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SEE FRAMER'S POCKET GUIDE
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$3-1114
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
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Roof Data Output: H:\BIDS\Q708816\Q708816.EFM
Linear Items
Eaves Line
191'll"14
Gable Line
33316118
Ridge Line :
76191114
Hip Line
78111113
Valley Line
1016"1
Wallplate
30014110
Batten :
3154110114
Areas
Roof Area 3208.59
Ceiling Area 83.56
Counted Items
Batten Nails 1305
Job
Truss
Truss Type
Oly
Ply
DEBSON RES.
Q708816
Al G
ROOF TRUSS
1
1
.lob Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
6.500 s Dec 14 2006 MiTek Industries, Inc. Mon Jun 0410:54:51 2007 Page 1
-2-" 7-0-0 14-0-0 16-0-0
2-0-0 7-" 7-0-0 2-0-0
Sw* a 129.1
44 =
mk
14-0-0
14-0-0
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase
1.15
TC 0.71
Vert(LL)
-0.14
9
rdr
90
Mf20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.30
Vert(TL)
-0.15
9
n/r
80
BCLL 0.0
Rep Stress lncr
NO
WB 0.08
Horz(TL)
0.00
8
n/a
n/a
BCDL 8.0
Code 1RC2003/TP12002
(Matrix)
Wind(LL)
0.05
9
n/r
120
Weight: 49lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 2=395114-0-0, 8=395/14-0-0, 12=177/14-0-0, 13=211/14-0-0, 14=198/14-0-0, 11=211/14-0-0, 10=198/14-0-0
Max Horz 2=71(LC 7)
Max llplift2=114(LC 7), 8=127(LC 8), 13=51(LC 7), 14=-113(LC 9), 11=-50(LC 8), 10=113(LC 9)
Max Grav2=590(LC 2), 8=590(LC 3),12=177(LC 1),13=323(LC 2), 14=277(LC 2), 11=323(LC 3),10=277(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/140, 2-3=134/47, 3-4=83/63, 4-5=87/81, 5-6=87/76, 6-7=83/43, 7-8=-134/47, 8-9=0/140
BOT CHORD 2-14=2169, 13-14=2/69, 12-13=2/69, 11-12=2/69, 10-11=2/69, 8-10=2/69
WEBS 5-12=150/0, 4-13=273/57, 3-14=289/49, 6-11=273/56, 7-10=289/49
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category fi; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) Truss designed for wirid loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
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 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2,127 lb uplift at joint 8, 51
lb uplift at joint 13,113 lb uplift at joint 14, 50 lb uplift at joint 11 and 113 lb uplift at joint 10.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSONRES.
0708816
131G
ROOF TRUSS
1
1
Job Reference tional
STOCK COMPONENTS-[F, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 Wek MUSt ses, Inc. Mon Jun 0410:54W M07 Page 1
5-0-5 9-6-3 14-0-0 18-5-13 , 22-11-11 28-0-0 30-0-0
24-0 5-0-5 4-5-13 4-5-13 4-5-13 4-5-13
&a =
3x4 = 3x8 = 5x5 = 3x4 =
5-0-5 2-0-0
Scale a 1:51.4
7-3-4 14-0-0 20-8-12 28-0-0
7-3-4 6-8-12 6-8-12 7-3-4
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase
1.15
TC 0.81
Vert(LL) 0.08
8-10 >999 240
W20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.39
Vert(TL) -0.12
8-10 >999 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.96
Horz(TL) 0.01
8 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 146lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2 X 4 SPF-S Stud/Std
10-0-0 oc bracing: 10-12,8-10.
OTHERS 2 X 4 SPF-S Stud/Std
WEBS
1 Raw at midpt 6-12
REACTIONS (Ib/size) 2=453/14-3-8, 16=452/14-3-8, 12=1388/14-3-8, 8=765/0-3-8, 13=-10/14-3-8, 14=44/14-3-8, 15=21/14-3-8, 17=29/14-3-8, 18=32/14-3-8, 19=34/14-3-8
Max Horz 2=108(LC 7)
Max Uplift2=-139(LC 7), 16=140(LC 7), 12=73(LC 8), 8=-147(LC 8), 13=15(LC 3), 19=-141(LC 9)
Max Grav2=754(LC 2), 16=894(LC 2), 12=1630(LC 3), 8=1146(LC 3), 13=4(LC 8), 14=95(LC 4), 15=50(LC 4), 17=65(LC 4), 18=80(LC 9), 19=78(LC 4)
FORCES (lb) - NWAmum Compressioft&Wmum Tension
TOP CHORD 1-2=0/140, 2-3=A44/143, 3-4=18/288, 4-5=40/440, 5-6=0/532, 6-7=716/78, 7-8 1-1162185, 8-9=0/141
BOT CHORD 2-19=111/261, 18-19=-111/261, 17-18=-111/261, 16-17=111/261, 15-16=-252/130, 14-15=252/130, 13-14=252/130,
12-13=-252/130, 11-12=0/286, 10-11=0/286, 8-10=0/896
WEBS 3-16=-577/114, 4-16=512/205, 4-12=-25963, 5-12=-698/19, 6-12=958/115, 6-10=01557, 7-10=-545/97
NOTES
1) Wind: ASCE 7-98; 90mph; h=25f ; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail"
3) TCLL: ASCE 7-98; PV=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
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 1.5x4 MT20 unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Gable studs spaced at 2-0-0 oc.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2,140 lb uplift at joint 16,
73 lb uplift at joint 12, 147 lb uplift at joint 8,15 lb uplift at joint 13 and 141 lb uplift at joint 19.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSON RES.
0708816
B2
ROOF TRUSS
3
1
Job Reference tional
o i uur% uL mrurirm i a-ir, iaam rims, w aawa, %,WY vusun o.auu s ueo iq cwo iw i eM aazusznes, uar. noon .iun ug 1 v.=:w c "1 rage i
-2-M i 7-3-4 1440-0 20-8-12 28-0-0 30-0-0
2-0-0 7-3-4 6-8-12 6-8-12 7-3-4 2-0-0
Scale a 1:51 A
Bx12 MT2UH I I
4
1.5x4 11 IS = 3X6 = 1.5z4 11
7-3-4 14-0-0 20-8-12 28-0-0
7-3-4 6-8-12 6-8-12 7-3-4
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase
1.15
TC 0.96
Vert(LL)
-0.14
10
>999
240
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.57
Vert(TL)
-0.26
2-11
>999
180
MT20H 127/93
BCLL 0.0
Rep Stress lncr
YES
WB 0.82
Horz(TL)
0.10
6
n/a
n/a
BCDL 8.0
Code IRC2003lrP12002
(Matrix)
Weight: 103lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied.
SOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std -Except-
W2 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 2=1603/0-3-8, 6=1603/0-3-8
Max Horz 2=108(LC 7)
Max Uplift2=-172(LC 7). 6=-172(LC 8)
Max Grav2=1959(LC 2), 6=1959(LC 3)
FORCES (lb) - Maximum CompressioNMaximum Tension
TOP CHORD 1-2=01141, 2-3=2792/129, 3-4=-17111136, 4-5=1711/136, 5.6=2792/129, 6-7=0/141
BOT CHORD 2-11=-109/2301,10-11=-109/2301, 9-10=-19/2301, 8-9=19/2301, 6-8=19/2301
WEBS 3-11=0/269, 3-10=1195/124, 4-10=8/845, 5-10=1195/125, 5-8=0/269
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PF35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads.
6) All plates are W20 plates unless otherwise indicated.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 2 and 172 lb uplift at joint 6.
8) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
133
ROOF TRUSS
9
1
Jab Refoame tlarral
STOCK COWONENTS-lF, Idaho Falls. ID 83403. Clay Gussdn 6.500 s Dec 14 2006 Welt Industries, W— Mon Jun 0410:55:04 2007 Page 1
7-3-4 i 14-0-0 20-8-12 i 28-0-0 i 30-0-0
7-3-4
6-8-12
8x12 MT20H I I
64W 2
1.5x4 11 US = US = 1.5x4 11
7-3-4 2-M
Scab: 1/4"a1'
7-3-4 14-0-0 20-8-12 28-0-0
7-3-4 64!l-12 6-8-12 7-3-4
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.96
Vert(LL) -0.18
1-10 >999 240
MT20 1691123
TCDL 8.0
Lumber Increase 1.15
BC 0.76
Vert(TL) -0.31
1-10 >999 180
MT20H 127/93
SCLL 0.0
Rep Stress lncr YES
WB 0.86
Horz(TL) 0.10
5 n/a Na
BCDL 8.0
Code IRC20031TPI2002
(Matrix)
Weight: 100lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E'Except'
TOP CHORD
Structural wood sheathing directly applied.
T2 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
SOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF-S Stud/Std 'Except'
W2 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=1401/0-5-8, 5=1607/0-3-8
Max Horz 1=-120(LC 8)
Max Uplift1=88(LC 7), 5=173(LC 8)
Max Grav 1=1647(LC 2). 5=1958(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=2849/157, 2-3=-1719/137, 3-4=-1717/143, 4-5=-2789/130, 5-6=0/l41
BOT CHORD 1-10=138/2359, 9-10=-138/2359, 8-9=-27/2297, 7-8=-27/2297, 5-7=27/2297
WEBS 2-10=0/270, 2-9=-1253/150, 3-9=18/855, 4-9=11911124, 4-7=0/269
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
5) This miss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb, uplift at joint 1 and 173 lb uplift at joint 5.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSON RES.
0708816
64G
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
6.500 s Dec 14 2006 MiTek tndustries, Ina Mon Jun 0410:55.07 2007 Page 1
10-0-0 12-0-0
' 10-0-0 240-0
scale:10.1,
10-0-0
LOADING (pst)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase
1.15
TC 0.71
Vert(LL)
-0.12
7
n/r
90
W20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.31
Vert(TL)
-0.13
7
n/r
80
BCLL 0.0
Rep Stress Incr
NO
WB 0.14
Horz(TL)
0.00
6
n/a
nla
Rrni A n
Code IRC2003/TP12002
(Matrix)
Wind(LL)
0.05
7
n/r
120
Weight: 40lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 2 X 4 SPF 165OF 1.5E verticals.
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 12=81/10-0-0, 6=375/10-0-0, 11=211/10-0-0, 10=197/10-0-0, 9=235110-0-0, 8=85/10-0-0
Max Horz 12=189(LC 8)
Max Uplift12=-16(LC 8), 6=77(LC 8), 11=32(LC 8). 10=30(LC 8), 9=53(LC 8), 8=192(LC 9)
Max Gravl2=118(LC 3), 6=572(LC 3), 11=307(LC 3), 10=286(LC 3), 9=345(LC 3), 8=112(LC 3)
FORCES (Ib) - Maximum CompressiordlYlaximum Tension
TOP CHORD 1-12=-103/22, 1-2=-67143, 2-3=-62/56, 3-4=81/54, 4-5=116164, 5-6=-135/26, 6-7=0/140
BOT CHORD 11-12=0/188, 10-11=0/188, 9-10=0/188, 8-9=0/188, 6-8=0/188
WEBS 2-11=275/54, 3-10=-261/52, 4-9=-287162, 5-8=-179/86
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
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 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 12, 77 lb uplift at joint 6, 32
lb uplift at joint 11. 30 lb uplift at joint 10, 53 lb uplift at joint 9 and 192 lb uplift at joint 8.
11) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qly
Ply
DEBSON RES.
0708816
C1G
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403. Clay Gustin 6.500 S DW 14 2006 NTek Inaustnes, Inc. Mors Jun U41 abb:11 zM1 Page 1
20-4-0 244-0 264-0
20-4-0
24-4-0
3*1 =
W =
440-0 24)-0
Scalp a 1:43.3
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.71
Vert(LL)
-0.12
15
n/r
90
MT20 1691123
TCDL 8.0
Lumber Increase 1.15
BC 0.31
Vert(TL)
-0.13
15
n/r
80
BCLL 0.0
Rep Stress Incr NO
WB 0.07
Horz(TL)
0.00
14
n/a
n/a
ar_nl R n
Code IRC2003/TPi2002
(Matrix)
Wind(LL)
0.05
15
n/r
120
Weight: 77 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 2 X 4 SPF 1650F 1.5E verticals.
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 28=103/24-4-0,17=229/24-4-0,19=197/24-4-0, 20=206/24-4-0, 21=204/24-4-0, 22=204/24-4-0, 23=204/24-4-0,
24=204/24-4-0, 25=205/24-4-0, 26=198/24-4-0, 27=227/24-4-0, 16=85/24-4-0, 14=380124-4-0
Max Horz 28=-102(LC 8)
Max tlplift28=15(LC 5), 17=30(LC 8), 19=20(LC 7), 20=20(LC 5). 21=20(LC 7), 22=20(LC 5), 23=20(LC 7), 24=20(LC 5).
25=19(LC 7), 26=21(LC 5), 27=16(LC 7),16=-193(LC 9), 14=126(LC 8)
Max Grav28=128(LC 2), 17=247(LC 3), 19=262(LC 2), 20=250(LC 2), 21=252(LC 2), 22=252(LC 2), 23=253(LC 2), 24=253(LC
2), 25=255(LC 2), 26=247(LC 2), 27=284(LC 2), 16=122(LC 3), 14=572(LC 3)
FORCES (lb) - Maximum CompressioaWaximum Tension
TOP CHORD 1-28=110/21, 1-2=-1417, 2-3=-14f7, 3-4=-1417, 4-5=-14/7, 5-6=14/7, 6-7=-14/7. 7-8=14/7, 8-9=14/7, 9-10=1417,
10-11=14/7, 11-12=18/8, 12-13=-60/53, 13-14=99/23, 14-15=0/140
BOT CHORD 27-28=0/94, 26-27=0/94, 25-26=0/94, 24-25=0/94, 23-24=0/94, 22-23=0/94, 21-22=0/94, 20-21=0/94, 19-20=0/94, 18-19=0/94
, 17-18=0/94, 16-17=0/94, 14-16=0/94
WEBS 12-17=488/39, 11-19=231/40, 10-20=217/39, 8-21=221/39, 7-22=220/39, 6-23=221/39, 5-24=221/39, 4-25=223/39,
3-26=-215/38, 2-27=251/42, 13-16=190/87
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail"
3) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.; L= 45-0-0
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent
with other live loads.
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) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable requires continuous bottom chord bearing.
10) Gable studs spaced at 2-0-0 oc.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 28, 30 lb uplift at joint 17, 20
lb uplift at joint 19, 20 Ib uplift at joint 20, 20 lb uplift at joint 21, 20 lb uplift at joint 22, 20 lb uplift at joint 23, 20 lb uplift at joint 24,19 lb
uplift at joint 25, 21 lb uplift at joint 26,16 lb uplift at joint 27,193 lb uplift at joint 16 and 126 lb uplift at joint 14.
12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q709816
C2
ROOFTRUSS
1
1
Job Reference tional
a 1 wr, ULWrUNM i 5-F,1aano rags, iu ems, Clay Gusan 6.500 s Dec 14 2006 NTek Industries, Inc. Mon Jun 0410,55.13 2007 Page 1
4-0-0 6-8-12 10-0-0 12-0-0
4-0-0 2-8-12 3-3-4 2-0-0
US =
US =
4-0-0 10-0-0
4-0-0 6-0-0
Scab ■ 1:19.9
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.76
Vert(LL) 0.05 4-6 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.26
Vert(TL) -0.05 4-6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.33
Horz(TL) 0.01 4 n/a n/a
BCDL 8.0
Code IRC2003ITPI2002
(Matrix)
Weight 39 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD
REACTIONS (lb/size) 7=467/Mechanical, 4=712/0-"
Max Horz 7=131(LC 8)
Max Uplift7=40(LC 5), 4=121(LC 8)
Max Grav7=509(LC 2), 4=966(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-7=-473/52, 1-2=-401/29, 2-3=-483/17, 3-4=-830/22, 4-5=0/142
BOT CHORD 6-7=0/129, 4-6=3/619
WEBS 1-6=29/451, 2-6=161 /61, 3-6=-298/84
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C, enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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 nonooncurrent with any other live loads.
7) Refer to girder(s) for truss to truss oonnections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 7 and 121 lb uplift at joint 4.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSONRES.
Q708816
C3
ROOF TRUSS
1
1
.lob Reference fianal
.J 1 wn %oUW -"X=N 10}lr, laano Rum, w o3wa, Giay Wsan
44 =
6.5W s Dec 14 2006 MTek Industries, Inc. Mon Jun 0410:55:15 2007 Page 1
2-0-0 5-8-12 10-0-0 12-0-0
2-0-0 3-8-12 4-3-4 2-0-0
4x5 = S=19 = 1:22.3
2-0-0 i 10-0-0
2-M 8-0-0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.76
Vert(LL) 0.08 4-6 >999 240
MT20 169/123
TCDL 6.0
Lumber Increase 1.15
BC 0.30
Vert L -0.15 4-6 >765 180
BCLL 0.0
Rep Stress Incr YES
WB 0.43
Horz(TL) 0.01 4 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 42lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD
REACTIONS (Ib/size) 7=467/Mechanical, 4=712/0-5-8
Max Horz 7=160(LC 8)
Max Uplift7=41(LC 8), 4=117(LC 8)
Max Grav7=484(LC 3), 4=1035(LC 3)
FORCES (lb) - Maximum Compression/Ma)dmum Tension
TOP CHORD 1-7=478/21, 1-2=-264/15, 2-3=-404/0, 3-4=933/19, 4-5=0/142
BOT CHORD 6-7=2t158, 4-6=0/706
WEBS 1-6=-28/581, 2-6=-192(71, 3-6=512/80
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 7 and 117 lb uplift at joint 4.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
CR1
ROOF TRUSS
1
1
Job Refe woe(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 63403, Clay Gustin 6.500 s Dec 14 2006 MiTek Industries, Ina Mon Jun 0410:55:17 2007 Page 1
-2-9-15 5-9-11 11-2-4 ,
2-9-15
5-9-11
5-4-9
5-9-11 11-2-4
5-9-11 5-4-9
Scale=1:22.9
4411
LOADING (psf)
SPACING 1-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.72
Vert(LL)
-0.04
6
>999
240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.40
Vert(TL)
-0.06
5-6
>999
180
SCLL 0.0
Rep Stress Incr NO
WB 0.41
Horz(TL)
0.01
5
n/a
n/a
w.nl R n
Code IRC2003/TP12002
(Matrix)
Weight 52 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E
TOP CHORD
BOT CHORD 2 X 6 DF No.2
WEBS 2 X 4 SPF-S Stud/Std 'Except'
BOT CHORD
W3 2 X 4 SPF 165OF 1.5E
WEBS
REACTIONS (lb/size) 5=1014/Mechanical, 2=685/0-7-12
Max Horz2=195(LC 5)
Max Uplift5=158(LC 5), 2=84(LC 5)
Max Gravy=1128(LC 2), 2=896(LC 2)
FORCES (lb) - Maximum Compression&ia)dmum Tension
TOP CHORD 1-7=0/70, 2-7=0/77, 2-3=1395/7, 3-4=310/51, 4-5=538/149
BOT CHORD 2-6=-153/1259, 5-6=153/1259
WEBS 3-6=0N 80, 3-5=-1203/133
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Raw at midpt 3-5
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 5 and 84 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) 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 1-7=-43
Trapezoidal Loads (plf)
Vert: 7=0(F=22, B=22)-to-4=-241(F=-99, B=-99), 2=-1(F=3, B=3)-to-5=-45(F=-18, B=-18)
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
D1
ROOF TRUSS
1
2
Job Reference tional
STOCK COMPONENTS -IF, Idaho Fails, ID 83403. Clay Gustn 6.500 s Dec 14 2006 MiTek Industries, Inc. Mon Jun 0410:55:18 2007 Page 1
5-0-15 10-0-1 14-9-8 1944 24-9-8 26-9-8
3X4 11
1
5-0-15 4-11-3 4-9-7 4-6-12
4)2 =
2
4A = 4X4 =
3 4
5-54 2-0-0
Scab = 1:44.4
N
a
4X4 = zM 11 4X4 = =U = 4W = zo II
5-0-15 10-0-1 14-9-8 19-4-4 24-9-8
5-0-15 4-11-3 4-9-7 4-6-12 5-5-4
LOADING (pst)
TCLL 35.0
SPACING 1-0-0
CSI
DEFL
in (loc)
I/defl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.42
Vert(LL)
-0.07 10-11
>999
240
W20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.33
Vert(TL)
-0.12 10-11
>999
180
BCLL 0.0
Rep mess Incr NO
WB 0.81
Horz(TL)
0.03 6
n/a
n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight 257Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 2 X 6 DF No.2 verticals.
WEBS 2 X 4 SPFS Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 13=2338/0-5-8, 6=1473/0-5-8
Max Horz 13=95(LC 8)
Max Uplift13=221(LC 5). 6=145(LC 8)
Max Grav13=2513(LC 2), 6=1558(LC 3)
FORCES (lb) - Maximum Compressionit4aximum Tension
TOP CHORD 1-13-158/22, 1-2---46/5, 2-3=-2791/249, 3-4=-2268/208, 4-5=-2583/226, 5-6=2694/203, 6-7=0R6
BOT CHORD 12-13=-128/2050, 11-12=-128/2050, 10-11=-193/2791, 9-10=153/2348, 8-9=-153/2348, 6-8=-153/2348
WEBS 2-13=-2806/248, 2-12-58/915, 2-11=-95/1038, 3-11=-21/222, 3-10=736/63, 4-10=63/953, 5-10=-210/114, 5-8=-71/57
NOTES
1) 2-ply truss to be connected together with 10d (0.131'50') nails as follows:
Top chords connected as follows: 2 X 4 -1 raw at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9-0 oc.
Webs connected as follows: 2 X 4 -1 raw 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 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8pst,, Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 13 and 145 lb uplift at joint
6.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
11) Girder carries tie-in span(s): 8-0-0 from 0-0-0 to 14-9-8
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pif)
Vert 1-4=-43, 4-7=-43, 10-13=-175(F=167), 6-10=8
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
D10
ROOF TRUSS
1
1
Job Reference (optional)
57FWK GOMPUNENT5-IF, Idano Falls, ID 83403, Clay Gustin
6.500 s Dec 14 20M MiTek Industries, Inc. Mon Jun 0410:55:21 2007 Page 1
6-10-6 , 13-2-4 , 16-0-0 V-Q-0 22-1-13 27-3-11 33-0-0 , 35-0-0
6-10-6 6-3-14 2-9-12 1-0-0 5-1-13 5-1-13 5-8-5 2-"
Scale = 1:57.7
64 =
4x4 =
1.6m 11 M= SA= M= U4= U4=
6-10-6 13-2-4 , 16-0-0 117-0,0 24-8-12 33-0-0 ,
6-10-6 6-3-14 2-9-12 1-0-0 7-8-12 8-3-4
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.89
Vert(LL) -0.14
1-16 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.56
Vert(TL) -0.23
1-16 >693 180
BCLL 0.0
Rep Stress Incr YES
WB 0.99
Horz(TL) 0.04
9 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight 149 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std "Except*
WEBS
1 Row at midpt 2-15, 3-15
W5 2 X 4 SPF 165OF 1.5E, W6 2 X 4 SPF 1650F 1.5E
W5 2 X 4 SPF 165OF 1.5E, W7 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 1=479/Mechanical, 15=1975/0-5-8, 9=108010-5-8
Max Horz 1-130(LC 8)
Max Uplift1=34(LC 7),15=115(LC 7), 9=-176(LC 8)
Max Gravl=803(LC 2), 15=1977(LC 2), 9=1647(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2-1060/111, 2-3=14/490, 3A=-169/135, 4-5=137/125, 5-6=536/123, 6-7=1492/134, 7-8=1646/118, 8-9=2148/143,
9-10=0/142
BOT CHORD 1-16-72/781,15-16-721781,14-15=337/153,13-14=15/323,12-13=0/1063,11-12=0/1063, 9-11=-24/1752
WEBS 2-16=0/263, 2-15=1218/143, 3-15=1478/101, 3-14=6/1180, 4-14=127/179, 5-14=1308/70, 5-13-26/880, 6-13-1072/133,
6-11=0/636, 8-11-606/112
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; NWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift atjoint 1,115 lb uplift at joint 15 and
176 lb uplift at joint 9.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
D11
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 MTek Industries, Inc. Mon Jun 0410:55:27 2007 Page 1
7-3-4 14-0-0 19-M 25-8-12 33-0-0 , 35-0-0 ,
7-3-4 6-8-12 5-0-0 6-8-12
5x10 = 7x12 MT78H=
W = 1.5x4 11 4x4 = IS = 36 = 1.5x4 11
7-3-4 2-0-0
Scale a 117.8
7-3-4 14-M i 19-0-0 25-8-12 i 33-0-0
7-3-4 648-12 5-0-0 6-8-12
7-3-4
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CS!
DEFL in
(loc) I/dell Ud
PLATES
GRIP
(Roof Snow--35.0)
plates Increase 1.15
TC 0.92
Vert(LL) -0.24
1-12 >999 240
MT20
169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.94
Vert(TL) -0.40
1-12 >988 180
MT18H
169/123
BCLL 0.0
Rep Stress Incr YES
WB 0.81
Horz(TL) 0.15
6 n/a nla
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight 130lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E -Except-
TOP CHORD
Structural wood sheathing directly applied.
T1 2 X 4 SPF 2100F 1.8E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except
BOT CHORD 2 X 4 SPF 165OF 1.5E
2-2-0 oc bracing: 1-12.
WEBS 2 X 4 SPF-S Stud/Std 'Except'
WEBS
1 Raw at midpt 3-9
W2 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E
W2 2 X 4 SPF 165OF 1.5E
WEDGE
Left 2 X 6 DF No.2
REACTIONS (lb/size) 1=1661/Mechanical, 6=1872/0-5-8
Max Horz 1=120(LC 8)
Max Uplift1=94(LC 7), 6=180(LC 8)
Max Grav 1=2092(LC 2), 6=2400(LC 3)
FORCES (lb) - Maximum Compression/Ma)dmum Tension
TOP CHORD 1-2=3844/172, 2-3=-2642/141, 3-4=2139/150, 4-5=2593/130, 5-6=-3688/136, 6-7=0/142
BOT CHORD 1-12=-151/3252, 11-12=151/3252, 10-11=17/2168, 9-10=17/2168, 8-9=-11/3085, 6-8=11/3085
WEBS 2-12=01275, 2-11 =- 1226/153, 3-11=-17/671, 3-9=-496/476, 4-9=5/579, 5-9=4078/121. 5-8=0/267
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11, Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 1 and 180 lb uplift at joint 6.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIITPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
D12
ROOF TRUSS
1
1
Job Reference o Gonal
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 MiTek Industries, Inc. Mon Jun 0410:55:30 2007 Page 1
6-3-4 12-M 16-6-0 21-0-0 26-8-12 33-0-0 35-0-0
6-3-4 5-8-12 4-6-0 4-6-0 5-8-12
4x10 =
3x4 = 4x10 =
4 5
6-3-4 2-0-0
scab . 1:57.8
W = 1.5x4 11 3x10 = 42 = 3x10 = 1.5x4 11 6)z =
6-3-4 12-0-0 21-M 26-8-12 33-0-0
6-3-4 5-8-12
9-0-0
5-8-12 6-3-4
q
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.84
Vert(LL)
-0.24 10-12 >999 240
W20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.90
Vert(TL)
-0.5510-12 >716 180
BCLL 0.0
Rep Stress Incr YES
WB 0.92
Horz(TL)
0.16 7 n/a n/a
BCDL 8.0
Code IRC20031TP12002
(Matrix)
Weight 130 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/SW 'Except*
WEBS
1 Row at midpt 2-12
W4 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 1650F 1.5E
WEDGE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF No.2
REACTIONS (Ib/size) 1=1661/Mechanical, 7=187210-5-8
Max Horz1=109(LC 8)
Max Uplift1=84(LC 7), 7=169(LC 8)
Max Grav 1 =2183(LC 2). 7=2492(LC 3)
FORCES (lb) - Maximum CompressiordMaximum Tension
TOP CHORD 1-2- 4124/155, 2-3=-3142/121, 3-4=2651/136, 4-5=2594/124, 5-6=-3073/106, 6-7=3932/113, 7-8=0N42
BOT CHORD 1-13=-133/3520, 12-13=-133/3520,11-12=30/2691, 10-11=-30/2691, 9-10=9/3317, 7-9=-9/3317
WEBS 2-13=01195. 2-12=986/138, 3-12=0/766, 4-12=732/100, 4-10=769/102, 5.10-0/774, 6-10=819/103, 6-9=0/185
NOTES
1) Wind: ASCE 7-98; 90mph; h--25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf-35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 1 and 169 lb uplift at joint 7.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qly
Ply
DEBSON RES.
0706816
D13
ROOF TRUSS
1
1
Job ReFerenae tional
o i wn t,vmrtmcry i a-tr, wam raus, w oa%w, uay uusun
maw s uee 14 [uuo roe i ex mu mnes, aw- mm .►un ui+ pram w zwt rage i
5-3-4 10-0-0 1 16-6-0 23-0-0 1 274-12 1 33-"
5-3-4 4-8-12 6-6-0 6-6-0 4-8-12 5-34
Scale =1:55.4
6x10 =
34 = 6x10 =
4x8 = 11 10 9 a 436 =
6x8 = 3x10 = 1.5A II Us WB= 3x10 = 6x8 =
10-0-0 16-6-0 23-0-0 33-0-0
10-0-0 6-6-0 6-6-0 10-0-0
LOADING (psQ
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.87
Vert(LL) -0.31 10 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.84
Vert(TL) -0.60 1-11 >660 180
BCLL 0.0
Rep Stress Incr YES
WB 0.61
Horz(TL) 0.19 7 n/a rVa
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight 124 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std -Except- WEBS 1 Row at midpt 4-11, 4-8
W3 2 X 4 SPF 165OF 1.5E, W3 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF No.2
REACTIONS (Ib/size) 1=1668/Mechanical, 7=1668/0-5-8
Max Horz 1=58(LC 6)
Max Uplift1=72(LC 7), 7=-70(LC 8)
Max Grav 1 =2261 (LC 2), 7=2255(LC 3)
FORCES (lb) - Ma)amum Compression/Maximum Tension
TOP CHORD 1-2=-4279/164, 2-3=3638/146, 3-4=3132/150, 4-5=3092/148, 5-6=3593/144, 6-7=4182/160
BOT CHORD 1-11=162/3715, 10-11=133/3582, 9-10=-133/3582, 8-9=-133/3582, 7-8=-101/3603
WEBS 2-11=-643/138, 3-11=0/824, 4-11=1168/112, 4-10=0/180, 4-8=1200/112, 5-8=0/817, 6-8=561/134
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Ps=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
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 72 lb uplift at joint 1 and 70 lb uplift at joint 7.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
D14
ROOF TRUSS
1
2
Job Reference tionaJ
5 i w^ uum-unr m i emu-, wa o raus, Lu oa w.s, uay uusan
mow s uec 14 zwo 1w i eK mcusmes, rrc. won .run ua 1 u:ati:sa zuut rage 1
5-1-12 10-1-12 15-1-12 20-1-12 - 25-0-0 28-6-12 33-0-0 ,
5-1-12 5-0-0 5-0-0 5-04 4-104 3-6-12 4-5-4
Sale a 1:65.1
4x4 11 Sx10 = LSx4 11 34 = IS = 4x4 =
5x5 =
1 2 3 4 5 6 7
-
4z4
W2
M2v
IW2V.
1 6
w
8
to
17 16 15 14 13 12 11 10 54 411
44 = ZA 11 Sx10 = 2rA I 64 = 04 = 3x10 = 2x4 11
5-1-12 10-1-12 15-1-12 20-1-12 25-0-0 28-6-12 33-0-0
5-1-12 5-0-0 5-0-0 5-0-0 4-10-4 3-6-12 4-5-4
LOADING (psf)
SPACING 1-0-0
CSI
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.85
Vert(LL)
-0.27 12-14 >999 240
Mf20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.68
Vert(TL)
-0.45 12-14 >865 180
BCLL 0.0
Rep Stress Incr NO
WB 0.59
Horz(TL)
0.11 9 nla n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 336 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc pudins, except end
BOT CHORD 2 X 6 DF No.2
verticals.
WEBS 2 X 4 SPF-S Stud/Std *Except-
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
W2 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 165OF 1.5E
W2 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 1650F 1.5E
W2 2 X 4 SPF 165OF 1.5E
REACTIONS (Ib/size) 17=3703MIechanical, 9=3280/0-5-8
Max Horz 17=53(LC 8)
Max Uplift17=609(LC 3), 9=-238(LC 5)
Max Grav 1 7=3861 (LC 2), 9=3280(LC 1)
FORCES (lb) - Maximum Cornpression/tilhaximum Tension
TOP CHORD 1-17=-458/161,1-2=100/25, 2-3=707211110, 3-4=-707211110, 4-5=7936/1234, 5.6=-7936/1234, 6-7-5980/896,
7-8-6676/1006, 8-9=-6681/570
BOT CHORD 16-17=-691/4386, 15-16=691/4386, 14-15=-1299/8298, 13-14-1299/8298, 12-13=1299/8298, 11-12-1234l7936,
10-11-489/5888, 9-10=-489/5888
WEBS 2-17=-5400/839, 2-16=0/238, 2-15=-527/3384, 3-15=-974/354, 4-15=-1544/238, 4-14=0/232, 4-12=-456/82, 6-12=0/411,
6-1 1=-2473/429,7-1 1=011592, 8-11=-527/318, 8-10=-7/163
NOTES
1) 2-ply truss to be connected together with 10d (0.131'50') nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 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 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf, Category Il; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.; L= 45-0-0
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 noneoncurrent with any other live loads.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 17 and 238 lb uplift at joint
9.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Girder carries hip end with 8-0-0 right side setback, 0-0-0 left side setback, and 8-0-0 end setback
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 831 lb down and 522 lb up at 25-0-0
won top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE( Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
D14
ROOF TRUSS
1
2
.lob Reference Banal
5 I UUK C:UMNUNtN 1 �I1% Iaano rags, to l 4w. c iay wsun
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert 1-7=188(F=-145), 7-9=43, 9-17=-35(F=27)
Concentrated Loads (Ib)
Vert 7=-831(F)
6.500 S Dec 14 2005 IIIItTeK rneusiMS. Inc. Mon Jun D4 W:55:35 2DD7 Page 2
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
D2
ROOF TRUSS
1
1
Job Reference(optional)
a i wet t.tm+u-uwm r co-Ir, wand rills, lu caws, way tatmn
u.ow s uec 14 zuuc m r eK InausEnes, urc. Mort .run ua 1 tr:ao:s i 4mt rage 1
6-6-8 12-9-8 18-6-4 24-9-8 26-9-8
6-6-8 6-3-0 5-8-12 6-3-4 2-0-0
Scale -1:44.4
44 _
2
44 =
3
:iXtl = 1.0X4 'I JXlu = J= = 1=4 1,
6-6-8 12-9-8 18-6-4
6-6-8 6-3-0 5-8-12
24-9-8
6-3-4
rNb
a
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.83
Vert(LL) -0.09 7-9 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.38
Vert(TL) -0.15 7-9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.37
Horz(TL) 0.06 5 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 106 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
Structural wood sheathing directly applied or 3-11-11 oc purlins, except
BOT CHORD 2 X 4 SPF 165OF 1.5E
end verticals.
WEBS 2 X 4 SPF-S Stud/Std `Except BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W1 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 165OF 1.5E WEBS
1 Row at midpt 2-11, 4-9
W2 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 11=1236/0-5-8, 5=1452/0-5-8
Max Horz 11=218(LC 8)
Max Upliftl1=-111(LC 5), 5=151(LC 8)
Max Grav 11 =1 482(LC 2), 5=1752(LC 3)
FORCES (lb) - Maximum CompressiowNbAmum Tension
TOP CHORD 1-11=378/55, 1-2=57/4, 2-3=1307/109, 3-4=1564/100, 4-5=-2359/74, 5-6=0/142
BOT CHORD 10-11=0/1186, 9-10=0/1186, 8-9=-5/1928, 7-8=5/1928, 5-7=5/1928
WEBS 2-11=-1538/120, 2-10=0/244, 2-9=72/619, 3-9=0/242, 4-9=926/96, 4-7=0/217
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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 111 lb uplift at joint 11 and 151 lb uplift at joint
5.
8) This truss is designed in accordance with the 2003 international Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
city
Ply
DFBSON RES.
Q708816
D3
ROOF TRUSS
1
1
Job Reference Donal
51 UUK C;UMVUNl=N r fir, ioano Fa is, lu uj4w, l;ley wson r5.ow s uec 141uuu w i eK mausrnes, Enc. mm .{un u4 iv.00 1 zuut rage 1
5-9-7 10-9-8 17-6-4 24-9-8 26-9-8
5-9-7 5-0-1 6-8-12 7-34 2-0-0
Scab = 1:44.4
5x8 = 7xl2MT18H=
Anne 43
3x4 II 4)5 = 40 = 375 = 1.5x4 11
5-9-7 10-9-8 17-6-4 24-9-8
5-9-7 5-0-1 6-8-12 7-3-4
LOADING (psf)
SPACING
2-0-0
CS!
DEFL
in
(loc)
I/dell
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow---35.0)
Plates Increase
1.15
TC 0.89
Vert(LL)
-0.13
5-7
>999
240
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.57
Vert(TL)
-0.23
5-7
>999
180
MT18H 169/123
BCLL 0.0
Rep Stress Incr
YES
WB 0.84
Horz(TL)
0.07
5
n/a
Na
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight 107 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end
BOT CHORD 2 X 4 SPF 1650F 1.5E verticals.
WEBS 2 X 4 SPF-S Stud/Std *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W4 2 X 4 SPF 1650F 1.5E, W5 2 X 4 SPF 1650F 1.5E
W1 2 X 4 SPF 1650F 1.5E
REACTIONS (Ib/size) 11=1236/0-5-8, 5=1452/0-5-8
Max Horz 11=197(LC 8)
Max Uplift11=43(LC 8), 5=-165(LC 8)
Max Grav11=1360(LC 2), 5=2058(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=1051/68, 2-3=-1470/121, 3-4=-1841/97, 4-5=2952/104, 5-6=0/142, 1-11=-1304/66
BOT CHORD 10-11=0/193, 9-10=0/933, 8-9=D/2433, 7-8=0/2433, 5-7=0/2433
WEBS 2-10=-610/72, 2-9=-73/904, 3-9=100/189, 4-9=-1105/122, 4-7=0/269, 1-10=-29/1143
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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 W20 plates unless otherwise indicated.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 11 and 165 lb uplift at joint 5.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
D4
ROOF TRUSS
1
1
Job Referenoe(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Gay Gustin 6.500 s Dec 14 2006 NTek Industries, kw- Mon Jun 0410.55.54 2007 Page 1
4-3-8 8-3-8 14-5-8 16-3-0 20-6-8 22-4-0 24-9-8 i 26-9-8
4-3-8 4-0-0 6-2-0 1-9-8 4-3-8 1-9-8 2-5-8 2-0-0
Seale-1:45.6
4x10 MT20H=
'd
d
3xb = 3)0 = 5x5 = 5.00112 ems
8-3-8 14-5-8 i 16-3-0 i 20-6-8 i 22-4-0 i 24-9-8
8-3-8 6-2-0 1-9-8 4-3-8 1-9-8 2-5-8
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL
in (loc)
Ildefl
Ud
PLATES
GRIP
(Roof Snow--35.0)
Plates Increase
1.15
TC 0.81
Vert(LL)
-0.22 12-13
>999
240
MT20
1691123
TCDL 8.0
Lumber Increase
1.15
BC 0.77
Vert(TL)
-0.3312-13
>878
180
MT20H
148/108
BCLL 0.0
Rep Stress Incr
YES
WB 0.86
Horz(TL)
0.15 9
n/a
n/a
UT18H
169/123
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight 122 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF 165OF 1.5E -Except* BOT CHORD
W6 2 X 4 SPF-S Stud/Std, W8 2 X 4 SPF-S ShWStd
W9 2 X 4 SPF-S Stud/Std, W10 2 X 4 SPF-S Stud/Std
W12 2 X 4 SPF-S Stud/Std, W1 2 X 4 SPF-S Stud/Std
REACTIONS (Ib/size) 9=145210-5-8, 16=123610-5-8
Max Horz 16=211(LC 8)
Max Uplift9=171(LC 8),16=64(LC 8)
Max Grav9=1975(LC 3), 16=1 236(LC 1)
Structural wood sheathing directly applied or 3-1-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - Maximum CompressionWaximum Tension
TOP CHORD 1-2=151/90, 2-3=-1006/121, 3-4=-1197/103, 4-5=2810/141, 5-6=2938/109, 6-7=-4476/108, 7-8=4574/107, 8-9=2757/48,
9-10=0/142, 1-16=-259/42
BOT CHORD 15-16=0/675, 14-15=0/1774, 13-14=0/1927, 12-13=13/3991, 11-12=0/2389, 9-11=012275
WEBS 2-15=-18/569, 3-15=8/403, 4-15=1153/137, 4-14=724/19, 4-13=20/1786, 5-13=272/51, 6-13=-1550/67, 6-12=0/794,
8-12=51/1958, 8-11=1101/29, 2-16=-1171/94
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.Bpsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) All plates are Mf20 plates unless otherwise indicated.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 9 and 64 lb uplift at joint 16.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
DEBSON RES.
0708816
D5
ROOF TRUSS
3
1
Job Reference(optional)
o i uL.n %.umrurvuv i o-ir, iomw rans, w w4w, uay uusun
maw s uec i4 zuw Ewa i ec musmes, inc. wm jcn u4 iu:=;w cwi rage i
4-3-8 8-3-8 14-5-8 16-5-8 20-4-0 1 22-4-0 24-9-8 26-9-8
4-3-8 4-0-0 6-2-0 2-0-0 3-10-8 2-0-0 2-5-8 2-0-0
Scab a 1:45.6
4x10 MT20H=
3
Mw = am = axs = v.wI Ic am 1z
8-3-8 14-5-8 16-5-8 20-4-0 22-4-0 i 24-9-8
8-3-8 6-2-0 2-0-0 3-10-8 2-0-0 2-5-8
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase
1.15
TC 0.81
Vert(LL)
-0.23 12-13
>999
240
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.80
Vert(TL)
-0.3512-13
>847
180
MT20H 148/108
BCLL 0.0
Rep Stress Incr
YES
WB 0.86
Horz(TL)
0.16 9
n/a
nla
BCDL 8.0
Code IRC2003fTP12002
(Matrix)
Weight: 122lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF 165OF 1.5E `Except'
W6 2 X 4 SPF-S Stud/Std, W8 2 X 4 SPF-S ShWStd
W9 2 X 4 SPF-S Stud/Std, W10 2 X 4 SPF-S Stud/Std
W12 2 X 4 SPF-S Stud/Std, W1 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 9=145210-5-8, 16=1236/0-5-8
Max Horz 16=211(LC 8)
Max Uplift9=-171(LC 8), 16=64(LC 8)
Max Grav9=1975(LC 3), 16=1236(LC 1)
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - NWdmum Compression/Maximum Tension
TOP CHORD 1-2=-151/90, 2-3=1006/121, 3-4=1197/103, 4-5=2964/140, 5-6=3064/109, 6-7=4667/110, 7-8=-4756/102, 8-9=-2776/50,
9-10=0/142, 1-16=259/42
BOT CHORD 15-16=0/675, 14-15=0/1774, 13-14=0/1931, 12-13=9/4125, 11-12=0/2412, 9-11=0/2296
WEBS 2-15=-18/569, 3-15=8/403, 4-15=1153/137, 4-14-728/20, 4-13=19/1885, 5-13=253/46, 6-13=1582/64, 6-12=0/909,
8-12--46/2070. 8-11 =-1 104/33, 2-16=-1171/94
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) All plates are Mf20 plates unless otherwise indicated.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 9 and 64 lb uplift at joint 16.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSON RES.
0708816
D6
ROOF TRUSS
1
1
Job Reference tional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 MiTek Industries, Inc. Mon Jun 0410 55:59 2007 Page 1
4-3-8 i 8-3-8 13-7-5 18-11-3 24-9-8 26-9-8
4-3-8 4-0-0 5-3-13
4zs =
5-3-13
a= = a7G6 = 4X4 = 4X4 =
8-3-8 16-3-3 24-9-8
8-3-8 7-11-11 8-6-5
5-10-5 2-0-0
Scale a 1:43.9
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.78
Vert(LL) 0.12 6-8 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.16
BC 0.47
Vert(TL) -0.26 6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.78
Horz(TL) 0.06 6 n/a rVa
BCDL 8.0
Code IRC2003ITP12002
(Matrix)
Weight: 110 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end
BOT CHORD 2 X 4 SPF 165OF 1.5E verticals.
WEBS 2 X 4 SPF 1650F 1.5E -Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W6 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std
W12 X 4 SPFS Stud/Std
REACTIONS (lb/size) 11=1236/0-5-8, 6=1452/0-5-8
Max Horz 11=211(LC 8)
Max Uplift11=64(LC 8), 6=171(LC 8)
Max Grav 11 =1 236(LC 1), 6=1975(LC 3)
FORCES ((b) - Ma)amum CompressioNMaximum Tension
TOP CHORD 1-2=150/92, 2-3=-1008/121, 3-4=-1174N06, 4-5=-2318/125, 5-6=-2829/134, 6-7=0N42, 1-11=258/42
BOT CHORD 10-11=0/678, 9-10=0N660, 8-9=0/1660, 6-8=13/2350
WEBS 2-10=18/545, 3-10=23/484, 4-10=-1109/143, 4-8=-0/641, 5-8=-612/117, 2-11=1181/96
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 11 and 171 lb uplift at joint 6.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
DEBSON RES.
0708816
D7
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COWONENTSdF, Idaho Falls, ID 83403. Clay Gustin 6.500 s Dec 14 2006 M-rek Industries, Iric. Mon Jan 0410:56:012007 Page 1
43-8 8-3-8 13-7-5 18-11-3 i 24-9-8 i 26-9-8
4-3-8 4-0-0 5-3-13 5-3-13 5-10-5 2-0-0
Scab a 1:43.9
4x _
8-3-8 i 16-3-3 i 24-9-8
8-3-8
7-11-11
8-6-5
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) Well Ud
PLATES GRIP
(Roof Snow--35.0)
plates Increase 1.15
TC 0.78
Vert(LL) 0.12 6-8 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.16
BC 0.47
Vert(TL) -0.26 6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.78
Horz(TL) 0.06 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 110lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF 165OF 1.5E -Except- BOT CHORD
W6 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std
W1 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 11=1236/0-5-8, 6=1452/0-5-8
Max Horz 11=211(LC 8)
Max Uplift11=64(LC 8). 6=171(LC 8)
Max Grav 11 =1 236(LC 1), 6=1975(LC 3)
Structural wood sheathing directly applied or 3-8-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - Maiamum Compression/Mauamum Tension
TOP CHORD 1-2=-150/92, 2-3=-1008/121, 3-4=-1174/106, 4-5=2318/125, 5-6=2829/134, 6-7=0/142, 1-11=-258/42
BOT CHORD 10-11=0/678, 9-10=0/1660, 8-9=0/1660, 6-8=13/2350
WEBS 2-10=-18/545, 3-10=-23/484, 4-10=-1109/143, 4-8=-0/641, 5-8=-612/117, 2-11=-1181/96
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 11 and 171 lb uplift at joint 6.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ay
Ply
DEBSON RES.
Q708816
D8
ROOF TRUSS
4
1
Job Reference tional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 MiTeK Esdusrnes, Esc. Mon Jun D410:56:03 Zoo? Page 1
4-10-0 8-4-8 13-8-5 1 M-3 24-10-8 26-10-8
4-10-0 3-6-8 5-3-13
5X8 =
5-3-13
ZX4 II 3X1D = 3X4 = 4X4 =
r
4-10-0 5-0,12 8-4-8 16-4-4 24-10-8
4-10-0 0-2-12 3-3-12 7-11-12 8-6-4
5-10-5 2-0-0
Scab - 1:44.1
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.76
Vert(LL) 0.12
6-8 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.55
Vert(TL) -0.23
6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.79
Horz(TL) -0.03
11 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 115lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 4-2-9 oc purlins, except end
BOT CHORD 2 X 4 SPF 165OF 1.5E -Except-
verticals.
82 2 X 4 SPF-S Stud/Std
BOT CHORD
Rigid ceiling directly applied or 3-10-11 oc bracing. Except:
WEBS 2 X 4 SPF-S Stud/Std -Except-
5-9-0 oc bracing: 2-12
W5 2 X 4 SPF 1650F 1.5E, W6 2 X 4 SPF 165OF 1.5E
WEBS
1 Row at midpt 3-12
W1 2 X 4 SPF 1650F 1.5E
REACTIONS (Ib/size) 11=1272/0-5-8, 6=1205/0-5-8, 13=219M1echanical
Max Horz13=-210(LC 8)
Max Uplift11=20(LC 7), 6=-192(LC 8), 13=-60(LC 8)
Max Grav11=1284(LC 3), 6=1725(LC 3), 13=411(LC 2)
FORCES (lb) - Maximum Compression/lVN Amum Tension
TOP CHORD 1-2=262/62, 2-3=240/156, 3-4=621/155, 4-5=-1785/169, 5-6=-2298/177, 6-7=0/142,1-13=364/68
BOT CHORD 12-13=100/165, 11-12=-1273124, 2-12=-592/119, 10-11=25/1, 9-10=0/1173, 8-9=0/1173, 6-8=51/1881
WEBS 10-12=0/499, 3-12=-1038/87, 3-10=123/644, 4-10=1122/140, 4-8=0/661, 5-8=-624/116, 2-13=-14/164
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 11, 192 lb uplift atjoint 6 and
60 lb uplift at joint 13.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASES) Standard
Job
Truss
Truss Type
4ty
Ply
DEBSON RES.
0708816
D9
ROOF TRUSS
2
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2008 NSTek Industries, Inc. Mon Jun 0410,56:10 2007 Page 1
7-0-6 13-2-4 16-6-0 21-8-8 1 26-11-0 33-0-0 35-0-0
I
7-" 6-1-14 3-3-12 5-2-8 5-2-8
06 =
6x8 . 2x4 11 3x6 = 6x8 = 4x6 = 4x4 =
6-1-0 2-0-0
Scale -1:56.1
7-M i 13-2-4 16-6-0 24-3-12 33-0-0
7-M 6-1-14 3-3-12 7-9-12 8-8-4
Plate Offsets (X,Y): [1:0-0-11,Edge], [1:1-1-4,0-1-8], [8:0-3-2,0-2-4]
13
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Ply Increase 1.15
TC 0.81
Vert(LL)
-0.08 10-12 >999 240
W20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.55
Vert(TL)
-0.12 10-12 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.83
Horz(TL)
0.02 8 n/a n/a
BCDL 8.0
Code IRC2003rTP12002
(Matnx)
Weight 166Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins.
BOT CHORD 2 X 6 DF No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std *Except*
WEBS
1 Row at midpt 2-13, 3-13
W5 2 X 4 SPF 165OF 1.5E, W6 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 6 DF No.2
REACTIONS (lb/size) 1=507/Mechanical, 13=1928/0-5-8, 8=1099/0-5-8
Max Horz 1=137(LC 8)
Max Upliftl=-33(LC 7),13=122(LC 7), 8=170(LC 8)
Max Gravl=831(LC 2), 13=1928(LC 1), 8=1649(LC 3)
FORCES (lb) - Ma)dmum Compression/Ma)dmum Tension
TOP CHORD 1-2=1109/86, 2-3=17/421, 3-4=2611123, 4-5=-442/106, 5-6=1338/120, 6-7=1622/99, 7-8=2147/132, 8-9=0/152
BOT CHORD 1-14=531813, 13-14=-53/813, 12-13=276/176, 11-12=0/1017, 10-11=011017, 8-10=11/1753
WEBS 2-14=0/268, 2-13=1194/139, 3-13=1400/91, 3-12=21/1131, 4-12=201/0, 5-12=1134/136, 5-10=0/696, 7-10=-653/128
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8pst,, Category II; E.V C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PF35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1,122 lb uplift at joint 13 and
170 lb uplift at joint 8.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
E1G
ROOF TRUSS
1
1
Job Reference tional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
6.500 s Dec 14 2006 M6Tek Industries, Inc. Mon Jun 041&56:112007 Page 1
4-10-8 9-9-1
4-10-8 4-10-8
Scale = 1:15.3
4x4 =
3x4 1.5x4 11 1.5rA II 1.5x4 II 3x4
9-9-1
9-9-1
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
(Roof Snowy=35.0)
Plates Increase
1.15
TC 0.11
Vert(LL) n/a
- n/a 999
W20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.06
Vert(TL) n/a
- n/a 999
BCLL 0.0
Rep Stress [nor
NO
WB 0.09
Horz(TL) 0.00
5 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 26lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 640-0 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 1=104/9-9-1, 5=104/9-9-1, 7=153/9-9-1, 8=254/9-9-1, 6=254/9-9-1
Max Horz 1=25(LC 6)
Max Upliftl=-4(LC 8), 5=5(LC 8), 8= 43(LC 7), 6=-43(LC 8)
Max Grav1=143(LC 2), 5=143(LC 3), 7=153(LC 1), 8=380(LC 2), 6=380(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=83/51, 2-3=-91/38, 3.4=-91/34, 4-5=-83/51
BOT CHORD 1-8=0/23, 7-8=0/23, 6-7=0/23, 5-6=0/23
WEBS 3-7=13317, 2-8=318/60, 4-6=318/60
NOTES
1) Wind: ASCE 7-98, 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1, 5 lb uplift at joint 5, 43 lb
uplift at joint 8 and 43 lb uplift at joint 6.
9) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSON RES.
0708816
F1G
ROOF TRUSS
1
1
Job Reference(optional)
STOCK CONfPONENTB-IF, Idaho Falls, ID 83403, Clay Gustin 6.50D s Dec 14 20W Wek hdustnes, cnc. Mon Jun U410:55:16 2007 Pagel
-2-0-0 5-6-0 11-0-0 13-04
2-0-0 5-0-0 5-6-0 2-0-0
Scats ■ 1:24.3
04 =
11-0-0
11-0-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.71
Vert(LL)
-0.11
9
n/r
90
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.32
Vert(TL)
-0.13
9
n/r
80
BCLL 0.0
Rep Stress Incr NO
WB 0.09
Horz(TL)
0.00
8
n/a
n1a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Wind(LL)
0.04
9
n/r
120
Weight: 39lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2 X 4 SPF-S StudlStd
REACTIONS (lb/size) 2=395/11-0-0, 8=395/11-0-0, 12=164/11-0-0, 13=241/11-0-0, 14=21/11-0-0, 11=241/11-0-0, 10=21/11-0-0
Max Horz 2=63(LC 7)
Max Uplift2=-146(LC 7), 8=158(LC 8), 13=-52(LC 7), 14=-258(LC 9), 11=51(LC 8), 10=-258(LC 9)
Max Grav2=610(LC 9), 8=610(LC 9), 12=164(LC 1), 13=365(LC 2), 14=68(LC 4). 11=365(LC 3), 10=68(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/140, 2-3=109/30, 3-4=58/49, 4-5=-88/67, 5-6=88/63, 6-7=-58/49, 7-8=109/22, 8-9=0/140
BOT CHORD 2-14=3/60, 13-14=3/60, 12-13=-3/60, 11-12=-3/60, 10.11=-3/60, 8-10=3/60
WEBS 5-12=142/0, 4-13=-306/62, 3-14=-119/116, 6-11=306/61, 7-10=119/116
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11, Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
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 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 2,158 lb uplift at joint 8, 52
lb uplift at joint 13, 258 lb uplift at joint 14, 51 lb uplift at joint 11 and 258 lb uplift at joint 10.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
G1 G
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID &AW, Gay Dustin 6.500 s Dec 14 2005 N-TeK InciusMS. M Mon Jun oa 1u w.z1 zu07 rage 1
-2-0-0 , 5-9-4 11-0-0 16-2-12 , 22-0-0
2-0-0 5-9-4 5-2-12 5-2-12 5-9-4
Scala=1:38.9
US =
5-9-4 11-0-0 16-2-12 2240-0
5-9-4 5-2-12 5-2-12 5-9-4
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.87
Vert(LL) 0.06 2-14 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.47
Vert(TL) -0.05 2-14 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.87
Horz(TL) 0.01 13 n/a n/a
r.rnr R n
Code IRC20031TPI2002
(Matrix)
Weight 99Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2 X 4 SPF-S Stud/Std 10-0-0 oc bracing: 2-14,13-14.
OTHERS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 6=184/11-5-8, 2=682/0-5-8, 13=1003/11-5-8, 9=399/11-5-8, 12=7/11-5.8, 10=32/11-5-8, 8=52/11-5-8, 7=162/11-5-8
Max Horz2=104(LC 7)
Max Uplift6=25(LC 8), 2=-130(LC 7), 13=-70(LC 7), 9=-108(LC 8), 12=-2(LC 9), 8=86(LC 3), 7=-6(LC 8)
Max Grav6=316(LC 3), 2=1013(LC 2), 13=1169(LC 2), 9=734(LC 3), 12=32(LC 4), 10=76(LC 4), 8=33(LC 8), 7=217(LC 3)
FORCES (Ib) - Maximum CompressionfMaximum Tension
TOP CHORD 1-2=0/142, 2-3=-814/39, 3-4=4/366, 4-5=149/261, 5-6=-2741124
BOT CHORD 2-14=-22/571, 13-14=22/571, 12-13=94/101, 11-12=-94/101, 10-11=-94/101, 9-10=-94/101, 8-9=-94/101, 7-8=-94/101,
6-7=-94/101
WEBS 3-14=0/210, 3-13=-888/80, 4-13=-587/50, 5-13=154/59, 5-9=671/102
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; 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 MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; Pt--35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
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 1.5x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 6.130 lb uplift at joint 2, 70 lb
uplift at joint 13,108 lb uplift at joint 9, 2 lb uplift at joint 12, 86 lb uplift at joint 8 and 6 lb uplift at joint 7.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
DEBSON RES.
0708816
G2
ROOF TRUSS
1
1
Job Reference tonal
a i uun L.umrumciv i a-tr, wane nuis, to oagw, uay uusun
u.auu s uec 14 auw ml i eK numnes, vwa mm .run u% nrow. s alai rage 1
-2-0-0 5-9-4 11-0-0 16-2-12 22-0-0
2-0-0 5-9-4 5-2-12 5-2-12 5-9-4
Scale-1:38.9
US =
4
r
5-9-4 11-M i 16-2-12 22-0-0
5-9-4 5-2-12 5-2-12 5-9-4
Plate Offsets (X.Y): 12:0-0-10.Edce1. r6:0-0-10.Edae1
LOADING (psf)
TCLL 35.0
(Roof Snow--35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TPI2002
CSI
TC 0.76
BC 0.56
WB 0.93
()
DEFL in
Vert(LL) -0.10
Vert(TL) -0.17
Horz(TL) 0.06
(loc) I/defl Lid
6-7 >999 240
6-7 >999 180
6 n/a n/a
PLATES GRIP
MT20 169/123
Weight 771b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 4-0-12 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std
REACTIONS (Ibtsize) 6=1088/0-5-8, 2=1306/0-5-8
Max Horz2=104(LC 7)
Max Uptift6=-69(LC 8), 2=-157(LC 7)
Max Grav6=1285(LC 3), 2=1608(LC 2)
FORCES (lb) - Maximum Compression/Maudmum Tension
TOP CHORD 1-2=0/142, 2-3=2079/82, 3-4=1318/111, 4-5=-1320/102, 5-6=-2193/120
BOT CHORD 2-10=-75/1688, 9-10=75/1688, 8-9=-55/1804, 7-8=-55/1804, 6-7=55/1804
WEBS 3-10=0/203, 3-9=-842/80, 4-9=13/642, 5-9=947/116, 5-7=0/209
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6 and 157 lb uplift at joint 2.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
at
Ply
DEBSON RES.
Q708816
G3
ROOF TRUSS
1
2
.lob Reference tonal
STOCK COMPONENTS-F, Idaho Fails, tD 83403, Clay Gustin 6.500 s Dec 14 2006 MiTek Industries, tna Mon Jun 0410:56*24 2007 Page 1
-2-0-0 , 5-11-4 11-0-0 16-0-12 22-M ,
2-0-0 5-11-4 5-0-12 5-0-12 5-11-4
Seale a 1:38.8
4x4 =
5-11-4 11-0-0 16-0-12 22-M
5-11-4 5-0-12 5-0-12 5-11-4
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.44
Vert(LL) -0.04
7 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.29
Vert(TL) -0.06
9-10 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.25
Horz(TL) 0.02
6 n/a n/a
BCDL 8.0
Code IRC20031TPI2002
(Matrix)
Weight: 197 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 6 DF No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 6=1088/0-5-8, 2=1306/0-5-8
Max Horz 2=107(LC 7)
Max Uplift6=69(LC 8), 2=-158(LC 7)
Max Grav6=1285(LC 3), 2=1608(LC 2)
FORCES (lb) - Maximum Compression/NWAmum Tension
TOP CHORD 1-2=0/152, 2-3=-2078/79, 3-4=-1334/112, 4-5=1335/102, 5-6=2199/121
BOT CHORD 2-10=73/1695, 9-10=73/1695, 8-9=55/1808, 7-8=-55/1808, 6-7=55/1808
WEBS 3-10=0/200, 3-9=-841/78, 4-9=-17/676, 5-9=-943/114, 5-7=0/209
NOTES
1) 2-ply truss to be connected together with 10d (0.131' xO) nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 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 7-98; 90mph; h=25ft, TCDL=4.8psf; BCDL=4.8psf,, Category II; Exp C; enclosed; NWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
4) TCLL: ASCE 7-96; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent
with other live loads.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6 and 168 lb uplift at joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
DEBSON RES.
0708816
H1G
ROOF TRUSS
1
1
Job Reference fional
STOCK COMPONENTS -IF, Idaho Fails, ID 83403, Clay Gustin
b.500 S D@C 14 ZOLU M1TeK InCUSUIeS, Inc. Mon Jun U4 lU:S 20 ZW/ Page 1
-2-0-0 3-10-0 743-0 948-0
2-0-0 3-10-0 3-10-0 2-0-0
scale a 1:19.0
U4=
7-8-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.71
Vert(LL)
-0.16
7
n/r
90
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.03
Vert(TL)
-0.18
7
rVr
80
BCLL 0.0
Rep Stress Incr NO
WB 0.16
Horz(TL)
0.00
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Wind(LL)
0.06
7
n/r
120
Weight: 27lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 SPF-S Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 2=378/7-8-0, 6=37817-8-0, 9=190/7-8-0, 10=9517-8-0, 8=95/7-8-0
Max Horz 2=54(LC 7)
Max Uplift2=-140(LC 7), 6=150(LC 8), 10=189(LC 9), 8=-189(LC 9)
Max Grav2=572(LC 2), 6=572(LC 3), 9=190(LC 1), 10=128(LC 2), 8=128(LC 3)
FORCES (lb) - Maximum Compression/Ulaximum Tension
TOP CHORD 1-2=0/140, 2-3=145/35, 3-4=-62/51, 4-5=62/42, 5-6=-145/41, 6-7=0/140
BOT CHORD 2-10=4/51, 9-10=-4/51, 8-9=-N51, 6-8=4/51
WEBS 4-9=159/12, 3-10=93/223, 5-8=93/223
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; NNVFRS interior zone; 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 MiTek "Standard Gable
End Detail'
3) TCLL: ASCE 7-98; PF-35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 2, 150 Ib uplift at joint 6,189
Ib uplift at joint 10 and 189 Ib uplift at joint 8.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
H2
ROOF TRUSS
3
1
Job Reference tional
5TUUK UUMPUNENTS-lF, ldanO Faits, ID wow, clay Ciustin
6.500 s Dec 14 2005 Wek Industries, Inc. Mon .lun 0410:56:25 2007 Page 1
-2-0-0 3-10-0 7-8-0 9-8-0
2-0-0 3-10-0 3-10-0 2-"
scale = 1:19.0
4A =
3-10-0 i 7-8-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
(toe)
lldefl
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.76
Vert(LL)
-0.01
4-6
>999
240
M1720 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.12
Vert(TL)
-0.01
4-6
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(TL)
0.00
4
n/a
n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 26 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
SOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 2=565/0-5-8, 4=565/0-5-8
Max Horz 2=54(LC 7)
Max Uplift2=120(LC 7). 4=120(LC 8)
Max Grav2=778(LC 2), 4=778(LC 3)
FORCES (lb) - M mimum Compression&bAmum Tension
TOP CHORD 1-2=0/142, 2-3=399/59, 3-4=399/59, 4-5=0/142
BOT CHORD 2-6=90/233, 4-6=90/233
WEBS 3-6=0/159
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; NWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C. Fully Exp.
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 2 and 120 lb uplift at joint 4.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
oty
Ply
DEBSON RES.
0708816
H3
ROOF TRUSS
3
1
.lob Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gusiin 6.500 s Dec 14 2008 MlTek Industries, Inc. Mon ,Jun 0410.56:26 2007 Page 1
3-1-0 6-11-0 8-11-0
00
3-1-0 3-10-0 2-0-0
Scale - 1:14.7
4x4 -
3-1-0 i 6-11-0
3-1-0 3-10-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.76
Vert(LL) -0.01 4-6 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.16
BC 0.10
Vert(TL) -0.01 4-6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(TL) 0.00 4 n/a n/a
wni s n
Code IRC2003/TP12002
(Matrix)
Weight: 25lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF-S Stud/Std
SLIDER Left 2 X 6 DF No.21-8-4
REACTIONS (lb/size) 1=307/0.5-8, 4=572/0-5-8
Max Horz 1=-66(LC 8)
Max Upliftl=-17(LC 7), 4=122(LC 8)
Max Grav 1=377(LC 2). 4=771(LC 3)
FORCES (Ib) - Ma)dmum Compression/Ma)dmum Tension
TOP CHORD 1-2=392/2, 2-3=275/8, 3-4=-384/17, 4-5=0/142
BOT CHORD 1-6=0/246, 4-6=0/246
WEBS 3-6=0/148
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
YAM 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 122 lb uplift at joint 4.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
H4
ROOF TRUSS
1
1
Job Reference tional
o t wn %r %Av Lxxm t a-tr, tua w rium, to oogw, airy wbun 0-AN s Lt.-A-. to "W tvU t tM axrwutM, an:. trout ,run u4 tL:ao:cr cwr rUUtz t
3-1-0 6-11-0
3-1-0 3-10-0
4x4 -
13
3x6 11 3x4 =
3-1-0 6-11-0
3-1-0 3-10-0
Scale-1:13.3
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.39
Vert(LL) -0.01 4-5 >999 240
MT20 1691123
(Roof Snow=35.0)
Lumber Increase 1.15
BC 0.10
Vert(TL) -0.01 4-5 >999 180
TCDL 8.0
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(TL) 0.00 4 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 22lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF-S Stud/Std
SLIDER Left 2 X 6 DF No.21-8-4
REACTIONS (lb/size) 1=341/0-5-8, 4=341/0-5-8
Max Horz 1=-23(LC 5)
Max Upliftl=-19(LC 7), 4=-22(LC 8)
Max Grav 1=384(LC 2), 4=414(LC 3)
FORCES (lb) - Ma)amum Compression/Mandmum Tension
TOP CHORD 1-2=-419/16, 2-3=-334/23, 3-4=406/19
BOT CHORD 1-5=0/299, 4-5=0/299
WEBS 3-5=01148
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.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 22 lb uplift at joint 4.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASES) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
H5
ROOF TRUSS
1
1
,lob Reference fional
s i uur% uumruntry i o-ir, mano raps, ►u a --KM, Way uu5un
maw s L= 14 LWD ml I eK inuu5Lne5, inc, mm dun u4 muo.zo [wi rage i
3-1-0 6-11-0
3-1-0 3-10-0
4x4 =
2
3x4 = US II 3x4 =
3-1-0 1 6-11-0
3-1-0 3-10-0
Scaie = 1:13.4
LOADING (psf)
SPACING 0-0-1
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.03
Vert(LL) -0.01 3-4 >999 240
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.13
Vert(TL) -0.01 3-4 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.19
Horz(TL) 0.00 3 n/a n1a
BCDL 8.0
Code IRC2003/TPl2002
(Matrix)
Weight: 26 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 6 DF No.2
WEBS 2 X 4 SPF-S Stud/Std
WEDGE
Left: 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 3=224/0-5-8, 1=224/0-5-8
Max Uplift3=21(LC 8), 1=21(LC 7)
Max Grav3=224(LC 3). 1=224(LC 2)
FORCES (Ib) - Maximum Compression/MaAmum Tension
TOP CHORD 1-2=-269/26, 2-3=253/24
BOT CHORD 1-4=21/224, 3-4=-21/224
WEBS 2-4=25/263
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 21 lb uplift at joint 1.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
7) 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: 1-2=0, 2-3=-0, 1-3=-69(F=69)
Job
Truss
Truss Type
Qty
Ply
DESSON RES.
Q709816
J1
ROOF TRUSS
1
1
Job Reference tional
STOCK COMPONENTS -IF, ldaW Falls, ID 53403, Clay Uusbn 6.0W s luec 14 A= M l eK usaustnes, utc. mon .gun u4 i u:omm zmt rage i
-2-0-0 , 1-11-11
2-0-0 1-11-11
Scale a 1:8.8
-11
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.64
Vert(LL) -0.00
2 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.16
BC 0.03
Vert(TL) -0.00
24 >999 180
BCLL 0.0
Rep Stress lncr YES
WB 0.00
Horz(TL) -0.00
3 n/a Ma
BCDL 8.0
Code IRC2403/TPI2002
(Matrix)
Weight: 7 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 1-11-11 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 2=380/0-5-8, 4=15/Mechanical, 3=-21/Mechanical
Max Horz2=74(LC 7)
Max Uplift2=-132(LC 7), 3=-170(LC 9)
Max Grav2=577(LC 2), 4=35(LC 4), 3=29(LC 7)
FORCES (lb) - Ma)dmum Compression/Ma)dmum Tension
TOP CHORD 1-2=0/140, 2-3=-132113
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully E)p.
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 35.0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 2 and 170 lb uplift at joint 3.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Tn1ss Type
Oty
Ply
DEBSON RES.
0708816
AA
ROOF TRUSS
1
1
Job Reference clonal
STOCK COMPONENTS -IF, Idaho Falls, ID 83403. Clay Gusfin 6.50o S DeC 14 2005 MlTeu MOUSEneS, InQ Hoar ,gun u41aw.zu zwz rage 1
1-11-11 2
1-11-11
Scale a 1:7.0
2M — 1-11-11
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.11
Vert(LL) -0.00 1 >999 240
W20 197/144
(Roof Snow--35.0)
Lumber Increase 1.15
BC 0.03
Vert(TL) -0.00 1-3 >999 180
TCDL 8.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 2 n/a n/a
BCLL 0.0
crrni :: n
Code IRC2003/TPI2002
(Matrix)
Weight: 5lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=96/0-5-8, 2=81/Mechanical, 3=15/Mechanical
Max Horz 1=29(LC 7)
Max Upliftl=1(LC 7), 2=-26(LC 7)
Max Grav 1=140(LC 2), 2=125(LC 2). 3=35(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-47/47
BOT CHORD 1-3=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Ex p C; Fully Exp.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 26 lb uplift at joint 2.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Trim
Truss Type
Qty
Ply
DEBSON RES.
Q708816
J2
ROOF TRUSS
1
1
Job Reference tional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin 6.500 s Dec 14 2006 MTek Industries, Irr— Mon Jun 0410:5&29 2007 Page 1
-2-M i 3-11-11
2-" 3-11-11 s
Scale =1:12.6
3-11-11
3-11-11
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) Vdefl L/d
PLATES GRIP
TCLL 35.0
(Roof Snow=-35.0)
Plates Increase 1.15
TC 0.76
Vert(LL) -0.01
2-4 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.11
Vert(TL) -0.02
2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
3 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 12lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 3-11-11 oc pudins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=87/Mechanical, 2=443/0-5-8, 4=30/Mechanical
Max Horz 2=101(LC 7)
Max Uplift3=-89(LC 9). 2=-117(LC 7)
Max Grav3=134(LC 2), 2=667(LC 2), 4=67(LC 4)
FORCES (lb) - Ma)amum CompressionMla)dmum Tension
TOP CHORD 1-2=0/142, 2-3=159/42
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 117 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
J2A
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
zxa = 3-11-11
6.500 s Dec 14 2006 MTek Industries, hoc. Mon Jun 0410:5&30 2007 Page 1
Scab - 1:10.8
3-11-11
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.37
Vert(LL) -0.01
1-3 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.11
Vert(TL) -0.02
1-3 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
2 n/a Na
BCDL 8.0
Code IRC2003ITP12002
(Matrix)
Weight 10lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=181/0.5-8, 2=151/Mechanical, 3=30MIechanical
Max Horz 1=55(LC 7)
Max Upliftl=l(LC 7), 2=-49(LC 7)
Max Grav 1=263(LC 2), 2=233(LC 2), 3=67(LC 4)
FORCES (lb) - Maximum Compression/Ma)dmum Tension
TOP CHORD 1-2=-89/89
BOT CHORD 1-3=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 49 lb uplift at joint 2.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
4ty
Ply
DEBSON RES.
0708816
J3
ROOF TRUSS
1
1
Job Reference banal
STOCK CORIf UNENTS-[F, IdenO Fa[ES, lU U34W, Uay Ciustin mow s uea i4 [uw nm i eK i uumnes, inc, mm .gun tm muo.-,u cw f rayts 1
-2-0-0 5-11-11
2-0-0 5-11-11
Scab a 1:16.4
5-11-11
5-11-11
LOADING (psf)
TCLL 35.0
(Roof Snow--35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TPI2002
CSI
TC 0.76
BC 0.25
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.06
Vert(TL) -0.13
Horz(TL) -0.00
(loc) I/deft Ud
2-4 >999 240
2-4 >522 180
3 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 17lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 5-11-11 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS (lb/size) 3=196/Mechanical, 2=521/0-5-8, 4=46Miechanical
Max Horz 2=130(LC 7)
Max Uplift3=-54(LC 7), 2=108(LC 7)
Max Grav3=303(LC 2), 2=779(LC 2), 4=103(LC 4)
FORCES (lb) - Mabmum Compression/Nia)amum Tension
TOP CHORD 1-2=0/142, 2-3=200/107
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Spsf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 psf on overhangs non -concurrent
with other live loads.
5) This truss has been designed far 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 54 lb uplift at joint 3 and 108 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
Q708816
J3A
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
6.500 s Dec 14 2006 NTek Industries, Inc. Mon Jun 04 10,5531 2007 Page 1
Scab o 1:15.4
2x4 -
5-11-11
5-11-11
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) l/deft Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.91
Vert(LL) -0.06
1-3 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.25
Vert(TL) -0.13
1-3 >522 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
2 n/a rUa
BCDL 8.0
Code IRC2003/TPi2002
(Matrix)
Weight 15 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=283/0-5-8, 2=237/Mechanical, 3=46/Wchanical
Max Horz 1=84(LC 7)
Max Upliftl=-4(LC 7), 2=76(LC 7)
Max Grav1=412(LC 2), 2=366(LC 2), 3=103(LC 4)
FORCES (lb) - Mabmum Compression&4audmum Tension
TOP CHORD 1-2=137/137
BOT CHORD 1-3=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PF=35.0 psf (flat roof snow); Exp C; Fully Exp.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 76 lb uplift at joint 2.
7) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
0708816
Mt
ROOF TRUSS
7
1
.lob Referenoe(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403. Clay Gustin
1.50 II
5-10-8
5-10-8
5-10-8
6.500 s Dec 14 2005 MITeK Industnes, inc. Mon Jun u4 1u:ow.jz zuu/ Page 1
Scab =1:23.4
LOADING (psf)
TCLL 35.0
(Roof Snow--35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003ffP12002
CSI
TC 0.90
BC 0.25
WB 0.05
(Matrix)
DEFL in
Vert(LL) -0.06
Vert(TL) -0.13
Horz(TL) 0.01
(loc) I/deft Ud
4-5 >999 240
4-5 >536 180
2 n/a n/a
PLATES GRIP
MT20 169/123
Weight: 22lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud/Std
REACTIONS (lb/size) 5=282/0.4-0, 2=237/Mechanical, 3=45/Mechanical
Max Horz 5=80(LC 7)
Max Uplift2=-73(LC 7), 3=-3(LC 7)
Max Grdv5=410(LC 2), 2=365(LC 2), 3=102(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-5=36512, 1-2=131/131
BOT CHORD 4-5=-80/0, 3-4=0/0
WEBS 1-0=0/86
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PF=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 nonooncurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2 and 3 lb uplift at joint 3.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
DEBSON RES.
070s816
W
MONO TRUSS
1
2
Job Reference banal
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay C Mn
1-2-0 1 5-10-8
1-2-0
4-"
6.ow s Oec 14 z= m l eK mausines, inc. Marl Jun 04 1u:vo.32 zw/ Page 7
2x4 II 4A = 44 =
1-2-0 5-10-8
1-2-0 4-8-8
Scale-1:25.6
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.27
Vert(LL)
-0.02 4-5
>999
240
MT20 169/123
(Roof Snow=35.0)
Lumber Increase 1.15
BC 0.28
Vert(TL)
-0.03 4-5
>999
180
TCDL 8.0
Rep Stress Incr NO
WB 0.43
Horz(TL)
0.00 4
nla
n/a
BCLL 0.0
Code IRC2003/TPI2002
(Matrix)
Weight: 70lb
BCDL 8.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 6 DF No.2
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD
REACTIONS (lb/size) 6=822/0.5-8, 4=822/0-5-8
Max Horz 6=81(LC 7)
Max Uplift6=28(LC 7), 4=129(LC 7)
Max Grav6=952(LC 2), 4=952(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--484N7, 2-3=161/83, 3-4=-245/49, 1-6=1120/29
BOT CHORD 5-6=-81/0, 4-5=-108/514
WEBS 2-5=134/101, 2-4=592/124, 1-5=62/1171
Structural wood sheathing directly applied or 5-10-8 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) 2-ply truss to be connected together with 10d (0.131'X0) nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 raw 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 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 6 and 129 lb uplift at joint 4.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Girder carries tie-in span(s): 10-0-0 from 0-0-0 to 5-10-8
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 4-6=-208(F=-192),1-3=-86
Job
Truss
Truss Type
Qty
Ply
DESSON RES.
Q708816
M3
MONO TRUSS
13
1
Job Reference tional
STOCK CONPONENTS-IF, Idaho Falls, ID 33403, Clay Dustin o.ow s uec 14 wars r a i eK a USMes, MC. MM .gun u4 nrao:as our rage 1
-2-0-0 4-1-8 8-0-0
2-0-0
4-1-8
8-0-0
3-10-8
ISM u
Scale a 1:22.2
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) Vdefl Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.76
Vert(LL) -0.19 2-5 >484 240
MT20 169/123
(Roof Snow--35.0)
Lumber Increase 1.15
BC 0.46
Vert(TL) -0.42 2-5 >220 180
TCDL 8.0
Rep Stress Incr YES
WB 0.28
Horz(TL) 0.01 5 n/a n/a
BCLL 0.0
crni Q n
Code 1RC2003lTP12002
(Matrix)
Matrix
Weight: 30 lb
g
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1654F 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF-S Stud/Std BOT CHORD
REACTIONS (Ib/size) 2=61610-5-8, 5=359/0-5-8
Max Harz 2=160(LC 7)
Max Uplift2=-106(LC 7), 5=52(LC 7)
Max Grav2=917(LC 2), 5=521(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/142, 2-3=667/45, 3-4=132/76, 4-5=-221/47
BOT CHORD 2-5=81/460
WEBS 3-5=519/91
Structural wood sheathing directly applied or 6-0-0 oc pudins, except end
verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98, 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 2 and 52 lb uplift at joint 5.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard