Truss- Solar Ready -2Job
18052631BA
Truss
A02
Truss Type
ATTIC
Qty
6
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:48:39 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-O85iurvqKLK4DswtV2wjxeEgOUVUOH5u6rG?gNz9KQ6
Scale = 1:70.5
T2
T3
T2
B1
W1
W2
B2 B1
W3
W2
HW1 HW1
W4 W4
T1 T1
W11
2
3
4 5
6
7
8
10 9
11
12
13
14
8x8 8x8
9x16 MT18HS
8x8
4x8 4x8
9x16 MT18HS
4x8
5x12 MT18HS
4x8
5x12 MT18HS
3x4
8x8
14-0-07-5-88-5-8
0-11-0
0-11-0
12-8-4
11-9-4
15-8-4
3-0-0
24-1-12
8-5-8
27-1-12
3-0-0
38-11-0
11-9-4
39-10-0
0-11-0
6-10-76-10-7 12-8-45-9-13 12-10-10-1-13 15-8-42-10-3 19-11-04-2-12 24-1-124-2-12 26-11-152-10-3
27-1-12
0-1-13 32-11-95-9-13 39-10-06-10-7
0-6-811-0-00-6-811-0-08.00 12
Field frame additional 2x
for insulation at angled ceiling
and floor as required.
Plate Offsets (X,Y)-- [1:0-5-8,Edge], [1:0-1-13,0-2-0], [2:0-4-0,0-6-0], [4:0-5-12,0-4-0], [5:0-5-12,0-4-0], [7:0-4-0,0-6-0], [8:0-1-13,0-2-0], [8:0-5-8,Edge], [9:0-8-0,Edge],[10:0-8-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLLBCDL
35.0
15.0
0.0 *10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress IncrCode
2-0-0
1.15
1.15
YESIRC2015/TPI2014
CSI.
TC
BC
WBMatrix-S
0.90
0.61
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)Wind(LL)
in
-0.44
-0.53
0.090.15
(loc)
8-9
8-9
81-10
l/defl
>999
>882
n/a>999
L/d
240
180
n/a360
PLATES
MT20
MT18HS
Weight: 306 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x8 SP No.1 *Except*
T3: 2x6 SPF No.2
BOT CHORD 2x6 SPF 2100F 1.8E *Except* B2: 2x10 SP 2400F 2.0EWEBS2x4 SPF No.2 *Except* W2: 2x6 SPF No.2
WEDGE
Left: 2x6 SPF No.2, Right: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except
2-0-0 oc purlins (4-6-6 max.): 4-5.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-11, 6-11JOINTS1 Brace at Jt(s): 11
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=2611/0-5-8 (min. 0-4-4), 8=2611/0-5-8 (min. 0-4-4)
Max Horz1=168(LC 9)
Max Grav1=2711(LC 22), 8=2711(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4229/0, 2-3=-3850/0, 3-12=-1717/155, 4-12=-1538/170, 4-13=-1322/107, 5-13=-1322/107, 5-14=-1538/170, 6-14=-1717/155, 6-7=-3850/0, 7-8=-4229/0
BOT CHORD 1-10=0/3462, 9-10=0/3121, 8-9=0/3344
WEBS 2-10=-688/198, 3-10=0/1208, 3-11=-2210/0, 6-11=-2211/0, 6-9=0/1208, 4-11=-269/666,
5-11=-269/666, 7-9=-688/198
NOTES-(13)1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Wleft=19-11-0, Wright=19-11-0
3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 3-11, 6-11; Wall dead load (5.0psf) on member(s).3-10, 6-9
8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 9-109) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Attic room checked for L/360 deflection.
12) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 19-11-0 from joint 1 and has a slope of
8.000 on the left and -8.000 on the right.13) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
GA02
Truss Type
ATTIC GIRDER
Qty
2
Ply
2
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:48:23 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-s37fXNio5RJMIPioZhdzHGaz6139e74XRMO96Iz9KQM
Scale = 1:76.1
T2
T3
T4
B1
W1
W2
B2 B1
W3
W2
W4 W4
W1
T1 T5
HW1 HW1
2
3
4
5 6
7
8
1 11 10 9
12
21
22
23 24
25
8x8
8x8 8x8
8x8
10x12
4x10
10x12
4x10
3x4
5x10
12x12
5x10
12x12 THDH28-2 THDH28-2
14-0-0
38-0-07-5-80-11-0
0-11-0
6-5-8
5-6-8
12-8-4
6-2-12
15-8-4
3-0-0
19-11-0
4-2-12
24-1-12
4-2-12
27-1-12
3-0-0
33-4-8
6-2-12
38-11-0
5-6-8
39-10-0
0-11-0
6-5-86-5-8 12-8-46-2-12 12-10-10-1-13
15-8-4
2-10-3 19-11-04-2-12 24-1-124-2-12 26-11-152-10-3
27-1-12
0-1-13 33-4-86-2-12 39-10-06-5-8
0-6-811-0-00-6-811-0-08.00 12Field frame additional 2x
for insulation at angled ceilingand floor as required.
Plate Offsets (X,Y)-- [1:0-4-0,1-2-5], [1:0-3-1,0-3-0], [2:0-4-0,0-6-2], [2:0-0-0,0-3-10], [3:0-1-0,0-0-0], [8:0-4-0,0-6-0], [9:0-0-1,0-3-0], [9:0-4-0,0-1-4], [10:0-5-8,0-7-8], [11:0-5-8,0-7-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLLBCDL
35.0
15.0
0.0 *10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress IncrCode
2-0-0
1.15
1.15
NOIRC2015/TPI2014
CSI.
TC
BC
WBMatrix-MS
0.79
0.45
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)Wind(LL)
in
-0.30
-0.49
0.080.04
(loc)
10-11
10-11
910
l/defl
>999
>963
n/a>999
L/d
240
180
n/a360
PLATES
MT20
Weight: 742 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x8 SP No.1
BOT CHORD 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W2: 2x6 SPF No.2WEDGELeft: 2x8 SP No.1, Right: 2x8 SP No.1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-12, 7-12JOINTS1 Brace at Jt(s): 12
REACTIONS.(lb/size)1=6246/0-5-8 (req. 0-6-6), 9=6259/0-5-8 (req. 0-6-6)
Max Horz1=156(LC 35)
Max Grav1=8101(LC 2), 9=8118(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12733/0, 2-3=-12545/0, 3-21=-12705/0, 4-21=-12479/0, 4-22=-4723/0,
5-22=-4207/0, 5-23=-4219/0, 6-23=-4219/0, 6-24=-4217/0, 7-24=-4733/0,
7-25=-12497/0, 8-25=-12715/0, 8-9=-12755/0
BOT CHORD 1-11=0/10134, 10-11=0/10435, 9-10=0/10157WEBS3-11=-169/804, 4-11=0/4057, 4-12=-6782/0, 7-12=-6764/0, 7-10=0/4047, 5-12=0/845, 6-12=0/825, 8-10=-191/775
NOTES-(18)
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 0-9-0 oc.Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.334) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Wleft=19-11-0, Wright=19-11-05) Unbalanced snow loads have been considered for this design. 6) The Fabrication Tolerance at joint 4 = 4%, joint 7 = 4%
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Ceiling dead load (5.0 psf) on member(s). 4-12, 7-12; Wall dead load (5.0psf) on member(s).4-11, 7-1010) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-1111) WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size.
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) 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
06/05/2019
Job
18052631BA
Truss
GA02
Truss Type
ATTIC GIRDER
Qty
2
Ply
2
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:48:23 2019 Page 2 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-s37fXNio5RJMIPioZhdzHGaz6139e74XRMO96Iz9KQMNOTES-(18)14) Use USP THDH28-2 (With 36-16d nails into Girder & 10-16d nails into Truss) or equivalent spaced at 15-2-0 oc max. starting at 12-4-0 from the left end to 27-6-0 to
connect truss(es) PG04 (2 ply 2x8 SP) to front face of bottom chord.
15) Fill all nail holes where hanger is in contact with lumber.
16) Attic room checked for L/360 deflection.17) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 19-11-0 from joint 15 and has a slope of 8.000 on the left and -8.000 on theright.18) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 15-21=-100, 5-21=-280(F=-180), 5-6=-280(F=-180), 6-25=-280(F=-180), 19-25=-100, 1-11=-20, 10-11=-40, 9-10=-20, 4-7=-10Drag: 4-11=-10, 7-10=-10
Concentrated Loads (lb)
Vert: 11=-2240(F) 10=-2240(F)
06/05/2019
Job
18052631BA
Truss
M03
Truss Type
JACK-CLOSED
Qty
4
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:58 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-5F6CHqP6_lAvoZI?bxh6m_2okyXrHpkrhzrKjFz9KQl
Scale: 1/4"=1'
T1 W2
B1
W1
HW11
2
3
4
10
2x4
3x8
3x12 MT18HS
4x4
1.5x3
11-3-8
0-11-0
0-11-0
12-2-8
11-3-8
6-3-11
6-3-11
12-2-8
5-10-13
0-6-108-8-38-8-48.00 12
Plate Offsets (X,Y)-- [1:0-2-6,0-1-8], [1:0-0-8,1-0-4]
LOADING (psf)TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2015/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.39
0.48
0.58
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in-0.13
-0.25
0.01
0.01
(loc)4-9
4-9
4
4-9
l/defl>999
>584
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT18HS
Weight: 66 lb FT = 20%
GRIP197/144
197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
10-0-0 oc bracing: 1-4WEBS1 Row at midpt 3-4
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS.(lb/size)1=781/0-5-8 (min. 0-1-8), 4=664/MechanicalMax Horz1=175(LC 12)Max Uplift4=-74(LC 12)
Max Grav1=808(LC 18), 4=789(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-712/0, 3-4=-329/86BOT CHORD 1-4=-157/545WEBS2-4=-661/191
NOTES-(10)
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) All plates are MT20 plates unless otherwise indicated.
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 widewill fit 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) 4.
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) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
PB01
Truss Type
GABLE
Qty
39
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:48 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-OKWQBPHrKgvJb1X4?qVmMtd62wDQxRjNNPQoNqz9KQv
Scale = 1:19.3
T1 T1
B1
ST1
2
3
4
6
1
7
8
5
4x4
2x4 2x4 1.5x3
8-5-8
0-8-12
0-8-12
7-8-0
6-11-4
8-4-12
0-8-12
4-2-6
4-2-6
8-4-12
4-2-6
2-9-130-1-60-1-108.00 12
LOADING (psf)TCLL(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2015/TPI2014
CSI.TCBC
WB
Matrix-P
0.270.10
0.04
DEFL.Vert(LL)Vert(CT)
Horz(CT)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 22 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 8-5-8.
(lb) - Max Horz1=42(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-254(LC 19), 5=-254(LC 20)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=569(LC 19), 4=569(LC 20), 6=319(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(12)
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=lb)
1=254, 5=254.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified buildingdesigner.
12) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
PB01G
Truss Type
GABLE
Qty
2
Ply
2
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:36 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-k0ntgI8J9_O09BcmIJHytL73T47T7?qcdYVAzWz9KR5
Scale = 1:19.3
T1 T1
B1
ST1
2
3
4
6
1
7
8
5
4x4
2x4 2x4 1.5x3
8-5-8
0-8-12
0-8-12
7-8-0
6-11-4
8-4-12
0-8-12
4-2-6
4-2-6
8-4-12
4-2-6
2-9-130-1-60-1-108.00 12
LOADING (psf)TCLL(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
4-0-01.151.15
NO
IRC2015/TPI2014
CSI.TCBC
WB
Matrix-P
0.310.11
0.03
DEFL.Vert(LL)Vert(CT)
Horz(CT)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 44 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD 2-0-0 oc purlins (6-0-0 max.)(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 8-5-8.(lb) - Max Horz1=84(LC 11)Max Uplift All uplift 100 lb or less at joint(s) except 1=-508(LC 19), 5=-508(LC 20), 2=-173(LC 12), 4=-158(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=1139(LC 19), 4=1139(LC 20), 6=638(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-129/348, 2-7=-305/62, 4-8=-305/62, 4-5=-95/307WEBS3-6=-465/51
NOTES-(15)
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: 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 toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
4) 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 1.5) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.106) Unbalanced snow loads have been considered for this design.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 4-0-0 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 widewill fit between the bottom chord and any other members.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 1, 508 lb uplift at
joint 5, 173 lb uplift at joint 2 and 158 lb uplift at joint 4.
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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified buildingdesigner.14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
PB01GE
Truss Type
GABLE
Qty
2
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:15 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-rz0xG7u86Yl?8yVkaPP0XwmVEczNjVkWonwYjEz9KRQ
Scale: 3/4"=1'
T1 T1
B1
ST1
2
3
4
6
1
7
8
5
4x4
2x4 2x4 1.5x3
6-9-11
0-8-12
0-8-12
6-0-3
5-3-7
6-8-15
0-8-12
3-4-8
3-4-8
6-8-15
3-4-8
2-3-40-1-60-1-108.00 12
LOADING (psf)TCLL(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2015/TPI2014
CSI.TCBC
WB
Matrix-P
0.150.06
0.02
DEFL.Vert(LL)Vert(CT)
Horz(CT)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 17 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 6-9-11.
(lb) - Max Horz1=-33(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-132(LC 22), 5=-128(LC 20)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=381(LC 1), 4=381(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(12)
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=lb)
1=132, 5=128.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified buildingdesigner.
12) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
PG04
Truss Type
FLAT GIRDER
Qty
2
Ply
2
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:03 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-CgIPl0kcxsEii6bQttBC2OGQUnpov00l1v0wIxz9KRc
Scale = 1:55.8
W1
T1
W1
B1
W2 W1 W2
1 2 3
6 5 478
3x6 3x6 10x12
5x6 1.5x3 5x6
Special Special
2-10-8
2-10-8
5-9-0
2-10-8
2-10-8
2-10-8
5-9-0
2-10-8
8-8-3Plate Offsets (X,Y)-- [5:0-6-0,0-6-4]
LOADING (psf)TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2015/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.27
0.30
0.26
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in-0.02
-0.03
-0.00
0.00
(loc)5
5
4
5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 139 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x4 SPF No.2
BRACING-TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-6, 3-4
REACTIONS.(lb/size)6=2260/Mechanical, 4=2225/MechanicalMax Grav6=3748(LC 2), 4=3719(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-2143/0, 1-2=-675/0, 2-3=-675/0, 3-4=-2143/0
WEBS 1-5=0/2144, 2-5=-309/52, 3-5=0/2144
NOTES-(13)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: 2x8 - 2 rows staggered at 0-5-0 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 toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * 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 widewill fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 769 lb down and 94 lb up at 1-11-4, and 769 lb down and 94 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
13) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)
Vert: 1-3=-100, 4-6=-440(F=-420)
Continued on page 2
06/05/2019
Job
18052631BA
Truss
PG04
Truss Type
FLAT GIRDER
Qty
2
Ply
2
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:47:03 2019 Page 2 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-CgIPl0kcxsEii6bQttBC2OGQUnpov00l1v0wIxz9KRc
LOAD CASE(S)Standard
Concentrated Loads (lb)
Vert: 7=-769(B) 8=-769(B)
06/05/2019
Job
18052631BA
Truss
T01
Truss Type
PIGGYBACK BASE
Qty
33
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:46:25 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-JM?2m1HntAS58Gh7evWIVNhpiSm8?iq9I?qwz8z9KSC
Scale = 1:74.6
T2
T3
T2
B1W1
W2
W3
W4
W5 W5
W4
W3
W2
W1
T1 T1
B1B2
1 2
3
4
5 6
7
8
9
10
17 16 15 14 13 12 11
22
23
24
25 26 27 28 29 30 31 32
4x8
6x10 6x10
4x8
4x6 3x6
2x4
5x6
4x10
3x4
3x4 3x4
4x10
5x6
2x4
4x6 3x6
38-0-0
8-5-8
0-11-00-11-0
1-1-12
0-2-12
10-6-69-4-10 19-11-09-4-10 29-3-109-4-10 38-8-49-4-10 38-11-00-2-12
39-10-0
0-11-0
1-1-121-1-12 8-5-07-3-4 15-8-47-3-4 19-11-04-2-12 24-1-124-2-12 31-5-07-3-4 38-8-47-3-4 39-10-01-1-12
0-6-811-0-00-6-811-0-08.00 12
Plate Offsets (X,Y)-- [1:0-5-14,0-0-2], [5:0-6-4,0-3-0], [6:0-6-4,0-3-0], [10:0-1-6,0-2-14]
LOADING (psf)TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2015/TPI2014
CSI.TC
BC
WB
Matrix-MS
0.80
0.61
0.83
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in-0.23
-0.37
0.10
0.03
(loc)14-16
14-16
11
14-16
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 215 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except
2-0-0 oc purlins (3-3-7 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-17, 5-14, 6-14, 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)17=2390/0-5-8 (min. 0-3-12), 11=2390/0-5-8 (min. 0-3-12)Max Horz17=170(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-675/0, 2-3=-1061/156, 3-4=-2854/368, 4-22=-2659/372, 5-22=-2546/391,
5-23=-1968/313, 6-23=-1968/313, 6-24=-2546/391, 7-24=-2659/372, 7-8=-2854/368,
8-9=-1061/156, 9-10=-675/0BOT CHORD 1-17=-20/711, 17-25=-139/2425, 25-26=-139/2425, 16-26=-139/2425, 15-16=-17/1925, 15-27=-17/1925, 27-28=-17/1925, 14-28=-17/1925, 14-29=-17/1907, 29-30=-17/1907, 13-30=-17/1907, 12-13=-17/1907, 12-31=-139/2361, 31-32=-139/2361, 11-32=-139/2361,
10-11=-20/711
WEBS 2-17=-812/295, 3-17=-2104/152, 3-16=-455/205, 5-16=-105/787, 5-14=-176/421,
6-14=-176/421, 6-12=-105/788, 8-12=-455/205, 8-11=-2104/152, 9-11=-812/295
NOTES-(9)1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10, Wleft=19-11-0, Wright=19-11-0
3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) 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.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.8) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 19-11-0 from joint 1 and has a slope of8.000 on the left and -8.000 on the right.9) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019
Job
18052631BA
Truss
T01DGE
Truss Type
GABLE
Qty
2
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:46:41 2019 Page 1 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-rRz57VTp65Tq3kvBaGo29lLjgvMkl3kWzUhlWCz9KRy
Scale = 1:71.4
T2
T3
T2
B1
ST8ST8ST7
ST6
ST5ST4ST3ST2
ST1
ST8 ST7
ST6
ST5 ST4 ST3 ST2
ST1
T1 T1
B3B2
O3O3O2
O1
O3 O4
O5
1
2
3
4
5
6
7
8 9 10 11 12 13 14
15
16
17
18
19
20
21
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
39
40
4x8 4x8
4x6
2x4 2x4
5x6
2x4
8x8
2x4
2x4
2x4
2x4
2x4
2x4 2x4
8x8
2x4
2x4
5x6
2x4
2x4
2x4
4x6
38-0-00-10-14
0-10-14
39-9-11
38-10-13
16-6-0
16-6-0
23-3-11
6-9-11
39-9-11
16-6-0
11-0-011-0-08.00 12
Top chord dropped for
2x6 outlookers
Plate Offsets (X,Y)-- [7:0-4-0,0-4-8], [9:0-4-0,0-2-13], [13:0-4-0,0-2-13], [15:0-4-0,0-4-8], [24:0-3-0,0-3-0], [32:0-3-0,0-3-0]
LOADING (psf)TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2015/TPI2014
CSI.TC
BC
WB
Matrix-S
0.10
0.04
0.32
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
inn/a
n/a
0.00
(loc)-
-
21
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 255 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 9-13.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS T-Brace:2x4 SPF No.2 - 11-30, 10-31, 8-32, 7-33,12-29, 14-28, 15-27Fasten (2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails, 6in o.c.,with 3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 38-0-0.
(lb) - Max Horz1=170(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 30, 33, 34, 35, 36, 37, 38, 27, 26, 25, 24, 23, 22Max Grav All reactions 250 lb or less at joint(s) 1, 21 except 30=386(LC 29), 31=342(LC 29), 32=288(LC 30), 33=381(LC 30), 34=369(LC 30), 35=368(LC 30),
36=378(LC 30), 37=324(LC 30), 38=485(LC 30), 29=343(LC 29), 28=289(LC 30),
27=380(LC 30), 26=368(LC 30), 25=371(LC 30), 24=382(LC 30), 23=323(LC 30),
22=485(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 11-30=-346/55, 10-31=-303/20, 7-33=-339/70, 6-34=-329/68, 5-35=-329/65,
4-36=-335/67, 3-37=-297/54, 2-38=-413/101, 12-29=-303/16, 15-27=-340/70,
16-26=-329/68, 17-25=-330/66, 18-24=-338/67, 19-23=-298/55, 20-22=-412/101
NOTES-(15)1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 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 Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.104) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding.6) All plates are 1.5x3 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 widewill fit between the bottom chord and any other members.
Continued on page 2
06/05/2019
Job
18052631BA
Truss
T01DGE
Truss Type
GABLE
Qty
2
Ply
1
43 Finn St. Northampton, MA
Job Reference (optional)8.240 s Feb 11 2019 MiTek Industries, Inc. Wed Jun 5 13:46:41 2019 Page 2 UFP, UFP 20/20 ID:aX48jyOYdhLvQkmA2ShOntyHiz5-rRz57VTp65Tq3kvBaGo29lLjgvMkl3kWzUhlWCz9KRyNOTES-(15)10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 30, 33, 34, 35, 36, 37, 38, 27, 26, 25, 24, 23, 22.
11) Non Standard bearing condition. Review required.
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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.15) Additional 5 PSF added to TCDL to account for solar and/or pv panels. Loading must be applied to trussses in a uniform manner.
LOAD CASE(S)Standard
06/05/2019