HomeMy WebLinkAboutTRUSS SPECS - 08-00118 - 662/674 Tanglewood Dr - New SFR0800118
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Job Truss
Truss Type
Oy
PlyT.D.G.TNIN
HOMES CS 1-17-08
0813358 A1G
ROOFTRUSS
2
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.33
Jab Reference conal
STOCK COMPONENTS -IF, id" Falls. ID 839 W, Clay GusM1n
14-0
6-8-0
4A=
7.010 s Sep 112007 MTek Industries, Inc. Thu Jan 1714:00:162008 Page 1
6-8.0
1-4-0
ewle= t:u.s
a
LOADING (Psq
SPACING
2-0-0
CSI
DEFL
in
(loc)
Vdefi
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.33
Vert(LL)
-0.03
9
Nr
90
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.14
Vert(TL)
-0.03
9
Nr
80
TCDL 8.0
Rep Stress Incr
NO
WE 0.07
H=(TL)
0.00
8
n1a
Na
BCLL 0.0
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.01
9
ntr
120
Weight: 45 lb
BCDL 8,0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 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 10-0-0 oc bracing.
OTHERS 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 2=286/13A-0, 8=285/134-0, 12-181/13-40, 13=197/13-4-0, 14=228/13-4-0, 11=197/13-4-0, 10=228/13-4-0
Max Horz 2=-58(LC 8)
Max Uplift2=-67(LC 7), 8=78(LC 8), 13=-40(LC 7), 14=-18(LC 7),11=39(LC 8), 10=18(LC 8)
Max Gmv2-328(LC 9), 8=328(LC 9), 12=181(LC 1), 13=253(LC 2), 14=233(LC 2), 11=253(LC 3), 10=233(LC 3)
FORCES (Ib)-Ma>amum CompressionlMammum Tension
TOP CHORD 1-2=0/93, 2-3=-86/31, 3-15=-69/46, 415=-24/54, 4-5=-761/2, 5-6=-76/67, 6-16=24/35, 7-16=69/30, 7-8=86/23, 8-9=0/93
BOT CHORD 2 -14=0/57,13-14=0/57,12-13-0/57,11-12=0/57.10-11=0/57.8-10=0157
WEBS 5-12=150/0, 4-13=-220/53, 3-14=-201/53, 6-11=-220/53, 7-10=201/53
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MMIFRS (low-rise); 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 7-05; P1-35.0 psf (eat roof snow); Category II; E)p C; Sheltered; Ct=1
4) Unbalanced snow, loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times eat 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) Al plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0.0 oc.
10) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift aljoint 2, 78 Ib uplift at joint 8, 40 lb
uplift at joint 13,18 Ib uplift at joint 14, 39 lb uplift at joint 11 and 18 lb uplift atjoint 10.
12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Trus Type
Qty
PlyT.D.G.TN
WHOMES CSI -17-08
0813358
A2
ROOF TRUSS
4
1
Plates Increase
1.15
TC 0.53
Vert(LL)
-0.07
4-6
Jab Reference(optional)
STOCK COMPONENTS -F, Maho Falls, ID 83403, Clay Gustin
1-4-0
6-8-0
5* =
7.010 s Sep 112007 MTek Irdussies, Inc. Thu Jan 1714:00:18 20M Page 1
am
14-0
Smie • 125.9
6-6-0
6-8.0
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deg
Idd
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.53
Vert(LL)
-0.07
4-6
>999
360
MT20 169/123
(Roof Snow -35.0)
Lumber Increase
1.15
BC 0.32
Vert(TL)
-0.12
4-6
>999
240
TCDL 8.0
Rep Stress lncr
YES
WS 0.18
Horz(TL)
0.02
4
n/a
n1a
BBCL0.0 Code
IRC2006/TP12002
(Matrix)
Wind(LL)
0.02
2-6
>999
240
Weight: 39 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 2=797/0-5-8,4=79710-5-8
Max Horz 2=-58(LC 8)
Max Uplift2=-104(LC 7), 4=-104(LC 8)
FORCES (Ib)- Maximum Compression/Maudmum Tension
TOP CHORD 1-2=0/96, 2-7=-937/40, 3-7=809/56, 3-8=-809/58, 4-8=937/40, 4-5=0/96
BOT CHORD 2-6=0/727, 4-6=0/727
WEBS 3-6=0/268
BRACING
TOP CHORD Structural wood sheathing directly applied orb -0.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; F)r C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; PF --35.0 psf (flat roof snow); Category 11; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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 nonooncurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104lb uplift at joint 2 and 104 to uplift at joint 4.
8) This truss is designed in accordance with the 2006 International Residential Code sectors R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASES) Standard
Job Truss
Truss Type
pry
Ply
T.D.G.TWIN HOMES CS 1-17-08
0813358 A3
ROOFTRUSS
1
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.55
Job Referents canal
J I UUR 1:u Ntn I J Ie, warp rats, iu W , uiay uusun 7.0105 hep 11 2007MTek IndusVie9, Inc. Thu Jan 1714:00:192006 Pape 1
1.4.0 6-8-0 6-8-0
Scale =1:235
8x12 MTMM 11
6-8-0 6-8-0
I
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.55
Vert(LL)
-0.09
4-5
>999
360
MT20 169/123
(Roof Snow35.0)
Lumber Increase
1.15
BC 0.42
Vert(TL)
-0.15
4-5
>999
240
MT20H 127/93
TCDL 8.0
Rep Stress lncr
VES
WB 0.18
HM(TL)
0.02
4
n/a
n1a
BCL 0.0
Code IRC2006/rP12002
(Matrix)
Wind(LL)
0.03
4-5
>999
240
Weight: 37 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 4=648/0-5-8,2=805/0-5-8
Mak Horz 2=66(LC 7)
Max Uplift4=41(LC 8), 2=104(LC 7)
FORCES (lb)-Ma>amum Compression/MaAmum Tension
TOP CHORD 1-2=0/96,2-6=-965/44,3-6=734/70,3-7=-832/57,4-7=.961/41
BOT CHORD 2-5=8//52, 4-5=9/752
WEBS 3-5=0/271
BRACING
TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PF --35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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 MT20 plates unless otherwise indicated.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint 4 and 104 lb uplift atprit 2.
9) This truss is designed in accordance with the 2006 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
It,
Ply
T.D.G.TIMIN HOMES CS 1-17-08
0813358 81
ROOFTRUSS
1
1
DEFL in
(loc) I/deft t/d
PLATES GRIP
TCLL 35.0
(Roof Snow= -35.0)
Plates Increase 1.15
Job Reference tlonal
1i
1
ir, ua�u rcna, iu o,riw, �isry wavn
14-0 6-8-0
/.Ulna SEp 11200 r M I eKIMusBIes, Inc. ln0Jan 1714:00:212000 Pagel
5-4-9
3-8-7
Scab =128.6
Uro =
10x10 =
0-5-8 6-2-8
5-4-9 3-8-7
Plate Oftsets(X,n: (2:0-1-0,0-0.21 f6:Edge0-3-01 17:0-3-80-1-81 (8:0-3-80-1-B1
LOADING(psfI
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft t/d
PLATES GRIP
TCLL 35.0
(Roof Snow= -35.0)
Plates Increase 1.15
TC 0.67
Vert(LL) 428
7-8 >652 360
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.88
Vert(TL) -0.45
7-8 >415 240
BCLL 0.0
Rep Stress Incr YES
WS 0.67
Horz(TL) 0.04
6 n/a Na
BCDL 8.0
�e IRC2006/TPI2002
(MaN10
Wind(LL) 0.09
7-8 >998 240
Weight: 521b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 3-9.5 oc purlins, except end
BOT CHORD 2 X 4 SPF 1650E 1.5E
vedicals.
WEBS 2 X 4 SPF -S Stud/Std'Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W52 X 4 SPF 2100F ISE, W42 X 4 SPF 1650F 1.5E
WEBS
1Row at midpt 4-8
REACTIONS (lb(size) 6=777/0-6-8,2=932/0-5.8
Max Horz 2=79(LC 7)
Max UPIift6=-57(LC 8), 2=106(LC 7)
FORCES (lb) - Ma dmum Compression/Maltlmum Tension
TOP CHORD 1-2-0/96, 2-9=-1238/68, 3-9=-1121/84, 3-10=-1131/70, 10-11=-1141/57, 4-11=-1244/54, 4-5=-31751217, 5-6=646/64
BOT CHORD 2-8=2511013,7-8=-198/3044,6-7=33/565
WEBS 3-8-01433,4-8=-2048/183,4.7=.635/93,5.7=-187/2768
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; E/y C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct= 1, Lu=50-0-0
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 preventwater ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 571b uplift at joint 6 and 106 lb uplift aljoinl 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASES) Standard
Job Truss
Truss Type
ON
Ply
T.D.G.T IN HOMES CS 1-17-M
0813358 82
ROOFTRUSS
1
1
LOADING(PSO
SPACING
2-0-0
Job Reference fmlion>d)
STOCK COMPONENTS -IF, Mahn Falls, 10 83403, Clay Gusun 7.010 s Sep 11 2OD7 MTek Industries, Inc. Thu Jan 1714:00:22 2008 Page 1
-1-4-0 6-8-0 9-6-9 15-9-0
1-4-0
6-8-0
se =
2-10-9
6-2-7
Sub -128.8
4W = 1.W 11 U4 II
0-5-8
9-1-1
6-2-7
Plate Offsets (X,Y): 12:0-1-0.0-0-21.
14:0-3.0,Edpe1.
I6:Edoe,0-3-81.
f7:D-2-0.0-1-81
LOADING(PSO
SPACING
2-0-0
CSI
DEFL
in
(loc)
Ildell
L/d
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.85
Vert(LL)
-0.09
7
>999
360
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.36
Vert(TL)
-0.15
6-7
>999
240
TOOL 8.0
Rep Stress lncf
YES
WB 1.00
Horz(TL)
0.02
6
Na
n/a
BCLL 0.0
Code IRC2008/TP12002
(Matrix)
Wntl(LL)
0.03
7
>898
240
Weight: 561b
BCDL 8.0
LUMBER BRACING
TOP CHORD 2 X4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Std'Except' BOTCHORD
W5 2 X 4 SPF 1650E 1.5E
REACTIONS (lb/size) 6=77710-5-8.2=93210-5-8
Max Horz 2=102(LC 7)
Max Uplift6=-60(LC 8), 2=104(LC 7)
Max Grav6=916(LC 14), 2=932(LC 1)
Structural wood sheathing directly applied or 4-7-12 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10.0-0 oc bracing.
FORCES (lb) - MaMmum Compresslon/Maxlmum Tension
TOP CHORD 1-2=0/98, 2-9=-1204/56, 3-9=-1078!/1, 3-4=1636/134, 4-10=-1513/104, 5-10=-1513/104, 5-6=833/87
BOT CHORD 2.8=45/955,7-8=46/949,6.7=.18/306
WEBS 3-7=84/1046,4-7=-11911144,5-7=-9011353,3-8=0/198
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Ey C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TOLL: ASCE 7-05; Pf--35.0 psf (fiat roof snow); Category 11; E>q/ C; Sheltered; Ct= 1, Lu=50-0.0
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint a and 104 Ib uplift atjoint 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802A0.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Qty
Ply
T.D.G.1 N HOMES CS 1-17-08
rW
0813358 83
ROOF TRUSS
1
1
TCLL 35.0
Plates Increase
1.15
TC 0.96
Vert(LL)
Job Reference (optional)
STOCK COMPONENTS -IF, UaW Falls, 1093903, clay Gus11n 7.010 s Sep 112007 MITek Indushies, Inc. Thu Jan 1714:00:262006 Page 1
1-4-0 11-3.1 4-5-15
gook =128 s
6X12 =
0-51 7-0-9 15-9-0
0-5-8 6-7-1 8-8-7
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in (1m)
I/deft
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.96
Vert(LL)
-0.10 7-8
>999
360
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.43
Vert(TL)
-0.23 7-8
-810
240
TCDL 8.0
Rep Stress lncr
VES
WB 0.99
Horz(TL)
0.03 7
n1a
n/a
BCU 0.0 Code
IRC2006TPI2002
trix)
(Mat(
Wnd(LL)
0.02 2-9
>999
240
Weight: 61 Ib
LUMBER
BRACING
TOP CHORD 2 X4 DF -N 240OF 2.0E
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end
BOT CHORD 2 X4 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.
REACTIONS (lb/size) 7=777/0-5-8, 2=932/0-5-8
Max Horz 2=125(LC 7)
Max Uplift7=-68(LC 6), 2=100(LC 7)
Max Grav 7=1 054(LC 14), 2=932(LC 1)
FORCES (lb) - Maldmum CompressionWaAmum Tension
TOP CHORD 1-2=0/95, 2-10=1213/38, 3.10=1097/54, 3d=825f74, 4-11=-1018/64, 5.11=-1017/64, 5-12=-67/0, 6-12=-67/0, 6-7=271/35
BOT CHORD 2-9=68/1024, 8-9=-67/1018, 7-8=-85/1030
WEBS 5-7=1196/119, 3-9=28(157, 4-8=-53/144, 5.6=16/367
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; SCOL=4.8psf; Category 11; Ely C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLU ASCE 7-05; Pf--35.0 psf (Bat roof snow); Category 11; Exp C; Sheltered; Ct=1, Lu=50-0.0
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 Bat roof load of 35.0 psf on overhangs non -concurrent
with other live loads.
5) Protide 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7 and 1001b uplift at joint 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANStTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss TypeO5/
C31
TC 0.96
BC 0.79
WB 0.98
(Matrix)
Ply
T.O.G.TWiN HOMES CS 1-17-08
Q813358 B4
ROOF TRUSS
1
2
BOT CHORD 2 X 6 OF 1800F 1.8E
verticals.
WEBS 2 X 4 SPF -S Stud/Std
BOTCHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
Job Reference rootionNl
STOCK COMPONFIJTS-IF, Idaho Fells, ID 83403, Clay Gustin 7.010 a Sep 11 2DO7 MTek Industries, Inc. Thu Jan 1714:00:27 2006 Page 1
-1.4.0 4-6-3 8-1-15 11-9.11 15-9-0
I
1-4-0 4-6-3 3-7-11 3-7-13 3-11-5
W=
a le- 1:2e.4
e4 = 5z1 II
5 12 6
(r 8 4-6-3 I_ 8-1-15 11-9-1.1 15-9-0
0-5-8 4-0-11 3-7-11 3-7.13 3-11-5
LOADING (psf)
TCLL 35.0
(Roof Snow= -35.0)
TCDL 8.0
BCLL 0.0
BCOL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code IRC2006/TPI2002
C31
TC 0.96
BC 0.79
WB 0.98
(Matrix)
DEFL in (IOC) I/deb Ud
Vert(LL) -0.12 9-10 >999 360
Vert(TL) -0.21 9-10 >897 240
Hom(TL) 0.05 7 n/a n/a
Wind(LL) 0.05 9-10 >999 240
PLATES GRIP
MT20 169/123
Weight 161 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end
BOT CHORD 2 X 6 OF 1800F 1.8E
verticals.
WEBS 2 X 4 SPF -S Stud/Std
BOTCHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
WEBS 1Row at midpt 5-7
REACTIONS (lb/size) 7=5849/0-5-8,2=6004/0-5-8
Max Him 2-151(LC 7)
Max Uplift7=-1137(LC 3), 2=-1298(LC 3)
Max Grav7=6070(LC 10), 2=6343(LC 11)
FORCES (Ib) - Ma dmum CompressioMvlaAmum Tension
TOP CHORD 1-2=0/106, 2-11=-978512125, 3-11=-9571/2191, 3-4=-8721/1435, 4-5=-5809/1224, 5-12=-115/11, 6-12=115/11, 6-7=-296/38
BOT CHORD 2-10=1922/8609,9-10=-192218609,8-9=839144i2,7-8=-839/4412
WEBS 3-10=91112613,3.9=-3204f790,4-9=-859/2573,5-9=-56212350, 5-8=.93312656,5-7=-6285/12113
NOTES
1) 2 -ply buss to be connected together with 10d (0.131'z3') 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 0-7-0 bc.
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 7-05; 90mph; h=25ft; TCDL=4.Spsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL: ASCE 7-05; PF --35.0 psf (fiat roof snow); Category 11; Exp C; Sheltered; C1=1, Lu=50-0-0
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 nonconcumant with any other live loads.
9)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 w de will ft
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11371b uplift at joint 7 and 12981b uplift at
joint 2.
11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Girder carries fie -in span(s): 28-4-0 from 0-0-0 to 15.9-0
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
Job Truss
Truss TypeOb
Ply
T.D.G.TMN HOMES CS 1-17-08
0813358B4
ROOFTRUSS
1
Z
Job Referencetlona
STOCK COMPONENTS -IF, Idaho Falls, 10 83403, Clay Guilin
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-86, 4-6=-85,2-7=-676(F=-660)
7.010a Sep 11 2007 MiTek Indusbies, Inc. Thu Jan 1714:00:272008 Page 2
Job
Truss
Truss Type
0tr1
Ply
T.D.G.TIMN HOMES CS 1-17.08
0813358
C1
ROOFTRUSS
1
2
1.75
TC 0.87
Vert(LL)
-0.10 8-8
>999
360
Job Reference Dona
STOCK COMPONENTS IF, Idaho Falls, ID 83403, Clay Gussn 7.010 s Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:00:282008 Page 1
-1-0-0 i 4-54 8.0-0 13-9-5 i 19-10-2
1-0-0 4-541 3-6-12
4A =
5-9-5
sao=
12 5
6-0-13
Stat=1'96.7
46 2x411 6>s= 2N 11 46=
4-5-4 8-0-0 13-9-5 19.10-2
4-5-4 3-6-12
5-9-5
6-0-13
LOADING (ps0
SPACING
2-0-0
CSI
DEFL
in (lot)
/deb
Idd
PLATES GRIP
TCLL 35.0
Plates Increase
1.75
TC 0.87
Vert(LL)
-0.10 8-8
>999
360
Mi20 189/723
(Roof Soar --3
Lumber Increase
1.15
BC 0.48
Vert(TL)16
-0. 8-9
>999
240
8.0
TCDL 8.0
Rep Stress lncr
NO
WB 0.68
Horz(TL)
0.03 7
n/a
n/a
BOLL 0.0
Code IRC20067TPI2002
(Matrix)
Wind(LL)
0.04 8-8
>999
240
Weight: 1931b
RCfyl. SO
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins, except and
BOT CHORD 2 X 6 OF No.2
verticals.
WEBS 2 X 4 SPF -S Stud/Sid BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS
1 R at midpt 5-7
REACTIONS (lb/size) 7-2510/0-2-0,2=2181/0-3-8
Max Hoa 2=147(LC 7)
Max Uplift7=-236(LC 6), 2=-207(LC 7)
Max Grav7=2896(LC 10), 2=2453(LC 11)
FORCES (Ib) - Maximum Compression/NlaAmum Tension
TOP CHORD 1-2=0/105, 2-11=-4204/284, 3-11=4062/295, 3-4=-400(/335, 4-12=3553/310, 5-12=-3554/309, 5-6=122/10, 6-7=-288/27
BOT CHORD 2-10=312/3624,9-10=31213624,8-9=276/3330,7-8=-276/3330
WEBS 3.10=149/105, 3-9=366/168, 4-9=-324/1406, 5-8=138/736, 5-8=465/1323, 5-7=-3821/318
NOTES
1) 2 -ply truss to be connected together with 10d (0.131"a) nails as follows:
Top chords connected as follows: 2 X 4 -1 now at 0-9-0 cc.
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 0-8-0 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 prodded to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Bpsf; Category II; Ep C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL: ASCE 7-05; Pf=35.0 psf (Bat roof snow); Category 11; Exp C; Sheltered; Ct= 1, Lu=50-0-0
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) Protide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fl
between the bottom chord and any other members.
10) Protide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
11) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 2361b uplift atjoint 7 and 207 to uplift at joint
2.
12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI?PI 1.
13) Girder carries hip end with 0-0.0 right side setback, 8-0-0 left side setback and 8.0.0 end setback.
14) Hangers) or other connection dedce(s) shall be prodded sufficient to support concentrated load(s) 8154 lb down and 3291b up at 8-0-0 on
bottom chord. The designiselection of such connection dedce(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job Truss
Truss Type
Ory
Ply
T.D.G.TIMN HOMES CS 1-17-08
0813358 C1
ROOF TRUSS
1
2
Jab Reference 8onal
STOCK COMPONENTF lF, Idaho Falls, ID 83403, Clay Gustin
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-0=86, 4-6=-43(F=43), 2-9=-16, 7-9=200(F=-184)
Concentrated Loads (Ib)
Vert: 9=884(F)
7.010 s Sep 112007 MiTek Industries, Inc. Thu Jan 1714:00:28 2008 Page 2
Truss
Truss Type
Qty
Ply
T.D.G.TWN HOMES CS 1-17-08
r1Job
Q813358 C2
ROOF TRUSS
2
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.56
Jab Refarenoe (optimal)
STOCK CONIPONENTSIF, Idaho Falls, ID 83403, Clay Dustin 7.010 a Sep 112007 MTek Industries, Inc. Thu Jan 1714:00:29 2008 Page 1
5-3-4 i 10-0-0 14-9.5 19-10-2
5-34 4-8-12 4.9-5 5-0-13
4.5 =
3.4 =
4
e le -133.3
3.4 II
5
40 = 3X0 = 3X0 =
10-0-0 9-10-2
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
Vdeft
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.56
Vert(LL)
-0.13
6-7
>999
360
W20 169/123
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.46
Vert(TL)
-0.32
1-7
>737
240
TCDL 8.0
X
Rep Stress lncr
VES
WB 0.65
Hom(TL)
0.03
6
n/a
rVa
BCLL
g.0
Code IRC2006/TPI2002
(Matrix)
Wnd(LL)
0.04
1-7
>999
240
Weight: 75 lb
BCDL
LUMBER
BRACING
TOP CHORD 2 X4 SPF 165OF 1.5E
TOP CHORD
BOTCHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X4 SPF -S Stud/Std `Except
BOT CHORD
W4 2 X 4 SPF 165OF 1.5E
WEBS
REACTIONS (lb/size) 1=997/0-3-8,6=997/0-2-0
Max Horz 1=143(LC 7)
Max Upliftl=-52(LC 7), 6=88(LC 6)
Mau Gravl=1294(LC 10), 6=1285(LC 9)
Structural wood sheathing directly applied or 4-1-14 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 4-6
FORCES (Ib)- Maximum CompressiontMaAmum Tension
TOP CHORD 1-8=2145/109, 2-8=1851/111, 2-3=-1392/59, 3-4=-1097/71, 4-9=-57/0, 5.9=-57/0, 5-6=318/40
BOT CHORD 1-7=1193111810,6-7=841950
WEBS 2-7=809/142, 3-7=0/223,4-7=25/637,4-6=-1262/128
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct=1, Lu=50-0-0
3) Unbalanced snow loads hate been considered for this design.
4) Protide 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 521b uplift at joint 1 and 881b uplift at joint 6.
9) This truss is designed in accordance vnth the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Trues Type
Oty
Pry
T. D. G.TWIN HOMESCS1-17-08
Q813358 C3
ROOF TRUSS
2
1
WEBS
LOADING (psf)
SPACING 2-0-0
REACTIONS (lb/size) 1=103410-&8,6=107110-2-0
CSI
Jab Reference tianal
81 QUK UA HJNLNISIF, nano FSIIS, IU W91r8, Ulay Wstm 7.010 s Sep 112007 IATek Induslnes, Inc. Thu Jan 1714:00.302008 Page
6-3-4 5-8-12 7-10-2
Sulo=1:SS.2
F1M
W2= 1.5x4 II 4M= 4A=
6-34 5-8-12 7-10-2
Plate Offsets (X,Y): 11:1-0-0.0-0-141. 13:0-4-0.0-1-151. 14:0-3-8,Edce1
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E *Except-
TOP CHORD
T22 X 4 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF -S Stud/Std *Except*
WEBS
LOADING (psf)
SPACING 2-0-0
REACTIONS (lb/size) 1=103410-&8,6=107110-2-0
CSI
Mau Horz1=172(LC 7)
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
4-5=-554f72
TC
0.86
Vert(LL)
-0.14
1-7
>999
360
MT20 169/123
(Roof Snow --35.0)
Lumber Increase 1.15
BC
0.68
Vert(TL)
-0.22
1-7
>999
240
TCDL 8.0
Rep Stress lncr YES
WB
0.54
Horz(TL)
0.05
5
Na
Na
BCLL 0.0
Code IRC200STPI2002
(Matrix)
Wnd(LL)
0.04
1-7
>999
240
Weight 79 lb
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E *Except-
TOP CHORD
T22 X 4 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF -S Stud/Std *Except*
WEBS
W5 2 X 4 SPF 2100F 1.8E, W4 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=103410-&8,6=107110-2-0
Mau Horz1=172(LC 7)
Max Upliftl=-53(LC 7),5=85(!.0 6)
Max Grav 1=1424(LC 10), 5=1242(LC 9)
FORCES (lb) - MaAmum CompressionNammum Tension
TOP CHORD 1-2=2414/87, 2-8=-1355/37, 3-8=-1160/58, 3-9=-119/7, 4-9=-124(7,
4-5=-554f72
BOT CHORD 1-7=193/1984, 6-7=-193/1984, 6-10=-80/1024, 5-10=-80/1024
WEBS 2-7=0/211, 2-6=-1083/131,3-6=0!739,3-5=-1250/104
Structural wood sheathing directly applied or 3-47 oc purlins, exceptend
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-6,3-5
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf BCDL=4.8psf; Category 11; Ely C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PF --35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct= 1, Lu=50-0-0
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 nonconcurrenl with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 86 lb uplift at joint 5.
9) This truss is designed in accordance with the 2000 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Oly
Ply
T.D.G.PMN HOMES CS1-17-08
0813358 C4
ROOF TRUSS
2
1
WEBS
LOADING (psf)
SPACING
2-0-0
CSI
Job Reference(optional)
STOCK COWONEN S -F.
7.010 s Sep 11 2007 MTek Industries. Inc. Thu Jan 1714:00:32 2008 Page 1
7-3A 6-8.12 5-10-2
Bs6 =
15x0 II M= M=
7-3-4 6-8-12 5-10.2
srsk =1:3s.s
Plate Offsets (X,Y): 11:Edne.03141
BRACING
TOP CHORD 2 X 4 SPF 210OF 1.8E -Except'
TOP CHORD
T2 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF 165OF 1.51E 'Except'
WEBS
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loo)
/deb
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.86
Vert(LL)
-0.19
1-7
>999
360
MT20 169/123
(Roof Snor--35.0)
Lumber Increase
1.15
BC 0.76
Vert(TL)
-0.30
1-7
>780
240
TCDL 8.0
Rep Stress Incr
YES
WB 0.88
Hoa(TL)
0.05
5
n1a
rVa
BCLL 0.0
Code IRC200617PI2002
(Matrix)
Wmd(LL)
0.05
1-7
>999
240
Weight: 831b
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 210OF 1.8E -Except'
TOP CHORD
T2 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF 165OF 1.51E 'Except'
WEBS
W 1 2 X 4 SPF -S Stud/Std, W3 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 1=102110-3-8,6=1076/0-2-0
Marc Horz 1=201(LC 7)
Max Upliftl=-51(LC 7), 5=81(LC 6)
Max Grav1=1483(LC 10), 5=1113(LC 10)
FORCES (Ib) - Mapmum CompressionftAmum Tension
TOP CHORD 1-2=-2459(/7, 2-8=-1168/20, 3-8=-932/46, 3-4=-53/4, 4-5=-393/49
BOT CHORD 1-7=-205/2004,6-7=205/2004,6.9=.71/819,5.9=71/Big
WEBS 2-7=0/270, 2-6=-1337/153,3-6=9/824,3-5=-1278/115
Structural wood sheathing directly applied or 2-2-0 oc pudins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 co bracing.
1 Row at midpt 4-5.3-6
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; 6y C; enclosed MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psi (flat roof snow); Category 11; Exp C; Sheltered Ct=1, Lu=50-0.0
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate atjoinl(s) S.
8) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint 1 and 81 Ib uplift at joint 5.
9) This truss is designed in accordance with the 2006 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
T.D.G.TVVIN HOMES CS 1-17-08
Q813358 C5
ROOF TRUSS
2
1
Plates Increase 1.15
TC 0.68
Vert(LL)
-0.15
1-7
Job Reference Bone/
8-34
�.vry a ary i i cwr .... rmuw1 e111 . i uu,wi If w.w.x awo rega r
7-8-12 3-10-2
6A =
MM1111
8-3-4
7-8-12
4x1= SW-
19-10i
3-10-2
Smle-1:CA
LOADING (ps0
SPACING 2-0-0
CSI
DEFL in
(loc)
I/deg
Ud
PLATES GRIP
TCLL 35.0
(Roof Snaw=-3
Plates Increase 1.15
TC 0.68
Vert(LL)
-0.15
1-7
>999
360
MT20 169/123
8.0
BCDL 8.0
Lumber Increase 1.15
BC 0.55
Vert(TL)
-0.27
1-7
>871
240
BCDL 0.0
Rep Stress Incr YES
WB 0.38
Horz(TQ
0.06
5
n/a
n1a
BCDL 8.0
Code IRC20D6/TPI2002
(Matri))
Wind(LL)
0.04
1-7
>999
240
Weigh/: 1081b
LUMBER
TOP CHORD 2X6OF No.2
BOT CHORD 2 X 4 SPF 166OF 1.5E
WEBS 2 X 4 SPF 165OF 1.5E 'Except*
W1 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 1=99710-3-8.5=997/0-2-0
Max Hoa 1=228(LC 7)
Max Uplifll=-46(LC 7), 5=106(LC 7)
Max Gray 1=1466(LC 10), 5=1193(LC 10)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5.2-6. 3-5
FORCES (Ib)- Maximum Compression/Maximum Tension
TOP CHORD 1-8=-2375/24, 2-8=-2374/59, 2-9=-925/0, 3-9=-545/24, 3-4=-8/1, 4-5=-222/48
BOT CHORD 1-7=-210/1976,6-7=-210/1976,5-6=-571572
WEBS 2-7=0/302, 2-6=-1577/173, 3-6=-19/835, 3-5=-1344/135
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; EV C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (gat roof snow); Category II; Exp C; Sheltered; Ct= 1, Lu=50-0.0
3) Unbalanced snow loads haw 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 nonooncurrent with any other lies loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Bt
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) S.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift at joint 1 and 1061b uplift atjoint 5.
9) This truss is designed in accordance with the 2006 International Residential Gods sections R502A 1.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
01y
Pty
HOMES CS 1-17-08
0813358 C6
r
ROOFTRUSS
2
Ud
FT.D.G.TWIN
TCLL 35.0
Plates Increase
1.15
TC 0.68
Reference(optional)
Sl VUR UUN NEN I J 11-, xlane Falls, lU a , Ulay UuMn 7.010 s Bep 112007 I49Tek Industries, Inc. Thu Jan 1714:00:332005 Page 1
6-4-5 12-2-3 18.0-0 19-10.2
6-4-5 5-9.13 5.9.13 1-10.2
ya= 6uN•1A5.1
1.5x6 I
5 6
1.5x4 II
3m=
34= 4N=
6.4.5 12-2-3 18-0-0 19-10-2
6-4-5
5-9-13
5-9-13 1-10-2
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
Udell
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.68
Vart(LL)
-0.12
1-10
>999
360
MT20 169/123
(Roof Snow -35.0)
Lumber Increase
1.15
BC 0.47
Vert(TL)
-0.20
1-10
>999
240
TCDL 8.0
Rep Stress Incr
YES
WB 0.44
H=(TL)
0.05
7
n1a
Na
arra 0.0
e
Code IRC2006/TPl2002
(Matdx)
Wind(LL)
0.04
1-10
>999
240
Weight: 1021b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1850F 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF 1650F 1.6E 'Except-
BOTCHORD
W1 2 X 4 SPF -S Stud/Std, W2 2 X 4 SPF -S Stud/Std
WEBS
W3 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 7=997/0-2-0, 1=997/0-3-8
Max Hoa 1=259(LC 7)
Max Uplift7=-138(LC 7), 1=-36(LC 7)
Max Grav7=1364(LC 10), 1=1393(LC 10)
Structural wood sheathing directly applied or 3-7-5 oc purlins, exceptend
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 64, 2-9,4-8,5J
FORCES (Ib)- Maximum Compression/Mardmum Tension
TOP CHORD 1-11=2527/31, 2-11=-2398/46, 2-3=-1541/0, 3-0=1208/23, 4-5=-524/4, 5-6=-6/3, 6.7=77/138
BOT CHORD 1-10=242/2129, 9-10=242/2129, 8-9=-132/1213, 7-8=-30/282
WEBS 2-10=0/236,2-9=-1047/125,4-9=-3/600,4-8=-1345/149, 58=60/1022,5-7=1496/162
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Ely C; Sheltered; Ct=1, Lu=50-0-0
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate atjolnt(s) 7.
8) Protide mechanical connection (by others) of truss to bearing plate capable of vnthstanding 138 lb uplift at joint 7 and 36 lb uplift aljoint 1.
9) This truss is designed in accordance with the 2006 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
Ory
Py
T.D.G.PMN HOMES CS 1-17-08
0813358
C7
ROOFTRUSS
q
7
Plates Increase
1.15
TC 0.77
Vert(LL)
-0.11
1-7
Job Reference (ootlona0 '
r.V1U55 P112W/MIex10eeelrlee,elG I11UJan1714:00.3 20M Pagel
6-10-9 13-2-9 19-10-2
6-10-9
6-4-1
6-7-9
Wil swe 114'-1'
1.50 II aW= ss=
6-10-9 13-2-9 19-10-2
6-10.9 6-4-1 6-7-9
LOAADING(Ps35.0
TCLL
SPACING
2-0-0
CSI
DEFL
in
(loo)
I/deft
Ud
PLATES GRIP
(Roof Snow= -35.0)
Plates Increase
1.15
TC 0.77
Vert(LL)
-0.11
1-7
>999
360
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.42
Vert(TL)
-0.20
1-7
>999
240
BCLL 0.0a
Rep Stress Incr
YES
WB 0.41
Horz(TL)
0.04
5
n/a
n/a
BCDL 8,0
Code IRC2006/TP12002
(Mate
Wind(LL)
0.05
1-7
>999
240
Weight: 85 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SPF 1650F 1.5E
TOPCHORD
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF -S Stud/Std *Except*
BOT CHORD
W52 X 4 SPF 1650F 1.5E, W42 X 4 SPF 1650F 1.5E
WEBS
REACTIONS (Ib/size) 5=1079/0-2-0, 1=1026/0-3-8
Max Horz 1=287(LC 7)
Max Uplift5=-188(LC 7), 1=23(1-C 7)
Max Grav 5=1 331 (LC 2), 1=1076(LC 2)
FORCES (lb)- Maximum CompressionR&ximum Tension
TOPCHORD 1-2=1842115, 2-3=-1095/0, 34=247/138, 4-5=384/75
BOT CHORD 1-7=237/1524, 6-7=-238/1520, 6-8=-119/880, 5-8=-119/880
WEBS 2-7=0/255, 2-6=-782/137, 3-6=0/658,3-5=1207/164
Structural wood sheathing directly applied or 44-5 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 4.5,2.6,3-6
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category 11; EV C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 psf (Mat roof snow); Category 11; Exp C; Sheltered; Ct=1
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 nonconcurrenl with any other live loads.
5) "This truss has been designed for a liw load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate at joint($) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 231b uplift at joint 1.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
TnrssType0h'
1-0-0
Ply
T.D.G.TMN HOMES CS 1-17-08
0813358 CR1
ROOFTRUSS
1
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.72
Job Reference trona)
STOCK OCK wlhvrven lair, loan rats, lu aww, uay Gusun 7.0106 Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:00:352008 Page 1
1-10-10 5-10-1 5-4-15
auk•121.4
4x4 ;
4
5-10-1
5-4-15
LOADING(psf)
SPACING
1-0-0
CSI
DEFL
in
(loc)/dell
BOT CHORD
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.72
Vert(LL)
-0.14
5-6
>947
360
MT20 159/123
(Roof Snow= -35.0)
Lumber Increase
1.15
SC 0.74
Verl(TL)
-0.23
5-6
>564
240
8.0
BCDL 8.0
Rep Stress lncr
NO
WB 0.83
Horz(TL)
0.02
5
Na
rda
BCDL 0.0
Code IRC2006ITP12002
(Matrix)
Wnd(LL)
0.06
5-6
>999
240
Weight: 401b
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 166OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF -S Stud/Std *Except*
BOT CHORD
W3 2 X 4 SPF 1650F 1.5E
WEBS
REACTIONS (IWsize) 5=1033Mkchanical, 2=622/0-4-15
Max Hone 2=-24(LC 8)
Max Uplift5=-144(LC 3),2=1 03(LC 5)
Max Grav5=1095(LC 2), 2=644(LC 2)
FORCES (Ib)- Maximum Compression/Mabmum Tension
TOP CHORD 1-2=0/48,2-7=-1302/138,3-7=-1300/138,3-4=.124/53,4-5=-105/11
BOT CHORD 2-6=-1122M216,5-6=122/1216
WEBS 3-6=-321/853,3-5=-1186/117
Structural wood sheathing directly applied or 6-0.0 oc purlins, except end
verticals.
Rigid ceiling directly applied or 6-00 oc bracing.
1 Row at midpt 3-5
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.epsf Category II; Exp C; enclosed; MVVFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; Pf=35.0 psf (eat roof snow); Category II; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads, have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat roof load of 35.0 pat on overhangs non -concurrent
with other live loads.
5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chard and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 5 and 103 Ib uplift at joint 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert 1-2=43
Trapezoidal Loads (plo
Vert: 2=-0(F=4, 8=4) -to -5=-287(F=-139, B=-139)
Job
SPACING
2-0-0
CSI
HOMES CS 1-77-06
�Tw��Tru�wType��Qty]FlyT.D.G.TN4N
QB13358
(la)
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.33
Jab Reference (optional)
STOCK QQMPQNF TSIF, Mello Falls, ll) 839@, Clay Gustn
14-0
9-11-13
4M =
7.010 s Sep 112007 MTek Industies, Inc. Thu Jan 1714:00:36 2008 Page 1
9-11-13
14-0
awk=1:36.5
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in
(la)
I/dell
old
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.33
Vert(I-Q
-0.03
13
Nr
90
MT20 169/123
(Roof Snow ----35.0)
Lumber Increase
1.15
BC 0.14
Vert(TL)
-0.03
13
Nr
80
TCDL 8.0
=
Rep Stress lncr
NO
WB 0.12
Horz(TL)
0.00
12
Na
Na
BCLL 0.0
BCDL 0.0
Code IRC20OS/TP12002
(Matrix)
Wind(LL)
0.01
13
nrr
120
Weight: 74 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 2 X 4 SPF -S Stud/Sld
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.
REACTIONS (Ib/size) 2=267/19-11-10, 12=267/19-11-10, 18=179/19-11-10, 19=204/19-11-10, 20=202/19-11-10,21=215/19-11-10,22=162/19-11-10, 17=204/19-11-10,
16=202/19-11-10, 15=215/19-11-10, 14=162/19-11-10
Max Horz 2=-76(LC B)
Max Uplift2=-55(LC 7), 12=-69(LC 8), 19=32(LC 7), 20=33(LC 7), 21=-42(LC 7), 22=-50(LC 9), 17=30(LC 8), 16=-34(LC 8), 15=-42(LC 8),14=.50(LC 9)
Max Grav2=342(LC 9), 12=342(LC 9), 18=179(LC 1), 19=280(LC 2), 20=233(LC 2), 21=215(LC 1), 22=163(LC 2), 17=280(LC 3), 16=233(LC 3), 15=215(LC 1),
14=163(LC 3)
FORCES (Ib) - Maximum CompressionlMaldmum Tension
TOP CHORD 1-2=0/93, 2-3=-75/31, 3-4=-65/43, 4-5=-67/64, 5-6=-77/85, 6-7=-82/102, 7-8=82/97, 8-9=-77/67, 9-10=-67/34, 10.11=-65/17,
11-12=-75/11, 12-13=0/93
BOT CHORD 2-22=0/77, 21-22=0/77, 20-21=0/77, 19-20=0/77, 18.19=(177, 17-18=0/77, 16-17=0/77, 15-16=0/77, 14-15=0/77, 12-14=0/77
WEBS 7-18=1147/0,6-19=-248/51, 5-20=-203/54, 4-21=-177/57,3-22=152/40,8-17=248/49, 9-16=-203/54,10-15=177/57,
11-14=-152/39
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; EVC; enclosed; MWFRS (low-rise); 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 7-05; Pf--35.0 psf (fiat roof snow); Category II; Exp C; Sheltered; Ct=1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof like 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) Al plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0.0 oc.
10)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
11) Provide mechanical connection (by others) of Was to bearing plate capable of withstanding 551b uplift atjoint 2, 69 Ib uplift at joint 12, 32
It, uplift at joint 19, 33 Ib uplift atjoint 20, 42 lb uplift at joint 21, 501b uplift at joint 22, 301b uplift at joint 17, 34 Ib uplift atjoint 16,42 Ib
uplift at joint 15 and 50 lb uplift at joint 14.
12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI7TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
007
Ply
TWIN HOMES CS 1-17-08
Q813358
D2
ROOF TRUSS
1
1
CSI
DEFL
in
(loc)
Well
Ud
Job Rerarence ti0nal
b i con COMFGN n, oir, iaanu reis, iD a4aus, uay Gusan 7.010 s Sep 11 2007 MTek Illdnetrles, IM. Thu Jan 1714:00:372008 Page 1
5-1-10 k 9-10-5 14-7-0 19-10-2 21-2-2
5-1-10 4-8-11 4-8.11 5-3-2 1-4-0
scab =134.0
4a=
M=
9-10-5 9-11-13
Plate Offsets KY): f1:0-1-13.0-2-01.
f5:0-1-11.Edge1
LOADING(ps0
SPACING 2-0-0
CSI
DEFL
in
(loc)
Well
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.45
Vert(LL)
-0.16
5-7
>999
360
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase 1.15
BC 0.60
Vert(TL)
-0.38
5-7
>624
240
TCDL 8.0
Rep Stress Ina YES
WB 0.47
Hom(TL)
0.05
5
Na
Na
BCLL 0.0
BCDL 8.0
Code IRC2006/TP12002
(Matri))
Wind(LL)
0.04
1-7
>999
240
Weight: 65 lb
LUMBER BRACING
TOPCHORD 2 X 4 SPF 1650F 1.5E TOPCHORD Structural wood sheathing directly applied or 4-11-0 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/Std
REACTIONS (lb/size) 1=99510-2-0,5=1138/0-3-8
Max Horz 1=-84(LC 8)
Max Upliftl=-63(LC 7), 5=122(LC 8)
FORCES (Ib) - Ma>amum CompressiontMeAmum Tension
TOPCHORD 1-2=1693/134, 2-8=1249/63, 3-8=-1227/81, &9=1153/87, 49=-1248/71, 4-5=-1708/122, 5.6=0/95
BOT CHORD 1-7=11511443,5-7=3911436
WEBS 2-7=561/138, 3-7=01620,4-7=5311129
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; 13CDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; EV C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Protide mechanical connection (by others) of truss to bearing plate at joint(s) 1.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631b uplift at joint 1 and 122 lb uplift atjoint 5.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11 A and R802.10.2 and referenced
standard ANSI7TPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Qty
Pty
WIT.D.G.TNHOMESCS1-17-08
Q81 3358 D3
ROOF TRUSS
11
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.72
Jab Reference Banal
STQ(:K UUNFUNEN I SIF, Mano Falls, IU a , Uzi (iusbn
7.010 s Sep 112007 MTek IMusbies, Inc. Thu Jan 1714:00:402008 Page 1
1-10.8 9-10-5 14-7-0 19-10-2 21.2-2
1-10-8 7-11-13
She MT18H=
4-8-11
5-3-2 1-4.0
scale- 135.1
30 11 3x12 = �D -
1-10-8 7-11-13 9-11-13
1
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
/dell
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.72
Vert(LL)
-0.18
6-7
>999
360
MT20 169/123
(Roof Snaw-35.0)
Lumberincrease
1.15
BC 0.69
Vert(TL)
-0.41
5-7
>578
240
MT18H 220/195
TCDL 8.0
Rep Stress Incr
YES
WB 0.48
Horz(7L)
0.06
5
Na
n/a
W.ni a'�
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.04
7-8
>999
240
Weight: 81 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 DF -N 240OF 2.0E 'Except'
TOP CHORD
T12X6 DF No.2
BOT CHORD 2 X4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF -S Stud/Std 'Except-
WEBS
W2 2 X 4 SPF 185OF 1.5E, W3 2 X 6 DF No.2, W4 2 X 4 SPF 1650F 1.5E
W5 2 X 4 DF -N 240OF 2.0E
REACTIONS (lb/size) 9=992/0.2-0, 5=1135/0.38
Max Horz 9=-99(LC 8)
Max Uplift9=-63(LC 7), 5=121 (LC 8)
Max Grav9=1110(LC 15), 5=1135(LC 1)
Structural wood sheathing directly applied or 3-3-10 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-7
FORCES (lb)- Maximum Compression/fvlaAmum Tension
TOP CHORD 1-9=-1006/43, 1-2=-2883/232, 2-10=-1525/64, 3-10=-1259/83, 3-11=-1187/96, 4-11=-1262/78, 4-5=1680/121, 5-6=0/95
BOT CHORD B-9=37/202,7.8=21612606,5.7=.32/1407
WEBS 1-8=23W2929,2-8=1222/170,2-7=-14961209,3-7=0/469,4-7=504/117
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Eery C; enclosed; MvVFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct=1, Lu=50-0-0
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) Protide 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) Al plates are M720 plates unless otherwise indicated.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate atjoinits) 9.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 9 and 121 Ib uplift at joint 5.
11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss TypeOy
[5:M-8,0-2-01.18:0-3-8.0-1-81
Ply
T.D.GTWIN HOMES CS 1-17-08
0813358 04
ROOF TRUSS
1
1
TCL LOADING (ps35.0
SPACING 2-0.0
CSI
Job Reference(optional)
STOCK COWPONE.4.a-ir,uawrens,!D$3403,0i ywean
7.010s Sep 11 2007MTex IndusNes, Inc. Thu Jan 1714:00:41 2008 Pagel
-14-0 5-3.2 9-11-13 15.11-10 19-10.2
14-0 5-3-2 4-8-11 5-11-13 3-10-8
stab =1:35.7
64 =
b*- M= 9x4 I I
9-11.13 5-11-13 3-1 D-8
Plate Offsets (X,Y):
12:0.1-11,Edgel.
[5:M-8,0-2-01.18:0-3-8.0-1-81
TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, 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.
W5 2 X 4 SPF 165OF 1.5E
TCL LOADING (ps35.0
SPACING 2-0.0
CSI
DEFL
in
(loc)
Ildeil
Ud
PLATES GRIP
(Roof Snaw=-35.0)
Plates Increase 1.15
TC 0.87
Vert(LL)
-0.20
2-9
>999
360
IvTP20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.56
Vert(TL)
-0.47
2-9
>502
240
BCLL 0.0
Rep Stress Incr YES
WB 0.77
Horz(TL)
0.04
7
n/a
n/a
BCLL 8.0
Code IRC2006/rP12002
(Mabix)
Wind(LL)
0.03
8-9
>999
240
Weight: 73 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, 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.
W5 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 7=99210.2-0,2=1135/0-3-8
Max Horz 2=119(LC 7)
Max Uplift7=-65(LC 8), 2=120(LC 7)
FORCES (lb)- Maximum Compression/Maltlmum Tension
TOP CHORD 1-2=0/95, 2-3=-1688/120, 3-10=1241!71, 4-10=-1072/87, 4-11=-1159/81,
5-11=1328/62, 5-6=1762/120, 6-7=-939/81
BOT CHORD 2-9=-142/1418,8-9=11211701,7-8=-5/99
WEBS 3-9=-524/123, 4-9=0/548, 5.9=727/112, 5.8=-835/101, 6-8=-135/1954
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Uy C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PI -35.0 psf (flat roof snow): Category II; EV C; Sheltered; Ct= 1, Lu=50-0.0
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) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 7 and 120 lb uplift at joint 2.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI I.
LOAD CASE(S) Standard
Job Truss
Truss Type
Oly
Py
T.D.G.TWIN HOMES CS 1-17-08
0813358 05
ROOFTRUSS
1
7
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.71
Job Reference tional
STOOK OOM'IJNEN i SS IF, nano Falls, lu x3911;1, clay uumn
11
7.010s Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:00:43 2008 Pagel
-1-4-0 5-3-2 9-11-13 13-11-10 19-10-2
1-4-0 5-3-2 4-8-11 3-11-13 5-10-8
stew =1:35.7
48 =
O1=- are= dxa= 3x1 II
9-11-13 3-11-13 5-10-8
LOADING(ps0
SPACING
2-0-0
CSI
DEFL
in
(IOC)
I/dell
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.71
Vert(I-Q
-0.21
2-9
499
360
MT20 169/123
(Roof Snow=35.0)
Lumber Increase
1.15
BC 0.53
Vert(TL)
-0.48
2-9
>492
240
TCDL 8.0
BOLL 0.0
Rep Stress Incr
VES
WE 0.49
HOrz(TL)
0.04
7
Na
Na
acral an
Code IRC20067TPI2002
(Matrix)
Wnd(LL)
0.03
2-9
>999
240
Weight: 76b
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'Exoept' BOT CHORD
W6 2 X 4 SPF 165OF 1.SE, W5 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 7=992/0-2-0,2=1135/0-3-8
Max Horz2=137(LC 7)
Max Uplift7=-68(IC 8),2=-117(!-C 7)
Max Grav7=1030(LC 14), 2=1135(LC 1)
Structural wood sheathing directly applied or 5-1-5 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib)- Madmum CompressionMladmum Tension
TOP CHORD 1-2=0/95, 2-3=-1697/117, 3-10=-1227/60, 4-10=-1128!76, 4-11=-10751/9, 5-11=1216!/6, 5-12=-1422/93, 6-12=-1427/93,
6-7=959/97
BOT CHORD 2-9=158/1428, 8-9=-89/1393, 7-8=8/155
WEBS 3-9=537/127, 4-9=0/662.5-9=605/84.5-8=-634f77,6-8=-96/1473
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PF --35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct= 1, Lu=50-0-0
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 limes, 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will 0t
between the bottom chord and any other members.
8) Provide mechanical connection (by others) oftruss to bearing plate atjoint(s) 7.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7 and 117 lb uplift at joint 2.
10) This truss is designed in accordance with the 2006 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
PlyT.D.G.T
INHOMESCS1-17-06
0813358 D6
ROOFTRUSS
1
1
PLATES GRIP
TCLL 35.0
(Roof Snaw=-35.0)
Plates Increase
1.15
TC 0.77
Job Reference(optimal)
51 con COWONEn am, nano Fans, iD 834W, Cay Gunn
7.0105 Sep 11 2007 MTek Industies, Inc. Thu Jan 1714:00:452008 Page 1
-1-4-0 5-3-2 9-11-13 11-11-10 19.10-2
1.4-0 5-3-2 4-8-11 1-11-13 7-10-5
Buie =1:35.7
4a=
= 3,8= 4x4= 3x411
9-11.13 1-11-13 7-10-8
LOADING(ps0
SPACING
2-0-0
CSI
DEFL
in
(loc)
Vdefl
Ud
PLATES GRIP
TCLL 35.0
(Roof Snaw=-35.0)
Plates Increase
1.15
TC 0.77
Vert(LL)
-0.20
2-9
>999
360
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
Be 0.55
Vert(TL)
-0.45
2-9
>518
240
Rep Stress lncr
YES
WB 0.69
Horz(TL)
0.03
7
Na
n1a
RCDL a�n
Code IRC2006fTP12002
(Metrix)
Wind(LL)
0.03
2-9
>999
240
Weight 881b
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.SE -Except' TOP CHORD
T32 X6 OF No.2
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD
WEBS 2 X 4 SPF -S Stud/Std *Except*
W6 2 X 4 SPF 165OF 1.5E, W5 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 7=992/0-2-0, 2=1135/0-3-8
Max Horz2=154(LC 7)
Max Uplift7=-73(LC 8), 2=115(LC 7)
Max Grav7=1168(LC 14), 2=1135(LC 1)
Structural wood sheathing directly applied or 5-1-5 oc purlins, etcceptend
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib)- Maximum Compression/Mammum Tension
TOP CHORD 1-2=0/95, 2-3=-1699/110, 3-10=1226/47, 4-10=-1125/63, 4-5=-1204!76, 5-11=-1241/77, 11-12=-1243/77, 6-12=-1248/76,
6-7=-1090/109
BOT CHORD 2-9=-168/1431,8-9=-73/1223,7-8=0/129
WEBS 3-9=529/128, 4-9=-31/936,5-9=760183,6-8=-645171, 6-8=-84/1279
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; Pf--35.0 psi (flat roof snow); Category II; Exp C; Sheltered; Ct=1, Lu=50-0.0
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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Protide mechanical connection (by others) of truss to bearing plate at jomtl s) 7.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 7 and 1151b uplift at joint 2.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVFPI 1.
LOAD CASE(S) Standard
JabTruss
Truss Type
Oty,
Py
HOMES CS1-17-08
0813358 E1
ROOFTRUSS
1
1
�TD.G.TWIN
Plates Increase
1.15
TC 0.61
Vert(LL)
Job Reference (optional)
sT uK uwvur,; N I SIF, marl0 halls, IU a:14rF1, clay r u00n
I
1-4-0
6-8-0
5x0 =
7.010 a Sep 112007 MTek Industries, Inc. Thu Jan 1714:00:462008 Page 1
4-6-9 4-6-7
Smb-1:20.0
1 JYO II 3itl =
6-8-0 11-2.9 15-9-0
6-5-0
4-6-9
4-6-7
LOADING(ps0
SPACING
2-0-0
CSI
DEFL
in (1m)
I/deH
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.61
Vert(LL)
-0.17 7-8
>999
360
MT20 169/123
(Roof Snoyr--35.0)
Lumber Increase
1.15
BC 0.82
Vert(TL)
-0.27 7-8
>675
240
TCDL 8.0
Rep Stress Incr
YES
WB 0.82
Horz(TL)
0.05 6
n1a
We
arra 8 n LL 0.0
Code IRC2006/TPI2002
(Matti
Wmd(LL)
0.06 7-8
>999
240
Weight: 52 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 1 66O 1.5E
WEBS 2 X 4 SPF -S Stud/Std *Except*
BOT CHORD
W5 2 X 4 SPF 165OF 1.5E
WEBS
REACTIONS (ItVsize) 6=777/0-5-8,2=932/0-5-8
Max Horz 2=84(LC 7)
Max UPIift6=-57(LC 8), 2=-105(LC 7)
Max Grav6=800(LC 14), 2=932(LC 1)
Structural wood sheathing directly applied or 5-9-10 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
I Raw at midpt 4-6
FORCES (lb) - Maximum Compression/MlaAmum Tension
TOP CHORD 1-2 /96, 2-9=-1217/65, 3-9=-1096/80, 3-10=-1033!71, 10-11=-1091/60, 4-11=-1150/57, 4-5=.474/27, 5-6=387/48
BOT CHORD 2-8=30/971,7-8=15412282,6-7=.161/2287
WEBS 3.8=0/452, 4-8=-1380/137, 4-7=44/95, 4-6=-2053/139
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psh Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
gdp DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (fiat roof snow); Category II; Exp C; Sheltered; Ct=1, Lu=50-0-0
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 Hat 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)' This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl
between the bottom chord and any other members.
8) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 6 and 1051b uplift at joint 2.
9) This truss is designed in accordance with the 2006 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
C1,
Ply
T.D.G.TWIN HOMES CS 1-17-05
Q813358 E2
ROOF TRUSS
1
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.88
Job Reference tlanel
b l Ulan liVry NtN I bm, manou rats, N AWUJ, uay lusun
14.0
6-8-0
7.0106 Sep 112007 MTek Induslnes, Inc. Thu Jan 1714:00:50 2008 Page 1
2-0-9 7-0-7
6-8-0
2-0-9
7-0-7
ac =IZA
Min
LOADING(ps0
SPACING
2-0-0
CSI
DEFL
in
(loc)
Udell
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.88
Vert(LL)
-0.06
2-8
>999
360
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.48
Vert(TL)
-0.14
2-8
>999
240
MT20H 148/108
TCDL 8.0
=
Rep Stress lncr
YES
WB 0.77
Horz(TL)
0.03
6
Na
n1a
SCILL
Code IRC2006/TPI2002
(Matrix)
Wnd(LL)
0.02
2-8
>999
240
Weight: 57 lb
RCILL 5.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 166OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S StUd1Std `ExcepC BOT CHORD
W5 2 X 4 SPF 2100F 1 SE, W4 2 X 4 SPF 165OF 1.5E
REACTIONS (Ib/size) 15=77710-5-8,2=93210-5-8
Max Hoa 2=107(LC 7)
Max Uplift6=-61(LC 8), 2=103(LC 7)
Max Grav6=967(LC 14), 2=932(LC 1)
Structural wood sheathing directly applied or 5-1-10 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib) - Maximum Compression/Mammum Tension
TOP CHORD 1-2=0/96, 2-9=-1197/53, 3-9=-1072/69, 3-4=1106/81, 4-10=-303/19, 10-11=306/19, 5-11=-311/19, 5-6=513/88
BOT CHORD 2-8=50/949, 7-8=91/1433, 6-7=94/1433
WEBS 3-8=26/840, 4-8=-954170,4-7=0/141, 46=1216/80
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (Bat roof snow); Category II; P)r C; Sheltered; Ct=1, Lu=50-0-0
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 Bat 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) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 Ib uplift at joint 6 and 103 Ib uplift atjoint 2.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
0y
Py
T.O.G.T IN HOMES CS 1-17-M
0813358 E3
ROOFTRUSS
1
1
LOADING(PSO
SPACING 2-0-0
CSI
DEFL in
Job Reference(optional)
4-5-9
4-2-1
s,w ii xa =
mno=
,,.iu aep rr., miaR iwusmae, inc. inudan rr ir:w:m Iwo rgeI
7-1-7
14-0
Sae -1,28.3
a
4-5-9
4-2-1
7-1-7
Plate Offsets (X,Y): [3:0-5-12,0-1-121,[4:1-0.0,0-0-141
LOADING(PSO
SPACING 2-0-0
CSI
DEFL in
(loc) I/deb
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.85
Vert(LL) -0.12
4-6 >999
360
MT20 169/123
(Roof Snowy --35.0)
Lumber Increase 1.15
BC 0.55
Vert(TL) -0.21
4-6 >893
240
TCDL 8.0
Rep Stress Incr YES
WB 0.95
Hoa TL) 0.03
4 Na
n/a
BOLL 0.0
Code IRC2008/TPI2002
(Matrix)
Wind(LL) 0.03
4-e >988
240
Weight: Se lb
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 3-11-11 oc purlins, except
BOT CHORD 2 X4 SPF 165OF 1.5E
end verticals.
WEBS 2 X4 SPF -S Stud/Std
BOT CHORD
Rigid ceiling directly applied a 10-0-0 oc bracing.
REACTIONS (lb/size) 8=77710-5.8.4=93210-5.8
Max Horz8=-132(LC 8)
Max Uplift8=-70(LC 5), 4=-101(LC 8)
Max Grav8=1051(LC 10), 4=1214(LC 11)
FORCES (lb) - Matdmum Compression/Ivlammum Tension
TOP CHORD 1-8=-280/39, 1-9=-51/3, 2-9=51/3, 2-3=-983/80, 3-10=-1095/62, 4-10=-1303/47, 4-5=0/96
BOT CHORD 7-8=0/945,6-7=0/945.4-6=0/982
WEBS 2-B=1148/78, 2-7=0/133, 2-6=61/557, 3-6=179/139
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Spsf; Category II; Eta C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 psf (flat roof snow); Category 11; Exp C; Sheltered; Ct=1, Lu=50-0-0
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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 8 and 101 Ib uplift atjoint 4.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard
Jeb Truss
Truss Type
ON
Ply
T.D.G.TWINHOKESCS 1-17-08
0813358 E4
r
ROOF TRUSS
1
2
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
Job Referencetlona
SIUUK INN NtN Islr, iur rats, iu OJ9Uf, clay wen
1-4-0 4-5-3
3-7.11
7.010 s Sep 11 2W71ATelkIMusines, Inc. Thu Jan 1714:00:522008 Pagel
3-7-13
3-11-5
Sca6=120.4
6�s =
1.5x4 II fiu1=
d 5 12 0
..,. � .:o a coo ax�o - •w II
4-6-3
3-7-11
3-7-13
3-11-5
Plate Offsets KY): 12:0.3-10.0-2-01. (4:0-3-0.0-2-01. 17:Edoe,0-3-81
[9:0-3-8.0-4-01
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
floc)
Well
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.57
Vert(LL)
-0.12
9-10
>999
360
MT20 169/123
(Roof Snow -35.0)
Lumber Increase 1.15
BC 0.79
Vert(TL)
-0.20
9-10
>909
240
TCDL 8.0
Rep Stress Incr NO
WS 0.97
Horz(TL)
0.05
7
n1a
Na
BCLL 0.0
Code IRC2006/TPI2002
(Matri)Q
Wind(LL)
0.05
9-10
>999
240
Weight: 168 lb
BCDL 8.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 8 DF 180OF 1.8E
WEBS 2 X4 SPF 165OF ISE 'Except' BOT CHORD
W1 2 X 4 SPF -S Stud/Std, W2 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 7=5849/0-5-8.2=6004/0-5-8
Max Horz 2=15l (LC 7)
Max Uplift7=-1137(LC 3), 2=-1298(LC 3)
Max Grav7=6070(LC 10), 2=6343(LC 11)
Structural wood sheathing directly applied or 4-2-6 oc purlins, except end
verticals.
Rigid ceiling directly applied or 6.0.0 oc bracing.
FORCES (lb) - Ma4mum Compression/Ma>amum Tension
TOP CHORD 1-2=0/106, 2-11=-9793/2129, 3-11=-9579/2195, 3-4=-6699/1425, 4-5=4446/856, 5-12=-4445/855, 6.12=-4445/855,
6-7=-4904!/71
BOT CHORD 2-10=1926/8615,9-10=-1926/8615,8-9=-1200/5730,7-8=-13/132
WEBS 3-10=924/2693, 3-9=-3235/806, 49=1245/4226, 4-8=-2226/514, 5-8=489!/2, 6-8=-1241/6311
NOTES
1) 2 -ply truss to be connected together with 10d (0.131'X&) 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 0-7-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf; BCDL=4.Bpsf, Category II; Ely C; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL: ASCE 7-05; Pf--35.0 psf (gat roof snow); Category II; Ely C; Sheltered; Ct=1, Lu=50-0-0
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1137 lb uplift atjoint 7 and 1298 to uplift at
joint 2.
11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Girder carries be -in span(s): 2a-4-0 from 0.0.0 to 15-9-0
LOAD CASES) Standard
Continued on page 2
ob Truss
Truss Type
OtY
ply
T.D.G.TWIN HOMES CS 1-17-08
;3358
0813355 E4
ROOF TRUSS
1
2
Job Reference(optional)
r.ulu a Sep 11 aur M I ek IMUa01ee, IM Thu Jan 1714:00:622005 Paget
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-6=-86, 2-7=676(F=660)
Job Truss
Truss Type
O7
Pl=TDG.TVVIN.HOMESCSI-17-08
in
F1
ROOF TRUSS
2(optimal)
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.33,03
11
s wcn GOWONcry i am, iaano Fans, iu aaauu, uay Huron
1-4-0
7-11-8
4M =
7.010 s Sep 11 2007 MTek IndusMes, Inc. Thu Jan 1714:00:53 2008 Page 1
7.11.8
1.4-0
sus=1:3uo
LOADING (psq
SPACING 2-0-0
CSI
in
(lac)
IIdeB
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.33,03
11
nir
90
MT20 169/123
(Roof Snaw=35
Lumber Increase 1.15
BC 0.14,03
FVH.00
11
rut
80
0
TCDL 8.0
Rep Stress lncr NO
WB 0.08
10
Na
Na
BCDL 8.0
Code IRC2006/TPI2002
(Matrix)
.01
11
Nr
120
Weight: 56 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 185OF 1.5E
OTHERS 2 X 4 SPF -S Stud/Std
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.
REACTIONS (lb/size) 2=266/15-11-0, 10=286/16-11-0, 15=180/1511-0, 16=201/15-11-0, 17=215/15-11-0, 18=160/15-11-0, 14=201/15-11-0, 13=215/15-11-0, 12=160/1511-0
Max Horz 2=-65(LC 8)
Max Uplift2=-63(LC 7),10=75(LC 8), 16=-31 (UC 7), 17=43(LC 7), 18=-52(LC 9), 14=-29(LC 8), 13=44(LC 8), 12=52(LC 9)
Max Grav2=343(LC 9), 10=343(LC 9), 15=180(LC 1),16=266(LC 2), 17=233(LC 2), 18=160(LC 1), 14=266(LC 3), 13=233(LC 3), 12=160(LC 1)
FORCES (lb)- Manmum Compression/Maximum Tension
TOP CHORD 1-2=0/93, 2-3=-74/29, 3-4=-65/45, 4-19=71/58, 519=-28(66, 5-6=-79/84, 6-7=-79/79, 7-20=28/48, 8-20=71/41, 8-9=-65/19,
9-10=-74/13, 10-11=0/93
BOT CHORD 2-18=0/65, 17-18=0/65, 16-17=0/65, 15-16=0/65, 1415=0/65, 13-14=0/65, 12-13=0/65, 10-12=0/65
WEBS 6-15=-147/0,5-16=-236151,4-17=-195/58, 3-18=-150/38,7-14=236/50,8-13=195/58, 9-12=150/38
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); 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 7-05; Pr -35.0 psf (Bat roof snow); Category II; E)y C; Sheltered; Ct=1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat 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 nonooncurrenl with any other live loads.
7) Al plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 2,75 lb uplift at joint 10, 31
Ib uplift aljoint 16,43 lb uplift at joint 17, 52 lb uplift at joint 18, 29 Ib uplift at joint 14,44 lb uplift at joint 13 and 62 lb uplift at joint 12.
12) This truss is designed in accordance with the 20DS International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Type
Oly
Ply
T.D.G.1WN HOMES CS 1-17-08
Q 113358
:::�F2]ROOF
TRUSS
B
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.56
Job Reference (optional)
bYl�:h 1
1-4-0
7-11-8
W MT18H=
7.010s Sep 11 2007 MTek Indusines, Inc. Thu Jan 1714:00:552008 Pagel
7-11-8
1-4-0
scab=l ao.o
7-11-8
7-11-8
M
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deb
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.56
Ved(LL)
-0.12
2-6
>999
360
WF20 197/144
(Roof Snow= -3
Lumber Increase
1.15
Sc 0.44
Vert(TL)
-0.22
2-6
>826
240
MT18H 220/195
8.0
TCDL 8 .0
Rep Stress lncr
YES
WB 0.03
Horz(TL)
0.02
4
n/a
n1a
BCLL 0.0
SCDL 8.0
Code IRC2006/TPI2002
(M1aUix)
Wind(LL)
0.04
2-e
>999
240
Weight: 521b
LUMBER BRACING
TOP CHORD 2 X 4 DF -N 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2 X 4 SPF 166OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 DF -N 2400F 2.0E
REACTIONS (lb/size) 2=928/0.5-8,4=928/0-5-8
Max Him 2=-65(LC 8)
Max UPIift2=-112(LC 7), 4=112(LC 8)
FORCES (lb) - Ma>amum CompressiordMartlmum Tension
TOP CHORD 1-2=0/96, 2-7=-1149/53, 3-7=-988(/3, 3-8=-988/72, 4-8=1149/53, 4-5=0/96
BOT CHORD 2-6=7/900, 4-6=7/900
WEBS 3-6=0/319
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Spsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Eery C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof like 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 nonconcurrenl with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 2 and 112 Ib uplift at joint 4.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Trust
Truss Type
CRY
Ply
T.O.G.TWN HOMES CS 1-17-08
0813358 F3
ROOFTRUSS
2
1
Job Reference (optimal)
a.00K COMPONENTS -F, kW ro raps, iD waw, Xray ounn
7-11-8
6X0 Mr10H=
1.01U 6 Sep 11 20W MTek Industries, W. Thu Jen 1714:00:57 2006 Page 1
7-11-8
1-4-0
S W-127.7
`
X I�
3.10—
5
1.5X4 II
3X10 =
7-11-8
15-11-0
7-11-8
7-11-8
Plate Offsets (X Y): [1:0-10-4.0-0-101,13:0-10-4,0-0.101
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in
(loc)
Wall Ud
PLATES
GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.57
Vert(LL)
-0.15
1-5
>999 360
MT20
197/144
(Roof Sncw=35.0)
Lumber Increase 1.15
BC 0.52
Vert(TL)
-0.26
1-5
>709 240
W18H
220/195
TCDL 8.0
Rep Stress Inor YES
WS 0.03
Hort(TL)
0.03
3
rVa Na
BCLL
BCDL 8.0
Code IRC2006/TPI2002
(Matrix)
Wnd(LL)
0.06
1-5
>999 240
Weight: 50 lb
LUMBER
TOP CHORD 2 X 4 DF -N 240OF 2.0E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 DF -N 240OF 2.OE
REACTIONS (Ib/size) 1=781/0-5-8, 3=938/0-5-8
Max Hoa 1=-73(LC 8)
Max Upliftl=-49(LC 7), 3=-112(LC 8)
FORCES (Ib) - Mawmum CompressionfMammum Tension
TOP CHORD l -6=1169154,2-6=-1008f74,2-7=-896184,3-7=-1172153,3-4=0/96
BOT CHORD 1-6=18/922,3-5=18/922
WEBS 2-5=0/321
BRACING
TOP CHORD Structural wood sheathing directly applied orb -0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PI -35.0 psf (flat roof snow); Category II; Exp C; Sheltered; 01=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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 MI -20 plates unless otherwise indicated.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1 and 1121b uplift at joint 3.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASES) Standard
Apo Truss
Tnus Type
ON
Ply
T.D.G.TWIN HOMES CS 1-17-08
0813358 F4
ROOFTRUSS
1
2
LOADING(ps0
SPACING 2-0-0
CSI
DEFL
in
Job Reference flan
b I UCK COMPONCN I J F' nano taus, Ill t 'ulay wan 7.010 s Sep 112007 MTek Industries, Inc. Thu Jan 1714:00:582008 Pagel
4-5-0 7-11-8 11.6-0 15-11-0 17-3-0
4.5-0 3-6-8 36-8 4-5-0 1-4.0
scale. 1,17.7
4m n
4-5-0
36-8
36-8
4-5-0
Plate Offsets (X,1O: [1:&3-10,0-2-0],[5:(-3-10,0-2-01
LOADING(ps0
SPACING 2-0-0
CSI
DEFL
in
(loo)
Wall
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.52
Vert(LL)
-0.14
7-8
>999
360
MT20 169/123
(Roof Snovr--35.0)
Lumber Increase 1.15
BC 0.78
Ven(TL)
-0.23
7-8
>795
240
TCDL 8.0
Rep Stress lncr NO
WB 0.95
Horz(TL)
0.07
5
nda
n/a
BCLL 0.0
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.06
8-8
>989
240
Weight: 1421b
BCDL 8.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4-4.5 oc purlins.
BOT CHORD 2 X 6 OF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
WEBS 2 X 4 SPF -S Slud/Sid'Excepl'
W3 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=5881/0-5-8, 5=6036/0-5-8
Max Horz 1=-76(LC 8)
Max Upliftl=-1374(LC 3), 5=-1016(LC 3)
FORCES (Ib) - Maximum Compressiong&Amum Tension
TOP CHORD 1-2=9620/2211, 2-3=-6762/1468, 3-10=-6852/1514, 4-10=-6761/1360, 4-5=-9582/2039, 5-6=0/106
BOT CHORD 1-9=1939/6500,8-9=-1939/8500,7-8=-174319464,5-7=-174318464
WEBS 2-9=884/2579, 2-8=29791764.3-8=-152015630,4-8=2869/534,4.7=-911/2558
NOTES
1) 2 -ply truss to be connected together with 10d (0.131'x3') 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 0-7-0 W.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) Al 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 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; FV C; Sheltered; Ct=1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1374 lb uplift at joint 1 and 1016 lb uplift at joint
5.
10) This truss is designed 1n accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
11) Girder carries tie-in span(s): 2a-4-0 from 0-0-0 to 1571-0
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Ven: 1-3=-86,3-6=-86, 1-6=676(F=660)
Job Truss
Truss Type
Ory
Ply
T.OG.TWN HOMES CS 1-17-08
0813356 F5
r
ROOFTRUSS
1
2
DEFL in
(loc) I/deb Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
Job Reference tion
STOCK COMPONENTS -IF, Bator Falls, ID 834IXi, Clay Gustin 7.010s Sep 11 2007 MTek Induslnes, Inc. Thu Jan 1714:00:69 2008 Pagel
-14-0 4-5-0 7-11-8 11.6.0 i 15-11-0
1-4-0 4-5-0 3-6-8 3.6-8 4-5-0
scale. 1:27.7
axs ti
4-5-0 3-6.8
3-6-8 4-5-0
Plate Offsets (X.1): [2:0-3-10,0-2-01,[60-3-10,0-2-91
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/deb Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.52
Vert(LL) -0.14
8.9 -999 360
MT20 169/123
(Roof Snow= -35.0)
Lumber Increase 1.15
BC 0.78
Vert(TL) -0.23
8-9 >795 240
TCDL 8.0
Rep Stress Incr NO
WB 0.95
Horz(TL) 0.07
6 Na n/a
BCLL 0.0
Code IRC2006/TP12002
(Matri))
Wind(LL) 0.06
8-9 >999 240
Weight: 142 lb
BCDL 8.0
LUMBER
BRACING
T0PCHORD 2 X 4 SPF 1650E 1.5E
TOPCHORD
Structural wood sheathing directly applied or 4-4-5 oc purlins.
BOT CHORD 2 X 6 DF 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 6.0.0 oc bracing.
WEBS 2 X 4 SPF -S Stud/Std*Except*
W3 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 6=5881/0-5-8, 2=6036/0-5-8
Max Horz 2=76(LC 7)
Max Uplift6=-1150(LC 3), 2=-1295(LC 3)
FORCES (Ib)- MaAmum Compression/NWmum Tension
TOP CHORD 1-2=0/106, 2-3=9582/2199, 3.10=-8781/1387, 4-10=6652/1440, 45=6762/1488, 5.6=-9620/1956
BOT CHORD 2-9=1930/8464,8.9=-1930/a464,7-8=166618500,6-7=-166618500
WEBS 3-9=-898/2548, 3-8=-2919f784, 4-8=-1503/5830,5-8=-2911/474, 5-7=-879/2579
NOTES
1) 2 -ply truss to be connected together with tod (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 0-7-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (e) 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 7-05; 90mph; h=25ft; TCDL=4.Bpsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Sheltered; Ct=1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 fimes eat 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 nonconcument with any other live loads.
8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 11501b uplift atjoint Band 1295 lb uplift atjoint
2.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Girder carries 8e -in span(s): 28.4-0 from 0-0-0 to 15-11-0
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 14=-86, 4-6=-86, 2-6=-676(1`=660)
Job Truss
Truss Type
Qty
Ply
T.D.G.TWN HOMES CS 1-17-08
0813358 GIG
ROOF TRUSS
2
1
TCLL 35.0
Plates Increase 1.15
TC 0.33
Vert(LL)
-0.03
Job Reference Bana
BTuCK COMPOMEN1 S -o-, Wano Falb, lUa , Clay uusen 7.010s Sep112007MTekIndusbies,lnc. ThuJan1714:01:002008 Pagel
1-4-0 12-10.2
12-10-2
Scab=139.0
LOADING(psf)
SPACING 2-0-0
CSI
DEFL
in
(loc)
/dell
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.33
Vert(LL)
-0.03
1
nir
90
Mf20 169/123
(Roof Snow -35.0)
Lumberincrease 1.15
BC 0.13
Vert(TL)
-0.03
1
Nr
80
TCDL 8.0
=
Rep Stress lncr NO
WB 0.21
Horz(TU
0.00
9
Na
Na
BCUL nL 0.0
Code IRC20067TP12002
(Matrix)
Wnd(LL)
0.00
1
Nr
120
Weight: 55 lb
LUMBER BRACING
TOPCHORD 2 X 4 SPF 1650F 1.5E TOPCHORD 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 WEBS 1 Row at midpt 8-9
REACTIONS (lb/sim) 9=81/12-10-2, 2=278/12-10-2, 10=209/12-10-2, 11=204/12-10-2, 12=207/12-10-2,13=192/12-10-2, 14=245/12-10-2
Max Horz 2=215(LC 7)
Max Uplift9=-15(LC 7), 10=-33(LC 7), 11=35(LC 7), 12=32(LC 7), 13=40(LC 7), 14=-23(LC 7)
Max Grav9=111(LC 2), 2=326(LC 9), 10=287(LC 2), 11=276(LC 2), 12=218(LC 2), 13=192(LC 1), 14=246(LC 2)
FORCES (lb)- Maximum Compression(MaAmum Tension
TOPCHORD 1-2=0/93, 2-3=-186/50, 3-4=147/33, 4-5=-115/38, 5-15=82/0, 6-15=-78/52, 6-7=57/53, 7-8=61/41, 8-9=98/21
BOT CHORD 2-14=1/2, 13-14=1/2, 12-13=-1/2, 11-12=1/2, 10-11=1/2, 9-10=1/2
WEBS 7-10=-256/54, 6.11=244/54,5-12=186153,4-13=161/53,3-14=-208158
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category 11; E1p C; enclosed; MWFRS (low-rise); 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 7-05; Pt -36.0 pat (flat roof snow); Category II; E)y C; Sheltered; Ct=1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 pat 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 nonconcurrenl 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members.
11) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 151b uplift at joint 9, 33 lb uplift at joint 10, 35
Ib uplift atjoint 11, 32 lb uplift at joint 12, 40 to uplift at Joint 13 and 23 lb uplift at joint 14.
12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVfP1 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
OIY
Py
T.D.G.TWIN HOMES CS 1-17-08
0613358 G2
ROOFTRUSS
2
1
WEBS
REACTIONS (lb/size) 5=627/0-0-0, 2=785/0-5-8
6-6-9
Jab Reference tional
STOCK COMPONENTS -IF, Hary Falls, ID &MM, Clay Gostin
7.010 s Sep 11 2007 MiTsk IndusHes, Inc. Thu Jan 1714:01:01 2008 Page 1
14-0 6-6-9 6-3-9
M11
aakelell,
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 185OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Sld*Except'
BOTCHORD
4a=
WEBS
REACTIONS (lb/size) 5=627/0-0-0, 2=785/0-5-8
6-6-9
Max Uplift5=-104(LC 7), 2=77(1-C 7)
12-10-2
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/96, 2-3=-999/0, 3-7=-218/0, 4-7=-53/103, 4-5=324/69
6-6-9
BOT CHORD 2 -6=11V788,5 -6=113R88
WEBS 3-6/255, 3-5=-842/122
6-3-9
Plate Offsets (X,Y): (2:0-2-10,0-1-81
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
Wall L/d
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.60
Vert(LL)
-0.05
2-6
>999 360
MT20 169/123
(Roof Snav=35.0)
Lumber Increase
1.15
BC 0.27
Vert(TL)
-0.11
2-6
>999 240
TCDL 8.0
Rep Stress lncr
YES
WB 0.35
Horz(TL)
0.02
5
n/a n1a
BCILL
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.02
2-6
>999 240
Weight: 49 lb
BCILL 9.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 185OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Sld*Except'
BOTCHORD
W3 2 X 4 SPF 1650F 1.5E
WEBS
REACTIONS (lb/size) 5=627/0-0-0, 2=785/0-5-8
Max Harz 2=215(LC 7)
Max Uplift5=-104(LC 7), 2=77(1-C 7)
Max Grav5=778(LC 2), 2=823(LC 2)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/96, 2-3=-999/0, 3-7=-218/0, 4-7=-53/103, 4-5=324/69
BOT CHORD 2 -6=11V788,5 -6=113R88
WEBS 3-6/255, 3-5=-842/122
Structural wood sheathing directly applied or 6-0.0 oc purlins, exceplend
verticals.
Rigid ceiling directly applied a 10-0-0 oc bracing.
1 Raw at midpt 4-5,3-5
NOTES
1) Wind: ASCE 7-05; 90mph; h=2511; TCDL=4.8psf; BCDL=4.8psf; Category II; Ely C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Ely C; Sheltered; Ct=1
3) Unbalanced snow loads hate been considered for this design.
4) This truss has been designed for greater of min roof like 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104lb uplift at joint 5 and 77 Ib uplift at joint 2.
8) This truss is designed in accordance with the 2006 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
T.D.G.TMN HOMES CS 1-17-08
Q813358 G3
ROOF TRUSS
1
2
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
Job Reference canal
e. con wnrvnrn.oar, klaas, rail., iD waw, Clay Gun 7.010 s Sep 112007 MTek Industries, Inc. Thu Jan 1714:01:01 2008 Page 1
4-9-3 3-10-11 4-2-3
3x4 11 scak:VV-1'
4A � 4a II W- 4n1 =
4-9-3 B-7-15 12-10-2
I
4-9-3 3-10-11 4-2-3
Plate Offsets KY): 11:0-3.10.0-2-01
WO -3-80.4-01
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 SludIStd'Except'
BOT CHORD
W3 2 X 4 SPF 1 65O 1.5E
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 0.52
Vert(LL)
-0.08
1-7
-999
360
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.84
Vert(TL)
-0.14
1-7
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.92
Horz(TQ
0.03
5
nm
n/a
BCDL 8.0
Code IRC20061TPI2002
(txv»
Wind(LL)
0.03
1-7
>899
240
Weight: 131 Ib
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 SludIStd'Except'
BOT CHORD
W3 2 X 4 SPF 1 65O 1.5E
WEBS
REACTIONS (lb/size) 1=4008/0-5-8,5=4008/04-0
Max Horz1=183(LC 7)
Max Uplifl1=-926(LC 3),5=926(!-C 3)
Max Grav1=4037(LC 2), 5=4137(LC 2)
FORCES (Ib)-Ma>amum CompressionifMaltlmum Tension
TOP CHORD 1-2=6035/1396, 2-8=-3213/686, 3-8=-3075f744, 3-4=157/61, 4-5=-218/46
BOT CHORD 1.7=1213/5316,6-7=-1213/5316,5-6=-636/2810
WEBS 2-7=-793/2450, 2-6=2935/873, 3-6=-1150/3890, 3-5=4037/921
Structural wood sheathing directly applied or 5-10.2 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6.0.0 oc bracing.
1 Raw at midpt 4-5
NOTES
1) 2 -ply truss to be connected together with 1 Od (0.131"X3') 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 e - 2 rows at 0-7-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-8-0 co.
2) Al 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 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; F -VC; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL: ASCE 7-05; PF --35.0 psf (flat roof snow); Category 11; Exp C; Sheltered; Ct=1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
8) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 926 lb uplift at joint 1 and 926 lb uplift at joint 5.
9) This truss is designed in accordance with the 20061nternabonal Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Girder carries tie-in span(s): 23-6-8 from 0-0-0 to 12-10-2
LOAD CASE(S) Standard
1) Snow: Lumber Increase= 1. 15, Plate Increase=1.15
Uniform Loads (pif)
Vert: 14=86, 1-5=-557(F=-541)
Jab Tmss
Truss TypeOh'
TOP CHORD 2 X 4 SPF 1650F 1.5E
Ply
T.D.G.TWIN HOMES CS 1-17-08
OB13358 G4
ROOFTRUSS
1
2
TCADING (psf)SPACING
2-0-0
CSI
DEFL
in
Job Reference tianal
ST wCn COMPONENT544, Idaho rais, iv 6.403, Giay Guam 7.010 S Ssp 11 2007 MTek lndusbies, Inc. Thu Jan 1714:01:02 2008 Pagel
4-9-3 3-10-11 4-2-3
8x4 II sub:3/e'=1•
44s 4411 M= 4x4=
4-9-3 8-7-15 12-10-2
4-9-3 3-10-11 4-2-3
Plate Offsets MY): 11:0-3-10.0-2-01
(6:0-3-8 0-4-01
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
BOT CHORD 2 X 6 OF No.2
WEBS 2 X 4 SPF -S Stud/Std'Excepl'
BOT CHORD
W3 2 X 4 SPF 165OF 1.5E
TCADING (psf)SPACING
2-0-0
CSI
DEFL
in
(loo)
I/deo
Ud
PLATES GRIP
(Roof Snow= -35.0)
Plates Increase 1.15
TC 0.52
Vert(LL)
-0.06
1-7
>999
360
MF20 169/123
TCDL 6.0
Lumber Increase 1.15
BC 0.84
Vert(TL)
-0.14
1-7
>999
240
BCDL 0.0
Rep Stress Incr NO
WB 0.92
Horz(TL)
0.03
5
Na
n1a
BCDL 8.0
Code IRC2006/7PI2002
(Metri))
Wind(LL)
0.03
1-7
>999
240
Weight: 131 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
BOT CHORD 2 X 6 OF No.2
WEBS 2 X 4 SPF -S Stud/Std'Excepl'
BOT CHORD
W3 2 X 4 SPF 165OF 1.5E
WEBS
REACTIONS (lb/size) 1=4008/0-5-8,5-4008/0-4-0
Max Hoz 1=183(LC 7)
Max Upli61=-926(LC 3), 5=926(LC 3)
Max Grav 1=4037(LC 2), 5=4137(LC 2)
FORCES (lb) - Maximum Compression/fvlaxtlmum Tension
TOP CHORD 1-2=-6035/1396, 2-8=-3213/688, 3-8=3075/744, 3-4=157/61, 4-5=-218/46
BOT CHORD 1.7=.1213/5316,6-7=-121315316,5-6=636/2810
WEBS 2-7=-793/2450, 2-6=2935/873, 3-6=-1150/3890, 3-5=4037/921
Structural wood sheathing directly applied or 5-10-2 oc purlins, except
end verticals.
Rigid ceiling directly applied or 640 oc bracing.
1 Row at midpt 4-5
NOTES
1) 2 -ply truss to be connected together with 1 Od (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 0-7-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Al 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 7-05; 90mph; h=25tt; TCDL=4.Bpsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
4) TCLL ASCE 7-05; PI -35.0 psf (flat roof snow); Category II; Exgx C; Sheltered; Ct=1
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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 926 lb uplift at joint 1 and 926 lb uplift at joint 5.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVFPI 1.
10) Girder carries tie-in span(s): 23.6-8 from 0-0-0 to 12-10-2
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pig
Vert: 1-4=86.1-15=-557(F=-541)
Job:��HIG�==FTFUSS
e
Dh/
Pty
T.D.G.TIMN HONAES CS 1-17-06
Q813358
BOT CHORD 2 X 4 SPF 1650F 1.5E
2
1
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
Job Referents(optional)
STOCK GUM NF I SIF, Mann F015, IU a a4O3, Ulay Gusbn
7.010 s Sep 112007 MTek Industries, Inc. Thu Jan 1714:01:032008 Page 1
17-6-8 10-9-8
a4 -
Mm
28A-0
awls =is52
Plate Offsets (X,11: 13:0.2-8,0-3-01
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.
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in (loc)
Well
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.09
Vert(LL)
n/a -
n/a
999
IVTI-20 169/123
(Roof Snow=35.0)
Lumber Increase
1.15
BC 0.02
Vert(TL)
n/a -
n1a
999
TCDL 8.0
Rep Stress Incr
NO
WB 0.18
Horz(TL)
0.00 17
n1a
n1a
BCLL 0.0
Code IRC2006/TPI2002
(Matrix)
Weight: 1701b
BCDL 8.0
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
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF 1650F 1.6E 'Except'
WEBS
1 Row at midpl 10-24, 9-25, 6-26, 11-23, 12-21
ST5 2 X 4 SPF -S Stud/Std, ST4 2 X 4 SPF -S Stud/Std
ST3 2 X 4 SPF -S Stud/Std, ST2 2 X 4 SPF -S Stud/Std
ST1 2 X 4 SPF -S Stud/Std, ST5 2 X 4 SPF -S Stud/Std
ST4 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 17=20/284-0, 1=74/28-4-0, 24=200/28-4-0,25=205/284-0, 26=203/26-4-0,27=207/28.4-0,28=201/28-4.0,
29=202/28-4-0,30=217/28-4-0, 31=197/284-0, 32=182/28-4.0,23=205/28-4-0, 21=203/28-0-0, 20=206/28-4-0,
19=211/28.4-0, 18=141/28-4-0
Max Horz 1=271(LC 6)
Max Upliff17=14(LC 6), 1=-98(LC 5), 25=-33(LC 7), 26=45(LC 7), 27=-43(LC 7), 28=-41 (LC 7), 29=-42(LC 7), 30=46(LC 7),
31=40(LC 7), 32=-40(LC 7), 23=-27(LC 8), 21 =48(!-C 8), 20=42(LC 8), 19=-44(LC 8),18=-47(LC 8)
Max Gmv 17=23(LC 5), 1=163(LC 6), 24=200(LC 1), 25=283(LC 2), 26=225(LC 2), 27=207(LC 1), 28=202(LC 2), 29=202(LC 1),
30=217(LC 2), 31=197(LC 2), 32=182(LC 2), 23=313(LC 3), 21=296(LC 3), 20=222(LC 3), 19=211(LC 1), 18=142(LC
3)
FORCES (Ib)- Maximum Compression/Mammum Tension
TOP CHORD 1-2=-305/202, 2-3=-274/199, 3 -4= -244/200,4 -5= -208/i98,5 -6=171/196,6-7=136/i95, 7-8=100/193, 8-33=65/184,
9-33=56/194, 9-10=70/209, 10-11=-79/203, 11-12=-73/167, 12-34=-3/122, 13-34=-66/113, 1314=48/60,14-15=-45/46,
15-16=-10/20,16-17=-15/5
BOT CHORD 1-32=7/20, 31-32=-7/20,30-31=213, 29-30=213,28-29=213, 27-28=213,26-27=213, 2&26=213,24-25=2/3,23-24=2/3,
22-23=-2/3, 21-22=-2/3, 20-21=-2/3, 19-20=-2/3, 18-19=-2/3, 17-18=-2/3
WEBS 10-24=-168/19, 9-25=-251/52, 8-26=-193/65, 7-27=175/62, 528=-170/60, 5-29=170/81, 4-30=185/65, 3-31=-168/61,
2-32=i43/54,11-23=-281/46,12-21=-264167,13-20=191161, 14-19=-177/65, 15-18=-123/52
NOTES
1) Wind: ASCE 7-05; 90mph; h=25f; TCDL=4.Bpsf; BCDL=4.8psF; Category II; Exp C; enclosed; MWFRS (low-rise); 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 7-05; Pf=35.0 psf (fiat roof snow); Category II; Ely C; Sheltered; Ct= 1
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 nonconcurmnt with any other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-D-0 oc.
9)' This truss has been designed for a lice load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
Continued on page 2
Jeb
Truss
Truss Type
Qty
PyT.D.GJWIN
HOMES CS1-17-08
Q813358
H1G
ROOF TRUSS
2
1
Job Reference(optional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Guslin
7.010 s Sep 11 2007 Walk Industries, Inc. Thu Jan 1714:01:03 2008 Page 2
NOTES
10) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 17, 961b uplift atjoint 1, 33 lb uplift at joint 25, 45 Ib uplift at joint 28,
431b uplift at joint 27, 41 Ib uplift at joint 28, 421b uplift at joint 29, 481b uplift at joint 30, 40 lb uplift at joint 31, 40 lb uplift at joint 32, 27 lb uplift at joint 23, 48 lb uplift at joint 21, 42
Ib uplift at joint 20, 44 lb uplift atjoint 19 and 471b uplift at joint 18.
11) This truss is designed in accordance with the 2006 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
PlyT.D.G.TN
WIHOMES CSI -17-08
Q813358 H2
ROOF TRUSS
11
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.74
Jab Reference (OatlOnel)
a win wrvirvrvnv i rir, uuu rens, iv o.>ws, lnay wsmi 7.U1U3 W l l 2u0r M I Bx Irx1UWaS,1= I nU Jsn 1714:01:042006 Pagel
6-1-10 11-10-1 k 17-6-8 22.9-8 284-0
6-1-10 5-8-7 5-8-7 5.3-0 5-6-8
4A = Scab • 155.2
Sia= 11 13 14 10 9 15 a
M= 31S= 3H= 64=
9-7-10 7.10-14 10-9-8
LOADING (ps0
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deb
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.74
Vert(U.)
-0.40
8-10
>836
360
MT20 169/123
(Roof Snow=35.0)
Lumber Increase
1.15
BC 0.87
Vert(TL)
-0.72
8-10
>468
240
TCDL 8.0BCLL
Rep Stress Incr
YES
WB 0.39
Horz(TL)
0.07
8
Na
Na
0.0
Code IRC2006/TP12002
(Matrix)
Wnd(LL)
0.07
1-11
>999
240
Weight: 132 lb
BCDL 8.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
Structural wood sheathing directly applied or 3-10-5 oc purlins, except
BOT CHORD 2 X 4 SPF 1650F 1.5E
end verticals.
WEBS 2 X 4 SPF 165OF 1.5E'Exoept' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W1 2 X 4 SPF -S Stud/Std WEBS
1 Row at midpt 4-10, 6-8
REACTIONS (lb/size) 1=1556/Mechanica1, 8=1674/Wchanicwl
Max Hoa 1=271(LC 6)
Max Uplift1=-87(LC 7), 8=-75(LC 7)
FORCES (lb)-Ma>dmum CompressionMlaAmum Tension
TOP CHORD 1-2=2475/161, 2-3=2139/135, 3-4=-2000/161, 4-12=1360/121, 5-12=1231/147, 56=1348/164, 6-7=-273/53, 7-8=312/64
BOT CHORD 1-11=-265/2010, 11-13=-148/1530, 13-14=-148/1530, 10-14=-148/1530, 9-10=-53/938, 9-15=-53/938, 6-15=53/938
WEBS 2-11=-458/155, 4-11=-37/585, 4-10=-845/180, 5-10=-71/819,6-10=-60/336,6-8=-1424/117
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MVJFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 Pat (Bal roof snow); Category II; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and arty other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 1 and 75 lb uplift at joint S.
8) This truss is designed in accordance with the 2006 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
PlyT.D.G.TIMN
HOMES CS 1-17-08
Q813358
H3
ROOFTRUSS
2
1
DEFL
in floc)
/dell
L/d
PLATES GRIP
(Roof Snow= -35.0)
Jab Reference (optlanal)
b wur. uu r m ry i air, wane rans, v a ,uay wwn
7.010s Sep 112007 MTek I du5Nes, Inc. Thu Jan 1714:01:06 2706 Page 1
4-5-6 8.5.8 14.2-0 17-6-8 22.9.8 28.4.0
4-5-6 4-0-2 5-8-8 34-8 5-3-0 5-6-8
4A= a •1:65.9
W— 3M II
8-5-8 14-2-0 17-6-8 22-9-8 284-0
8-5-8 5-8-8 34-8 53-0 5-6-8
Plate Offsets KY): fl:D-1-6,0-0-21,f8:Edoe,0-1-121
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 *Except*
BOT CHORD
LOADING (pill)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in floc)
/dell
L/d
PLATES GRIP
(Roof Snow= -35.0)
Plates Increase 1.15
TC 0.94
Vert(LL)
430 12-13
>999
360
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.62
Ven(TL)
-0.6312-13
>633
240
BCLL 0.0
Rep Stress Incr YES
WS 0.91
Hoa(TL)
0.39 9
nta
rVa
BCDL 8.0
Code IRC2006/TP12002
(Matrix)
Wind(LL)
0.1312-13
>999
240
Weight: 133 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 *Except*
BOT CHORD
W22 X 4 SPF 165OF 1.SE, W42 X 4 SPF 1650F 1.5E
WEBS
W6 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=1434/Mechanicel, 9=1434/0-5-8
Max Horz 1=271 (LC 6)
Max Uplift/=-87(LC 7), 9=75(LC 7)
Structural wood sheathing directly applied or 3-7-6 oc purlins, exceptend
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-14, 5-11, 8-9
FORCES (lb) - Maximum Compression/fvladmum Tension
TOP CHORD 1-2=-2329/165, 2-3=3664/350, 3-4=-3572/363, 4-5=-2760/256, 5-6=-1645/192, 6-7=-1596/193, 7-8=-1363/110, 8-9=-1397/97
BOT CHORD 1-14=284/1899, 1314=-160/1301, 4-13=0/250, 12-13=419/3291, 11-12=208/2332, 10-11=-64/1125, 9-10=-12/51
WEBS 2-14=2148/347, 2 -13=387/2906,4 -12= -928/200,5 -12=-165/1867,5-11=-1908/267,6-11=-147/1201,7-11=-81/349,
7-10=-767/102,8-10=-57/1i49
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Eqi C; enclosed; MWFRS (lore -rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PF --35.0 psf (flat roof snow); Category II; 1 C; Sheltered; Ct=1
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 1 and 75 lb uplift at joint 9.
8) Beveled plate or shim required to provide full bearing surface with truss chord at to!nt(s) 9.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Truss,
Truss Type
Oy
Py
T.D.�HOIIESS i-17-063358
;Job
H4
ROOFTRUSS
1
1
PLATES GRIP
TCLL 35.0
(Roof Snowy --35.0)
Plates Increase 1.15 TC 0.90
Vert(LL) -0.3012-13 >999 360
MT20 169/123
Jab l)
51 OCK COWONEN I5 -R, Idaho Fells, 0 K141F1, clay (uslln
7.010 s Sep 11 2007 MTek Indusbles, Inc. Thu Jan 1714:01:07 2008 Page 1
7-3-12 14-2-0 17-6-8 22-8-8 27-10-8 35-1-0
7-3-12 6-10-5 3-4-8 5-2-0 5-2-0 7-2-8 1-4-0
stab=l:eo.o
s.s =
5B =
7-3-12 14.2-0 17-6-8
22-8-8 27-10-8 28-4 35-1-0
7-3-12 6-10-5 3-4-8
5-2-0 5.2.0 0-2-12 6-11-12
Plate Offsets (X,Y): f7:0.1-70,0.0-171. f2:0-3.0,Edael. 16:0-3-4,0.3-01.17:0.3-1,0.1-121
LOADING (psf)
SPACING 2-0-0 CSI
DEFL in (loc)/dell Ud
PLATES GRIP
TCLL 35.0
(Roof Snowy --35.0)
Plates Increase 1.15 TC 0.90
Vert(LL) -0.3012-13 >999 360
MT20 169/123
TCDL 8.0
Lumberincrease 1.15 BC 0.81
Vert(TL) -0.5312-13 >625 240
BCLL 0.0
Rep Stress lncr YES WB 0.79
Horz(TL) 0.38 9 Na Na
BCDL 8.0
Code IRC2006/TPI2002 (Matrix)
Wmd(LL) 0.12 1-13 >999 240
Weight: 142 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 6-0-0 oc bracing.
WEBS 2 X 4 SPF -S Stud/Std *Except*
WEBS 1 Row at midpt 2-12.3-11, 5-10.6-9
W3 2 X 4 SPF 165OF 1.5E, W5 2 X 4 SPF 1650F 1.5E
W8 2 X 4 SPF 166OF 1.5E
REACTIONS (lb/size) 1=1279/0-5-8.9=2397/0-5-8
Max Horz 1=-290(LC 5)
Max Upliftl=-91(LC 7), 9=200(1-C 8)
Max Gray 1=1384(LC 2), 9=2397(LC 1)
FORCES (lb) - Maximum Compression/Ma amum Tension
TOP CHORD 1-2=3889/302, 2-14=-2613/141, 3-14=2400/172, 3-4=-1370/162, 4-5=1285/160, 5-6=-795/110, 6-7=168/981, 7-8=0/112
BOT CHORD 1-13=327/3294, 12-13=-329/3272, 11-12=-149/2170, 10.11=-42/665,
9-10=-771/253, 7-9=-684/231
WEBS 2-13=0/264,2-12=1054/245, 3-12=-94/1733,3-11=2023/197,4-11=-116/1011, 5-17=-44/549,5-10=1009/56,&10=-7/1400,
6-9=2010/178
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; 6t' C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 psf (Bat roof snow); Category II; Exp C; Sheltered; Ct= 1
3) Unbalanced snow loads hale been considered for this design.
4) This truss las been designed for greater of min roof live load of 16.0 psf or 2.00 times eat 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.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 all by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing aljoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should writ' capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 1 and 200 lb uplift atjolnt 9.
9) This truss is designed in accordance with the 2006 Internafional Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASES) Standard
Job Truss
Truss Type
Ory
Py
T.D.G.TWIN HOMES CS 1-17-08
0813358 H5
ROOF TRUSS
7
1
Vert(LL) -0.31
13-14 >999 360
MT20 169/123
TCDL 8.0
Lumber Increase 7.15
Job Reference banal
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Crustln
I'
Toil) a Sep 112007 MTek Industries, Inc. Thu Jai 1714:01:082008 Page 1
714.0 7-3-12 14-2-0 17-6-8 22.8-8 27-10-8 35-1-0 �6-5-0
14-0 7-3-12 6-10-5 34-8 5.2-0 5-2-0 7-2-8 14-0
ecak=1:623
b6 =
5$ =
7-3-12 14-2-0 17-6-8 22-8-8 27-10-8 280-4 35-1-0
7-3-12 6-10-5 34-8 5-2-0 5-2-0 0-2-12 6-11-12
LOADING(PSO
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 0.83
Vert(LL) -0.31
13-14 >999 360
MT20 169/123
TCDL 8.0
Lumber Increase 7.15
BC 0.72
Vert(TL) -0.53
13-14 >623 240
BCLL 0.0
Rep Stress Incr YES
WB 0.79
H=(TL) 0.38
10 rVa n/a
BCDL 8.0
Code IRC20067TPI2002
(Matrix)
Wind(LL) 0.71
14 >898 240
Weight: 1441b
LUMBER
BRACING
TOPCHORD 2 X 4 SPF 1650F 1.5E
TOPCHORD
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 Stud7Std'Except'
WEBS
i Row at midpt 3-13.4-12, 6-11, 7-10
W3 2 X 4 SPF 165OF 1.5E, WS 2 X 4 SPF 165OF 1.5E
WB 2 X 4 SPF 165OF 7.5E
REACTIONS (lb/size) 2=1425/0-5-B, 10=2393/0-5-8
Max Horz 2=-276(LC 5)
Max Uplift2=-152(LC 7), 10=-199(LC 8)
Max Grav2=1529(LC 2), 10=2393(LC 1)
FORCES (Ib)- Maximum Compression/MaAnnum Tension
TOPCHORD 1-2-0/109, 2-3=3838/275, 3-15=-2599/149, 4-15=-2386/165, 4-5=-7364/159, 5-6=-1259/157, 6-16=-689/108, 7-16=791/106,
7-8=1(38/981, 8-9=0/112
BOT CHORD 2-14=321/3241,13.14=.323/3224,12-13=.148/2162,11-12=-481662, 10.11=772/253, 8-10=884/231
WEBS 3.14=0/281,3-13=1018/225,4-13=-9271719,4-12=2015/196, 5-12=-114/1005, 6-12=-44/545,6-11=1005/55,7-11=-5/1396,
7-10=-2006/178
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed MWFRS (low-rise); Lumber DOL=7.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; P1=35.0 psf (flat roof snow); Category II; EV C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 pat on overhangs ran -concurrent
with other live loads.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verifycapaciy of
bearing surface.
8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1521b uplift at joint 2 and 199 lb uplift at joint
10.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVFPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
ply
Pty
T.D.G.TWIN HOMES CS 1-17-08
p813358 HB
ROOF TRUSS
5
1
CSI
DEFL in
(loc) I/dell Ud
PLATES GRIP
TCLL 35.0
Job Reference liana
STOCK COMPONENTS -IF, Mahn Falls, ID 83403, Clay Guslin
7.010 s Sep 112007 MTek Industries, Inc. Thu Jan 1714:01:092008 Page 1
0-4-q 7-3-12 + 14-2.0 17-6.8 23-6-8
1-4-0 7-3-12 6.10-5 3-4-8 6-0-0
_ SG =1:W.4
7-3-12 14-2-0
17-6-8 23-6-8
7-3-12 6-10-5
3-4-8 6-0-0
Plate Offsets (X,Y): f2:0-3-2,0-1-31. f3:0-3-O,Edgel
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/dell Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.85
Vert(LL) -0.21
10 >999 360
MT20 169/123
(Roof Snovw-35.0)
Lumber Increase 1.15
BC 0.63
Vert(TL) -0.39
9-10 >708 240
TCDL 8.0
Rep Stress Incr YES
WB 1.00
Horz(TL) 0.31
11 Na Na
BCLL 0.0
Code IRC2006/TPI2002
(Matrix)
Wind(LL) 0.10
10 >999 240
Weight: 1041b
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 2-10-15 oc purlins, except
BOT CHORD 2 X4 SPF 1650F 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.
W52 X 4 SPF 165OF 1.5E, W72 X 4 SPF 165OF 1.5E
WEBS
1Rim at midpt 3-9,4-8,6-11
REACTIONS (Ib/size) 2=1328/0-5-8,11=1177/0-6-8
Max Horz 2=289(LC 7)
Max Uplift2=-117(LC 7), 11=-106(LC 7)
FORCES (Ib) - Maximum CompressionfMaltlmum Tension
TOP CHORD 1-2=0/109, 2-3=3149/310, 3-4=-1887/202, 4-12=-891/123, 5-12=753/138, 5-13=-929/134, 6-13=-945/104,
7-11=1177/106,
6-7=1136/133
BOT CHORD 2-10=461/2640,9.10=-462/2622,8-9=22311533,7-8=-14f72
WEBS 3-10=0/283, 3-9=-1037/223,4-9=-163/1356, 4-8=-1502/274,5-8=-80/524, "=-801797
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf; BCDL=4.8psf; Category II; EV C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pt ---35.0 psf (flat roof snow); Category II; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 106 lb uplift at joint
11.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Ory
PlyT.D.G.TWIN
HOMES CSI-17-06
Q813358 H7
ROOFTRUSS
2
1
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
Jab Reference Mortal
STOCK wrvir�no� o -,r, ueiu ram, i� ouwu, t,iry wenn
t.U1U b Sep l l 2007 MTCx irdumw, Inc. Thu Jen 1714:01:102006 Paget
7-3-11 14-2-0 17-6-8 23.6-8
7-3.11 6-10-5 3-4-8 6-0-0
dig _ SwW=1:53.1
spa ;
7-3-11 14-2-0
17-6-8 23.6-8
7-3-11 6-10-5
3-0-8 6-0-0
Plate Offsets (XY): (1:0-3-2,0-1-31, f2:0-3-O.Edoel
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in (loc)/dell Ud
PLATES GRIP
TCLL 35.0
(Roof Snow -35.0)
Plates Increase 1.15
TC 0.85
Vert(LL)
-0.22 1-9 >999 360
MT20 168/123
TCDL 8.0
Lumber Increase 1.15
BC 0.72
Vert(TL)
439 1-9 >706 240
BCLL 0.0
Rep Stress Incr YES
WB 0.59
Horz(TL)
0.30 10 rVa rVa
BCDL 8.0
Code IRC2006/TP12002
(Mavix)
Wind(LL)
0.11 1-9 >889 240
Weight: 1031b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end
BOT CHORD 2 X 4 SPF 1650F 1.5E
verticals.
WEBS 2 X 4 SPF -S Stud/Sld *Except*
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W32 X4 SPF WSOF 1.5E, W52 X 4 SPF 1650F 1.5E
WEBS
1Row at midpt 2-8,3-7,510
W7 2 X 4 SPF 1650F 1.5E
REACTIONS (lblsize) 1=1182/Nlechanical, 10=1182/0-58
Max Hom 1=269(LC 6)
Max Upliftl=-56(LC 7), 10=109(LC 7)
FORCES (lb) - Maldmum Compression/Maldmum Tension
TOP CHORD 1-2=-3197/336, 2-3=-1900/208, 3-11=894/125, 4-11=756/140, 412=-819/136, 5-12=-949/110,
6-10=-1182/109,
56=-1140/138
BOT CHORD 1-9=-486/2690, 8-9=-487/2668, 7-8=-227/1542, 57=-14(/0
WEBS 2-9=0/285, 2-8=-1073/243,3-8=-171/1373,3-7=.1513/278, 4-7=82/527,5-7=-83/801
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psh, BCDL=4.8psf, Category II; E -V C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (Mat roof snow); Category 11; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing atjoint(s) 10 considers parallel to grain value using ANSVTPI i angle to grain formula. Building designer should verify capacityof
bearing surface.
8) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 56 lb uplift atjoint 1 and 1091b uplift aljoinl 10.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
012
Pty
T.D.G.TWIN HOMES CS 1-17-08
0813358 H8
ROOF TRUSS
12
1
LOADING(psf)
SPACING 2-0-0
CSI
DEFL
in
Jab RHerence tional
o,.. =r wa.,, imusa ,, cwt mieeiwusmes, ina inudmi a ixuci t evua rages
1 6-1-10 11-10-1� 17-6-8 23.6-8
6-1-10 5-8-7 5-8-7 6-0-0
4x9 = Bcab -1:55.0
5x5 = 10 13 14 9 a 15 7
3.4 = 3xs = 3x4 = 3.4 11
8-11-14 8-6-10 6-0-0
Plate Offsets (X,Y): 11:0-1-6,0-0.21.16:Edoe.0-1-121
LOADING(psf)
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 0.53
Vert(LL)
-0.22
9-10
>999
360
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.67
Vert(TL)
-0.33
9-10
>849
240
SCLL 0.0
Rep Stress Incr YES
WB 0.31
Horz(TL)
0.04
7
Na
Na
BCDL 8.0
Code IRC2006/TP12002
(Matrix)
Wind(LL)
0.08
1-10
>999
240
Weight: 1131b
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'
W1 2 X 4 SPF -S Stud/Std
REACTIONS (Ib/size) 1=1270Mlechaniml, 7=1379/0-5-8
Max Horz 1=268(LC 6)
Max Upliftl=-57(!C 7), 7=109(LC 7)
BRACING
TOPCHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, exceptend
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-9.6-7
FORCES (Ib) - Mammum CompressionMlaximum Tension
TOP CHORD 1-2=-1996/101, 2-3=1678/89, 3.4=-1539/116, 4-11=-797!/9, 5-11=-588/93, 5-12=.673/108, 6-12=-794/82, 6-7=1266/128
BOT CHORD 1-10=289/1580, 10-13=-158/1064, 13-14=-158/1064, 9-14=-158/1064, 8-9=-7/45, 8-15=-7/45, 7-15=-7/45
WEBS 2-10=-4501157,4-10=-44/676, 4-9=-835/178,5-9=5/248.6-9=77/871
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--35.0 pet (flat roof snow); Category II; E -V C; Sheltered; Ct=1
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 571b uplift at joint 1 and 109 lb uplift at joint 7.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVI-PI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Gly
Ply
T.D.G.IIMN HOMES CS 1-17-08
G813358 H9
ROOF TRUSS
2
1
TOLL 35.0
(Roof Snow= -35.0)
Plates Increase
1.15
TC 0.94
Vet(LL)
Job Reference(optional)
SOCK 1.vinruNt , air, num. ran., i✓wrut, ClayGn.
r.ulu s Sep 11 ZUu7 M eK 1MUSMe6, N0. I nU JM 1714:01:13 ZOOS Pagel
4.5-6 8-5-8 14-2-0 17-6-8 22-9-8 28.4-0
4-" 4-0-2 5-8-8 3-4-8 5-3-0 5-6-8
416= a W=1:66.6
es= 14 g
fi� = sz4 I I
8-5-8 14-2-0 17.6.8 22-9-8 28-0-0
8-5-8 5-8-8 3-4-8 5-3-0 5-6-8
LOADING(psf)
SPACING
2-0-0
CSI
DEFL
in (loc)
I/dell
Ud
PLATES GRIP
TOLL 35.0
(Roof Snow= -35.0)
Plates Increase
1.15
TC 0.94
Vet(LL)
-0.30 12-13
>999
360
MT20 169/123
TCDL 8.0
Lumber Increase
1.15
BC 0.62
Vert(TL)
-0.5312-13
>633
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.91
Horz(TL)
0.39 9
rJa
n/a
BCDL 8.0
Code IRC2006/TP12002
(Matrix)
Wind(LL)
0.1312-13
>999
240
Weight: 133 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650E 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S Stud/Std *Except*
BOT CHORD
W22 X4 SPF 165OF 1.5E, W42 X 4 SPF 1650F 1.5E
WEBS
W6 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=1434/1,11echanical, 9=14304echanical
Max Horz 1=271 (LC 6)
Max Upliftl=-87(LC 7), 9=-75(LC 7)
Structural wood sheathing directly applied or 3-7-6 oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-14,5-11, 8-9
FORCES (Ib) - Maximum CompressionMlaAmum Tension
TOP CHORD 1-2=2329/165, 2-3=3664/350, 3-4=-3572/363, 4-5=-2760/256, 5-6=-1545/192, 6-7=-1596/193, 7-8=-13631110, 8.9=1397/97
BOT CHORD 1-14=284/1899, 13-14=-160/1301, 4-13=0/250, 12-13=419/3291, 11-12=208/2332, 10-11=-64/1125, 9-10=-12/51
WEBS 2-14=2148/347, 2-13=-387/2906,4-12=-928/200, 5-12=165/1867,5-11=-1908/267,6-11=-147/1201,7-11=81/349,
7-10=767/102, 8-10=-57/1149
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf, BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift atjoint i and 75 Ib uplift at joint 9.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502A 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Ory
Ply
T.D.G.TWIN HONES CS 1-17-08
0813358 11
ROOFTRUSS
2
7
Plates Increase 1.15
TC 0.11
Vert(LL)
n/a -
n/a
Job Reference ropeanap
STOCK COWONENTS-IF, Idaho Falls, ID 83403, Clay Gusen
7.010 a Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:01:152008 Page 1
14-5-0 21�-4-}3 30-7-14 50-6-0
14-5-0 7-3-8 1-8.5 7-3-1 19-10-2
Scale.!: e
SMS =
7.50 12 13 W 30 =
3x411 .V -- +� 5:a•,3e6-� ao ar as as r as as a,
50-8-0
LOADING (PSO
SPACING 2-0-0
CSI
DEFL
in (loo)
Ilde9
Ud
PLATES GRIP
TCLL 35.0
(Roof Snox=3
Plates Increase 1.15
TC 0.11
Vert(LL)
n/a -
n/a
999
MT20 169/123
8.0
TCDL 8.0
Lumber Increase 1.15
BC 0.05
Vert(TL)
n/a -
Na
999
BCLL 0.0
Rep Stress lncr NO
WB 0.42
Horz(TL)
0.02 30
rda
Na
BCDL 8.0
Code IRC20DB/TP12002
(Matrix)
Weight: 3001b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF -S Stud/Std
BOT CHORD
OTHERS 2 X 4 SPF -S Stud/Sid'Except*
WEBS
ST5 2 X 4 SPF 165OF 1.5E, ST4 2 X 4 SPF 165OF 1.5E
ST3 2 X 4 SPF 165OF 1.5E, ST6 2 X 4 SPF 165OF 1.5E
ST6 2 X 4 SPF 1650E 1.5E, ST6 2 X 4 SPF 1650F 1.5E
ST6 2 X 4 SPF 165OF 1.5E, ST7 2 X 4 SPF 1650F 1.5E
ST8 2 X 4 SPF 165OF 1.5E, ST9 2 X 4 SPF 1650F 1.5E
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 Row at midpt 1-57,13-45,12-47,11-48,15-44,16-43,17-42,
18-41, 20.39, 21-38
REACTIONS (lb/size) 57=67/50-6-0. 45=201/50-6-0,47=203/50-6-0,48=208/50-6-0,49=200/50-00, 50=207/50.00,51=203/50-6-0,
52=204/50.6-0, 53=204/50-6-0, 54=203/50-6-0, 55=209/50-6-0,56=191/508-0,44=206/50-6-0, 43=2000-6-0,
42=204/50-00, 41=204/506-0,39=204/50-8-0, 38=203/50-6.0, 37=206/50.8-0,36=200/50-6-0, 35=206/50-6-0,
34=202/506-0, 33=210/508-0,32=179/50-6-0, 31=282150-6-0, 30=110/50-8-0
Max Hoa 57=274(LC 5)
Max UpliR57=24(LC 5), 47=-28(LC 7), 48=48(LC 7), 49=-39(LC 7), 50=25(LC 7), 51=-33(LC 5), 52=-29(LC 5), 53=-30(LC 5),
54=29(LC 5), 55=-33(LC 5), 56=-19(LC 7), 44=-51 (LC 8), 43=35(LC 6), 42=34(LC 6),4 1 =-1 6(LC 5), 39=-29(LC 5),
38=37(1-C 8), 37=-35(LC 8), 36=-33(LC 8), 35=35(LC 8), 34=34(LC 6), 33=-35(LC 8), 32=-30(LC 8), 31=-52(LC 8)
Max Grav 57=1 07(LC 17), 45=332(LC 18), 47=344(LC 2), 48=345(LC 11), 49=324(LC 2), 50=286(LC 17), 51=338(LC 17),
52=329(LC 17), 53=330(LC 17), 54=328(LC 17), 55=338(LC 17), 56=308(LC 17), 44=328(LC 3), 43=340(LC 17),
42=335(LC 17), 41=302(LC 17), 39=297(LC 18), 38=320(LC 18), 37=321 (LC 18), 36=310(LC 18), 35=320(LC 18),
34=313(LC 18), 33=329(LC 18), 32=235(LC 18), 31=2a3(LC 16), 30=128(LC 5)
FORCES (lb) - Maximum Compression/MaAmum Tension
TOP CHORD 1-57=96122,1-2=2/3, 2-58=-2/3, 3-58=-2/3, 3.4=-2/3, 4-5=-2/3, 5-6=2/3, 6-59=-2/3, 7-59=2/3, 7-8=2/3, 8-9=-2/3,
9-10=-18R,I, 1G-11=79184,111-12=83198, 12-60=87/127, 13-60=2/133,13-14=571135,14-15=-27/112,15-16=-27/112,
16-17=-27/112,17-18=27/112,18-19=-27/112,19-20=-59/1 13,20-21=66/114,21-61=861101, 22-61=-91/93,22-23=-118/89,
23-24=-146/76,24-25=173/64,25-62=-193/62, 26-62=-201/48,28-27=228/66,27-28=247/35, 28-29=-255/20,
29-30=-292/56
BOT CHORD 56-57=.0/271, 55-56=-0/271, 54-55=-0/271,53-54=0/271,52-53=-0/271, 51-52=-0/271, 50-51=.0/271,49-50=-0/271,
48-49=-0/271,47-48=-01271, 4047=.0/271, 45.46=0/271, 44-46=-0/271,43-44=0/271,4243--0/271, 41-42=-0/271,
4031=-0/271, 3930=-0/271, 38-39=-0/271, 37-38=0/271, 36.37=0/271, 3536=0/271, 34-35=0/271, 33-34=-0/271,
32-33=-0/271, 31-32=-0/271, 30.31=-0/271
WEBS 1335=-300/12, 12-47=-312/48, 11-48=.313/68, 1039=.292/58, 8-50=-254/44, 7-51=306/52, 6.52=297/49, 5-53=298/49,
4-54=-297/49, 3-55=-305/51, 2-56=.280/39, 15-44=296770, 1643=-308/54, 17-42=-303/54, 18.41=270/35, 2039=.265/48,
21-38=-288/56,22-37=-289/54, 23-36=278/52,24-35=-287/64,25-34=282/53,2033=294/54, 27-32=-214/50,
29-31=-221770
NOTES
1) Wind: ASCE 7-05; 90mph; h=25fl; TCD1-=4.8psf BCDL=4.8psf, Category II; EV C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
Continued on page 2
Job Truss
Truss Type
Oy
PlyT.D.G.TWN
HOMES CSI -17-08
0813358 It
ROOF TRUSS
2
1
Jab Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Guslin
7.010s Sep 11 2007 MITek Industries, Inc. Thu Jan 1714:01:15 2008 Page 2
NOTES
2) Truss designed for wind loads in the plane of the truss only. For studs e)gmed to wind (normal to the face), see IATek "Standard Gable End Detail'
3) TCLL: ASCE 7-05; Pf=35.0 lost (flat roof snow); Category II; Exp C; Sheltered; Ct=1, Lu=50-0-0
4) Unbalanced snow loads hale been considered for this design.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) All plates are 2A MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other
members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 57, 28 Ib uplift at joint 47, 48 lb uplift atjoint 48, 39 lb uplift at joint 49,
25 Ib uplift at joint 50, 33 Ib uplift at joint 51, 29 lb uplift atjoint 52, 30 lb uplift atjoint 53, 29 lb uplift at joint 54, 33 lb uplift at joint 55, 19 Ib uplift atjoint 56, 51 Ib uplift at joint 44, 35
to uplift atjoint 43, 34 Ib uplift atjoint 42,16 b uplift at joint 41, 29 lb uplift at joint 39, 37 lb uplift at joint 38, 35 Ib uplift at joint 37, 331b uplift at joint 36, 35 Ib uplift atjoint 35, 34 lb
uplift at joint 34, 35 lb uplift at joint 33, 30 lb uplift atjoint 32 and 52 lb uplift atjoint 31.
12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1.
LOAD CASE(S) Standard
JOD Truss
Truss Type
Qty
Py
T.D.G.TWN HOMES CS 1-17-08
Q813358 J1
r
ROOFTRUSS
2
1
TCLL 35.0
Plates Increase 1.15
TC 0.30
Vert(LL)
-0.00
Jab Reference (opdona0
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gusdn
7.010 s Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:01:162006 Page 1
1-4-0 1-11-11
Scab • 1:7,5
LOADING (Pat
SPACING 2-0-0
CSI
DEFL
in
(loc)
Iden
Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.30
Vert(LL)
-0.00
2
>999
360
MT20 197/144
(Roof Snow ---35.0)
Lumber Increase 1.15
BC 0.03
Vert(TL)
-0.00
2-4
-999
240
TCDL 8.0
Rep Stress lncr YES
WB 0.00
Horz(TL)
-0.00
3
n/a
Na
nrnL a a
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.00
2
—
240
Weight 7 l
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
REACTIONS (lb(size) 2=266/0-3-8, 4=1&Mechanical, 3=36M1echanical
Max Horz 2=59(LC 7)
Max Uplift2=-78(LC 7), 3=69(LC 9)
Max Grav2=337(LC 9), 4=35(LC 4), 3=41 (LC 2)
FORCES (Ib)- Maximum Compression/Mammum Tension
TOP CHORD l-2=0/94,2-5=-60/0.3-5=-39/11
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psF; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; PF --35.0 psf (flat roof snow); Category II; E1q.1 C; Sheltered; Ct=1
3) Unbalanced snow loads have been Considered for this design.
4) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 78 It, uplift at joint 2 and 69 Ib uplift at joint 3.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Type
Oly
Pry
T.D.G.TMN HOMES CS 1-17.08
0813358 J2
ROOF TRUSS
2
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.35
Job RUerenre (op8ma0
STOCK COMPONENTS -IF, Itlaho Falls, ID 83703, Clay Guslin
TWO s Sep 112007 MTek Industries, Inc. Thu Jan 1714:01:17 2008 Page 1
1.4-0 3-11-11 3
3ab=1:11.3
LOADING (PSO
SPACING
2-0-0
CSI
DEF
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.35
Vert(LL)
-0.01
2-4
>999
360
IVIT20 197/144
(Roof Snow -35.0 )
Lumberincrease
1.15
BC 0.11
Vert(TL)
-0.03
2-4
>999
240
TCDL 8.0
Rep Stress Incr
VES
WB 0.00
Horz(TL)
-0.00
3
Iva
Na
BCLL 0.0
BCDL 6.0
Code IRC2006rrP12002
(Matrix)
Wind(LL)
0.00
2
—
240
Weight 11 Ib
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
REACTIONS (Ib/size) 3=12611VIechanicel, 2=348/0-3-8, 4=30/Machanical
Max Hort 2=86(LC 7)
Max Uplift3=-35(LC 7), 2=72(LC 7)
Max Grav3=148(LC 2), 2=355(LC 2), 4=68(LC 4)
FORCES (lb) - Maximum CompressionMlaximum Tension
TOPCHORD 1-2=0/95,2-5=-90/0,3-5=-26/52
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing direc0y applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf, BCDL=4.Bpsf, Category II; Ely C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf---35.0 psf (flat roof snow); Category II; E)p C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 pat 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 nonconwrrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 351b uplift at joint 3 and 72 Ib uplift at joint 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
Truss Typo
Ob/
Pty
T.D.G.TWIN HOMESCS 1-17-08
0813358 J3
ROOF TRUSS
2
1
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.60
Jab Ref., (opil.a0
STOCK COMPONENTS -IF, Mann Falls, l0 a34IXi, Clay Gusan
7.010 a Sep 11 2007 MTek Industries, Inc. Thu Jan 1714:01:172008 Page 1
1-4-0 5-11-11 ,
S w-t1ss
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
floc)
Well
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.60
Vert(LL)
-0.06
2-4
-999
360
MT20 197/144
(Roof Snow= -35.0)
Lumber Increase
1.15
BC 0.26
Vert(TL)
-0.14
2-4
-500
240
TCDL 8.0
Rep Stress lncr
YES
WB 0.00
Horz(TL)
-0.00
3
Na
n/a
BCLL 0.0
Code IRC2006/TPI2002
(Matrix)
Wind(LL)
0.00
2
—
240
Weight: 16 lb
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 3=222/1vlechanicel, 2=438/0-3-8, 4=4611VIechanical
Max Horz 2-115(LC 7)
Max Uplift3=-87(LC 7),2=70(!-C 7)
Maly Grav3=268(LC 2), 2=454(LC 2), 4=104(LC 4)
FORCES (Ib)-Ma)dmum Compression/Mammum Tension
TOP CHORD 1 -2=0195,2 -5= -127J0,3 -5=A2/96
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Bpsf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL ASCE 7-05; PF --35.0 psf (fiat roof snow): Category II; Exp C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Refer to girders) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib uplift at joint 3 and 70 Ib uplift at joint 2.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI TPI 1.
LOAD CASE(S) Standard
Jab
Truss
Truss Type
Oty
Ply
T.D.G.TMN HOMES CS1-17-08
0813358
M1
MONO TRUSS
2
i
Plates Increase
1.15
TC 0.39
Vert(LL)
-0.16
2-5
Job Reference (ap8 a0
r.V rvaJ IINim1eRm umee, M. I nu Jan 1 r 14:maa(U% Pagel
14-0 4-1-8 3-10-8
ac =121.4
DD ING (psf)
TC 6.0
SPACING
2-0-0
CSI
DEFL
in
(loc)
Well
Lrd
PLATES GRIP
(Roof Snaw=-3
Plates Increase
1.15
TC 0.39
Vert(LL)
-0.16
2-5
>580
360
fvTf20 169/123
TGDL SO
Lumber Increase
1.15
BC 0.36
Vert(TL)
-0.35
2-5
>264
240
BOLL 0.0
Rep Stress lncr
YES
WB 0.25
Hom(TL)
0.00
5
n/a
r1a
BCDL 8,0
Code IRC20061TPl2002
(Matrix)
Wind(LL)
0.00
2
••••
240
Weight: 29 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 2=544/0-5-8,5=374/0-5-8
Max Horz2=145(LC 7)
Max Uplift2=-74(LC 7), 5=60(LC 7)
Max Grav2=571(LC 2), 5=453(LC 2)
FORCES (Ib) - Maximum CompressionftAmum Tension
TOP CHORD 1-2--0/96,2-3=-530/30,3-4=115/62,4-5=-18a/43
BOT CHORD 2-5=102/402
WEBS 3-5=453/115
BRACING
TOPCHORD Structural wood sheathing directly applied or 6-D-0 oc purlins, exceptend
verticals.
BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Bpsf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; PF --35.0 psf (eat roof snow); Category II; Exp C; Sheltered; Ct=1
3) Unbalanced snow loads have been considered for this design.
4) This buss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of $5.0 psf on overhangs non -concurrent
with other live loads.
5) This buss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint 2 and 80 lb uplift at joint 5.
8) This buss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE($) Standard
Job Truss
Truss Type
Ob'
Ply
T.D.G.TWN HOMES CS 1-17-08
0813355 M2
ROOFTRUSS
4
1
SPACING 2-0.0
CSI
DEFL in
(loc) /dell Ud
PLATES GRIP
-7 Job Relerslce (optlana0
„ , rya ry, m,a, ,.. oo.va, 0;, wauu 1.01 V 5 Jep 11 2W r M 1 eK 1WL eVlae, 1rC. Thu Jan 1714:01:19 2008 Pagel
8-0-0 1-4-0
ec • 1:21.4
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Fey C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (Flat roof snow); Category II; Fir C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl
between the bottom chard and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint 6 and 71 Ib uplift at joint 3.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
8-0-0
Plate Offsets (X,Y): [1:0-3-3,Edge]. f3:0-2-10,0.1-81
ADING(ps350
TCLL
SPACING 2-0.0
CSI
DEFL in
(loc) /dell Ud
PLATES GRIP
(Roof Snow= -35.0)6.0
Plates Increase 1.15
TC 0.73
Vert(LL) -0.20
3-5 >464 360
MT20 169/123
TCDL 8.0
Lumber Increase 1.15
BC 0.61
Vert(TL) -0.32
3-5 >287 240
BCLL 0.0
Rep Stress Incr YES
WS 0.05
Hoa(TL) 0.00
3 n/a Na
BCLL 8.0
Code IRC2006/fP12002
(Matrix)
Wmd(LL) 0.08
5 >999 240
Weight: 271b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or6.0-0 oc purlins, except end
BOT CHORD 2 X 4 SPF 165OF 1.5E
verticals.
WEBS 2 X 4 SPF 1650F 1 SE -Except-
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W2 2 X 4 SPF -S Stud/Std
REACTIONS (lb/size) 6=380Mtechanioal, 3=539/0-3-8
Max Hoa 6=-145(LC 8)
Max Uplift6=-60(LC 8),3=71 (LC 8)
Max Grav6=458(LC 3), 3=565(LC 3)
FORCES (Ib) - Maldmum Compression/Maximum Tension
TOP CHORD 1-6=-266154,1-2=205/0.2-3=-295/0,3.4=0/95
BOT CHORD 6-6=0/166,3-5=0/166
WEBS 2-5=-185/79
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Fey C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate
grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=35.0 psf (Flat roof snow); Category II; Fir C; Sheltered; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl
between the bottom chard and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint 6 and 71 Ib uplift at joint 3.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard