HomeMy WebLinkAboutTRUSSES - 07-00012 - 1094 Green Willow Dr - New SFR6
Jg11
Truss
Truss Type
0tY
Pty
REX/TAVLOR 1227 OG (ID) S
02673
At
ROOFTRUSS
1
2
Job Reference (optional)
a i wn wMPONEN I a-rr, ioano rain, iu w4ua, WE rwxts 6.500 s Oct 312005 MTek Industries, Inc. Wed Jan 03 16:51:01 2007 Page 1
-2-0-0 6-9-0 k 13.4-12 20-0-8 21-9-1 25-3-0 i 27-9-15 29-6-8 32-0-0
2-0-0 6-9-0 6-7-12 6-7-12 1-8-9 3-5-15 2-6-15 1-8-9 2-5-8
Seele=1515
548 =
EM
4x6= 4.4= &6=
448 = 8x4 II 5a = 6v8 = MTV W =
6-9-0 13-4-12 20-D-8 21-9-1 25-3-0 27-9-15 29-6-8 32-0-0
6-9-0 6-7-12 6-7-12 1-8-9 3-5-15 2-6-15 1-8-9 2-5-8
Plate Offsets (X Y): f2:0-1-12
0-2-87, f3:0-4-0 0-1-91 i7:0-3-5
Ed0e1, r10:0-1-12 0-2-81.
r11:0-3-0 0-3-81 f15:0-5-4 0-3A1
f 18.0.3-8 0-2-01
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DER
in (too)
I/defl
L/d
PLATES GRIP
(Root Snow=35.0)
Plates Increase 1.15
TC 0.47
Ven(LL)
-0.28 15-17
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.94
Vert(TL)
-0.4415-17
>870
180
BCLL 0.0
Rep Stress Incr NO
WB 0.91
Horz(TL)
0.18 10
n/a
n/a
BCDL 8.0
Code IRC20037rP12002
(Matrix)
Weight: 339 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins.
BOT CHORD 2 X 6 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std *Except' -- - - --
W2 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 165OF 1.5E
W8 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 10=3308/Mechanical, 2=3532/0-5-8 0700012
Max Horz2=192(LC 6) 1094 Green Willow Dr-Ta for
Max UpIiff10= 3= 4 93(LC 5), 212(LC 6)
Max Grav 10=3974(LC 3), 2=4302(LC 2) Y
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2-01173, 2-3= 6471/696,3-4=-5003/597, 4-5=-7247/838, 5-6- 8298/946, 6-7=-6513/742,7-8= 7940/881,
8-9- 9013/942, 9-10- 6409/651
BOT CHORD 2-18- 669/5092, 17-18=-923/7419, 16-17=-923/7419, 15-16=-923f7422, 14-15- 926/8019, 13-14=-890/8231,
12-13--716/7352, 11-12_ 526/5369, 10-11= 491/5010
WEBS 3-18=-342/3037, 4-18=-3251/444, 4-17_ 147/1219, 4-15- 415/80, 5-15=-2640/284, 5-14= 249/2415, 6-14--231/1762,
6-13=-2662/350, 7-1 3=-431/3907,8-13=-911/98, 8-12=.84/1118, 9-12=-286/2790, 9-11=-2339248
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.
/1�
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
IIS-+ 1111
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
-1
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.
I
D
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
- n 2007
3) Wind: ASCE 7-98; 90mph: h=25f ; TCDL=4.8psf; BCDL=4.8pst; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
J NN J
DOL=1.33 plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for 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.
1
C STY ��
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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 10 and 412 lb uplift
at joint 2.
12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI?PI 1.
13) Girder carries hip end with 6-9-0 end setback.
Continued on page 2
Job
Truss
Truss Type
Oty
Pty
REXITAYLOR 12/27 DG (ID) S
02673
Al
ROOF TRUSS
1
2
Job Reference (optional
o 1 vvc% i rir, wahu runs, iu wvva, MIKE nm t w 6.5uu s va 31 luuo ms l eK Inousines, Inc. wea Jan 03 15:51:01 2007 Page 2
NOTES
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 602 lb down and 88 lb up at 25-3-0, and 602 lb down and 88 lb up at
6-9-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-7=-43(F=43), 7-10=-86, 2-18— 16, 15-18=476(F=-160), 14-15— 176(F=-160), 13-14=-176(F=-160), 12-13=46, 11-12— 16, 10-11=-16
Concentrated Loads (lb)
Vert: 18=-602(F)13— 602(F)
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
A10
ROOF TRUSS
1
1
Job Reference (optional)
o I wvn vvmrvlvmN I o-Ir, wane rcum, w o%34w, minc PINT CJ
b.boU S UC 3i zUUb nits I eK Inausines, Inc. wed Jan 0316:51:07 2007 Page 1
8-9-0
I -2-0-0 , 2-5-8 3-11-$ 6-11-10 411 i3 ,10-9-0 , 16-0-0 21-1-12 , 26-5-2 32-0-0 , 34-0-0
• 1:61.0
2-0-0 2-5-8 1-6-0 3-0-2 0-11-10 2-0-0 5-3-0 5= 5-1-12 5-3-6 5-6-14 2-0-0
0-9-13
Cq
B o
aw11z .,..,,,, t 't'FV9 V 5x9 =
5x8
2-5-8 $-11-$ 6-11-10411i3 110-9-0, 16-0-0 , 21-1-12 , 26-5-2 , 32-0-0 ,
2-5-8 1-6-0 3-0-2 0-11-10 2-0-0 5-3-0 5-1-12 5-3-6 5-6-14
0-9-13
Plate offsets (X,Y): [2:0-4-0,Edgel, 1`15:0-0-9,0-2-51, 20:0-5-4,0-2-81, [21:0-4-12.0-2-01,
[25:0-3-4 0-2-41
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)-0.3417-18 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.88
Vert(TL)-0.5917-18 >645 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(TL) 0.47 15 n/a n/a
BCDL 8.0
Code IRC2003ITP12002
(Matrix)
Weight: 184 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 2-3-11 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 Stud/Std *Except*
WEBS 1 Row at midpt 11-19
W11 2 X 4 SPF 165OF 1.5E, W 12 2 X 4 SPF 165OF 1.5E
W 13 2 X 4 SPF 1650F 1.5E, W 14 2 X 4 SPF 165OF 1.5E
W 15 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 6 DF No.2
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 2=1815/0-5.8, 15=1802/0-5-8
Max Horz 2=273(LC 6)
Max Uplift2=-179(LC 7), 15=-175(LC 8)
Max Grav2=1903(LC 2), 15=1893(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/164, 2-3= 2251/69, 3-4=-3333/173, 4-5=-3320/180, 5-6=-2678/163, 6-7=-2657/206, 7-8=-2172/188,
8-9=-1851/151, 9-10=-1815/156, 10-11_ 18161177, 11-12=-3395/129, 12-13= 3553/115, 13-14=-3953/111,
14-15=-4064/84,15-16=0/149
BOT CHORD 2-25=-125/1639, 24-25=-143/1868, 23-24=-186/2722, 22-23= 96/2018, 21-22=-74/1818, 20-21=-68/1654,
19-20=-59/1629,18-19=0/3060,17-18=-35/3364, 15-17-35/3347
WEBS 3-25=-1055/118, 3-24=-112/1328, 5-24=-37/547, 5-23= 739/88, 6-23=-256/68, 7-23=-123/1432, 7-22=-1136/123.
8-22_ 118/1216, 8-21=-718/27, 8-20=-465/67, 9-20=-145/62, 9-19=-412/142,10-19=-91/1411, 11-19=-2272/47,
11 -1 8=0/2138,13-18=-467/152, 13-17=0/165
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Sheltered
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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 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 179 lb uplift at joint 2 and 175 lb uplift at
joint 15.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job -
Truss
Truss Type
aty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
Al 1
ROOF TRUSS
1
1
Job Reference (optional)
J i utiK tiuMruntry I tkp-, laano taus, iu w4u;j, mmt: HATt,
6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 03 16:51:13 2007 Page 1
-2-0-0 , 2-5-8 5-11-$ 7-3-0 ,8-9-0,10-9-0, 16-0-0 i 21-1-12 26-5-2 32-0-0 , 34-0-0,
2-0-0 2-5-8 1-6-0 3-3-8 1-6-0 2-0-0 5-3-0 5-1-12 5-3-6 5-6-14 2-0-0
Scale - 1-61.1
56 =
ox5 = 8.00112 5x6 1 5x8 =
2-5-8 $-11-$ 7-3-0 ,8-9-0,10-9-0, 16-0-0 1 21-1-12 , 26-5-2 32-0-0 ,
2-5-8 1-6-0 3-3-8 1-6-0 2-0-0 5-3-0 5-1-12 5-3-6 5-6-14
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in (loc) I/defl Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)
-0.34 16-17 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.88
Vert(TL)
-0.5916-17 >648 180
BCLL 0.0
Rep Stress Incr YES
WB 0.97
Horz(TL)
0.46 14 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 174 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std "Except'
WEBS
1 Row at midpt 10-18
W5 2 X 4 SPF 165OF 1.5E, W9 2 X 4 SPF 165OF 1.5E
W10 2 X 4 SPF 165OF 1.5E, W11 2 X 4 SPF 165OF 1.5E
W 12 2 X 4 SPF 165OF 1.5E, W 13 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 6 DF No.2
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 2=1815/0-5-8,14=1802/0-5-8
Max Horz 2=273(LC 6)
Max Uplift2=-179(LC 7), 14=-175(LC 8)
Max Grav2=1903(LC 2). 14=1893(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/164, 2-3— 2250/69, 3-4=-3338/172, 4-5= 3325/180, 5-6=-2642/162, 6-7=-2610/220, 7-8=-1830/151,
8-9=-1815/156, 9-10=-1815/177, 10-11=-3395/129, 11-12=-3553/115, 12-13=-3953/111, 13-14=-4064/84, 14-15=0/149
BOT CHORD 2-23=-125/1638, 22-23=-142/1869, 21-22=-186/2728, 20-21=-75/1849, 19-20=-67/1637, 18-19=-59/1630, 17-18=0/3061
, 16-17=-35/3366, 14-16= 35/3347
WEBS 3-23=-1060/116, 3-22=4 12/1337,5-22=-34/55115-21-763/89, 6-21=-285/90, 7-21=-146/1617, 7-20=-810/32,
7-19=-404/63, 8-19=-168/47, 8-18=-415/140, 9-18=-91/1412, 10-18=-2273/47, 10-17=0/2139, 12-17=-467/152,
12-16=01164
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS Interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Sheltered
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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 2 and 175 lb uplift at
joint 14.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
Al2
ROOF TRUSS
2
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:51:15 2007 Page 1
5-8-8 If 10-10-4 16-1-10 21-8-8
I
5-8-8 5-1-12 5-3-6 5-6-14
4x6 =
T
10 5x8
30 11
5-8-8 10-10-4 16-1-10 21-8-8
r
5-8-8 5-1-12 5-3-6 5-6-14
Scats -154.5
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSl
DEFL
in
(loc)
Well
L/d
PLATES GRIP
(Roof Snow-35.0)
Plates Increase
1.15
TC 0.58
Vert(LL)
-0.21
7-8
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.57
Vert(TL)
-0.32
7-8
>795
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.47
Horz(TL)
0.27
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 107lb
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 1650F 1.5E 'Except' BOT CHORD
W6 2 X 4 SPF Stud/Std, W7 2 X 4 SPF Stud/Std WEBS
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 6=1095/0-5-8,10=1095/0-5-8
Max Horz 10=-267(LC 5)
Max Uplift6=-45(LC 8), 10=-106(LC 8)
Max Grav6=1 51 2(LC 3), 10=1095(LC 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-752/57, 2-3=-929/72, 3-4=-2601/0, 4-5=-3459/50, 5-6— 3626/33,1-10=-1055/45
BOT CHORD 9-10=-118/297, 8-9=0/2141, 7-8=0/2960, 6-7-0/2950
WEBS 2-9=-23/418, 3-9=-2120/44, 3-8=0/1753, 4-8= 776/185, 4-7=0/182, 1-9=-5/832
Structural wood sheathing directly applied or 3-6-2 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-9, 3-9, 1-10
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf: BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Bearing at joint(s) 6, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 6 and 106 lb uplift at
joint 10.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
A13
ROOF TRUSS
5
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316,51:17 2007 Page 1
5-8-8 10-10-4 16-1-10 21-8-8
5-8-8 5-1-12 5-3-6 5-6-14
Us=
10 WO
3x4 II
5-8-8 10-10-4 16-1-10 21-8-8
5-8-8 5-1-12 5-3-6 5-6-14
scare -1 :54.5
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.58
Vert(LL) -0.21 7-8 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.57
Vert(TL) -0.32 7-8 >795 180
BCLL 0.0
Rep Stress Incr YES
WB 0.47
Horz(TL) 0.27 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 107lb
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 1650F 1.5E -Except" BOT CHORD
W6 2 X 4 SPF Stud/Std, W7 2 X 4 SPF Stud/Std WEBS
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 6=1095/Mechanical, 10=1095/0-5-8
Max Horz 10=-267(LC 5)
Max Uplift6-45(LC 8). 10=-106(LC 8)
Max Grav 6= 1 512(LC 3), 10=1095(LC 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-752/57, 2-3--929/72, 3-4=-2601/0, 4-5=-3459/50, 5-6--3626/33, 1-10=-1055/45
BOT CHORD 9-10=-118/297, 8-9=0/2141, 7-8=0/2960, 6-7-0/2950
WEBS 2-9=-23/418, 3-9=-2120/44, 3-8=0/1753, 4-8=-776/185, 4-7=0/182, 1-9=-5/832
Structural wood sheathing directly applied or 3-6-2 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 2-9, 3-9, 1-10
NOTES
1) Wind: ASCE 7-98; 90mph; h-25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 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 45 lb uplift at joint 6 and 106 lb uplift at
joint 10.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Puy
REX/TAYLOR 12/27 DG (tD) S
02673
A14
ROOF TRUSS
2
1
Job Reference (optional)
�. vv.♦ w.v.. v.va..• . v-.. , wQ..v . Q,. , .Y WJ , .v...%c 91n . GV —w J -- J 1 —uo m, 1 Cl% I--tritni-, 11-- -vu Jail u i l moj;L7 zuu/ rage li
5-8-8 10-11-13 1_6-3-3 21-8-8 , 23-8-8 ,
5-8-8 5-3-5 5-3-5 5-5-5 2-0-0
4x6 = Scale - 134.9
2
C
3x4 11 Us = 30 = 3x4 =
5-8-8 13-7-8 21-8-8
5-8-8 7-11-0 8-1-0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(foe)
I/defl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)
0.11
6-8
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.39
Vert(TL)
-0.17
6-8
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.25
Horz(TL)
0.03
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight:113 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
Structural wood sheathing directly applied or 4-6-12 oc purlins,
BOT CHORD 2 X 4 SPF 165OF 1.5E
except end verticals.
WEBS 2 X 4 SPF 165OF 1.5E 'Except' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W6 2 X 4 SPF Stud/Std WEBS
1 Row at midpt 2-10, 3-10,1-11
WEDGE
Right: 2 X 6 DF No.2
REACTIONS (lb/size) 11=1077/0-5-8, 6=1297/0-5-8
Max Horz 11=-301(LC 8)
Max Upliftl 1 =-98(LC 8), 6=-134(LC 8)
Max Grav 11=1077(LC 1), 6=1824(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--641 /102, 2-3— 803/93, 3-4=-1316/79, 4-5=-1671 /64, 5-6=-2081 /53, 6-7=0/164,1-11=
1034/118
BOT CHORD 10-11--86/299, 9-10=0/1046, 8-9=0/1046, 6-8=0/1513
WEBS 2-10= 95/260, 3-10=-953/160, 3-8=-19/549, 5-8=-480/128, 1-10=-66/799
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98: Pf_35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load of 35.0 psi on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 11 and 134 lb uplift at
joint 6.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
A15
ROOF TRUSS
1
1
Job Reference [optional)
STOCK COMPONENTS -IF, Idaho Fails, ID 83403, MIKE HAYES
6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 0316:51:25 2007 Page 1
3-10-4 7-4-15 12-1-7 16-10-0 21-8-8 23-8-8
3-10-4 3-6-12 4-8-8 4-8-8 4-10-8 2-0-0
20 II 4x4 = US =
1 2 3
CI
7-4-15 , 14-5-11 , 21-8-8 ,
7-4-15 7-0-12 7-2-13
scale: t/4--r
LOADING (psf)
TCLL 35.0
SPACING 2-0.0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
(Roof Snow_35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) 0.09 6-8 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.35
Vert(TL) -0.1310-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.32
Horz(TL) 0.03 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
rix)
(Matrix)
Weight:123Ib
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 1650F 1.5E 'Except'
BOT CHORD
W5 2 X 4 SPF Stud/Std, W6 2 X 4 SPF Stud/Std
WEBS
WEDGE
Right: 2 X 6 DF No.2
REACTIONS (lb/size) 11-1077/0-5-8, 6=1297/0-5-8
Max Horz 11=-337(LC 8)
Max Upliftl1=-109(LC 5), 6= 116(LC 8)
Max Grav 11=1077(LC 1), 6=1764(LC 3)
Structural wood sheathing directly applied or 4-8-15 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 1-11, 2-11, 4-10
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-11 --211 /34, 1-2=-11 /0, 2-3=-571 /73, 3-4-876/50, 4-5=-1630/42, 5-6— 1996/18, 6-7=0/164
BOT CHORD 10-11=0/343, 9-10=0/1064, 8-9=0/1064, 6-8=0/1449
WEBS 2-11--940/123, 2-10=-95/822, 3-10=0/120, 4-10=-833/146, 4-8=-13/453, 5-8=-399/111
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL-4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98, Pf=35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 11 and 116 lb uplift at
joint 6.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASES) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
A16
ROOF TRUSS
1
1
Job Reference (optional)
S I VVK WMPONEN I S-Ir, Iaarto Falls, lu tu403, MIKt HAYES
6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 03 16:51,30 2007 Page 1
4-8-12 9-1-15 15-4-3 21-8-8 23-8-8
4-8-12 4-5-4 6-2-4 6-4-5 2-0-0
3x4 11 3x4 = 44
1 2 3
9-1-15 15-4-3 i 21-8-8
9-1-15 6-2-4 6-4-5
Scale - t .42.4
El
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.14 9-10 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.46
Vert(TL) -0.32 9-10 >811 180
BCLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.03 5 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 110 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF 1650F 1.5E -Except'
BOT CHORD
W5 2 X 4 SPF Stud/Std
WEBS
WEDGE
Right: 2 X 6 DF No.2
REACTIONS (lb/size) 10=1077/0-5-8, 5=1297/0-5-8
Max Horz 10=-303(LC 8)
Max Upliftl0— 108(LC 5), 5=-123(LC 8)
Max Grav 10=1169(LC 2), 5=1687(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-10--265/42, 1-2=-23/0, 2-3=-678/80, 3-4— 1038/46, 4-5=-1842/22, 5-6=0/164
BOT CHORD 9-10=0/465, 8-9=0/1307, 7-8=0/1307, 5-7=0/1307
WEBS 2-10--944/125, 2-9=-75/709, 3-9=-47/153, 4-9=-791/130, 4-7=0/213
Structural wood sheathing directly applied or 4-6-6 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 1-10. 2-10, 3-9
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category ll; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PI-35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 10 and 123 lb uplift at
joint 5.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
city
Ply
REXITAYLOR 12/27 DG (ID) S
02673
A17
ROOF TRUSS
1
1
.lob Reference (optional)
S i vur% CvMrvlvtry 1 >-ir, laano raus, lu tf 34U:3, MUKt mATtJ 5.500 s OW 31 2005 MITek Industries, Inc. Wed Jan 03 16:51:35 2007 Page 1
5-5-8 10-10-15 16-2-11 21-8-8 23-8-8
5-5-8 5-5-8 5-3-12
1.5x4 II 6x8 k-
13x8 = 2 3
5-5-13 2-0-0
Scale - 138.6
I�
5-5-8 i 10-10-15 16-2-11 i 21-8-8
5-5-8 5-5-8 5-3-12 5-5-13
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 0.77
Vert(LL)
0.06 5-7 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.38
Vert(TL)
-0.09 7-9 >999 180
BCLL 0.0
Rep Stress Incr YES
WS 0.60
Horz(TL)
0.03 5 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight:112 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc pudins, except
BOT CHORD 2 X 4 SPF 165OF 1.5E
end verticals.
WEBS 2 X 4 SPF 165OF 1.5E -Except-
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W3 2 X 4 SPF Stud/Std, W4 2 X 4 SPF Stud/Std
WEBS
1 Row at midpt 1-11, 3-10
WEDGE
Right: 2 X 6 DF No.2
REACTIONS (lb/size) 11=1077/0-5-8, 5=1297/0-5-8
Max Horz 11 =-269(LC 8)
Max Upliftl 1— 107(LC 5), 5— 127(LC 8)
Max Grav 11=1278(LC 2), 5=1592(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-11--1227/128, 1-2--687/61, 2-3=-687/61, 3-4=-1081 /69, 4-5=-1710/28, 5-6-0/164
BOT CHORD 10-11=0/269, 9-10=0/801, 8-930/1214, 7-8a0/1214, 5-7=0/1214
WEBS 1-10=-102/1134, 2-103-802/155, 3-10=-510/80, 3-9=-8/464, 4-9=-646/97, 4-7-0/204
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 11 and 127 lb uplift at
joint 5.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REWAYLOR 12/27 DG (ID) S
02673
A2
ROOF TRUSS
1
1
Job Reference (optional)
ck i wn wmrurvery i goarno ra«s, W os4us, mll%t NAY=$
6.6m s Oct 31 2006 MITek Industries, Inc. Wed Jan 03 16:51:42 2007 Page 1
4-4-0 8-6-0 14-3-4 20-0-8 21-9-1 23-6-0 27-9-15 29-6-8 32-0-0
4-4-0 4-2-0 5-9-4 5-9-4 1-8-9 1-8-15 4-3-15 1-8-9 2-5-8
Scale - 1:54.0
6x6 =
3x4 = 4x8 - 3x6 = 5x8 =
3 4 5 6 7
6x8 s 18 17 16 15 11 6x10
3x8 = 3x4 = 34 = 5x8 f' 7.00 12 5x6
8-6-0 14-3-4 1 20-0-8 21-9-1 23-6-0 27-9-15 29-6-8 32-0-0
8-6-0 5-9-4 5-9-4 1-8-9 1-8-15 4-3-15 1-8-9 2-5-8
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.16
TC 0.68
Vert(LL) -0.26 14 >999 240
MT20 1971144
TCDL 8.0
Lumber Increase 1.15
BC 0.74
Vert(TL) -0.38 14 >989 180
BCLL 0.0
Rep Stress Incr YES
WB 0.93
Horz(TL) 0.22 10 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 153Ib
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
W3 2 X 4 SPF 165OF 1.5E, W5 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1617/0-5-8, 10-1617/Mechanical
Max Horz 1=-146(LC 5)
Max Upliftl=-110(LC 6),10— 110(LC 5)
Max Grav 1 =2226(LC 2), 10_2231(LC 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-18, 5-15
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--3332/206, 2-3=-2963/207, 3-4=-2346/199, 4-5=-2951/234, 5-6=-3110/233, 6-7=-2850/216, 7-8= 3585/233,
8-9=-4818/258, 9-10=- 3474/184
BOT CHORD 1-18— 262/2572,17-18a-243/2951, 16-17=-186/2858,15-16=-186/2858,14-15=-218/3212, 13-14=-168/3088,
12-13=-156/3920, 11-12=-128/2924, 10-11 =-1 17/2657
WEBS 2-18=-257/171, 3-18=-6/898, 4-18-1241/176, 4-17=-224/136, 5-17=-82/397, 5-1 5=-1 4461148, 5-14- 5/793,
6-14=-125/966, 6-13=-1059/158, 7-13=- 79/1390, 8-13=-1156/100, 8-12=-9/8810 9-12=-49/1550, 9-11— 1373171
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf_35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) 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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1 and 110 lb uplift at
joint 10.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12127 DG (ID) S
02673
A3
ROOF TRUSS
1
1
Job Reference (optional)
v-ow * vci .31 4wo mw i en anousuges, mu. vveu uan us 1 u:oi:4b 2uu/ Pagel
5-2-8 10-3-0 16-0-0 21-9-0 26-9-8 32-0-0
5-2-8 5-0-8 5-9-0 5-9-0 5-0-8 5-2-8
scale -1 Wz
4x8 =
3x8 = 4x8 =
0
N
n
C
US s 13 12 11 10 9 8 6x8
ISM II 3x8 = 1.5x4 11 3x8 = 3x8 = 1.5x4 11
5-2-8 10-3-0 16-0-0 21-9-0 26-9-8 32-0-0
5-2-8 5-0-8 5-9-0 5-9-0 5-0-8 5-2-8
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defi Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.65
Vert(LL) -0.17 9-11 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.66
Vert(TL)-0.2711-12 >999 180
BCLL 0.0
Rep Stress Incr YES
WS 0.46
Horz(TL) 0.12 7 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight:143 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650E 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
W4 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1626/Mechanical, 7=1626/Mechanical
Max Horz 1 a-175(LC 5)
Max Upliftl=-74(LC 6), 7=-74(LC 5)
Max Grav 1=2179(LC 2), 7=2179(LC 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-12. 4-9
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2 :-3383/133, 2-3=-2729/158, 3-4=-2122/160, 4-5=-2122/160, 5-6= 2729/158, 6-7--3383/133
BOT CHORD 1-13= 228/2603,12-13=-228/2603, 11-12=-159/2354, 10-11=-159/2354, 9-10=-159/2354, 8-9--54/2603, 7-8=-54/2603
WEBS 2-13=0/189, 2-12=-589/121, 3-12=0l765, 4-12=-883/147, 4-11=0/219, 4-9=-883/147, 5-9=0/765, 6-9— 589/121,
6-8=0/189
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 74 lb uplift at
joint 7.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
4
Job
Truss
Truss Type
Oty
Ply
REXITAYLOR 12/27 DG (ID) S
02673
A4
ROOF TRUSS
1
1
Job Reference (optional)
13
v.wu a wi i cuuv rvu esn uiuusuus�, a«. vrvu uan uo o:;) i .go zuuf rage 7
6-1-0 12-0-0 16-0-0 20-0-0 25-11-0 32-0-0
6-1-0 5-11-0 4-0-0 4-0-0 5-11-0 6-1-0
Scale -1 M2
6x8 =
3x4 = 6x6 =
3 4 5
50 s 12 11 10 9 8 6x6 s
1.6x4 11 3x8 = 3x4 = 3x6 = 1.5x4 11
6-1-0 12-0-0 20-0-0 25-11-0 32-0-0
6-1-0 5-11-0 8-0-0 5-11-0 6-1-0
Plate Offsets (X,Y): [1:Edge,0-3-2), [3:0-3-5,Edge), [5:0-3-5,Edgel, [7:0-1-10,Edael
LOADING (psi)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (Ioc) 1/deft Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.74
Vert(LL) -0.14 1-12 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.72
Vert(TL) -0.32 9-11 >999 180
BCDL
Rep Stress Incr YES
WB 0.82
Horz(TL) 0.11 7 n/a n/a
.0
BCDL .0
8
Code IRC2003/TP12002
(Matrix)
Weight: 143 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 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 Stud/Std, W2 2 X 4 SPF Stud/Std
W2 2 X 4 SPF Stud/Std, W1 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1617/Mechanical, 7.1617/0-5-8
Max Horz 1=204(LC 6)
Max Upllftl= 78(LC 7), 7_-77(LC 8)
Max Grav 1=2102(LC 2), 7=2095(LC 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 4-9
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3218/126, 2-3=-2422/132, 3-4=-1827/149, 4-5=-1810/149, 5-6=-2399/131, 6-7=-3167/123
BOT CHORD 1-12=-198/2458, 11-12— 198/2458, 10-11=-100/1817, 9-10=-100/1817, 8-9- 28/2395, 7-8=-28/2395
WEBS 2-12=0/210, 2-11=-777/145, 3-11=-1/718, 4-11— 614/159, 4-9=-633/158, 5-9=-1/718, 6-9=-721/143, 6-8=0/206
NOTES
1) Wind: ASCE 7-98; 90mph; h=251t; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
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 lb uplift at joint 1 and 77 lb uplift at
joint 7.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard
14
.lob
Truss
Truss Type
city
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
A5
ROOF TRUSS
1
1
Job Reference (optional)
i
v-%mw o --t Q P cvw -,1 an a iuu—it-, 111- -tru JQII va I am cou zuu/ rage 1
6-11-8 13-9-0 18-3-0 25-0-8 32-0-0 34-0-0
6-11-8 6-9-8 4-6-0 6-9-8 6-11-8 2-0-0
Scale - 1 :55.8
US = 6x10 MT18H=
4
1=4 II
6-11-8 13-9-0 18-3-0 25-0-8 32-0-0
6-11-8 6-9-8 4-6-0 6-9-8 6-11-8
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 0.96
Vert(LL)
-0.18 1-12
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.81
Vert(TL)
-0.30 1-12
>999
180
MT18H 197/144
BCLL 0.0
Rep Stress Incr
YES
WB 0.21
Horz(TL)
0.10 6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight:144 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 1650F 1.5E 'Except'
W1 2 X 4 SPF Stud/Std, W1 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 6=1823/0-5-8,1=1610/Mechanical
Max Horz 1=-254(LC 5)
Max Uplift6— 172(LC 8), 1=-86(LC 7)
Max Grav6=2330(LC 3),1=2019(LC 2)
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11.3-10, 5-10
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3037/135, 2-3=-2090/148, 3-4=-1495/161, 4-5=-2050/141, 5-6=-2919/106, 6-7=0/164
BOT CHORD 1-12=-133/2293, 11-12=-133/2293, 10-11=-44/1516, 9-10=0/2166, 8-9=0/2166, 6-8=0/2166
WEBS 2-12=0/276, 2-11=-949/163, 3-11=-40/626, 3-10=-459/442, 4-10=-31/577, 5-10=-827/135, 5-8=0/265
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 6 and 86 lb uplift at
joint 1.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
A6
ROOF TRUSS
1
1
Job Reference (optional)
a 1 ulir% Vumt-vi-i -4 I a-ir, mano raus, W 044U3, IYRr%C rIMT CO
o.buu s uc137 zuub Mi I eK MOUSiWS, Inc. we0 Jan 03 16:52:00 2007 Page 1
5-3-5 10-4-11 15-6-0 1i6-6,0 21-7-5 26-8-11 i 32-0-0 ,34-0-0,
5-3-5 5-1-5 5-1-5 1-0-0 5-1-5 5-1-5 5-3-5 2-0-0
Sx6 =
6x6 =
o Io
3x4 = US = 4x4 = 4x4 = 3x4 =
7-10-0 15-6-0 10-610 24-2-0 32-0-0 ,
7-10-0 7-8-0 1-0-0 7-8-0 7-10-0
Scalo -1 SI A
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in (loc) I/dell Ud
PLATES GRIP
(Roof Snow_35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)
-0.1311-13 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.56
Vert(TL)
-0.2711-13 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.25
Horz(TL)
0.10 9 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 165 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF 165OF 1.5E "Except-
WEBS
1 Row at midpt 3-14, 5-14, 6-13
W1 2 X 4 SPF Stud/Std, W1 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 9.1823/0-5-8,1.1610/Mechanical
Max Horz 1=-283(LC 5)
Max Upl1ft9--184(LC 8).1=-92(LC 7)
Max Grav9=2236(LC 3), 1=1869(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--2814/157, 2-3=-2408/182, 3-4--1605/184, 4-5--1235/177, 5-6=-1603/180, 6-7=-2197/161, 7-8=-2382/144,
8-9--2779/135, 9-10=0/164
BOT CHORD 1 -1 5=-1 61/2149.14-15=-66/1632,13-14=0/1234, 12-13=0/1 661, 11-12=0/1 661. 9-11=-25/2075
WEBS 2-15= 525/139, 3-15=-42/621, 3-14_ 933/164, 4-14=-87/793, 5-14= 570/571, 5-13=-84/744, 6-13=-872/151,
6-11 _ 15/496, 8-11=-422/118
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 9 and 92 lb uplift at
joint 1.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12127 DG (ID) S
02673
A7
ROOF TRUSS
2
1
Job Reference(optional)
I
V.JVV J Wl J l cvuv IVIJ I an iIn+wu;c*, IIIU. VVVU J61Iva I0:UC:U4 GUOr rage 1
5-5-5 1 10-8-11 1 16-0-0 1 21-3-5 1 26-6-11 32-0-0 34-0-0
5-5-5 5-3-5 5-3-5 5-3-5 5-3-5 5-5-5 2-0-0
4x5 = Scale - 1 :57.1
4
JRIO = 4Xtl = 3X4 = 3X4 =
8-1-0 1 16-0-0 23-11-0 32-0-0
8-1-0 7-11-0 7-11-0 8-1-0
A
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.15 1-13 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.58
Vert(TL) -0.30 1-13 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.27
Horz(TL) 0.10 8 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight:144 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 165OF 1.5E 'Except-
W1 2 X 4 SPF Stud/Std, W1 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 8=1823/0-5-8, 1-1610/Mechanical
Max Horz 1=-293(LC 5)
Max Uplift8=-180(LC 8), 1=-93(LC 7)
Max Grav8=2207(LC 3), 1-1898(LC 2)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 5-12
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--2854/159, 2-3=-2435/185, 3-4=-1559/183, 4-5=-1560/190, 5-6=-2005/156, 6-7- 2315/141, 7-8=-2725/130,
8-9=0/164
BOT CHORD 1-13=-166/2178,12-13=-67/1645, 11-12=0/1592, 10-11=0/1592, 8-10=-32/2030
WEBS 2-13a-544/143, 3-13=-44/638, 3-12--988/172, 4-12=-110/1130, 5-12--933/161, 5-1 0=-1 6/519, 7-10--450/124
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 8 and 93 lb uplift at
joint 1.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REXlTAYLOR 12/27 DG (ID) S
02673
A8
ROOF TRUSS
5
1
Job Reference (optional)
S i QGK WMPONEN i S-ir, idano ra«s, iD 83403, MIKE HAYES 6.500 s Oct 31 2006 MTek Industries, Inc. Wed Jan 03 16:52:08 2007 Page 1
5-5-8 10-9-0 i 16-0-0 21-1-12 i 26-5-2 i 32-0-0 34-0-0
5-5-8 5-3-8 5-3-0 5-1-12 5-3-6
3
4x6 11
i.ax4 n 5x5 =
5-6-14 2-0-0
Scale -1:57.3
5-5-8 1 10-9-0 16-0-0 21-1-12 26-5-2 32-0-0
5-5-8 5-3-8 5-3-0 5-1-12 5-3-6 5-6-14
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL
in (loc)
I/defl
L/d
PLATES GRIP
(Roof Snow=35.0)
Plates Increase
1.15
TC 0.92
Vert(LL)
-0.3511-12
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.95
Vert(TL)
-0.5811-12
>651
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.53
Horz(TL)
0.41 9
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 147Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF 165OF 1.5E -Except-
Wt 2 X 4 SPF Stud/Std, W2 2 X 4 SPF Stud/Std
WEBS
W8 2 X 4 SPF Stud/Std, W9 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 1=1609/Mechanical, 9=1809/0-5-8
Max Horz 1 .-294(LC 5)
Max Upliftl=-92(LC 7), 9=-175(LC 8)
Max Grav 1.I888(LC 2), 9=2195(LC 3)
Structural wood sheathing directly applied or 1-10-13 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 9-11.
1 Row at midpt 5-13
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2835/1450 2-3=-2149/159, 3-4=4833/166, 4-5=4830/185, 5-6=-3434/142, 6-7=-3745/128, 7-8=-4438/123,
8-9=-4653/95, 9-10=0/149
BOT CHORD 1-15= 152/2132, 14-15=-152/2132, 13-14=-72/1733, 12-13=0/3189, 11-12=-45/3771, 9-11=-45/3750
WEBS 2-15=0/2031 2-14--617/113, 3-14= 240/43, 3-13=-526/169, 4-13=403/1437, 5-13=-2628/47, 5-12=0/2333,
7-12=-547/152, 7-11=0/164
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL-1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 1 and 175 lb uplift at
joint 9.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ay
Ply
REX/TAYLOR 12127 DG (ID) S
02673
A9
ROOF TRUSS
1
1
Job Reference (optional)
a 1 VUM wnnrvrvcry i 40-1r,10an0 MIS, iu WW4, mint MATCO
b.b0u s Ua 41 ZUU5 mi l ex maustnes, inc. Wed Jan 0316:52:10 2007 Page 1
2-5-8 P-7-$ 5-5-4 , 7-1-1 , 10-9-0 16-0-0 21-1-12 1 26-5-2 32-0-0 , 34-0-0,
2-5-8 1-2-0 1-9-12 1-7-13 3-7-15 5-3-0 5-1-12 5-3-6 5-6-14 2-0-0
Scale
5x5
_ _ " 8.00119.66 12 a='z 5x8 =
2-5-8 �-7-$ 5-5-4 , 7-1-1 , 10-9-0 16-0-0 21-1-12 26-5-2 , 32-0-0 ,
2-5-8 1-2-0 1-9-12 1-7-13 3-7-15 5-3-0 5-1-12 5-3-6 5-6-14
LOADING (psi)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL
in (loc)
I/deft
Ltd
PLATES GRIP
(Roof Snow=35.0)
Plates Increase
1.15
TC 0.92
Vert(LL)
-0.35 14-15
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.95
Vert(TL)
-0.5914-15
>640
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.96
Horz(TL)
0.44 12
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 164 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
WEBS 2 X 4 SPF Stud/Std "Except'
W9 2 X 4 SPF 1650F 1.5E, W10 2 X 4 SPF 165OF 1.5E
WEBS
W11 2 X 4 SPF 165OF 1.5E, W12 2 X 4 SPF 165OF 1.5E
W13 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
SLIDER Right 2 X 4 SPF Stud/Std 3-3-5
REACTIONS (lb/size) 1.1609/0-5-8, 12=1809/0-5-8
Max Horz 1= 294(LC 5)
Max Upliftl— 92(LC 7), 12— 175(LC 8)
Max Grav1=1888(LC 2),12=2195(LC 3)
Structural wood sheathing directly applied or 1-10-13 oc pudins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 12-14.
1 Row at midpt 8-16
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2814/143, 2-3=-3622/232, 3-4=-3084/199, 4-5=-2366/169, 5-6=-2039/165, 6-7=-1830/165, 7-8=-1830/185,
8-9=-3434/142, 9-10=-3745/128, 10-11 =-4438/123,11-12=-4654/95, 12-13=0/149
BOT CHORD 1-21 =-1 80/2078020-21=-203/2347, 19-20:-220/2923,18-19=-197/2865,17-18=-111/1925, 16-17=-71/1727,
15-16=0/3188,14-15=-45/3769, 12-14=-45/3750
WEBS 2-21 =-1 202/116, 2-20=-67/1225, 3-20=-54/583, 3-19=-588/75, 4-19=119/1602, 4-18=-1578/150, 5-18=-35/324,
5-17=-523/89, 6-17=-225/46, 6-16=-514/176, 7-16=-100/1429, 8-16=-2626/47, 8-15=0/2332,10-15=-548/152,
10-14=0/164
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft, TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psi on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 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 92 lb uplift at joint 1 and 175 lb uplift at
joint 12.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12127 DG (ID) S
02673
131
ROOF TRUSS
1
2
Job Reference (optional)
STOCK OCK C OMPONEN I S-iF, iaano Fairs, 0 83401, MIKE HAYES
6.500 S Oct 312006 MiTek Industries, Inc. Wed Jan 03 16:52:12 2007 Page 1
4-3-13 8-2-11 12-1-8 16-1-8 20-5-0
4-3-13 3-10-13 3-10-13 4-0-0 4-3-8
Us 11 Scale-1.41.8
3x8 II 6x8 = 6x8 = 8x8 = 4x6 = 3x6 11
4-3-13 8-2-11 1 12-1-8 i 16-1-8 i 20-5-0
4-3-13 3-10-13 3-10-13 4-0-0 4-3-8
Plate Offsets MY): [1:Edge,0-2-41, [6:0-2-4,0-1-81, [9:0-3-8,0-4-01, [11:0-3-8,0-3-01
LOADING (psf)
TCLL 35.0
SPACING 1-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.42
Vert(LL)-0.1211-12 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.85
Vert(TL)-0.2011-12 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.99
Horz(TL) 0.05 7 n/a n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 248 lb
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 Stud/Std 'Except* BOT CHORD
W5 2 X 4 SPF 1650F 1.5E, W9 2 X 4 SPF 165OF 1.5E
W8 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=6037/0-5-8, 7=6037/0-5-8
Max Horz 1=101(LC 6)
Max Upliftl— 617(LC 7), 7_-613(LC 7)
Max Grav 1=6174(LC 2), 7=6065(LC 3)
Structural wood sheathing directly applied or 4-10-7 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-8561/857, 2-3=-6484/667, 3-4=-4460/487, 4-5=-4420/490, 5-6=-4541/472, 6-7=-4995/509
BOT CHORD 1-12=-735/6864,11-12=-735/6864, 10-11= 557/5332, 9-10=-374/3707, 8-9--23/186, 7-8=-23/186
WEBS 2-12=-232/2362, 2-11 =-1 934/225, 3-11=-338/3285, 3-10= 2925/331, 4-10--501 /4661, 5-1 0=-1 75/61, 5-9=-23/32,
6-9=-427/4251
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 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 1 and 613 lb uplift at
joint 7.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
10) Girder carries tie-in span(s): 23-1-0 from 0-0-0 to 20-5-0
LOAD CASE(S) Standard
Continued on page 2
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
B1
ROOFTRUSS
1
2
Jab Reference o banal
arvwarviv"im o a-;r, warty rains, iv o,s4va, M!r\G nmT r-o b.bOU S VCt 31 ZU05 MI I eK Industries, Inc. wed Jan 0316:52:12 2007 Page 2
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase;1.15
Uniform Loads (plf)
Vert: 1-4=-43, 4-6=-43, 1-7=-559(F=-551)
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
Ct
ROOF TRUSS
1
1
Job Reference (optional)
S I QQK wmrVrvtry 1 54r, lash rails, Q 83403, MIKt MAYt5
6.500 s Oct 312005 MTek Industries, Inc. Wed Jan 0316,52:16 2007 Page 1
6-1-12 , 12-1-8 15-2-7 22-1-4 27-4-6 , 32-7-7 37-0-11 41-8-0 0-8-Q
6-1-12 5-11-12 3-0-15 6-10-13 5-3-2 5-3-2 4-5-4 4-7-5 2-0-0
Scale - 1:71.8
6x6 0
1.5x4 II 6x8 = 3x4 = 5x8 WB= 1.5x4 II 5x8 = 3x4 = 1.5x4 II
4x8 =
6-1-12 12-1-8 15-2-7 22-1-4 27-4-6 32-7-7 37-0-11 41-8-0
6-1-12 5-11-12 3-0-15 6-10-13 5-3-2 5-3-2 4-5-4 4-7-5
LOADING (psf)
SPACING
2-0.0
CSI
DEFL
in (loc)
1/defl
Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase
1.15
TC 0.53
Vert(LL)
-0.3415-17
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.69
Vert(TL)
-0.61 15-17
>813
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.97
Horz(TL)
0.22 9
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 214 lb
LUMBER
TOP CHORD 2 X 4 DF 240OF 2.0E 'Except*
T22X6DFNo.2
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
W3 2 X 4 SPF 1650F 1.5E, W6 2 X 4 SPF 1650F 1.5E
W8 2 X 4 SPF 165OF 1.5E, W9 2 X 4 SPF 1650F 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 8 DF 195OF 1.7E
REACTIONS (lb/size) 9=2306/0-5-8, 1=2096/0-5-8
Max Horz 1=-227(LC 5)
Max Uplift9=-261(LC 8). 1=-99(LC 8)
Max Grav9=2808(LC 3),1=2096(LC 1)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-18, 5-17
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3275/195, 2-3=-2763/248, 3-4=-2673/248, 4-5--3404/284, 5-6=-3702/320, 6-7=-3706/321, 7-8=-3485/2791
8-9--3852/239, 9-10=0/164
BOT CHORD 1-1 9--233/2540,18-19=-233/2540, 17-18=-246/3416,16-17=-282/3968,15-16=-282/3968, 14-15--282/3968,
13-14=-282/3968, 12-13=-103/2814, 11-12=-73/2950, 9-11=-73/2950
WEBS 2-19=0/237, 2-18=-624/134, 3-18=-213/2650, 4-18=-2885/258, 4-17=-7/562, 5-17=-748/93, 5-15=0/236, 5-13=-575/84,
6-13=-659/132, 7-13=-191/1370, 7-12=0/2339 8-12=-164/65, 8-11=-3/146
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Sheltered
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 9 and 99 lb uplift at
joint 1.
9) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (tD) S
02673
C2
ROOF TRUSS
1
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:52:25 2007 Page 1
-2-0-0, 5-2-8 10-3-0 14-0-0 ,16-11-7 , 20-5-13 , 24-0-4 , 29-2-6 34-4-7 1 41-8-0 143-8-Q
2-0-0 5-2-8 5-0-8 3-9-0 2-11-7 3-6-7 3-6-7 5-2-2 5-2-2 7-3-9 2-0-0
Scale-1:75.8
6x6 =
5x5 =
1.5x4 11 3x4 = 3x8 = U4 = 3x6 = 3x8 = 3x6 = 14A 11 3x4 =
5-2-8 i 10-3-0 i 14-0-0 i 16-11-7 24-0-4 29-2-6 i 34-4-7 41-8-0
5-2-8 5-0-8 3-9-0 2-11-7 7-0-13 5-2-2 5-2-2 7-3-9
Plate Offsets (X,Y):
[2:0-4-0,Edgel, [4:0-3-5,Edgel, [6:0-5-0,0-2-01, [10:0-6-0,0-1-81,
111:0-4-0,Edge]
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in (foe)
I/defl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.79
Vert(LL)
0.1011-13
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.38
Vert(TL)
-0.1511-13
>999
180
MT18H 197/144
BCLL 0.0
Rep Stress Incr YES
WB 0.63
Horz(TL)
0.04 11
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 200 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
W4 2 X 4 SPF 1650F 1.5E
WEDGE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF No.2
REACTIONS (lb/size) 2=1251/0-5-8, 16=2483/0-5-8,11=867/0-5-8
Max Horz 2=173(LC 6)
Max Uplift2=-151(LC 7).16=-207(LC 6),11=-175(LC 8)
Max Grav 2=1 493(LC 2), 16=2859(LC 3), 11=1220(LC 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purl€ns.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-16, 9-16
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/164, 2-3— 1690/61, 3-4= 11781100, 4-5=-666/121, 5-6=-870/121, 6-7=-666/107, 7-8=-39/785, 8-9=-39/785,
9-10=-754/141, 10-11=-1141 /107, 11-12=0/164
BOT CHORD 2-21 =-1 32/12-24, 20-21=-132/1224, 19-20= 76/848, 18-19=-37/641, 17-18=-26/89, 16-17=-26/89, 15-16=-109/325,
14-15=-109/325, 13-14=-109/325, 11-13=0/743
WEBS 3-21-0/187, 3-20=-462/84, 4-20=-8/361, 4-19=-373/63, 5-19=-37/200, 6-19=-19/177, 6-18=-749/76, 7-18=-22/1045,
7-16=-1417/135, 8-16=-523/100, 9-16=-1536/89, 9-14=0/150, 9-13--18/581910-13=-256/74
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Sheltered
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 psi or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2, 207 €b uplift at joint
16 and 175 lb uplift at joint 11.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
C3
ROOF TRUSS
1
1
Job Reference(optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:52:33 2007 Page 1
2-0-01 4-4-0 , 8-6-0 , 12-1-8 , 15-9-0 , 18-8-7 , 24-0-4 30-0-14 36-1-7 , 41-8-0 0-8-0
2-0-0 4-4-0 4-2-0 3-7-8 3-7-8 2-11-7 5-3-13 6-0-10 6-0-10 5-6-9 2-0-0
scale .1:75.8
5x5 =
3x4 =
Sx5 =
1.50 II 3x8 = 3x8 = 3x6 = 3x4 II 3x8 = 30 =
5x5 = 3x6 =
4-4-0 8-6-0 15-9-0 18-8-7 24-0-4 30-0-14 36-1-7 41-8-0
4-4-0 4-2-0 7-3-0 2-11-7 5-3-13 6-0-10 6-0-10 5-6-9
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in (loc) I/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)
-0.0819-20 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.39
Vert(TL)
-0.1919-20 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 1.00
Horz(TL)
0.03 15 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 188 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purtins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2 X 4 SPF Stud/Std *Except*
6-0-0 oc bracing: 15-18,14-15.
W7 2 X 4 SPF 1650F 1.5E, W9 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF No.2
REACTIONS (lb/size) 2=1286/0-5-8, 15=2399/0-5-8, 11=915/0-5-8
Max Horz 2=-144(LC 5)
Max Uplift2= 146(LC 7),15=-222(LC 6), 11=-179(LC 8)
Max Grav2=1566(LC 2),15=2873(LC 3). 11=1268(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/164, 2-3=-1807/85, 3-4--1441/107, 4-5=-1100/112, 5-6=-840/107, 6-7=-1108/107, 7-8=-772/113, 8-9=-712/149,
9-10--925/126, 10-11=-1305/106, 11-12=0/164
BOT CHORD 2-21=-145/1324, 20-21— 145/1324, 19-20=-103/1096, 18-19=-37/726, 17-18=-853/86, 16-17=-853/86, 15-16= 853/86,
14-15- 853/86, 13-14— 52/712, l l-13=0/919
WEBS 3-21=-33/111, 3-20=-279/65, 4-20=0/352, 5-20=-288/1310 5-19=- 517/110, 6-19=-27/291, 7-19=-9/300, 7-18=-1102/93,
8-18=-116/1972, 8-15=-2753/279, 8-14=-126/1846, 9-14=-891/124, 9-13=-6/245,10-13=-41/143
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Sheltered
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 2, 222 lb uplift at joint
15 and 179 lb uplift at joint 11.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
C4
ROOF TRUSS
1
2
Job Reference (optional)
S 1 OC:K C OMPONEN I S-iF, idano Fans, w 83403, MIKE HAYES
6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 0316:52:35 2007 Page 1
-2-0-0, 3-7-0 6-9-0 , 12-1-8 17-6-0 , 20-5-7 , 24-0-4 28-7-10 33-3-1 37-10-7 , 41-8-0
2-0-0 3-7-0 3-2-0 5-4-8 5-4-8 2-11-7 3-6-13 4-7-6 4-7-6 4-7-6 3-9-9 2-0-0
se1e-1:75.8
Sx5 =
3x8 =
5x5 =
4x8 = W 11 4x8 = 8x10 = US = W 11 4x4 = 4x4 =
08 =
6-9-0 12-1-8 17-6-0 1 20-5-7 24-0-4 1 28-7-10 33-3-1 37-10-7 41-8-0
6-9-0 5-4-8 5-4-8 2-11-7 3-6-13 4-7-6 4-7-6 4-7-6 3-9-9
Plate Offsets MY): [2:0-1-5,0-2-01, [7:0-5-0,0-2-01, [12:0-1-8,0-2-01, [20:0-2-8,0-4-81
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase 1.15
TC 0.50
Vert(LL) -0.09 22-23 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.50
Vert(TL) -0.14 22-23 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.71
Horz(TL) 0.04 12 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 434 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 6 DF No.2
WEBS 2 X 4 SPF Stud/Std *Except*
W7 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 2=2293/0-5-8,17=5334/0-5-8, 12=1599/0-5-8
Max Horz 2=146(LC 6)
Max Upllft2--277(LC 7),17=-671(LC 6),12=-272(LC 8)
Max Grav2=2887(LC 2), 17_6394(LC 3),12=2174(LC 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/173, 2-3=-3914/377, 3-4=-3652/384, 4-5— 2944/338, 5-6=-1922/229, 6-7=-2348/270, 78=-904/132,
8-9=-312/3158, 9-10=-2714/309, 10.11=-2063/218, 11-12= 2763/247, 12-13=0/173
BOT CHORD 2-23_ 385/2996, 22-23--390/3406, 21-22=-390/3406, 20-21— 36/780, 19-20=-361780, 18-19= 3158/345,
17-18=-3158/345, 16-17_ 82/724, 15-16=- 82/724, 14-15=-271/2714, 12-14=-157/2118
WEBS 3-23=-75/263, 4-23=-149/1492, 5-23--833/149, 5-22=-133/1055, 5-21--1935/272, 6-21=-120/1003, 7-21=-216/1742,
7-19--2565/230, 8-19=-447/48041 8-17=-3149/323, 9-17=-4429/472, 9-16= 79/678, 9-15=-215/2271, 10-1 5=4 89/119,
10-14--742/137,11-14=-124/1048
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 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Bpsf; Category Il; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf_35.0 psf (flat roof snow); Exp C; Fully Exp.
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) 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 Ib uplift at joint 2, 671 lb uplift at
joint 17 and 272 lb uplift at joint 12.
11) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSVrPI 1.
12) Girder carries hip end with 3-9-9 right side setback, 6-9-0 left side setback, and 6-9-0 end setback.
Continued on page 2
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
C4
ROOF TRUSS
1
2
Job Reference (optional)
;:I I vt,r% wmrvrvtn r o-ir, roan rails, ru oj4uj. Mmt "Ayr-, 5.500 s Oct 31 2006 MTek industries, Inc. Wed Jan 03 16:52:35 2007 Page 2
NOTES
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 339 lb down and 50 lb up at 37-10-7, and 602 lb down and 88 lb up at
6-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-6=-43(F=43), 6-7=-43(F=43), 7-11--43(F=43), 11-13.-86, 2-23=-16, 14-23=-176(F=-160), 12-14=-16
Concentrated Loads (lb)
Vert: 23=-602(F)14=-339(F)
Job
Truss
Truss Type
Oty
Ply
REXlTAYLOR 12/27 DG (ID) S
02673
CR1
ROOF TRUSS
3
1
Job Reference (optional)
S I OCK COMPONEN I S-ir, iaano Taus, iu 834u3, MIKE HAYES 6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 03 16:52:36 2007 Page 1
-3-0-7 5-0-0 i 10-1-5
3-0-7 5-0-0 5-1-5
U6 II scale-1:as.o
5-0-0 10-1-5
5-0-0 5-1-5
LOADING (psf)
TCLL 35.0
SPACING 1-0-0
CS1
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.75
Vert(LL)
0.04
2-6
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.35
Vert(TL)
0.05
2-6
>999
180
BCLL 0.0
Rep Stress Incr NO
WB 0.29
Horz(TL)
0.01
5
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 421b
LUMBER BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud/Std 'Except* BOT CHORD
W3 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 5=570/0-5-8, 2=341 /0-8-6
Max Horz 2=136(LC 7)
Max Upiift5=-131(LC 7), 2=-32(LC 7)
Max Grav5=668(LC 2), 2=548(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-7=0/76, 2-7=0/82, 2-3=-550/0, 3-4— 196/90, 4-5=-379/135
BOT CHORD 2-6=-68/467, 5-6=-68/467
WEBS 3-6=-26/110, 3-5=-444/61
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL_4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 5 and 32 lb uplift at
joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-7=-43
Trapezoidal Loads (plf)
Vert: 7=43(F=43, B=43)-to-4=-174(F=-66, B=-66), 2=7(F=7, B=7)-to-5=-32(F=-12, 13=-12)
Job
Truss
Truss Type
Oly
Ply
REX/TAYLOR 1227 DG (ID) S
02673
C132
ROOF TRUSS
1
1
Job Reference(optional)
a i uCR Cumrumcsi 1 a-ir, iaano raus, w 8:3403, MIRE MATES
b.buu s VV 31 2005 M!Tek Inaustries, Inc. Wed Jan 03 16:52:38 2007 Page 1
-3-0-7 3-7-1 6-2-5 10-1-5 10,1-8
3-0-7 3-7-1 2-7-4 3-11-0 0-0-3
3x4 II scale - 12S.0
3-7-1 6-2-5 10-1-5
3-7-1 2-7-4 3-11-0
LOADING (psf)
TCLL 35.0
SPACING 1-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.96
Vert(LL) 0.03 2-9 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.43
Vert(TL) -0.04 8-9 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.40
Horz(TL) 0.02 7 n/a n/a
BCDL 8.0
Code IRC2003lrP12002
(Matrix)
Weight: 44 lb
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 Stud/Std BOT CHORD
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 7=822/Mechanical, 2=601/0-8-6
Max Horz 2=230(LC 7)
Max Uplift7=-203(LC 7), 2=-68(LC 7)
Max Grav7_920(LC 2), 2=808(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-10=0/76, 2-10=0/83, 2-3=-821/0, 3-4=-1062/50, 4-5=-204/90, 5-7=-349/131
BOT CHORD 2-9=-155/65298-9=-161/687, 7-8=-208/927, 6-7=0/0
WEBS 3-9=-290/9113-8=-81 /328, 4-8=0/246, 4-7=-996/223
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 7 and 68 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 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 (pit)
Vert: 1-10=-43
Trapezoidal Loads (pit)
Vert: 10=0(F=21, B=21)-to-5=-218(F=-87, B=-87), 2=-1(F=3, B=3)-to-9=-14(F=-3, B=-3), 9= 14(F=-3, B=-3)-to-8=-25(F=-8,
B=-8), 8=-25(F=-8, B=-8)-to-6= 41(F=-16, B=-16)
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
CR3
MONO TRUSS
1
1
.lob Reference (optional)
a i OCK %.uMrvnEry i a-ir, iaano ra«s, w a qua, MIRE HATE.? 6.bu0 s uct 31 2006 MI I eK industries, Inc. wed Jan 03 16:52:38 2007 Page 1
-3-0-7 2-10-6 5-9-3
3-0-7 2-10-6 2-10-13
1.5x4 11 scalo - 1:17.4
i 5-9-3 ,
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 1-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code IRC2003/TP12002
CSI
TC 0.71
BC 0.12
WB 0.13
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc) I/defl Ud
-0.02 2-5 >999 240
-0.05 2-5 >999 180
-0.00 5 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 24 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E
TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except
BOT CHORD 2 X 4 SPF 210OF 1.8E
end verticals.
WEBS 2 X 4 SPF Stud/Std
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 2=328/0-5-8, 5=225/0-5-8
Max Horz 2=88(LC 7)
Max Uplift2=-75(LC 7), 5=-46(LC 6)
Max Grav2=493(LC 2), 5=264(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/86, 2-3=-191/132, 3-4=-51/58, 4-5=-186/59
BOT CHORD 2-5=-200/78
WEBS 3-5=-86/221
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2 and 46 lb uplift at
joint 5.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Snow: Lumber Increase-1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2— 43
Trapezoidal Loads (plf)
Vert: 2=-0(F=4, B=4)-to-5=-23(F=-8, B=-8), 2=-5(F=19, B=19)-to-4=-124(F=-40, B=-40)
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
D1 G
ROOF TRUSS
1
1
Job Reference (optional)
o i vw% wmrvi%wm 1 ci-ir, wane raus, lu wqw, mIRC r1AT co u.ouu s L= s1 zuub MI I eK Inausines, Inc. Wed Jan 0316:52:45 2007 Page 1
-2-0-0 11-8-0 23-4-0 25-4-0
2-0-0 11-8-0 11-8-0
4x4 =
23-4-0 ,
23-4-0
2-0-0
Scala - 1:43.7
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL In
(loc) Vdefl Ud
PLATES GRIP
(Roof Snow_35.0)
Plates Increase
1.15
TC 0.72
Vert(LL) -0.12
15 n/r 120
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.33
Vert(TL) -0.13
15 n/r 90
BCLL 0.0
Rep Stress Incr
NO
WB 0.19
Horz(TL) 0.00
14 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 106 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 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 Stud/Std
REACTIONS (lb/size) 2=394/23-4-0, 22=178/23-4-0, 23=203/23-4-0, 24=207/23-4-0, 25=195/23-4-0, 26=238/23-4-0, 27=42/23-4-0, 21=203/23-4-0, 20=207/23-4-0,
19=195/23-4-0, 18=238/23-4-0, 16=42/23-4-0, 14=394/23-4-0
Max Horz 2=-170(LC 5)
Max Uplift2=-104(LC 7), 23=-34(LC 7), 24=-43(LC 7), 25=-34(LC 7), 26=-60(LC 7), 27=-235(LC 9), 21 _ 31(LC 8), 20=-44(LC 8),19=-34(LC 8), 18=-60(LC 8),
16= 235(LC 9), 14=-127(LC 8)
Max Grav2=594(LC 9), 22=178(LC 1), 23=308(LC 2), 24=300(LC 2), 25=284(LC 2), 26=350(LC 2), 27_75(LC 4), 21=308(LC 3), 20=300(LC 3), 19=284(LC 3),
18=350(LC 3), 16=75(LC 4), 14=594(LC 9)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/158, 2-3- 148/116, 3-4=-121/106, 4-5=-92/106, 5-6=-89/104, 6-7=-89/120, 7-8=-95/140, 8-9=-95/135,
9-10=-89/99, 10-11=-89/58, 11-12= 92/41, 12-13- 79/54, 13-14=-123/50, 14-15=0/158
BOT CHORD 2-27=-13/121, 26-27=-13/121, 25-26=-13/121, 24-25=-13/121, 23-24=-13/121, 22-23=-13/121, 21-22=-13/121,
20-21=-13/121,19-20=-13/121,18-19= 13/121, 17-18=-13/121, 16-17=-13/121, 14-16=-13/121
WEBS 8-22=-146/0, 7-23=-277/53, 6-24-266/61, 5-25=-260/56, 4-26=-291 /68, 3-27=-1421103, 9-21=-277/519 10-20= 266/62,
11 -1 9=-260/56, 12-18=-291/68, 13-16=-1421103
NOTES
1) 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"
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 2, 34 lb uplift at joint
23, 43 lb uplift at joint 24, 34 lb uplift at joint 25, 60 lb uplift at joint 26, 235 lb uplift at joint 27, 31 lb uplift at joint 21, 44 lb uplift at
joint 20, 34 lb uplift at joint 19, 60 lb uplift at joint 18, 235 lb uplift at joint 16 and 127 lb uplift at joint 14.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
D2
ROOF TRUSS
1
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES 6.500 s Oct 312006 MiTek industries, Inc. Wed Jan 0316:52:48 2007 Page 1
-2-0-0 i 6-0-12 11-8-0 17-3-4 23-4-0 25-4-0
2-0-0 6-0-12 5-7-4 5-7-4 6-0-12 2-0-0
Scale - 1:43.7
4x6 =
m
Io
6-0-12
11-8-0
17-3-4
23-4-0
6-0-12
5-7-4
5-7-4
6-0-12
Plate Offsets MY): (2:0-1-6,Edgel, 16:0-1-6,Edgel
LOADING (psf)
TCLL 35•0
SPACING 2-0-0
CSI
DEFL
in (loc) I/deft Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.16
TC 0.77
Vert(LL)
0.07 2-11 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.37
Vert(TL)
-0.1310-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL)
0.06 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 93 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 4-5-2 oc pudins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2.1365/0-5-8, 6.1365/0-5-8
Max Horz 2— 170(LC 5)
Max Uplift2— 158(LC 7), 6=-158(LC 8)
Max Grav2=1686(LC 2), 6=1686(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-2028/79, 3-4=-1255/114, 4-5=-1255/114, 5-6= 2028/80, 6-7=0/162
BOT CHORD 2-11=-59/1559, 10-11=-59/1559, 9-10=0/1559, 8-9=0/1559, 6-8=0/1559
WEBS 3-11=0/218, 3-10=-820/95, 4-10=-14/659, 5-10=-820/96, 5-8=0/218
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load of 35.0 psi on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 158 lb uplift at
joint 6.
8) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12127 DG (ID) S
02673
D3
ROOF TRUSS
1
1
Job Reference (optional)
S I OCK COMPONENTS -IF, Idaho Falls, IU 8W3, MIKE HAYES 6.500 s Oct 312006 M(Tek Industries, Inc. Wed Jan 0316:52:50 2007 Page 1
-2-0-0 6-0-12 11-8-0 17-3-4 23-1-0
2-0-0 6-0-12 5-7-4 5-7-4 5-9-12
,3
44 =
6-0-12 11-8-0 17-3-4 23-1-0
6-0-12 5-7-4 5-7-4 5-9-12
Scale - 1:40.7
R
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 0.77
Vert(LL)
-0.09
6-7
>999
240
MT20 197/1"
TCDL 8.0
Lumber Increase 1.15
BC 0.54
Vert(TL)
-0.16
6-7
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.80
Horz(TL)
0.06
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 89lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 6=1150/0-2-8, 2=1368/0-5-8
Max Horz 2=192(LC 6)
Max Uplift6=-69(LC 8), 2=-159(LC 7)
Max Grav6=1354(LC 3), 2=1684(LC 2)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-2024/80, 3-4— 1260/123, 4-5=-1262/115, 5-6--2089/113
BOT CHORD 2-10=-74/1556, 9-10=-74/1556, 8-9--34/1619, 7-8=-34/1619, 6-7— 34/1619
WEBS 3-10=0/219, 3-9=-821/95, 4-9=-26/670, 5-9=-879/126, 5-7=0/222
NOTES
1) Wind: ASCE 7-98; 90mph; h-25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL_1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6 and 159 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
D4
ROOF TRUSS
4
1
.lob Reference (optional)
13
0 vv s %jut a, evuo Ivil l ur- Inoubmuzi, tri- -vo Jan ua 1 oe;Se euu/ rage 1
-2-0-0 6-0-12 11-8-0 17-3-4 23-1-0
2-0-0 6-0-12 5-7-4 5-7-4 5-9-12
Scale-1:40.7
4x6 =
4
6-0-12 11-8-0 17-3-4 23-1-0
6-0-12 5-7-4 5-7-4 5-9-12
9
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.09 6-7 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.55
Vert(TL) -0.16 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.81
Horz(TL) 0.06 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 89 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 6=1152/Mechanical, 2=1370/0-5-8
Max Holz 2=192(LC 6)
Max Uplift6=-69(LC 8), 2=-159(LC 7)
Max Grav 6=1 358(LC 3), 2=1685(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3— 2027/80, 3-4= 1264/123, 4-5=-1266/115, 5-6= 2101/113
BOT CHORD 2-10=-74/1558, 9-10— 74/1558, 8-9=-34/1632, 7-8=-34/1632, 6-7--34/1632
WEBS 3-10=0/219, 3-9=-821/95, 4-9=-27/675, 5-9=-890/127, 5-7_0/223
Structural wood sheathing directly applied or 4-1-3 oc pudins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL_4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6 and 159 Ib uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
D5
ROOF TRUSS
1
1
Job Reference (optional)
•��•• ��••••�••�.••— . �-••�• -•�, •���-•��, ••••••�•••••--�+ v.V v J w& V I cvvv one son nNuau Ica, Ms.. Twou Vail VJ IV.Ur..."Yi LVV/ rage)
6-1-0 11-8-9 17-4-13 23-1-0
6-1-0 5-7-9 5-8-3 5-8-3
SCWO - 1:8.9
6x10 MT18H=
13
1.5x4 II US =
3 4 5
6x6 = IV 9 6 7 6
1.Sx4 II 3x4 = US = 3x4 = 3x4 11
6-1-0 11-8-9 17-4-13 23-1-0
6-1-0 5-7-9 5-8-3 5-8-3
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL
in (loc)
I/defl
Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase
1.15
TC 0.69
Vert(LL)
-0.10 1-10
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.57
Vert(TL)
-0.17 1-10
>999
180
MT18H 197/144
BCLL 0.0
Rep Stress Incr
YES
WB 0.88
Horz(TL)
0.04 6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 108 lb
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 Stud/Std *Except* BOT CHORD
W5 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 1650F 1.5E WEBS
W4 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 1=1158/0-5-8, 6=1158/Mechanical
Max Horz 1=200(LC 7)
Max Upliftl _ 51(LC 7), 6=-107(LC 6)
Max Grav 1=1364(LC 2), 6=1349(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--2123/78, 2-3=-1264/77, 3-4= 817/68, 4-5=-817/68, 5-6=-1296/129
BOT CHORD 1-10--205/1656, 9-10=-205/1656, 8.9— 94/991, 7-8=-3/34, 6-7=-3/34
WEBS 2-10=0/230, 2-9=-924/131, 3-9=-14/566, 3-8= 605/83, 4-8=-834/161, 5-8=-106/1252
Structural wood sheathing directly applied or 4-0-1 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 5-6. 3-8
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOLa1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (fiat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 107 lb uplift at
joint 6.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
RE)UTAYLOR 12/27 DG (ID) S
02673
D6
ROOF TRUSS
1
1
Job Reference (optional)
13
o.Uuv a wi J 1 cvvv m1I Cc 114uusumb, nsw. -vu van v3 1 mazw euu/ Page 1
7-2-12 14-0-0 18-4-12 it 23-1-0
7-2-12 6-9-4 4-4-12 4-8-4
08 -i Scale - 1:42.1
3
4x4 =
4
Sx10 9 8 7 6
15x4 11 4x8 = 3x6 = 3x6 =
7-2-12 14-0-0 23-1-0
7-2-12 6-9-4 9-1-0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.99
Vert(LL) -0.17 1-9 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.72
Vert(TL) -0.31 6-8 >890 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(TL) 0.05 6 n/a n/a
BCDL 8.0
Code IRC2003/rP12002
(Matrix)
Weight:107 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF 1650F 1.5E 'Except'
W1 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1158/0-5-8, 6=1158/Mechanical
Max Hors 1=239(LC 7)
Max Upllftl— 49(LC 7), 6=-105(LC 6)
Max Grav1=1483(LC 2), 6=1201(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2= 2269/73, 2-3— 1183/57, 3-4=-803/88, 4-5=-24/0, 5-6— 263/42
BOT CHORD 1-9= 228/1756, 8-9=-228/1756, 7-8=-56/518, 6-7=-56/518
WEBS 2-9=0/255, 2-8=-1118/163, 3-8=-48/153, 4-8=-82/850, 4-6=-1031/123
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6, 3-8, 4-6
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL-1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) 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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1 and 105 lb uplift at
joint 6.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty Ply
REX/TAYLOR 12/27 DG (ID) S
02673
D7
ROOF TRUSS
1 1
Job Reference (optlonal
S TOOK COMPONENTS -IF. Idaho Fails, Ill 83403. MIKE HAYES 6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:52:58 2007 Page 1
, 5-8-12 i 11-0-2 16-3-7 , 18-0-1 , 23-1-0
5-8-12 5-3-5 5-3-5 1-8-10 5-0-15
6x8 MT16H=
5x8 =
3x4 = 5x8 = 04 = 3x4 = 2x4 II
8-4-7 16-3-7 , 18-0-1 , 23-1-0 ,
8-4-7 7-11-0 1-8-10 5-0-15
Scale - 1.49.2
Plate Offsets MY):
[1:0-1-1,Edgel, [4:0-5-8,0-2-01, (5:0-5-8.0-2-01,
[6:Edae.0-1-121
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
floc)
Well
L/d
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.90
Vert(LL)
-0.14
1-11
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.57
Vert(TL)
-0.28
1-11
>963
180
MT18H 197/144
BCLL 0.0
Rep Stress Incr YES
WB 0.42
Horz(TL)
0.05
7
n/a
n/a
BCDL 8.0
Code IRC2003/TPI2002
(Matrix)
Weight: 126 lb
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 1650F 1.5E -Except-
BOT CHORD
W1 2 X 4 SPF Stud/Std, W2 2 X 4 SPF Stud/Std
WEBS
W7 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1158/0-5-8, 7=1158/Mechanical
Max Horz 1=232(LC 6)
Max Upliftl =-61 (LC 7), 7=-90(LC 7)
Max Gravl=1626(LC 2), 7=1175(LC 2)
Structural wood sheathing directly applied or 3-7-5 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 3-10, 4-10, 5-9, 6-7
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2594/110, 2-3=-2129/116, 3-4--1072/93, 4-5=-767/112, 5-6=-670/87, 6-7— 1139/111
BOT CHORD 1-11=-259/2068, 10-11=-159/1420, 9-10= 41/571, 8-9--4/29, 7-8=-4/29
WEBS 2-11=-611/138, 3-11=-32/692, 3-10--1053/161, 4-10--118/215, 5-10=-116/1022, 5-9— 708/75, 6-9=-66/949
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) 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) All plates are MT20 plates unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 90 lb uplift at
joint 7.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1=7 DG (ID) S
02673
D8
ROOF TRUSS
2
1
I
Job Reference o bona
� iwn WMrVIVC1Y 1 J-II-, iva�w raus, �u osws, MInC IIMTCJ
MOW s VQ .31 Zuuo M1 i eK 1110usules,111C. vvea .tan us 1 u:oz:ov zuu t rage 7
6-0-3 11-7-0 17-1-12 23-1-0
6-0-3 5-6-12 5-6-12 5-11-4
4X6 =
5
U4 = 300 = 3x4 = 3x4 II
7-10-13 17-1-12 23-1-0
7-10-13 9-2-15 5-11-4
Scale - 1 :5o.0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) Well Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.63
Vert(LL) -0.15 1-10 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.60
Vert(TL) -0.30 9-10 >906 180
BCDL
Rep Stress Incr YES
WB 0.28
Horz(TL) 0.05 7 n/a n/a
.0
8
BCDL .0
Code IRC2003/TP12002
(Matrix)
Weight:108 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 165OF 1.5E 'Except-
W1 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=1158/0-5-8, 7=1158/Mechanical
Max Horz 1=244(LC 6)
Max Upliftla-62(LC 7), 7.-99(LC 7)
Max Grav I =1602(LC 2), 7=1158(LC 1)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-9, 5-9, 6-7
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2543/102, 2-3=-2167/110, 3-4— 1828/135, 4-5=-905/88, 5-6=-729/102, 6-7=-1116/116
BOT CHORD 1-10=-255/2016, 9-10=-158/1311, 8-9=-8/47, 7-8=-8/47
WEBS 2-10=-635/147, 4-10— 54/8331 4-9=-1112/173, 5-9— 92/287, 6-9=-70/926
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL_4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf_35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 1 and 99 lb uplift at
joint 7.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
a
Job
Truss
�EiG
Truss Type
0ty
Ply
REXlTAYLOR 12127 DG (ID) S
02673
ROOF TRUSS
1
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 0316:53:00 2007 Page 1
-2-0-0 4-0-12 8-1-8 10-1-8
2-0-0 4-0-12 4-0-12 2-0-0
Scale. 1:19.6
U4 =
m
a
a
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(loc)
Vdefl
Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.72
Vert(LL)
-0.18
7
n/r
120
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.03
Vert(TL)
-0.20
7
n/r
90
BCLL 0.0
Rep Stress Incr NO
WB 0.12
Horz(TL)
0.00
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 30 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
SOT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 2 X 4 SPF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 2=379/8-1-8, 6=379/8-1-8, 9=187/8-1-8, 10=120/8-1-8, 8=120/8-1-8
Max Horz 2=64(LC 7)
Max Uplift2=-136(LC 7), 6=-149(LC 8), 10=-166(LC 9), 8= 166(LC 9)
Max Grav2=573(LC 2), 6=573(LC 3), 9=187(LC 1), 10=164(LC 2), 8=164(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/158, 2-3=-158/57, 3-4=-67/59, 4-5— 67/48, 5-6= 158/42, 6-7=0/158
BOT CHORD 2-10=-5/65, 9-10=-5/65, 8-9=-5/65, 6-8=-5/65
WEBS 4-9=-157/5, 3-10=-127/204, 5-8=-127/204
NOTES
1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard
Gable End Detail"
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 2,149 lb uplift at joint
6,166 lb uplift at joint 10 and 166 lb uplift at joint 8.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 12127 DG (ID) S
02673
FIG
ROOF TRUSS
1
1
Job Reference (optional)
S i OUK (:OMF'0NtN I zs-w, loano raus, iu W403, MIKt HAYtS 6.500 s Oct 31 2006 MTek Industries, Inc. Wed Jan 0316:53:06 2007 Page 1
-2-0-0 1 5-1-10 9-9-12 14-5-14 i 19-7-8 21-7-8
2-0-0 5-1-10 4-8-2 4-8-2 5-1-10 2-0-0
Scale-1:37.8
54 =
9-9-12 19-7-8
9-9-12 9-9-12
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.88
Vert(LL) 0.09 6-8 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.41
Vert(TL) -0.14 6-8 >633 180
BCLL 0.0
Rep Stress Incr NO
WB 0.45
Horz(TL) 0.01 9 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 96 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
OTHERS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2=531/13-6-0, 6=587/0-5-8, 9=983/13-6-0, 10=45/13-6-0, 11=29/13-6-0, 12_32/13-6-0, 13=35/13-6-0, 8=113/13-6-0
Max Horz 2=143(LC 6)
Max Upl1ft2=-164(LC 7), 6=-151(LC 8), 9= 180(LC 7), 13= 161(LC 9)
Max Grav2=880(LC 2), 6=952(LC 3), 9=983(LC 1). 10=106(LC 4), 11=63(LC 4), 12=78(LC 9),13=74(LC 4), 8=279(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/158, 2-3=-676/100, 3-4=-29/296, 4-5=-47/275, 5-6=-673/119, 6-7=0/162
BOT CHORD 2-13=-101/437, 12-13=-101/437,11-12=-101/437, 10-11=-101/437, 9-10=-101/437, 8-9=-82/432, 6-8=-82/432
WEBS 3-9=-666/140, 4-9=-576/639 5-9=-636/119
NOTES
1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MIT& "Standard
Gable End Detail"
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 2, 151 lb uplift at joint
6,180 lb uplift at joint 9 and 161 lb uplift at joint 13.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
02673
11
Truss Truss Type
F2 ROOF TRUSS
ty ply JREX/fAYLOR 121
1
2 Job Reference o
6.500 s Oct 312006 MTek Indt
0
3-9-3 , 6-9-7 9-9-12 13-3-4 19-7-8 ,
3-9-3 3-0-5 3-0-5 3-5-8 6-4-4
Scale -132.9
4x4 =
4
4 8 ,�::- 3x8 II 8x8 = 8x8 = 4x6 = at4 11 44
3-9-3 6-9-7 9-9-12 13-3-4 19-7-8
3-9-3 3-0-5 3-0-5 3-5-8 6-4-4
a
LOADING (psf)
SPACING 1-0-0
CSI
DEFL
in (loc) I/dell L/d
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.32
Vert(LL)
-0.0810-11 >999 240
MT20 197/144
(Roof Snow-35.0)
Lumber Increase 1.15
BC 0.84
Vert(TL)
-0.13 10-11 >999 180
TCDL 8.0
Rep Stress Incr NO
WB 0.81
Horz(TL)
0.03 7 n/a n/a
BCLL 0.0
Code IRC2003/TPI2002
(Matrix)
Weight: 197lb
BCDL 8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins.
BOT CHORD 2 X 6 DF No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std *Except*
W3 2 X 4 SPF 165OF 1.5E, W6 2 X 4 SPF 165OF 1.5E
REAC11ONS (lb/size) 1=5038/0-5-8, 6--638/0-5-8, 7=6735/0-5-8
Max Horz 1=71(LC 6)
Max Upliftl=-524(LC 7), 6=-758(LC 2), 7=-685(LC 8)
Max Grav 1=5157(LC 2), 6-106(LC 6), 7=6735(LC 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-7268/738, 2-3=-4729/491, 3-4=-2282/257, 4-5=-2264/260, 5-6=-148/1390
BOT CHORD 1-11=-651/6175,10-11=-651/6175, 9-10=-425/4042, 8-9=-1187/142, 7-8— 1187/142, 6-7=-1187/142
WEBS 2-11=-270/2691, 2-10=-2622/288, 3-10=-389/37789 3-9=-3459/377, 4-9=-236/2117, 5-9=-473/4550, 5-7=-5241 /557
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 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
4) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 1, 758 lb uplift at joint
6 and 685 lb uplift at joint 7.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Girder carries tie-in span(s): 32-0-0 from 0-0-0 to 13-3-4
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-43, 4-6=-43, 1-7=-787(F— 779), 6-7=-8
Job
Truss
Truss Type
Oty
Ply
REXITAYLOR 12/27 DG (ID) S
02673
HF-C4
GABLE
1
1
I
Job Reference (optional)
61 Q%jr- %+Qmruimwm i a-ir, ioano Fans, 0 w403, Mira HAYES 6.500 S Oct 312006 MiTek Industries, Inc. Wed Jan 03 16:53:14 2007 Page 1
-2-0-0 5-4-8 10-9-0 12-9-0
2-0-0 5-4-8 5-4-8 2-0-0
4x4 = Scate:3/8--t'
a
a
3x4 // 3x4 \\
10-9-0
10-9-0
i
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 0.07
Vert(LL) n/a - n/a 999
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.02
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(TL) 0.00 7 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 48 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
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 Stud/Std
REACTIONS (ib/size) 1=72/10-9-0, 7=72/10-9-0, 10=120/10-9-0, 11=207/10-9-0, 12-179/10-9-0, 9=207/10-9-0, 8=179/10-9-0
Max Horz 1.161(LC 6)
Max Upliftl--56(LC 5), 7=-34(LC 6),11 103(LC 7), 12--92(LC 7), 9=-102(LC 8), 8=-93(LC 8)
Max Grav 1.140(LC 6), 7=118(LC 5), 10=120(LC 1),11=317(LC 2), 12=257(LC 2), 9=317(LC 3), 8=257(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2= 183/86, 2-3=-144/83, 3-4=-158/79, 4-5— 158/67, 5-6=-144/60, 6-7_ 155/58
BOT CHORD 1-12-35/108, 11-12= 35/108, 10-11=-35/108, 9-10= 35/108, 8-9=-35/108, 7-8=-35/108
WEBS 4-10=-88/0, 3-11 _ 284/123, 2-12=-225/105, 5-9=-284/122, 6-8=-225/105
NOTES
1) 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"
2) TCLL: ASCE 7-98; Pf-35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 34 lb uplift at joint 7,
103 lb uplift at joint 11, 92 lb uplift at joint 12, 102 lb uplift at joint 9 and 93 lb uplift at joint 8.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSVrPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Pty
REXTAYLOR 12/27 DG (ID) S
02673
HF-C4A
GABLE
1
1
Job Reference (optional)
S i OCK CADMPUNtly 1 CH!", Iaano raus, lu 83403, MIKE H YES 6.500 s Oct 31 2006 MiTek Industries, Inc. Wed Jan 0316:53:15 2007 Page 1
-2-0-0 9-3-0 18-6-0 20-6-0
2-0-0 9-3-0
40 =
9-3-0 2-0-0
W,
20 19 16 17 16 15 14 13 12 W \\
W //
18-6-0 ,
scale- LOA
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in (loc) I/dell
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.07
Vert(LL)
n/a - n/a
999
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.03
Vert(TL)
n/a - n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.19
Horz(TL)
0.01 11 n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 107lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 2 X 4 SPF Stud/Std *Except"
ST5 2 X 4 SPF 165OF 1.5E, ST4 2 X 4 SPF 165OF 1.5E
ST4 2 X 4 SPF 1650F 1.5E
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.
WEBS 1 Row at midpt 6-16, 5-17, 7-15
REACTIONS (lb/size) 1=59/18-6-0, 11 =59/18-6-0,16=132/18-6-0, 17=202/18-6-0, 18=203/18-6-0, 19=210/18-6-0, 20=174/18-6-0, 15=202/18-6-0, 14=203/18-6-0,
13=210/18-6-0, 12=174/18-6-0
Max Horz 1- 284(LC 5)
Max Upliftl=-108(LC 5), 11=-65(LC 6), 17= 93(LC 7), 18=-107(LC 7), 19=-105(LC 7), 20=-88(LC 7), 15=-91(LC 8), 14=-107(LC 8), 13=-105(LC 8),12=-88(LC 8)
Max Grav 1=263(LC 6),11=223(LC 8), 16=184(LC 8), 17-309(LC 2), 18=293(LC 2), 19=307(LC 2), 20=253(LC 2), 15a309(LC 3), 14=293(LC 3), 13-307(LC 3),
12=253(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-341/150, 2-3=-275/145, 3-4--184/133, 4-5=-143/127, 5-6_ 152/147, 6-7=-152/130, 7-8=-143/700 8-9=-146/78,
9-10=-219/90, 10-11=-290/95
BOT CHORD 1-20=-59/195,19-20=-59/195, 18-19=-59/195, 17-18=-59/195, 16-17=-59/195, 15-16=- 59/195, 14-15=-59/195,
13-14=-59/195, 12-13=-59/195, 11-12=-59/195
WEBS 6-16=-165/0, 5-17=-277/112, 4-18- 261/126, 3-19=-274/126, 2-20=-223/989 7-15=-277/110, 8-14--261/126,
9-13=-274/126, 10-12=-223/99
NOTES
1) 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"
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1, 65 lb uplift at joint
11, 93 lb uplift at joint 17, 107 lb uplift at joint 18. 105 lb uplift at joint 19, 88 lb uplift at joint 20, 91 lb uplift at joint 15, 107 lb uplift at
joint 14, 105 lb uplift at joint 13 and 88 lb uplift at joint 12.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
REXITAYLOR 12/27 DG (ID) S
02673
J1
ROOF TRUSS
5
],Job
Reference (optional)
wn wmrvrvuv J-ir, �aiuiu raus, w wqus, minim nnTw o.ouu s va 31 zuub ml I eK IrKSUSIrIeS, Inc. wea jan 03 16:53:16 2007 Page 1
I -2-0-0 2-6-9 ,
2-0-0 2-6-9
scale-1:11.3
2-6-9
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL)
-0.00
2-4
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.04
Vert(TL)
-0.00
2-4
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 8.0
Code IRC2003/ TP12002
(Matrix)
Weight: 9 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 3=-19/Mechanical, 2=415/0.5-8, 4=18/Mechanical
Max Horz 2=94(LC 7)
Max UpIlft3--181(LC 9), 2=-139(LC 7)
Max Grav 3=29(LC 5), 2-631(LC 2), 4=41(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-171/15
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL_1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; PI-35.0 psf (fiat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3 and 139 lb, uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty Ply
REXITAYLOR 12/27 DG (ID) S
02673
J 10
ROOF TRUSS
1 1
Job Reference (optional)
I�
v.avv s vw ewv w�„ cn e�uuauros, n �a. -vu .risn uo w.as: i i zuui rage]
2-5-8 4-11-11
2-5-8 2-6-3 4
3x6 11 TOO 112
6
4x4
3x4 = 2-5-8 4-2-1 4-11-11 ,
2-5-8 1-8-9 0-9-9
Scale - 1:16.4
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.11
Vert(LL)
-0.01
8
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.19
Vert(TL)
-0.01
7
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.26
Horz(TL)
0.00
5
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 22 lb
g
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 5=251 /Mechanical, 1=249/Mechanical
Max Horz 1=100(LC 7)
Max Uplifts= 56(LC 7)
Max Grav 5=367(LC 2), 1=363(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-421/0, 2-3= 231/0, 3-4--44/0
BOT CHORD 1-8=-57/288, 7-8=-65/326, 6-7— 14/82, 5-6=0/0
WEBS 2-8=-128/510 2-7=-169/36, 3-7=-63/430, 3-6=-550/92
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at Joint 5.
8) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Pty
REX/TAYLOR 1227 DG (ID) S
02673
J11
ROOF TRUSS
6
1
Job Reference (optional)
a � v�.n WMPVrvCIV 1 3-Ir, �aano raus, IU 8:14U3, MIRt nHTt.7
b.bUU s VCt 31 2006 Mi I eK Industries, Inc. Wed Jan 03 16:53:18 2007 Page 1
-2-0-0 4-7-8
2-0-0 4-7-8 _
Scats: 3/4--1'
4-7-8 ,
4-7-8
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) Well Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.02 2-4 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.15
Vert(TL) -0.04 2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 14 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 3=124/Mechanical, 2=467/0-5-8, 4_35/Mechanical
Max Horz 2=129(LC 7)
Max Uplift3=-66(LC 9), 2=-109(LC 7)
Max Grav3=192(LC 2), 2-701(LC 2), 4=78(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-192/73
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL-4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girders) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3 and 109 lb uplift at
joint 2.
9) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
c1ty
Ply
RE*TAYLOR 12127 DG (ID) S
02673
J11A
ROOF TRUSS
1
1
Job Reference (optional)
o i wn wmrvivtry i S-ir, iaarro raus, to 83403, mint HATES 5.500 s Oct 31 2005 MTek Industries, Inc. Wed Jan 03 16:53:18 2007 Page 1
4-7-8 ,
4-7-8
Scale - 1:13A
i W - 4-7-8
4-7-8
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES GRIP
(Roof Snow-35.0)
Plates Increase 1.15
TO 0.52
Vert(LL) -0.02
1-3 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.15
Vert(TL) -0.04
1-3 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
2 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 12 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 4-7-8 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=214/0-5-8, 2=179/Mechanical, 3=35/Mechanical
Max Horz 1=76(LC 7)
Max Uplift2=-64(LC 7)
Max Grav 1=311(LC 2), 2_276(LC 2), 3=78(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2= 118/118
BOT CHORD 1-3=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVI-PI 1.
LOAD CASE(S) Standard
I
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12127 DG (ID) S
E0267ob
3
J2
ROOF TRUSS
3
1
Job Reference (optional)
• ��•• ��•••• •+••• • • •+ •• r •�•-••� •+••••, ••+ •+•+���r ••••••� • •^ • ��+ V.JVV .l Vl.l J 1 CVVV Ml1u1% 91PUUQlt11u.9, 11tV. Y11uu -jail VJ so-ua. I'.1 Guu/ rage 1
-2-0-0 4-10-0 ,
2-0-0 4-10-0
Scale - 1:162
4-10-0 ,
4-10-0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) 1/defl Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.02 2-4 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.16
VertL -0.05 2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz((TL) -0.00 3 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix}
Weight:l5 !b
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
SOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 3=136/Mechanical, 2=475/0-5-8, 4=37/Mechanical
Max Horz 2=132(LC 7)
Max Uplift3=-60(LC 9), 2=-108(LC 7)
Max Grav3=210(LC 2), 2=713(LC 2), 4a82(LC 4)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-196/80
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins.
SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h-25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS Interior zone; Lumber
DOL=1.33 plate grip DOL31.33.
2) TCLL: ASCE 7-98; Pf-35.0 psf (fiat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
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 !b uplift at joint 3 and 108 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REXITAYLOR 12/27 DG (ID) S
02673
J3
ROOF TRUSS
3
1
Job Reference (optional)
v.avv s veto t GVVO tvu t UK treuustrtes, tnc. VVV0 Jan UJ 1 G:SJ:ZU ;dUUI rage 1
-2-0-0 7-1-7
2-0-0 7-1-7
SCWO-121.4
7-1-7
7-1-7
,
LOADING (psf)
TCLL 35.0
SPACING
2-0-0
CSI
DEFL in
(loc)
l/defl
Ud
PLATES GRIP
(Roof Snow_35.0)
Plates Increase
1.15
TC 0.70
Vert(LL) -0.12
2-4
>666
240
MT20 197/144
BCDL
Lumber Increase
1.15
BC 0.37
Vert(TL) -0.27
2-4
>303
180
BCDL 0.0 .0
Rep Stress Incr
YES
WB 0.00
Horz(TL) -0.00
3
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 23 lb
LUMBER
TOP CHORD 2 X 4 DF 240OF 2.0E
BOT CHORD 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 3=252/Mechanical, 2=574/0-5-8, 4.55/Mechanical
Max Horz 2=171(LC 7)
Max Uplift3=-82(LC 7), 2=-98(LC 7)
Max Grav3=389(LC 2), 2=855(LC 2), 4=123(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-258/157
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 98 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUfPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 1=7 DG (ID) S
02673
J4
ROOF TRUSS
1
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES 6.600 s Oct 312006 Mi rek Industries, Inc. Wed Jan 03 16:53:21 2007 Page 1
-2-0-0 i 2-5-8 4-2-1 i 7-0-9
.1
2-0-0 2-5-8 1-8-9 2-10-8
2-5-8 4-2-1 7-0-9
2-5-8 1-8-9 2-10-8
1.5x4 11
Scala - 123A
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 0.77
Vert(LL) -0.01 7 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.10
Vert(TL) -0.01 7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.16
Horz(TL) 0.01 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 32 lb
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 Stud/Std BOT CHORD
REACTIONS (Ib/size) 6=306/Mechanical, 2=573/0-5-8
Max Horz 2=171(LC 7)
Max Upllft6=-50(LC 7), 2--99(LC 7)
Max Grav6=443(LC 2), 2=854(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-544/76, 3-4=-583/24, 4-5=-104/51, 5-6=-136/29
BOT CHORD 2-8=-170/29897-8� 187/335, 6-7=-57/473
WEBS 3-8=-133/123, 3-7=-55/2080 4-7=-92/162, 4-6=-553/66
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 6 and 99 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
J5
ROOF TRUSS
1
1
Job Reference (optional)
a i OCK wMPONEN 1.}Ir, oaano rats, lu o34U3, mtr%t mATtzs
s.5ao s Ua 31 2oo5 MiTek Industries, Inc. Wed Jan 0316:53:22 2007 Page 1
-2-0-0 2-5-8 , 4-10-0 ,
2-0-0 2-5-8 2-4-8 34
a
oP
N
N
O
2-5-8 , 4-1-8 4-10-0 ,
-,
2-5-8 1-8-0 0-8-8
Seale-1:16.3
LOADING (psf)
TCLL 35.0
(Roof Snow--35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TP12002
CSI
TC 0.77
BC 0.05
WB 0.07
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc) I/defl Ud
0.00 7 >999 240
-0.00 2-7 >999 180
-0.00 5 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 22 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 4-10-0 cc purlins,
BOT CHORD 2 X 4 SPF 1650F 1.5E
except end verticals.
WEBS 2 X 4 SPF Stud/Std
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
REACTIONS (lb/size) 5.176/Mechanical, 2=477/0-5-8
Max Horz 2=134(LC 7)
Max UpliftS.-21(LC 9), 2=-108(LC 7)
Max Gravy=253(LC 2), 2=716(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-323/74, 3-4_ 102/61, 4-5=-248/26
BOT CHORD 2-7=-164/125, 6-7-181/145, 5-6= 0/0
WEBS 3-7=-39/119, 3-6— 89/124, 4-6=-103/113
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 5 and 108 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
02673
J6
ROOFTRUSS
3rence
7REXfrAYLOR12t27DG(ID)S
(optional)
-S OCK COMPONEN I .Y' lF, 10ano Falls, W t534W, MIKt. HAYt_5
6.500 s Oct 312006 MiTek industries, Inc. Wed Jan 0316:53:22 2007 Page 1
-2-0-0 1-5-11 ,
2-0-0 1-5-11 s
1-5-11
Scale - 1:10.1
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TP12002
CSI
TC 0.66
BC 0.02
WB 0.00
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc) I/defl Ud
-0.00 2 >999 240
-0.00 2 >999 180
-0.00 3 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 7 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2=395/0-5-8, 4=11/Mechanical, 3.-82/Mechanical
Max Horz2=87(LC 7)
Max Uplift2=-151(LC 7), 3=-245(LC 9)
Max Grav2=610(LC 9), 4=26(LC 4), 3=54(LC
7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/161, 2-3=-199/34
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (fiat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 245 lb uplift at
joint 3.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REXlTAYLOR 12t27 DG (ID) S
02673
J6A
ROOF TRUSS
2
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES
6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 0316:53:23 2007 Page 1
1-5-11
1-5-11
i U4 = Us II 1-5-11 i
1-5-11
Scale -1:7.6
LOADING (psf)
TCLL 35.0
(Roof Snow_35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TPI2002
CSI
TC 0.06
BC 0.02
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(TL) -0.00
Horz(TL) -0.00
(loc) I/defl Ud
1 >999 240
1 >999 180
2 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 4 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2-59/Mechanical, 3=1 1 /Mechanical,
1=71/0-5-8
Max Horz 1 a34(LC 7)
Max Uplift2=-28(LC 7)
Max Grav2=92(LC 2), 3=26(LC 4), 1=103(LC
2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-47/47
BOT CHORD 1-3=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
E
Job
Truss
Truss Type
Oty
Ply
REWfAYLOR 12/27 DG (lD) S
02673
J7
ROOF TRUSS
3
1
Job Reference (optional)
o i vun wnnrvrvtn i z-ir, roan rahs, w 8340s, MXE HAYES 6.500 s Oct 312005 MiTek Industries, Inc. Wed Jan 03 16:53*24 2007 Page 1
-2-0-0 3-2-11 ,
2-0-0
3-2-11
L 3-2-11 ,
r
3-2-11
Scale - 1:14.5
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 0.77
Vert(LL) -0.00 2-4 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.07
Vert(TL) -0.01 2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 12 lb
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 3=36/Mechanical, 2=424/0-5-8, 4=24/Mechanical
Max Horz 2=118(LC 7)
Max Uplift3=-129(LC 9), 2=-117(LC 7)
Max Grav3=55(LC 2), 2=642(LC 2), 4=53(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/16412-3— 194/16
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 117 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 1227 DG (ID) S
02673
J7A
ROOF TRUSS
1
1
Job Reference (optional)
a 1 Our- WMrUNEN l a-ir, laano rails, D 83403, MIKE Myta 6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:5325 2007 Page 1
3-2-11
3-2-11
scale: 1--1'
3x4 = U6 II 3-2-11
3-2-11
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TPI2002
CSI
TC 0.23
BC 0.07
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(TL) -0.01
Horz(TL) -0.00
(loc) I/dell Ud
1-3 >999 240
1-3 >999 180
2 n/a n/a
PLATES GRIP
MT20 197/144
Weight: 9 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 3-2-11 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2=119/Mechanical, 3=24/Mechanical, 1=143/0-5-8
Max Horz 1=64(LC 7)
Max Uplift2- 52(LC 7)
Max Grav2=183(LC 2), 3=53(LC 4), 1=207(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2= 91/91
BOT CHORD 1-3=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (fiat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
REXTAYLOR 1227 DG (0) S
02673
J8
ROOF TRUSS
2
1
Job Reference(optional)
o wn wrvirviv�i• .rer, wane rcu�s, w w�us, Ml1�C 11MT CJ b.bW s uc[ 37 zuub mi I ex inaustnes, Inc. wea Jan 03 16:53:25 2007 Page 1
-2-0-0
2-0-0
4-11-11
4-11-11
4-11-11
sCW0 - 1:18.9
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
(Roof Snow--35.0)
Plates Increase 1.15
TO 0.77
Vert(LL)
-0.03
2-4
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.17
Vert(TL)
-0.06
2-4
>930
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 16 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 3=143/Mechanical, 2=481/0-5-8, 4=38/Mechanical
Max Horz 2=151(LC 7)
Max Uplift3=-56(LC 9), 2=-96(LC 7)
Max Grav3=221(LC 2), 2=722(LC 2), 4=85(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/164, 2-3=-226/96
BOT CHORD 2-4=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 96 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
REX/TAYLOR 1=7 DG (ID) S
02673
J8A
ROOF TRUSS
1
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES 6.500 s Oct 312006 Mi rek Industries, Inc. Wed Jan 0316:53:26 2007 Page 1
4-11-11 i
4-11-11
Scale - 1:16.4
�3"4 — 3 4-11-11 ,
-
4-11-11
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL
in
(loc)
I/dell
Ud
PLATES GRIP
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.61
Vert(LL)
-0.03
1-3
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.17
Vert(TL)
-0.06
1-3
>930
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.00
2
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 13Ib
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 2=194/Mechanical, 3=38/Mechanical,1=232/0-5-8
Max Horz 1=98(LC 7)
Max Uplift2=-80(LC 7)
Max Grav2=299(LC 2), 3-85(LC 4), 1=337(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-143/143
BOT CHORD 1-3=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
city
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
J9
ROOF TRUSS
1
1
Job Reference (optional)
U.— A --to, cuvo -11— In tsbuit J, a {a. -- -jim va 10:.73:Z/ euui rage 1
3-2-11 ,
3-2-11 ,_
scale: 1--1,
3x6 11
7.00 F12
4
Sus =
3x4 = 2-5-8 , 3-2-11 ,
2-5-8 0-9-3
LOADING (psi)
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 0.22
Vert(LL) -0.00 1-4 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.05
Vert(TL) -0.00 1-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(TL) -0.00 2 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 11 lb
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std
WEDGE
Left: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 3=6/Mechanical, 1=140/Mechanical, 2=139/Mechanical
Max Horz 1=60(LC 7)
Max Uplift2=-36(LC 7)
Max Grav3=13(LC 4). 1=203(LC 2), 2=203(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--93/82
BOT CHORD 1-4=0/9, 3-4 =-5/5
WEBS 2-4=0/57
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psi (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 2.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
Mt
MONO TRUSS
15
1
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES 6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 0316:53:28 2007 Page 1
-2-0-0 i 4-1-0 8-0-0
2-0-0
I
4-1-0
3-11-0
1.50 II
8-0-0 ,
8-0-0
Scale - 125.7
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 0.77
Vert(LL)
-0.19
2-5
>484
240
MT20 197/144
TCDL 8.0
Lumber Increase
1.15
BC 0.46
Vert(TL)
-0.42
2-5
>220
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.21
Horz(TL)
0.00
5
n/a
n/a
BCDL 8.0
Code IRC20031TP12002
(Matrix)
Weight: 32 lb
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 Stud/Sid BOT CHORD
REACTIONS (lb/size) 2=617/0-5-8, 5=359/0-5-8
Max Horz 2=187(LC 7)
Max Uplift2=-96(LC 7), 5=-62(LC 7)
Max Grav2=918(LC 2), 5=521(LC 2)
FORCES (ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3=-630/30, 3-4=-150/86, 4-5--222/52
BOT CHORD 2-5=-78/397
WEBS 3-5=-462/91
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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 requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 2 and 62 lb uplift at
joint 5.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
M2
ROOF TRUSS
1
t
Job Reference (optional)
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, MIKE HAYES 6.500 s Oct 312006 MTek Industries, Inc. Wed Jan 0316:53:29 2007 Page 1
-2-0-0 2-5-8 3-8-0 8-0-0 ,
I
2-0-0 2-5-8 1-2-8 4-4-0
1Sz4 II
2-5-8 3-8-0 , 8-0-0 ,
2-5-8 1-2-8 4-4-0
Scale - 125.7
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
(Roof Snow_35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.02 6-7 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.17
Vert(TL) -0.04 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.32
Horz(TL) 0.01 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 36 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 Stud/Std BOT CHORD
REACTIONS (lb/size) 6=359/Mechanical, 2=617/0-5-8
Max Horz 2=187(LC 7)
Max Uplift6= 62(LC 7), 2=-96(LC 7)
Max Grav6=521(LC 2), 2=918(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3— 633/72, 3-4= 765/39, 4-5=-160/83, 5-6=-218/47
BOT CHORD 2-8=-170/36217-8=-186/402, 6-7— 89/699
WEBS 3-8=-172/119, 3-7=-88/404, 4-7=-137/163, 4-6=-750/96
Structural wood sheathing directly applied or 6-0-0 oc purfins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL-1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 6 and 96 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
0ty
Ply
REX/TAYLOR 12/27 DG (ID) S
02673
M3
ROOF TRUSS
1
1
Job Reference (optional)
o I uVn WMPumcm I op-Ir, iouno rauS, Iu oJ4U6, MI1%C rIRTco
I
d.AUU S UQ J1 GUUo MI I eK InaUSUMS. Inn. Y9e0 Jan w 1 O w:L-i zuu/ Page 1
_ -2-0-0 --- _►-- 2-5-8 , 4-2-1 8-0-0 - -�
2-0-0 2-5-8 1-8-9 3-9-15
1 Sx4 n
, 2-5-8 1 4-2-1 1 8-0-0 1
2-5-8 1-8-9 3-9-15
Scale - 125.7
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 35.0
(Roof Snow=35.0)
Plates Increase 1.15
TC 0.77
Vert(LL) -0.02 7 >999 240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.15
Vert(TL) -0.03 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.27
Horz(TL) 0.01 6 n/a n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 36 Ib
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 6=359/Mechanical, 2=617/0-5-8
Max Horz 2=187(LC 7)
Max Uplift6=-62(LC 7), 2=-96(LC 7)
Max Grav6=521(LC 2), 2=918(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/162, 2-3--650/63, 3-4--808/0, 4-5= 140/73, 5-6=-192/41
BOT CHORD 2-8=-159/383, 7-8=-176/427, 6-7=-86/680
WEBS 3-8=-180/117, 3-7=-75/341, 4-7=-81/189, 4-6=-744/94
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h-25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this tress is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 6 and 96 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
tR:
Job
Truss
Truss Type
Oty
Ply
REXITAYLOR 12/27 DG (ID) S
02673
M4
ROOF TRUSS
1
1
Job Reference (optional)
STOCK OCK COMPONENTS -IF, Idaho Falls, ID 83403. MIKE HAYES 6.500 s Oct 312006 MiTek Industries, Inc. Wed Jan 03 16:63:30 2007 Page 1
-2-0-0 2-5-8 + 4-2-1 8-0-0 ,
i
2-0-0 2-5-8 1-8-9 3-9-15
ISM 11
2-5-8 i 4-2-1 8-0-0 ,
2-5-8 1-8-9 3-9-15
Scale - 125.7
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 0.77
Vert(LL)
-0.02
7
>999
240
MT20 197/144
TCDL 8.0
Lumber Increase 1.15
BC 0.15
Vert(TL)
-0.03
6-7
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.27
Horz(TL)
0.01
6
n/a
n/a
BCDL 8.0
Code IRC2003/TP12002
(Matrix)
Weight: 36 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std BOT CHORD
REACTIONS (lb/size) 6=359/Mechanical, 2=617/0-5-8
Max Horz 2=187(LC 7)
Max Uplift6 -62(LC 7), 2= 96(LC 7)
Max Grav6=521(LC 2), 2=918(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2-0/162, 2-3— 650/63, 3-4=-808/0, 4-5=-140/73, 5-6=-192/41
BOT CHORD 2-8=-159/383, 7-8=-176/427, 6-7--86/680
WEBS 3-8=-180/117, 3-7=-75/341, 4-7--81/189, 4-6=-744/94
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 cc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf_35.0 psf (flat roof snow); Exp C; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 6 and 96 lb uplift at
joint 2.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard