAT GIRDER

Qty

2

Ply

3 Job Reference (optional)Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-vZkM8rCHWepvDXxMqZTxhNCMK3S6JuIU?gunKXzJV7N

Scale = 1:33.6

W2

T1

W2

B1

W1 W3 W4 W3 W5 W3 W6

T2

A B C D E

JI H G

F

K L M N O P Q R S

T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ

5x6 5x6 12x16 MT18HS

12x12

4x12 12x12

7x10 9x12 MT18HS

12x12 12x12

Special

SpecialSpecial

Special Special

Special

Special

Special

Special Special

5-0-105-0-10

10-3-05-2-6

15-4-05-1-0

20-6-05-2-0

5-0-105-0-10

10-3-05-2-6

15-4-05-1-0

20-6-05-2-0

3-1

-15

Plate Offsets (X,Y)-- [B:0-8-0,0-7-8], [D:0-3-8,0-4-8], [E:Edge,0-3-8], [F:0-9-8,0-6-0], [G:0-3-8,0-8-8], [I:0-3-8,0-8-4], [J:0-8-8,0-6-0]


30.0

7.00.0 *

20.0


2-0-01.151.15NO

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.990.610.87


in-0.22-0.390.070.14

(loc)G-HG-H

FG-H

l/defl>999>628

n/a>999

L/d360240n/a

240

PLATESMT20MT18HS


GRIP137/130220/195

LUMBER-TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SSBOT CHORD 1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DFWEBS 2x4 DF Stud/Std *Except*

W1,W6: 2x6 DF 1800F 1.6E or 2x6 DF SSW3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E

BRACING-TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A-E, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (lb/size) F=20759/0-5-8 (min. 0-5-1), J=16195/0-5-8 (min. 0-4-0)Max Horz J=87(LC 7)Max UpliftF=-4452(LC 5), J=-3491(LC 4)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-J=-2504/559, A-K=-344/98, K-L=-344/98, B-L=-344/98, B-M=-26053/5620,

M-N=-26053/5620, C-N=-26053/5620, C-O=-32649/7013, O-P=-32649/7013, D-P=-32649/7013, D-Q=-477/127, Q-R=-477/127, R-S=-477/127, E-S=-477/127, E-F=-2594/580

BOT CHORD J-T=-5658/26053, T-U=-5658/26053, U-V=-5658/26053, V-W=-5658/26053, I-W=-5658/26053, I-X=-7851/36338, X-Y=-7851/36338, Y-Z=-7851/36338, Z-AA=-7851/36338, H-AA=-7851/36338, H-AB=-7851/36338, AB-AC=-7851/36338, AC-AD=-7851/36338, AD-AE=-7851/36338, AE-AF=-7851/36338, G-AF=-7851/36338, G-AG=-7030/32649, AG-AH=-7030/32649, AH-AI=-7030/32649, AI-AJ=-7030/32649, F-AJ=-7030/32649

WEBS B-J=-28357/6118, B-I=-1571/7626, C-I=-11232/2418, C-H=-534/2763, C-G=-4043/900, D-G=-2260/10900, D-F=-35337/7587

NOTES-1) Special connection required to distribute bottom chord loads equally between all plies.2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 3 rows staggered at 0-4-0 oc.Bottom chords connected as follows: 1 1/2 x 11 7/8 - 6 rows staggered at 0-4-0 oc.Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.

3) 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 plyconnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.

4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33

5) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.006) Provide adequate drainage to prevent water ponding.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) F, J considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.11) Provide metal plate or equivalent at bearing(s) J, F to support reaction shown.

Continued on page 2

Job

21-046377T

Truss

BXGD

Truss Type

FLAT GIRDER

Qty

2

Ply

3 Job Reference (optional)Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:02 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-vZkM8rCHWepvDXxMqZTxhNCMK3S6JuIU?gunKXzJV7N

NOTES-12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=4452, J=3491.13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1266 lb down and 253 lb up at 0-1-12, 1266 lb down and 253 lb up at

2-0-0, 1266 lb down and 253 lb up at 4-0-0, 1266 lb down and 253 lb up at 6-0-0, 1266 lb down and 253 lb up at 8-0-0, 1266 lb down and 253 lb up at 10-0-0, 1266 lb downand 253 lb up at 12-0-0, 1266 lb down and 253 lb up at 14-0-0, 1266 lb down and 253 lb up at 16-0-0, and 1266 lb down and 253 lb up at 18-0-0, and 1266 lb down and 253lb up at 20-0-0 on top chord, and 528 lb down and 105 lb up at 1-4-0, 528 lb down and 105 lb up at 2-8-0, 528 lb down and 105 lb up at 4-0-0, 528 lb down and 105 lb up at 5-4-0, 528 lb down and 105 lb up at 6-8-0, 528 lb down and 105 lb up at 8-0-0, 528 lb down and 105 lb up at 9-4-0, 528 lb down and 105 lb up at 10-8-0, 528 lb down and105 lb up at 12-0-0, 528 lb down and 105 lb up at 13-4-0, 528 lb down and 105 lb up at 14-8-0, 739 lb down and 147 lb up at 16-4-0, 739 lb down and 147 lb up at 17-8-0,1063 lb down and 239 lb up at 19-0-0, 739 lb down and 147 lb up at 20-4-4, 8243 lb down and 1713 lb up at 15-1-4, 365 lb down and 122 lb up at 1-0-12, 363 lb down and123 lb up at 3-0-12, 363 lb down and 123 lb up at 5-0-12, 363 lb down and 123 lb up at 7-0-12, 363 lb down and 123 lb up at 9-0-12, 363 lb down and 123 lb up at 11-0-12,and 363 lb down and 123 lb up at 13-0-12, and 363 lb down and 123 lb up at 17-0-12 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.

LOAD CASE(S) Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15

Uniform Loads (plf)Vert: A-E=-164(F=-90), F-J=-40

Concentrated Loads (lb)Vert: A=-1200(F) I=-863(F) G=-8063(F) C=-1200(F) F=-700(F) K=-1200(F) L=-1200(F) M=-1200(F) N=-1200(F) O=-1200(F) P=-1200(F) Q=-1200(F) R=-1200(F)S=-1200(F) T=-865(F) U=-500(F) V=-363(F) W=-500(F) X=-500(F) Y=-363(F) Z=-500(F) AA=-863(F) AB=-500(F) AC=-363(F) AD=-500(F) AE=-863(F) AF=-500(F)AG=-700(F) AH=-363(F) AI=-700(F) AJ=-1063(F)

Job

21-046377T

Truss

C1

Truss Type

Jack-Closed

Qty

12

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-NlIkLBDvHyxmqhWYOH_AEbleqTv32PgeEKeKszzJV7M

Scale = 1:28.8

T1W1

B1

W3 W2

A

B

C

D

F E

G

H

I

3x4

3x4 3x4

3x4

1.5x4

5-8-85-8-8

11-5-05-8-8

-1-4-01-4-0

5-8-85-8-8

11-5-05-8-8

0-5

-0

5-2

-1

5.00 12

Plate Offsets (X,Y)-- [B:0-1-12,0-0-2], [D:0-0-13,0-1-8]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.560.180.61


in-0.03-0.040.010.02

(loc)B-FB-F

EB-F

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195





REACTIONS. (lb/size) E=477/Mechanical, B=614/0-5-8 (min. 0-1-8)Max Horz B=220(LC 9)Max UpliftE=-101(LC 9), B=-144(LC 12)Max Grav E=692(LC 19), B=716(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-G=-1020/174, G-H=-949/180, C-H=-851/191, D-E=-278/100BOT CHORD B-F=-153/864, E-F=-153/864WEBS C-E=-919/258


(envelope) gable end zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 7-0-5, Exterior(2R) 7-0-5 to 11-3-4 zone; cantileverleft and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.33



between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=101,



Job

21-046377T

Truss

C1GD

Truss Type

Jack-Closed Girder

Qty

2

Ply

2 Job Reference (optional)Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402

ID:42CvG9iwuqZw_xVGXWyIXazLaAt-rxs7ZWDX2G3dSr5ly_VPnoHuVt9OnpknTzNtPPzJV7L

Scale = 1:30.5

T1 W1

B1

W5 W4

W3 W2

A

B

C

D

G F E

H

I

J K L M

3x8

1.5x4

4x5

3x6

3x8 7x10

4x8

Special

Special

Special

3-9-113-9-11

7-7-53-9-11

11-5-03-9-11

3-9-113-9-11

7-7-53-9-11

11-5-03-9-11

0-5

-0

5-2

-15.00 12

Plate Offsets (X,Y)-- [F:0-3-8,0-4-8]


30.0

7.00.0 *7.0


2-0-01.151.15NO

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.250.560.81


in-0.07-0.100.030.04

(loc)F-GF-G

EF-G

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS 2x4 DF Stud/Std



REACTIONS. (lb/size) A=3447/0-5-8 (min. 0-1-14), E=3319/MechanicalMax Horz A=206(LC 26)Max UpliftA=-725(LC 10), E=-717(LC 7)Max Grav A=3549(LC 16), E=3535(LC 16)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-6437/1288, B-H=-3598/701, H-I=-3598/707, C-I=-3515/714BOT CHORD A-J=-1230/5840, J-K=-1230/5840, G-K=-1230/5840, G-L=-1230/5840, F-L=-1230/5840,

F-M=-692/3269, E-M=-692/3269WEBS B-G=-385/2037, B-F=-2793/630, C-F=-774/3676, C-E=-4305/906

NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.



4) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.005) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=725,

E=717.10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1112 lb down and 237 lb up at

1-5-12, 1112 lb down and 237 lb up at 3-5-12, 1112 lb down and 237 lb up at 5-5-12, and 1229 lb down and 279 lb up at 7-5-12, and1229 lb down and 279 lb up at 9-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.


Continued on page 2

Job

21-046377T

Truss

C1GD

Truss Type

Jack-Closed Girder

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-rxs7ZWDX2G3dSr5ly_VPnoHuVt9OnpknTzNtPPzJV7L


Uniform Loads (plf)Vert: A-D=-74, A-E=-14

Concentrated Loads (lb)Vert: F=-1229 J=-1112(B) K=-1112(B) L=-1112(B) M=-1229

Job

21-046377T

Truss

C1GE

Truss Type

GABLE

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-rxs7ZWDX2G3dSr5ly_VPnoHrctGjn_8nTzNtPPzJV7L

Scale = 1:28.2

T1W1

B1

ST4

ST3

ST2

ST1

A

B

C

D

E

F

G

L K J I H

M

N

O

2x4

3x4

-1-4-01-4-0

11-5-011-5-0

0-5

-0

5-2

-1

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.430.090.08


in0.000.000.00

(loc)AAH

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195






Max Uplift All uplift 100 lb or less at joint(s) H, B, I, J, K, LMax Grav All reactions 250 lb or less at joint(s) H, K except B=276(LC 18), I=276(LC 19), J=272(LC 19), L=276(LC

19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.


(envelope) gable end zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 8-3-4, Corner(3E) 8-3-4 to 11-3-4 zone; cantileverleft and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.33



non-concurrent with other live loads.6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 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) H, B, I, J, K, L.12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

D1GD

Truss Type

Common

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-oK_t_CFnatJLh8F73PYtsDN2Zgp6FiU4wHs_TIzJV7J

Scale = 1:65.8

W3

T1

T3

B1

W6 W3 W4 W3 W1 W3 W4 W3W5

W8

W9

W10 W11

T2

B3B2

W2 W7

A B C D E F

G

H

IJ

T S RQ

P ON M L K

U

V

W X Y Z AA AB

5x12 MT20HS

6x8 5x6

8x12

1.5x4 3x8

3x8 12x12

6x8

7x10 2x4 5x6

7x10

1.5x4

4x8

3x4

2x4 4x8

4x5

SpecialSpecial Special

Special

Special SpecialSpecial

5-2-15-2-1

10-5-145-3-13

14-0-03-6-2

15-9-101-9-10

21-1-75-3-13

24-0-02-10-9

26-0-02-0-0

26-7-00-7-0

30-4-113-9-11

34-2-53-9-11

38-0-03-9-11

5-2-15-2-1

10-5-145-3-13

15-9-105-3-13

21-1-75-3-13

26-7-05-5-9

30-4-113-9-11

34-2-53-9-11

38-0-03-9-11

39-4-01-4-0

5-2

-1

0-5

-0

5-2

-1

5.00 12

Plate Offsets (X,Y)-- [D:0-2-12,0-3-0], [F:0-3-0,0-2-4], [I:0-0-8,0-2-0], [P:0-2-8,0-4-8]


30.0

7.00.0 *7.0


2-0-01.151.15NO

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.910.610.86


in-0.20-0.260.040.08

(loc)Q-RQ-R

MQ-R

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20MT20HS


GRIP220/195165/146

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS 2x4 DF Stud/Std *Except*

W6,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F1.6E


end verticals, and 2-0-0 oc purlins (4-9-14 max.): A-F.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt E-M

REACTIONS. (lb/size) T=5127/0-5-8 (min. 0-3-1), M=6495/0-5-8 (min. 0-3-13), I=-601/0-5-8 (min. 0-1-8)Max Horz T=-221(LC 8)Max UpliftT=-1024(LC 6), M=-1315(LC 7), I=-1003(LC 27)Max Grav T=5766(LC 27), M=7117(LC 27), I=640(LC 32)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-T=-5305/965, A-B=-5309/984, B-C=-5309/984, C-D=-7833/1506, D-U=-6562/1273,

E-U=-6562/1273, E-F=-543/3305, F-G=-485/3105, G-H=-531/3090, H-V=-690/2659, I-V=-821/2649

BOT CHORD S-Y=-1318/7911, Y-Z=-1318/7911, Z-AA=-1318/7911, R-AA=-1318/7911, R-AB=-1318/7911, Q-AB=-1318/7911, P-Q=-1108/6562, O-P=-213/1660, N-O=-213/1660, M-N=-213/1660, L-M=-3003/642, K-L=-2398/699, I-K=-2398/699

WEBS A-S=-1298/7272, B-S=-694/188, C-S=-3505/699, C-R=-246/1775, D-P=-4019/784, E-P=-1218/6604, E-M=-7134/1310, F-L=-222/1002, G-L=-522/162, H-L=-787/174, D-Q=-662/3612, F-M=-1958/389






non-concurrent with other live loads.7) Provide adequate drainage to prevent water ponding.8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) T=1024

, M=1315, I=1003.Continued on page 2

Job

21-046377T

Truss

D1GD

Truss Type

Common

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-oK_t_CFnatJLh8F73PYtsDN2Zgp6FiU4wHs_TIzJV7JNOTES-12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) 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.15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 678 lb down and 115 lb up at 2-0-12, 678 lb down and 115 lb up at 4-0-12

, 678 lb down and 115 lb up at 6-0-12, 678 lb down and 115 lb up at 8-0-12, 678 lb down and 115 lb up at 10-0-12, and 678 lb down and 115 lb up at 12-0-12, and 3521 lbdown and 731 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.


Uniform Loads (plf)Vert: A-F=-74, F-J=-74, I-T=-14

Concentrated Loads (lb)Vert: Q=-3521(B) W=-678(B) X=-678(B) Y=-678(B) Z=-678(B) AA=-678(B) AB=-678(B)

Job

21-046377T

Truss

D1GE

Truss Type

Hip

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-GWYFBYGPLBRCJIpKd636ORvM04HC_K6D9xcY?kzJV7I

Scale: 3/16"=1'

W3

T1

T3

B1

ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1 ST1 ST1 ST1 ST2ST3

ST4ST5

ST6

T2

B2

W2

W1W1W1

A B C D E F G H I J K L M N O P Q

R

S

T

U

VW

AQ AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X

AR

AS

AT

2x4

2x4 3x6 5x6

3x6

3x4

3x4

3x4

3x4

3x4

3x4

3x4

3x6

38-0-038-0-0

25-11-025-11-0

38-0-012-1-0

39-4-01-4-0

5-5

-7

0-5

-0

5-5

-6

5.00 12

Plate Offsets (X,Y)-- [P:0-3-0,0-2-4]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.360.100.13


in-0.01-0.010.01

(loc)WWV

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195



end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-P.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

6-0-0 oc bracing: AP-AQ,AO-AP.


REACTIONS. All bearings 38-0-0.(lb) - Max Horz AQ=-235(LC 8)

Max Uplift All uplift 100 lb or less at joint(s) AQ, AH, AI, AJ, AL, AM, AN, AP, AE, AD, AC, AB, AA, Z, Y, X, V except AG=-113(LC 8), AK=-130(LC 8), AO=-169(LC 8)

Max Grav All reactions 250 lb or less at joint(s) AQ, AJ, AN, AP, AE, AB except AG=335(LC 29), AH=283(LC 29), AI=279(LC 29), AK=322(LC 29), AL=283(LC 29), AM=280(LC 29), AO=328(LC 29), AD=290(LC 29), AC=253(LC 29), AA=291(LC 30), Z=285(LC 30), Y=262(LC 20), X=356(LC 30), V=411(LC 30)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS L-AG=-251/70, K-AH=-255/75, I-AI=-251/70, G-AK=-252/70, F-AL=-255/76, E-AM=-252/69,

C-AO=-264/109, N-AD=-262/76, R-AA=-263/94, S-Z=-257/91, U-X=-321/133


(envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-11-6, Exterior(2N) 3-11-6 to 22-1-7, Corner(3R) 22-1-7 to 29-8-10,Exterior(2N) 29-8-10 to 35-7-1, Corner(3E) 35-7-1 to 39-4-11 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33



non-concurrent with other live loads.6) Provide adequate drainage to prevent water ponding.7) All plates are 1.5x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc.10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.11) * 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.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AQ, AH, AI, AJ, AL,

AM, AN, AP, AE, AD, AC, AB, AA, Z, Y, X, V except (jt=lb) AG=113, AK=130, AO=169.13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2

Job

21-046377T

Truss

D1GE

Truss Type

Hip

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:07 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-GWYFBYGPLBRCJIpKd636ORvM04HC_K6D9xcY?kzJV7I


Job

21-046377T

Truss

E1

Truss Type

Common

Qty

10

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-kj6dOuH16UZ3xSOWBqaLxeSTrUYNjkyNObL5YBzJV7H

Scale = 1:40.0

T1T2

B1

W1

W2

W1

W2

B2A

B

C

D

E

F

H G

I

J

K L

M

N

5x6

3x6 3x6 5x6

1.5x4

3x4

1.5x4

7-11-87-11-8

15-11-07-11-8

23-10-87-11-8

-1-4-01-4-0

5-11-105-11-10

11-11-45-11-10

17-10-145-11-10

23-10-85-11-10

0-5

-0

5-4

-11

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [G:0-3-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.610.430.35


in-0.11-0.190.050.07

(loc)F-GF-G

FF-G

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195


BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing.


REACTIONS. (lb/size) F=1034/Mechanical, B=1162/0-5-8 (min. 0-1-8)Max Horz B=106(LC 16)Max UpliftF=-222(LC 13), B=-265(LC 12)Max Grav F=1119(LC 20), B=1243(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-I=-2273/498, I-J=-2132/505, C-J=-2110/515, C-K=-1918/473, D-K=-1765/483,

D-L=-1816/505, E-L=-1970/496, E-M=-2176/544, M-N=-2250/535, F-N=-2323/533BOT CHORD B-H=-416/2009, G-H=-231/1211, F-G=-443/2082WEBS D-G=-161/789, E-G=-641/244, D-H=-145/731, C-H=-599/232





between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=222,



Job

21-046377T

Truss

E1GE

Truss Type

Common Supported Gable

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-kj6dOuH16UZ3xSOWBqaLxeSacUdXjozNObL5YBzJV7H

Scale = 1:41.2

T1T2

B1

ST6ST5

ST4

ST3

ST2ST1

ST5

ST4

ST3

ST2ST1

B2A

B

C

D

E

F

G

H

I

J

K

L

M

N

Y X W V U T S R Q P O

Z

AA AB

AC

4x5

3x4 3x4

5x6

23-10-823-10-8

-1-4-01-4-0

11-11-411-11-4

23-10-811-11-4

0-5

-0

5-4

-11

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [R:0-3-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.170.100.09


in0.000.000.00

(loc)AAN

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EOTHERS 2x4 DF Stud/Std




Max Uplift All uplift 100 lb or less at joint(s) B, U, V, W, X, Y, S, R, Q, P, OMax Grav All reactions 250 lb or less at joint(s) N, T, X, Y, P, O except B=293(LC 18), U=283(LC 19), V=264(LC

19), W=259(LC 19), S=284(LC 20), R=265(LC 20), Q=262(LC 20)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS G-U=-255/89, I-S=-255/89


(envelope) gable end zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 8-11-4, Corner(3R) 8-11-4 to 14-11-4, Exterior(2N)14-11-4 to 20-10-8, Corner(3E) 20-10-8 to 23-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33




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) B, U, V, W, X, Y, S, R

, Q, P, O.12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

E2

Truss Type

Common

Qty

8

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-Cvf0cEHgsohwYczikX5aUs?e?uuZSBDWcF5e4dzJV7G

Scale = 1:38.5

T1 T1

B1

W1

W2

W1

W2

B2

A

B

C

D

E

G F

H

I

J K

L

M

3x6

5x6

3x6 5x6

1.5x4

3x4

1.5x4

7-11-87-11-8

15-11-07-11-8

23-10-87-11-8

5-11-105-11-10

11-11-45-11-10

17-10-145-11-10

23-10-85-11-10

0-5

-0

5-4

-11

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [F:0-3-0,0-3-0]


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.580.430.35


in-0.11-0.190.060.07

(loc)E-FE-F

EA-G

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195




REACTIONS. (lb/size) A=1045/Mechanical, E=1045/MechanicalMax Horz A=-90(LC 17)Max UpliftA=-223(LC 12), E=-223(LC 13)Max Grav A=1126(LC 18), E=1126(LC 19)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-H=-2340/547, H-I=-2268/548, B-I=-2194/558, B-J=-1988/509, C-J=-1834/519,

C-K=-1834/519, D-K=-1988/509, D-L=-2194/558, L-M=-2268/548, E-M=-2340/547BOT CHORD A-G=-456/2099, F-G=-245/1238, E-F=-456/2099WEBS C-F=-161/788, D-F=-641/244, C-G=-161/788, B-G=-641/244


(envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 8-11-4, Exterior(2R) 8-11-4 to 14-11-4, Interior(1)14-11-4 to 20-9-12, Exterior(2E) 20-9-12 to 23-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33


between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=223,

E=223.8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

M1GD

Truss Type

Common Girder

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-g5DOpaIId6pnAmYvIFcp03XriH64BWagrvqCc3zJV7F

Scale: 3/8"=1'

T1

B1

W5W4

W3

W1

W2

A

B

C

D

E

H GF

I

J K L

3x6

5x8

4x8

4x12 12x12

6x8

8x12 Special

Special

Special

Special

Special

3-11-53-11-5

7-10-103-11-5

12-0-04-1-6

-1-0-01-0-0

3-11-53-11-5

7-10-103-11-5

11-9-153-11-5

12-0-00-2-1

0-5

-0

5-2

-11

5.00 12

Plate Offsets (X,Y)-- [B:0-4-0,0-2-14], [G:0-3-8,Edge]


30.0

7.00.0 *7.0


2-0-01.151.15NO

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.460.920.85


in-0.12-0.170.040.06

(loc)G-HG-H

FG-H

l/defl>999>830

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS 2x4 DF Stud/Std *Except*

W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EW1: 2x6 DF 1800F 1.6E or 2x6 DF SS



REACTIONS. (lb/size) B=5126/0-5-8 (min. 0-2-13), F=5025/0-5-8 (min. 0-2-14)Max Horz B=224(LC 27)Max UpliftB=-1126(LC 10), F=-1133(LC 10)Max Grav B=5331(LC 3), F=5344(LC 3)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-10271/2099, C-I=-5564/1127, D-I=-5527/1138BOT CHORD B-J=-1979/9344, H-J=-1979/9344, H-K=-1979/9344, G-K=-1979/9344, G-L=-1060/5102,

F-L=-1060/5102WEBS C-H=-705/3638, C-G=-4607/1011, D-G=-1205/5959, D-F=-6593/1420


Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.





between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1126,

F=1133.10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1904 lb down and 395 lb up at

2-0-12, 1904 lb down and 395 lb up at 4-0-12, 1904 lb down and 395 lb up at 6-0-12, and 1904 lb down and 395 lb up at 8-0-12, and1904 lb down and 395 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.

LOAD CASE(S) StandardContinued on page 2

Job

21-046377T

Truss

M1GD

Truss Type

Common Girder

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-g5DOpaIId6pnAmYvIFcp03XriH64BWagrvqCc3zJV7F


Uniform Loads (plf)Vert: A-E=-74, B-F=-14

Concentrated Loads (lb)Vert: H=-1808(B) G=-1808(B) J=-1808(B) K=-1808(B) L=-1808(B)

Job

21-046377T

Truss

M1GE

Truss Type

Roof Special Supported Gable

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-g5DOpaIId6pnAmYvIFcp03XxHHKeBj1grvqCc3zJV7F

Scale = 1:20.5

T1

T2

B1

ST3

ST2

ST1

ST2

ST1

A

B

C

D

E

F

G

H

M L K J I

N

4x5

3x4 3x4

12-0-012-0-0

-1-0-01-0-0

6-0-06-0-0

12-0-06-0-0

0-5

-0

2-1

1-0

0-5

-0

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.100.060.06


in0.000.000.00

(loc)AAH

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195





Max Uplift All uplift 100 lb or less at joint(s) H, B, L, M, J, IMax Grav All reactions 250 lb or less at joint(s) H, K, M except B=278(LC 19), L=289(LC 19), J=276(LC 20),

I=296(LC 20)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS D-L=-259/138, F-J=-253/135


(envelope) gable end zone and C-C Corner(3E) -1-0-11 to 2-0-0, Exterior(2N) 2-0-0 to 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Corner(3E) 9-0-0to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.33 plate grip DOL=1.33




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) H, B, L, M, J, I.12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

N1GD

Truss Type

Common Girder

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-8Inm1wJwOPyeow75sy82ZH41vhUYwyyp4Zal8VzJV7E

Scale = 1:24.4

T1 T1

B1

W1

W2

W1

W2

A

B

C

D

E

G F

HI

J K L M N O

5x6

5x8

5x6 7x10

1.5x4

7x10

1.5x4

Special Special

Special

Special Special Special Special

5-1-55-1-5

10-2-115-1-5

15-4-05-1-5

3-10-03-10-0

7-8-03-10-0

11-6-03-10-0

15-4-03-10-0

0-5

-0

3-7

-5

0-5

-0

5.00 12

Plate Offsets (X,Y)-- [F:0-5-0,0-4-8], [G:0-5-0,0-4-8]


30.0

7.00.0 *7.0


2-0-01.151.15NO

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.430.780.91


in-0.16-0.220.050.08

(loc)F-GF-G

EF-G

l/defl>999>807

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP220/195

LUMBER-TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS 2x4 DF Stud/Std


REACTIONS. (lb/size) A=4760/0-5-8 (min. 0-2-10), E=4312/0-5-8 (min. 0-2-6)Max Horz A=57(LC 10)Max UpliftA=-994(LC 10), E=-901(LC 11)Max Grav A=4916(LC 16), E=4468(LC 17)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-H=-8794/1767, B-H=-8794/1777, B-C=-8573/1758, C-D=-8469/1737, D-I=-8639/1755,

E-I=-8685/1744BOT CHORD A-J=-1645/7977, J-K=-1645/7977, G-K=-1645/7977, G-L=-1053/5277, L-M=-1053/5277,

F-M=-1053/5277, F-N=-1566/7870, N-O=-1566/7870, E-O=-1566/7870WEBS C-F=-808/3960, C-G=-840/4112






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) A=994,

E=901.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1112 lb down and 237 lb up at

1-3-4, 1112 lb down and 237 lb up at 3-3-4, 1112 lb down and 237 lb up at 5-3-4, 1112 lb down and 237 lb up at 7-3-4, 1105 lb downand 236 lb up at 9-3-4, and 1105 lb down and 236 lb up at 11-3-4, and 1105 lb down and 236 lb up at 13-3-4 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others.


Continued on page 2

Job

21-046377T

Truss

N1GD

Truss Type

Common Girder

Qty

2

Ply


ID:42CvG9iwuqZw_xVGXWyIXazLaAt-8Inm1wJwOPyeow75sy82ZH41vhUYwyyp4Zal8VzJV7E


Uniform Loads (plf)Vert: A-C=-74, C-E=-74, A-E=-14

Concentrated Loads (lb)Vert: G=-1112(B) J=-1112(B) K=-1112(B) L=-1112(B) M=-1105(B) N=-1105(B) O=-1105(B)

Job

21-046377T

Truss

N1GE

Truss Type

Common Structural Gable

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-cUL8EFKY9j4UP3iHQgfH5UcGb5?bfcCyJDJJhyzJV7D

Scale = 1:28.0

T1 T2

B1

ST3

ST2

ST1

ST2

ST1

A

B

C

D

E

F

G

H

I

N M L K J

O

P

Q

R

4x5

3x4 3x4

15-4-015-4-0

-1-4-01-4-0

7-8-07-8-0

15-4-07-8-0

16-4-01-0-0

0-5

-0

3-7

-5

0-5

-0

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.170.090.08


in-0.000.000.00

(loc)II

H

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP220/195





Max Uplift All uplift 100 lb or less at joint(s) B, H, M, K except N=-101(LC 12), J=-108(LC 13)Max Grav All reactions 250 lb or less at joint(s) L, M, K except B=310(LC 19), H=274(LC 20), N=447(LC 19),

J=464(LC 20)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS C-N=-376/173, G-J=-384/184


(envelope) gable end zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 4-8-0, Corner(3R) 4-8-0 to 10-8-0, Exterior(2N)10-8-0 to 13-4-11, Corner(3E) 13-4-11 to 16-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33




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) B, H, M, K except

(jt=lb) N=101, J=108.12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


Job

21-046377T

Truss

V08

Truss Type

GABLE

Qty

2

Ply


Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed May 5 15:27:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402ID:42CvG9iwuqZw_xVGXWyIXazLaAt-cUL8EFKY9j4UP3iHQgfH5UcFS503fc_yJDJJhyzJV7D

Scale = 1:21.3

T1W1

B1

ST2

ST1

A

B

C

D

G F E

H

IJ

K

2x4

1.5x4

1.5x4 1.5x4

1.5x4

1.5x4

1.5x4

8-6-68-6-6

0-0

-4

3-6

-11

5.00 12


30.0

7.00.0 *7.0


2-0-01.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-P

0.250.060.09


inn/an/a

-0.00

(loc) - - E

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP220/195





REACTIONS. All bearings 8-6-6.(lb) - Max Horz A=139(LC 9)

Max Uplift All uplift 100 lb or less at joint(s) A, E, F except G=-120(LC 12)Max Grav All reactions 250 lb or less at joint(s) A, E, F except G=503(LC 18)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS B-G=-450/236


(envelope) gable end zone and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-1-12, Exterior(2R) 4-1-12 to 8-4-10 zone; cantileverleft and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.33

2) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.003) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 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) A, E, F except (jt=lb)

G=120.8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.


21-046377t a1 roof special job reference (optional) bmc

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