38A-120 (4) Job Truss Truss Type Oty Ply Wright Hill II
071C252J TO1 COMMON 4 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08:56.40 2008 °age 1
-1-4-0 6-1-12 14-0-0 21-10-4 28-0-0 29-4-0
1-4-0 6-1-12 7-10-4 7-10-4 6-1-12 1-4-0
Scale=1 49.2
5410
6
6.00 12
72 T3
446
446
7
244 5 ax w3 • 244
4
3 9
1 W1 W4 T4
Hwt Han
2
•
01
444 444 444 444
6x6 14 13 12 646
344 346 344
9-4-0 18-8-0 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y):[2 0-5-14,Edge],[10:0-5-14,Edge]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.68 Vert(LL) -0.12 12-14 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -0.35 12-14 >965 240 •
TCDL 10.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.10 10 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:137 lb
BCDL 10.0 •
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-1-9 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing.
WEBS 2 X 4 SPF No.2
• SLIDER Left 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6
REACTIONS(lb/size) 2=1767/0-5-8,10=1767/0-5-8
Max Horz2=107(LC 7)
• Max Uplift2=-220(LC 8),10=-220(LC 9)
Max Grav2=1957(LC 2),10=1957(LC 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/12,2-3=-2772/827,3-4=-2495/842,4-5=-2243/759,5-6=-2097/788,6-7=-2097/788.7-8=-2243/759,8-9=-2495/842,9-10=-2770/827,10-11=0/12
BOT CHORD 2-14=-595/2262,13-14=-295/1576,12-13=-295/1576,10-12=-595/2262
WEBS 4-14=-740/316,6-14=-160/847,6-12=-160/847,8-12=-740/316
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
loads.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 2 and 220 lb uplift at joint 10.
7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Wright Hill 11
0710252) J06 JACK 5 1
,Job Reference(optional)
Universal Forest Products.Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08 56 2008 Page 1
-1-8-0 5-8-4
1-8-0 5-8-4
Scale=1 15 2
328
4x8
3
•
•
500 12
W1 BL1
71
2
6
B1
1
4
2x4
3x4
5-8-4
5-8-4
Plate Offsets(X,Y) [3:0-4-0.0-1-4].
LOADING(pat) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.40 Vert(LL) -0.04 2-4 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.32 Vert(TL) -0.10 2-4 >642 240
TCDL 10.0 Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 6 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:25 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 5-8-4 oc purlins, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF No.2
OTHERS 2 X 4 SPF No.2
REACTIONS (lb/size) 2=535/0-3-8,6=246/0-1-8
Max Horz2=116(LC 8)
Max Uplift2=-129(LC 8),6=-37(LC 8)
Max Grav2=726(LC 2),6=325(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/101,2-3=-286/9,4-5=0/102,3-5=0/102
BOT CHORD 2-4=-65/125
WEBS 3-6=-339/147,5-6=-53/108
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II,Exp C;Partially Exp.;Ct=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 19.0 psf or 2.00 times flat roof load of 38.5 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)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 37 lb uplift at joint 6.
9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type qty Ply Wright Hill I:
0710252J J05 JACK 4 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08.56:40 2008 Page 1
-1-8-0 3-7-3
1-8-0 3-7-3
Scale= 10 3
•
5 00'':12
2
6
•
3-7-3
3-7-3
•
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.40 Vert(LL) -0.01 2-4 >999 360 MT20 197/144
•
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.14 Vert(TL) -0.02 2-4 >999 240
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a•
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:15 lb
BCDL 10.0 •
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-7-3 oc purl ins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS(lb/size) 3=113/Mechanical,2=434/0-3-8,4=34/Mechanical
Max Horz2=91(LC 8)
Max Uplift3=-59(LC 12),2=-128(LC 8)
Max Grav3=158(LC 2),2=593(LC 2),4=68(LC 4)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/101,2-3=-129/48
BOT CHORD 2-4=0/0
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is
designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 19.0 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 3 and 128 lb uplift at joint 2.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Wright Hill II
0710252J J04 JACK 4 1
Job Reference(optional)
Universal Forest Products.Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08.56:39 2008 Page 1
3
-1-8-0 1-7-3
1-8-0 1-7-3
scale=n1
500 12
2
•
B1
3x4
1-7-3
1-7-3
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 38.5
Plates Increase 1.15 TC 0.35 Vert(LL) -0.00 2 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2 >999 240
TCDL 10.0 Rep Stress'nor NO WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:9 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 1-7-3 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS(lb/size) 2=363/0-3-8,4=16/Mechanical,3=-24/Mechanical
Max Horz2=62(LC 8)
Max Uplift2=-140(LC 8),3=-162(LC 12)
Max Grav2=519(LC 12),4=31(LC 4),3=27(LC 8)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/100,2-3=-110/11
BOT CHORD 2-4=0/0
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is
designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TOLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 19.0 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 162 lb uplift at joint 3.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Wright Hill Ii
0710252J J03 JACK 8 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08:56:39 2008 Page 1
-1-4-0 1-10-15
1-4-0 1-10-15
• Scala=19.4
600 12
2 HWI
•
•
I q
51
344
5
3410 1-10-15
1-10-15
Plate Offsets(X,Y):[2:0-2-12,0-1-12] - -- - -- - - -
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.40 Vert(LL) -0.00 2 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 2-5 >999 240 •
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a
BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:12 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 1-10-15 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2 X 8 SYP DSS 1-8-4
REACTIONS(lb/size) 2=286/0-5-8,5=19/Mechanical,4=47/Mechanical
Max Horz2=57(LC 8)
Max Uplift2=-72(LC 8),4=-62(LC 12)
Max Grav2=392(LC 2),5=38(LC 4),4=65(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-4/0,2-3=-138/0,3-4=-39/14
BOT CHORD 2-5=0/0
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 2 and 62 lb uplift at joint 4.
9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard •
Job Truss Truss Type Qty Ply Wright Hill II
0710252J J02GR JACK 2 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries.Inc. Fri May 23 08:56.39 2008 Page 1
-2-4-5 3-11-6 7-11-0
•
2-4-5 3-11-6 3-11-10
Sc3le=1.16.9
3,45
3410
10
3x4
3 54 12 3
W3 6L1
9
T1
W 1 W2
2
6
B o
it
•
1
2x4
'1 6 12 5
344
344
3-11-6 7-11-0
3-11-6 3-11-10
Plate Offsets(X,Y):[4:0-5-0,0-1-12]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 • TC 0.75 Vert(LL) -0.02 6 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.31 Vert(TL) -0.04 5-6 >999 240
TCDL 10.0 Rep Stress lncr NO WB 0.17 Horz(TL) 0.01 8 n/a n/a
BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:38 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF No.2
OTHERS 2 X 4 SPF No.2
REACTIONS(lb/size) 2=806/0-4-15,8=765/0-1-12
Max Horz2=115(LC 5)
Max Uplift2=-169(LC 5),8=-77(LC 5)
Max Grav2=1044(LC 2),8=831(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/99,2-9=-978/13,3-9=-854/28,3-10=-233/12,4-10=-179/7,5-7=-39/599,4-7=-39/599
BOT CHORD 2-11=-58/807,6-11=-58/807,6-12=-58/807,5-12=-58/807
WEBS 3-6=0/207,3-5=-676/93,4-8=-850/80,7-8=-21/181
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=S.opsf;Category II;Exp C;enclosed;MWFRS(low-rise); Lumber DOL=1.60 plate grip DOL=1.33.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II,Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 38.5 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)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 2 and 77 lb uplift at joint 8.
9)This truss is designed in accordance with the 2003 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)138 lb down and 19 lb up at 5-2-2,138 lb down and 19
lb up at 5-2-2,and 18 lb down at 2-4-3,and 18 lb down at 2-4-3 on top chord,and 9 lb up at 2-4-3,9 lb up at 2-4-3,28 lb down at 5-2-2,and 28 lb down
at 5-2-2,and 325 lb down and 37 lb up at 8-0-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)Standard
1)Snow:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-4=-97,2-5=-20
Concentrated Loads(lb)
Vert:5=-325(B)10=-121(F=-61,B=-61)11=9(F=4,B=4)12=-28(F=-14,B=-14)
Job Truss Truss Type qty Ply Wright Hill 11
0710252J J02 JACK 8 1
• •
Job Reference(optional)
Universal Forest Products.Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries.Inc. Fri May 23 08:56.39 2008 Page 1
-1-4-0 3-10-15
4
1-4-0 3-10-15
Scale=1 13.2
•
3
600 12
•
T1
HW1
1 0
•
•
B1
354
5
Jx10 3-10-15
3-10-15
Plate Offsets(X,V):[2:0 72-12,0-1-12]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.50 Vert(LL) -0.01 2-5 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.18 Vert(TL) -0.03 2-5 >999 240
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 4 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:19 lb
•
BCDL 10.0
•
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-10-15 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2 X 8 SYP DSS 2-4-5
REACTIONS (lb/size) 4=164/Mechanical,2=377/0-5-8,5=38/Mechanical
Max Horz2=91(LC 8)
Max Uplift4=-70(LC 8),2=-70(LC 8)
Max Grav4=229(LC 2),2=511(LC 2),5=77(LC 4)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-4/0,2-3=-191/0,3-4=-88/75
BOT CHORD 2-5=0/0
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 70 lb uplift at joint 2.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Oty Ply Wright Hill II
0710252J J01GR MONO TRUSS 4 1
Job Reference(optional)
Universal Forest Products.Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08'5638 2008 Page 1
-1-10-10 4-5-12 8-4-5
1-10-10 4-5-12 3-10-9
Scala=t 19 2
2,1
5
9
3x4
4.24 12 4
W3
•
•
8 T1
3
W1 W2
HWi
2
•
•
81 •
- r
3,91
•
2x4
10 11 fi
895 4,1
4-5-12 8-4-5
4-5-12 3-10-9
Plate Offsets(X,Y):[2:0-0-5,0-6-5],[5:0-0-0,0-0-0],[6:0-0-0,0-0-0]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.90 Vert(LL) -0.02 7 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.23 Vert(TL) -0.03 7 >999 240
TCDL 10.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 6 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:42 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-11-5 oc purlins, except end verticals.
BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 6 SPF No.2 2-4-8
REACTIONS(Ib/size) 6=644/Mechanical,2=736/0-7-12
Max Horz2=128(LC 5)
Max Uplift6=-144(LC 5),2=-166(LC 5)
Max Grav6=715(LC 2),2=900(LC 2)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/9,2-3=-869/94,3-8=-716/101,4-8=-733/97,4-9=-140/15,5-9=-29/74,5-6=-273/65
BOT CHORD 2-10=-151/651,7-10=-151/651,7-11=-151/651,6-11=-151/651
WEBS 4-7=0/247,4-6=-756/175
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise); Lumber DOL=1.60 plate grip DOL=1.33.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 19.8 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 6 and 166 lb uplift at joint 2.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 lb down and 70 lb up at 2-9-8,45 lb down and 70 lb
up at 2-9-8,and 209 lb down and 58 lb up at 5-7-7,and 209 lb down and 58 lb up at 5-7-7 on top chord,and 2 lb up at 2-9-8,2 lb up at 2-9-8,and 37 lb
• down at 5-7-7,and 37 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)Standard
1)Snow:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plt)
Vert:1-5=-97,2-6=-20
Concentrated Loads(Ib)
Vert:8=64(F=32,B=32)9=-265(F=-132,B=-132)10=2(F=1,B=1)11=-37(F=-18,B=-18)
Job Truss Truss Type Qty Ply 'Wright Hill 11
0710252J J01 MONO TRUSS 18 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc Fri May 23 08:56:38 2008 Page 1
-1-4-0 6-0-0
1-4-0 6-0-0
Scale=1 19.4
2x4
600 12
3
WI
TI
•
d
HWI
2
. .
B
3x4 3x4
5
3x10 2,7
6-0-0
6-0-0
Plate Offsets(X,Y):[2:0-2-12,0-1-12]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.85 Vert(LL) -0.07 2-5 >997 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.41 Vert(TL) -0.18 2-5 >399 240
TCDL 10.0 Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:31 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 8 SYP DSS 3-4-6
REACTIONS (lb/size) 2=487/0-3-8,5=328/Mechanical
Max Horz2=127(LC 8)
Max Uplift2=-74(LC 8),5=-78(LC 8)
Max Grav2=656(LC 2),5=435(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-4/0,2-3=-250/0,3-4=-131/129,4-5=-376/262
BOT CHORD 2-5=0/0
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=S.Opsf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02:Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 2 and 78 lb uplift at joint 5.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job --- Truss Truss Type Oty Ply Wright Hill H•0710252J H03 'HIP 2 1
Job Reference(optional)
Universal Forest Products,Belchertown.MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08:56.38 2008 Page 1
-1-4-0 6-1-12 12-0-0 16-0-0 21-10-4 28-0-0 29-4-0
1-4-0 6-1-12 5-10-4 4-0-0 5-10-4 6-1-12 1-4-0
Scala=1 50 3
5x8
5 6
600 12
234
4 W2 W3 W4
1
WI 5
8
HWt HW2
9
10 0
51 .525 B2
5xfi 5x6 5x6 5x6
602 13 12 ti 6x12
3x8 3x6 3x4
9-4-0 18-8-0 28-0-0
•
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y):[2:0-8-1,Edge] [5:0-4-0,0-1-14[6:0-4-0,0-1-15],[9:0-8-1,Edge]
•
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240
TCDL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.10 9 n/a n/a
BCDL 0.0
BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:129 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-2-6 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4-2-11 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13
REACTIONS(lb/size) 2=1767/0-5-8,9=1767/0-5-8
Max Horz2=-94(LC 6)
Max Uplift2=-209(LC 8),9=-209(LC 9)
Max Grav2=2064(LC 2),9=2064(LC 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-4/0,2-3=-2874/771,3-4=-2687/800,4-5=-2372/758,5-6=-1900/708,6-7=-2371/758,7-8=-2687/800,8-9=-2872/771,9-10=-4/0
BOT CHORD 2-13=-555/2311,12-13=-337/1751,11-12=-337/1751,9-11=-555/2311
WEBS 4-13=-502/266,5-13=-114/512,6-13=-510/514,6-11=-114/605,7-11=-502/266
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 2 and 209 lb uplift at joint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Wright Hill II
0710252J H02 HIP 2 1
'Job Reference joptional)
Universal Forest Products,Belchertown.MA.01007 7.030 s Jan 3.2008 MiTek Industries,Inc Fri May 23 08:56.37 2008 Page 1
-1-4-0 6-1-12 10-0-0 18-0-0 21-10-4 28-0-0 29-4-0
1-4-0 6-1-12 3-10-4 8-0-0 3-10-4 6-1-12 1-4-0
Scale=1 50 3
5410
• 6x8
5 6
•
244
600 12
4
062 W3 0.14
o
T1 73
3 8 ara
Wt W5
HW1 HW2
2 9
10 0
di
4x4 4x4 _.. _..,_...._ _..._. _ _... 4x4 ......444 _
6x8 13 12 11 648
348 346 3,4
9-4-0 18-8-0 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y):[2:0-5-14,Edge],[9:0-5-14,Edge]
•
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.78 Vert(LL) -0.12 11-13 >999 360 MT20 197/144•
• (Ground Snow=55.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -0.34 11-13 >985 240
TCDL 10.0 Rep Stress Ina NO WB 0.17 Horz(TL) 0.11 9 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:138 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-8-6 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4-1-5 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing.
SLIDER Left 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6 WEBS 1 Row at midpt 6-13
REACTIONS (lb/size) 2=1767/0-5-8,9=1767/0-5-8
Max Horz2=79(LC 7)
Max Uplift2=-197(LC 8),9=-196(LC 9)
Max Grav2=2155(LC 2),9=2155(LC 3)
•
FORCES (lb)-Maximum Compression/Maximum Tension
• TOP CHORD 1-2=0/12,2-3=-3041/751,3-4=-2738/776,4-5=-2585/746,5-6=-2294/731,6-7=-2575/744,7-8=-2737/776,8-9=-3039/751,9-10=0/12
BOT CHORD 2-13=-529/2449,12-13=-404/2237,11-12=-404/2237,9-11=-529/2448
WEBS 4-13=-213/311,5-13=-25/353,6-13=-357/418,6-11=-37/373,7-11=-245/281
NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 lb uplift at joint 2 and 196 lb uplift at joint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Wright Hill II
0710252J HO1GR HIP
.Job Reference(optional)
Universal Forest Products,Belchertown.MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08:56.37 2008 Page 1
-1-4-0 6-0-0 14-0-0 22-0-0 28-0-0 29-4-0
1-4-0 6-0-0 8-0-0 8-0-0 6-0-0 1-4-0
.,tale=1 50 3
6x12
6x12
4 6
600 12
•
•
3
W1 32 W3 W4
T3
HW1 Mw2
2 8
e,
1..
Pi
•
•
• - 4x6 4x6 446 446 •
]x16- 13 14 12 15 11 16 17 18 10 19 20 7116
THJA26 LUS24 840 5412101118H LU524 LUS24 LUS24 8x8 LUS24 THJA26
LUS24 LUS24
9-4-0 18-8-0 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y):_12:0-0-1,0-3-2],[4:0-6-0,0-3-2],[6:0-6-0,0-3-2],[8:0-0-1,0-3-2]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.31 10-12 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.81 Vert(TL) -0.47 10-12 >713 240 MI118H 141/138
TCDL 10.0 Rep Stress lncr NO WB 0.53 Horz(TL) 0.10 8 n/a n/a
BCLL 0.0 Code IBC2003/TPI2002 • (Matrix) Weight:279 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-11-4 oc purlins,except
BOT CHORD 2 X 6 SPF 2100F 1.8E 2-0-0 oc purlins(4-0-1 max.):4-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2 X 4 SPF No.2 3-4-6,Right 2 X 4 SPF No.2 3-4-6
REACTIONS(lb/size) 2=4331/0-5-8,8=4324/0-5-8
Max Horz2=-51(LC 8)
Max Uplift2=-714(LC 7),8=-713(LC 8)
Max Grav2=4851(LC 2),8=4844(LC 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/26,2-3=-8029/1261,3-4=-7833/1276,4-5=-9751/1618,5-6=-9751/1619,6-7=-7832/1276,7-8=-8028/1261,8-9=0/26
BOT CHORD 2-13=-1106/6878,13-14=-1106/6878,12-14=-1106/6878,12-15=-1736/10618,11-15=-1736/10618,11-16=-1736/10618,16-17=-1736/10618,17-18=-1736/10618,10-18=-1736/10618,
10-19=-1059/6876,19-20=-1059/6876,8-20=-1059/6876
WEBS 4-12=-708/4327,5-12=-1357/251,5-10=-1357/251,6-10=-709/4330
NOTES
1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows:
Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have
been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS(low-rise); Lumber DOL=1.60 plate grip DOL=1.33.
4)TCLL:ASCE 7-02:Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
loads.
7)Provide adequate drainage to prevent water ponding.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)All plates are MT20 plates unless otherwise indicated.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 lb uplift at joint 2 and 713 lb uplift at joint 8.
11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
13)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 6-0-6 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),
JO1GR(1 ply 2 X 6 SPF) to front face of bottom chord.
14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to
19-11-4 to connect truss(es)J01(1 ply 2 X 4 SPF) to front face of bottom chord.
15)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 21-11-10 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),
JO1GR(1 ply 2 X 6 SPF) to front face of bottom chord.
16)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1)Snow:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-4=-97,4-6=-97,6-9=-97,2-8=-20
Concentrated Loads(lb)
Vert:11=-415(F)13=-1109(F)14=-415(F)15=-415(F)16=-415(F)17=-415(F)18=-415(F)19=-415(F)20=-1109(F)
r=.
•
Job Truss Truss Type Qty Ply Wright Hill II
0710252J H01 HIP 2 1
Job Reference(optional)
Universal Forest Products.Beichertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Fri May 23 08:56.36 2008 Page 1
-1-4-0 8-0-0 14-0-0 20-0-0 28-0-0 29-4-0
1-4-0 8-0-0 6-0-0 6-0-0 8-0-0 1-4-0
Scale=1 50 3
518
304 5x8
4 5 s
•. .
6.00 12
7
Wi 4w2 W3 W4
0
Ti T3
HWi HW2
8
9 a
•d1
4x4 4x4 4x4 4x4
6. 12 11 10 6x9
314 3x10111205 314
9-4-0 18-8-0 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y):[2:0-5-14,Edge],[8:0-5-14,Edge]
LOADING(psf) SPACING 2-0-0 CSI DE• L in (loc) I/deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 10-12 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 1.00 Vert/TL) -0.42 10-12 >807 240 MII20H 148/108
TCDL 10.0 Rep Stress!nor NO WB 0.62 HOrz(TL) 0.13 8 n/a n/a
BCLL 0.0 Code IBC2003/TP12002 (Matrix) • Weight:125 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2*Except* TOP CHORD Sheathed or 3-3-14 oc purlins,except
T2 2 X 4 SPF No.2 2-0-0 oc purlins(2-8-15 max.):4-6.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-0 oc bracing.
• WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 6 SPF No.2 4-6-11,Right 2 X 6 SPF No.2 4-6-11
REACTIONS (lb/size) 2=1767/0-5-8,8=1767/0-5-8
Max Horz2=-64(LC 6)
Max Uplift2=-181(LC 8),8=-181(LC 9)
Max Grav2=2229(LC 2),8=2229(LC 3)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/12,2-3=-3150/709,3-4=-2850/732,4-5=-2699/744,5-6=-2699/744,6-7=-2850/732,7-8=-3149/709,8-9=0/12
BOT CHORD 2-12=-472/2552,11-12=-600/2995,10-11=-600/2995,8-10=-472/2552
WEBS 4-12=-28/790,5-12=-831/168,5-10=-831/168,6-10=-28/790
• NOTES
1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber
DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)TOLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live
loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)All plates are MT20 plates unless otherwise indicated.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 2 and 181 lb uplift at joint 8.
9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TO w/2-10d nails.
LOAD CASE(S)Standard
Shi1w ing Summary DATE05/23/08 PAGE 2
REQ.QUOTE DATE 1 / / ORDER# 0710252J
ftc Universal ORDER DATE 05/20/08 QUOTE# 07102528
Forest DELIVERY DATE 05/27/08 CUSTOMER ACCT# RUGLRUGG
DATE OF INVOICE / / CUSTOMER PO# H8991ADC
Products,,, ORDERED BY Andy INVOICE#
UFP ORDER# TERMS
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDANT Andy SALES REP Mike Eskett
Phone:413-323-7247 Fax 413-323-5257 JOBSITE PHONE# SALES AREA
s ,
Rugg Lumber Granby JOB NAME:Wright Hill II LOT# 5 SUBDIV:
2 50 West State Street MODEL:Craftsman TAG: JOB CATEGORY:
D
T Granby, MA 01033 DELIVERY INSTRUCTIONS:
o ' (413)467-9121 Andy P413-824-9224.Tues delivery good per Mike email 5/22
s `Wright Hill II
P SPECIAL INSTRUCTIONS:
Lot 5/51 Olander Drive
o Northampton, MA 01060
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-04-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE TJR 02/15/08
IRC2006/TP12002 END CUT RETURN 1 LAYOUT TJR 02/15/08
PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 2 JOBSITE 1 CUTTING TJR 02/15/08
Truss Height
ITEMS
QTY ITEM TYPE I SIZE I LENGTH I PART NUMBER' NOTES
FT-IN-16
14 Hanger LUS24 SIM LUS24
4 Hanger THJA26 SIM THJA26
1 Literature Truss Drawing Packet 60106 I Truss Drawing Packet
1 Literature Truss Placement Plan 60107 I Truss Placement Plan
Total QTY: 67
THE ABOVE LISTED ITEM HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED)
Received By(Signature):
Received By(Print Name):
Company(Print Name):
Driver: Date:
Shipping Summary X4(4.—/p...11t) DATE 05/23/08 PAGE 1
F REQ.QUOTE DATE / / ORDER# 0710252J
Universal ORDER DATE 05/20/08 QUOTE# 07102528
Forest ,DELIVERY DATE 05/27/08 CUSTOMER ACCT# RUGLRUGG
DATE OF INVOICE / / CUSTOMER PO# H8991ADC
,; ORDERED BY Andy INVOICE#
Products UFP ORDER# TERMS
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDANT 1 Andy SALES REP Mike Eskett
Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# SALES AREA
s
Rugg Lumber Granby JOB NAME:Wright Hill II LOT# 5 SUBDIV:
2 50 West State Street MODEL:Craftsman TAG: JOB CATEGORY:
D
T ! Granby, MA 01033 DELIVERY INSTRUCTIONS:
o (413)467-9121 ASAP
Andy 413-824-9224.Tues delivery good per Mike email 5/22
H Wright Hill II
P Lot 5/51 Olander Drive SPECIAL INSTRUCTIONS:
T• Northampton, MA 01060
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-04-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE TJR 02/15/08
IRC2006/TP12002 END CUT RETURN LAYOUT TJR 02/15/08
PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 2 JOBSITE 1 CUTTING TJR 02/15/08
ROOF TRUSSES LOADING TCLL-TCDL BCLL-BCDL STRESS INCR.INFORMATION 5 555.0,10.0,000,11 0.0 ', 1.15 I - ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.)
I PROFILE I QTY.' PITCH I TYPE BASE I 0/A LUMBER OVERHANG I CANTILEVER STUB
PLY TOP I BOT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT Truss Height
2 6.00 0.00 01 28-00-00 28-00-00 2 X 6 2 X 4101-04-00 01-04-00 05-02-02
2 HIP
2 Ply' 0.00 HO1GR 28-00-00 1 28-00-00 2 X 6',2 X 6101-04-00 01-04-00 04-02-02
. l � 2 6.00' 0.00 H02 28-00-00 28-00-00 2 X 612 X 4
HIP
o1-oa-oo o1-oa-oo 1 06-02-02
�t HIP ,
2 6.00 0.00 H03 28-00-00 ! 28-00-00 2 X 4'2 X 4 01-04-00 '01-04-00 07-00-00
MONO TRUSS
18 6.00 0.00 J01 06-00-00 06-00-00 2 X 412 X 4 01-04-00 04-00-00
MONO TRUSS
4 4.24 0.00 JO1GR 08-04-05 08-04-05 2 X 4 2 X 6101-10-10 03-11-07
JACK
4' 8 6.00' 0.00! J02 03-10-15 03-10-15 2 X 412 X 4',01-04-00 02-11-08
JACK
2 3.54' 0.00' JO2GR 07-11-00 07-11-00 2 X 6',2 X 4102-04-05 03-06-01
JACK 01-11-08
8 6.00' J03 01-10-15 01-10-15 2 X 4!2 X 4'.01 04-00 ','
.;Itia_ii:
JACK
4 5.00 0.00 J04 01-07-03 01-07-03 2 X 612 X 4 01-08-00 01-10-05
JACK 02-08-05
4 5.00 0.00 J05 03-07-03 03-07-03 2 X 612 X 4 01-08-00 i
JACK
5 5.00 0.00 J06 05-08-04 05-08-04 2 X 612 X 4101-08-00 ' ! 1 03-06-12
i
COMMON
✓ 4 L 6.00, 0.00 T01 28-00-00 28-00-00 2 X 612 X 4',01-04-00 101-04-00 I 08-02-02
Total QTY: 67
Truss Height
ITEMS
QTY ITEM TYPE I SIZE I LENGTH I PART NUMBER NOTES
1 Literature BCSI-B1 Summary Sheet 60100 Commentary and Recommendations for Handling,Installing&
Bracing Metal Plate Connected Wood Trusses
Order Number:B1WARN11x17 031125