24C-055 61 Woodlawn trussesruss 61 V\l:>odlawn Ave. N0<1hampton, MA
Job Reference tional
A Universal Forest Products Company, UFP 20/20 8.210 s Apr 22 2018 MiTek Industries, Inc. Tue Jul 24 16:11:14 2018 Page 1
ID:6zMMYe6K031rcEc3tKSWZAyxFu4-1113h_6QXOIZn_xW?RZw NO?ol3UdFKJo61FGFyupeR
LOADING (psf)
TCLL 46.2
(Ground Snow=60.0)
TCDL 15.0
BCLL 0.0 •
BCDL 10.0
LUMBER-
3-10-13
3-10-13
10
5x8 -;::..
SPACING-
Plate Grip DOL
LumberDOL
Rep Stress Iner
2-0-0
1.15
1.15
YES
Code IRC2015/TPl2014
8-0-0
4-1-3
8-0-0
8-0-0
CSI.
TC 0.65
BC 0.81
WB 0.79
Matrix-MP
I 12-1-3 I 16-0-0 117-0-01 4-1-3 3-10-13 1-0-0
4x4 =
DEFL in
Vert(LL) -0.24
Vert(CT) -0.50
Horz(CT) 0.15
Wind(LL) -0.02
16-0-0
8-0-0
(loc) Vdefl
9-10 >764
9-10 >372
8 n/a
9 >999
Ud
240
180
n/a
360
8
5x8 ::::::-
PLATES
MT20
Weight: 73 lb
GRIP
197/144
FT= 4%
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purtins,
except end verticals.
WEBS 2x4 SPF No.2 *Except•
W1 : 2x6 SPF No.2
BOT CHORD
REACTIONS. (lb/size) 10=1257/0-5-8 (min. 0-2-0), 8=1257/0-5-8 (min. 0-2-0)
Max Horz 10=-96(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-11=-1737/52, 4-11=-1569/71, 4-12=-1569/71 , 5-12=-1737/52, 2-10=-359/124,
6-8=-359/124
BOT CHORD 9-10=-76/1516, 8-9=-75/1516
WEBS 4-9=-1/1308, 3-10=-1970/83, 5-8=-1970/83
NOTES-
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance w~h Stabilizer
Installation uide.
1) Wind: ASCE 7-1 O; Vult= 117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24fl; Cal. 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 7-1 O; Pg= 60.0 psi (ground snow); Pf=46.2 psi (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1 .1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 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 frt between the bottom chord and any other members.
7) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) 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.
LOAD CASE(S) Standard
russ
T01SGE
russ ype
GABLE
y 611/Voodlawn Ave. Nor1hampton. MA
Job Reference tional
A Universal Fores! Products Company, UFP 20/20 8.210 s Aj>r 22 2018 Milek lndustfies, Inc. Tue .All 24 16:15:29 2018 Page 1
ID:6zMMYe6K031rcEc3tKSwZAyxFu4-K5gTCBCNUNnN1AxXRUeik9Sdi58VtddrRHIEjzyupaS
4-0-0 8-0-0
4-0-0 4-0-0
8.00112
8x8 'l
2x4 II
10
3x4 =
8-0-0
8-0-0
Plate Offsets (X,Y)--[3:0-4-0 0-3-01. [5:0-4-0 0-3-0]
LOADING (psi) SPACING-2-0-0 CSI. TCLL 46.2
(Ground Snow=60.0) Plate Grip DOL 1.15 TC 0.50
TCDL 15.0 LumberDOL 1.15 BC 0.60
BCLL 0.0 * Rep Stress Iner YES WB 0.59
BCDL 10.0 Code IRC2015/TPl2014 Matrix-MP
LUMBER-
I 12-0-0 I 16-0-0 117-0-0 I
4-0-0 4-0-0 1-0-0
4x4 =
4
9
3x8 =
DEFL in
Vert(LL) -0.10
Vert(CT) -0.20
Horz(CT) 0.02
Wind(LL) -0.01
16-0-0
8-0-0
(loc) Vden
9-10 >999
9-10 >931
8 n/a
9 >999
Ud
240
180
nla
360
8
3x4 =
PLATES
MT20
Weight: 96 lb
Scale= 1:41.0
GRIP
197/144
FT= 4%
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc pur1ins,
except end ver1icals.
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
REACTIONS. (lb/size) 10=1259/0-5-8 (min. 0-2-0), 8=1259/0-5-8 (min. 0-2-0)
Max Horz 10=-96(LC 10)
BOT CHORD
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-23=-1012/103, 4-23=-844/121 , 4-24=-844/121, 5-24=-1012/103, 2-10=-335/121 ,
6-8=-335/121
BOT CHORD 9-10=-28/896, 8-9=-28/896
WEBS 4-9=-60/531, 5-9=-333/121, 3-9=-333/121, 3-10=-1244/39, 5-8=-1244/39
NOTES-
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance wtth Stabilizer
Installation uide.
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) 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; Pg= 60.0 psi (ground snow); Pf=46.2 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1 .1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load of 46.2 psf on overhangs
non-concurrent with other live loads.
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 wide
will fit between the bottom chord and any other members.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11 .1 and R802.10.2 and
referenced standard ANS 1/TPI 1.
LOAD CASE(S) Standard
russ
102
russ ype
COMMON
61 \Noodlawn Ave. Nor1hampton, MA
Job Reference tional
A Universal Forest Products Cooipany, UFP 20/20
-1-0-0
8.210 s Apr 22 2018 Milek Industries, Inc. Tue Jul 24 16:11:36 2018 Page 1 ID6zMMYe6K031rcEc3tKSWZAyxFu4-fG40JV\iNEMnQRQNdll2y3oOloA9gGnNTYsXMP2_yupe5
5-6-0
1-0-0 5-6-0
BOO[TI°
5-6-0
5-6-0
Plate Offsets (X Y}--[2·0-1-11 0-2-81 [4·0-1-11 0-2-81 ' LOADING (psf) SPACING-2-0-0 CSI. TCLL 46.2
(Ground Snow=60.0) Plate Grip DOL 1.15 TC 0.52
TCDL 15.0 LumberDOL 1.15 BC 0.32
BCLL 0.0 • Rep Stress Iner YES WB 0.04
BCDL 10.0 Code IRC2015/TPl2014 Matrix-MR
LUMBER-
4x4 =
3
7
1.5x3 II
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.07
0.01
-0.01
11-0-0 12-0-0
5-6-0 1-0-0
10
11-0-0
5-6-0
(loc) Vdefl
7 >999
7 >999
6 n/a
7-8 >999
Ud
240
180
n/a
360
6
3x4 II
PLATES
MT20
Weight: 43 lb
Scale = 1 :31.4
GRIP
197/144
FT= 4%
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
WEBS 2x8 SP No.1 *Except•
W2: 2x4 SPF No.2
BOT CHORD
REACTIONS. (lb/size) 8=900/0-5-8 (min. 0-1-8), 6=900/0-5-8 (min. 0-1-8)
Max Herz 8=-69(LC 10)
Max Uplif18=-1(LC 12), 6=-1 (LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-701/70, 3-9=-482/85, 3-10=-482/85, 4-10=-701/70, 2-8=-822/141, 4-6=-822/141
BOT CHORD 7-8=0/401 . 6-7=0/401
NOTES-
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance wtth Stabilizer
Installation uide.
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; Pg= 60.0 psf (ground snow); Pf=46.2 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1. 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 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 frt between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 8 and 1 lb uplift at joint
6.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502. 11 .1 and R802. 10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
russ
T02GE
russ ype
GABLE
61 Woodlawn Ave. Northampton, MA
Job Reference o tional
A Universal Forest Products Company, UFP 20/20
-1-0-0
8.210 s Apr 22 2018 MiTek Industries, Inc. Tue Jul 24 16:15:39 2018 Page 1
ID6zMMYe6K031rcEc3tKSwZAyxFu4-20GFJcJf7R2y4jiS1bp28GsPd7h1DGgJkqjm40yupal
LOADING (psf)
TCLL 46.2
(Ground Snow=60.0)
TCDL 15.0
BCLL 0.0 *
BCDL 10.0
LUMBER-
1-0-0
16
3x4 II
SPACING-
Plate Grip DOL
LumberDOL
Rep Stress Iner
15
2-0-0
1.15
1.15
YES
Code IRC2015/TPl2014
5-6-0
5-6-0
14
CSI.
TC 0.22
BC 0.03
WB 0.10
Matrix-R
11-0-0 12-0-0
5-6-0 1-0-0
4x4 = Scale= 1:31.4
5
13 12 11 10
3x4 II
11-0-0
11-0-0
DEFL in (loc) 1/defl Ud PLATES GRIP
Vert(LL) 0.00 8 n/r 180 MT20 197/144
Vert(CT) -0.00 9 n/r 80
Hoiz(CT) -0.00 10 n/a n/a
Weight: 54 lb FT= 4%
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
BRACING-
TOPCHORD Structural wood sheathing directly applied or 10-0-0 oc purl ins,
except end verticals.
WEBS 2x8 SP No.1
OTHERS 2x4 SPF No.2
REACTIONS. All bearings 11-0-0.
(lb) -Max Hoiz 16=-69(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
Milek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance wtth Stabilizer
Installation uide.
Max Grav All reactions 250 lb or less at joint(s) 15, 11 except 16=297(LC 18), 10=297(LC 18), 13=308(LC 1),
14=373(LC 19), 12=373(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-279/66, 8-10=-279/66
WEBS 5-13=-269/0, 4-14=-330/73, 6-12=-330/73
NOTES-
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDb=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) 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; Pg= 60.0 psf (ground snow); Pf=46.2 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otheiwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 16, 10, 14, 15,
12, 11.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
russ
T03
russ ype
COMMON
61 Woodlawn Ave. Nonhampton. MA
Job Reference tional
A Universal Forest Products Company, UFP 20/20
-1 -0-0
8.210 s Apr 22 2018 Milek Industries, Inc. Tue Jul 24 16:15:34 2018 Page 1 ID:6zMMYe6K031rcEc3tKSwZAyxFu4-h2TMGuGWlvPgzxpUE1DtRC9Sy6vJYOlabY??OByupaN
6-0-0 12-0-0 13-0-0
1-0-0 6-0-0 6-0-0 1-0-0
4x4 = Scale= 1:33.3
3
6-0-0 12-0-0
6-0-0 6-0-0
Plate Offsets (X Y)--[2·0-1-11 0-2-81 [4·0-1-11 0-2-8] I I I
LOADING (psf) SPACING-2-0-0 CSI. DEFL in (loc) VdeO Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.05 7 >999 240 MT20 197/144 (Ground Snow=60.0) LumberDOL 1.15 BC 0.36 Vert(CT) -0.08 7-8 >999 180 TCDL 15.0 Rep Stress Iner YES WB 0.05 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 *
BCDL 10.0 Code IRC2015/TPl2014 Matrix-MR Wind(LL) -0.01 7-8 >999 360 Weight: 45 lb FT= 4%
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
WEBS 2x8 SP No.1 *Except*
W2: 2x4 SPF No.2
REACTIONS. (lb/size) 8=971/0-5-8 (min. 0-1-8), 6=971/0-5-8 (min. 0-1-8)
Max Horz 8=-75(LC 10)
BOT CHORD
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-789/75, 3-9=-553/91 , 3-10=-553/91, 4-10=-789/75, 2-8=-892/147, 4-6=-892/147
BOT CHORD 7-8=0/460, 6-7=0/460
NOTES-
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance wtth Stabilizer
Installation uide.
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 D0L=1.33
2) TCLL: ASCE 7-10; Pg= 60.0 psf (ground snow); Pf=46.2 psf (Oat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Oat roof load of 46.2 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 rn between the bottom chord and any other members.
7) 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.
LOAD CASE(S) Standard