HomeMy WebLinkAboutTruss Layout - 06/08/1999 Job-- Truss Truss Type Qty Ply
00 -0097 GE -1 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:12 2000 Page 1
I - - 10 - 8 1 9-7-0 1 19-2-0 1 2 ° 1:38.6
1 -10-8 9-7-0
9-7-0 1 -10-8
5x5=
/
2x411 7
�ti 2x411
5.00 12 6 8
2x41: 2x4 II
:x4 11 5 , 9
2x411
2xaII 10
. 11
11
2x4
3 .
u ■
„ r 3F.1
�
• SSS . •:::':; ��� i OOA• : i• •.. • • ij.ss�i�i�i ;ti. i i i i i i i i i i i : i i i i•: i i•∎ O
5x5- �iK.s. _
2x4 I I 2x4 I I 2x411 2x411 2x4 I I 2x4 1 1 2x4 I I 2x4 I I 2 x 4 I I 5x5
! 19-2-0
19-2-0
Plate Offsets (X,Y): [2 :0-5- 12,0-0- 1],[12:0 -5- 12,0-0 -1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(TL) 0.05 12 -13 >484
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a
BCOL 10.0 Code BOCA/ANSI95 (Matrbc) 1st LC LL Min I/defl = 360 Weight: 75 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2= 340/19 -2 -0, 12= 340/19 -2 -0, 18=171/19.2 -0, 19=190/19 -2 -0, 20=181/19 -2 -0, 21 =218/19 -2 -0, 22 =23/19 -2 -0, 17 =190/19 -2 -0, 16= 181/19 -2 -0,
15= 218/19 -2 -0, 14= 23/19 -2-0
Max Horz 2 =82(load case 3),12=- 82(Ioad case 2)
Max UpIif2=- 105(load case 4), 12 =- 105(load case 4), 19=- 19(load case 3), 20=- 17(load case 4), 21 =- 33(load case 3), 17 =- 19(load case 2), 16=- 17(load case 4),
15 =- 33(load case 2)
Max Gray 19=197(load case 5), 20=181 (load case 1), 21 =218(load case 5), 22 =44(load case 2), 17 =197(load case 6), 16=181 (load case 1), 15=218(load case 6),
14=44(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =35, 2- 3= -79, 3- 4=-39, 4- 5=-51, 5- 6=-49, 6- 7 =-50, 7- 8= -50, 8- 9=-49, 9- 10 = -51, 10- 11 =-39, 11- 12 = -79, 12 -13=35
BOT CHORD 2 -22 =0, 21 -22 =0, 20 -21 =0, 19- 20=0, 18 -1 17 -18=0, 16 -17 =0, 15- 16=0, 14- 15=0, 12 -14=0
WEBS 7 -18=- 131,6 -1 149,5 -2(=- 145,4 -2 1 =- 163,3 -22 =- 64,8 -17 =- 149 ,9 -16=- 145, 10 -15=- 163, 11- 14=-64
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind Toads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead Toad and 5.0 psf bottom chord dead Ioad, 100 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95 If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 2, 105 Ib uplift
at joint 12, 19 Ib uplift at joint 19, 17 Ib uplift at joint 20, 33 Ib uplift at joint 21, 19 Ib uplift at joint 17, 17 Ib uplift at joint 16 and
33 Ib uplift at joint 15.
8) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard / 0 e)//1 / y / 0/
G- r -e--Y•
Job Truss Truss Type Qty Ply
00 -0097 GE -2 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0 -32 s Jun 8 1999 MiTek Industries, Inc. Thu Jun 08 14:58:28 2000 Page 1
1 8-2-0 15 -7 -0 f 23 -0 -0 j 31 -2 -0 1 33- 0- 8 Slcale = 1:61.5
8-2-0 7 -5 -0 7 -5 -0 8-2 -0 1 -10 -8
5x5=
2x4 11 3 2x4 11
5.00 12 il
2x4 ii
3x5 i
c 2x4 2x4 11
3
2x411
2x4 11
1111111111111 2x4 I I
7 -41 :.. :
im .: 5x7 1 1 9 8 2x4 1 1 2x4 1 1 7 2x4 I I 2x4 I I 2x4 II 2x4 I 1 5x7 11 o
2 x 4 1 1 6x8=- 2x4 11
8-2-0 15 -7 -0
I 1 -1 23-0-0 1 31 -2 -0 1
8 -2 -0 7 -5-0 7-5-0 8 2 0
Plate Offsets (X,Y): [1:edge,0-3-7], [1:0-5-12,0-0-1], [5:0-0-0,0-3-7], [5:0-5-12,0-0-1], [14:0-1-12,0-0-14], [17:0-1-12,0-0-14]
LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.17 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.35 7 -8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.12 5 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I /dell = 360 Weight: 141 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing.
WEBS 2 X 4 SPF Stud *Except* WEBS 1 Row at midpt 2 -8, 4 -8
W2 2 X 4 SPF No.2, W2 2 X 4 SPF No.2
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (Ib /size) 1= 1451/0 -3 -8, 5= 1601/0 -3 -8
Max Horz 1=- 35(load case 2)
Max Upliftl=- 84(load case 4), 5=- 154(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2= -2563, 2 -3= -1787, 3 -4= -1787, 4 -5= -2563, 5 -6 =17
BOT CHORD 1 -9 =2327, 8 -9 =2327, 7 -8 =2327, 5 -7 =2327
WEBS 2-9=154, 2-8=-758, 3-8=826, 4-8=-758, 4-7=154
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95 If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) Gable studs spaced at 2 -0 -0 on center.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint 1 and 154 Ib
uplift at joint 5.
7) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 GE-3 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:34 2000 Page 1
I -1-10 -8 I 10-7-0 I 21-2-0 I Scale = 1:43.2
1 -10-8 10-7-0 10-7-0
5x5= Y
7
2x411
01 2x411
511°13175- 2x4 II 6 8 2x411 �( C) (\�
2x4 11 5
;Ti 9
27 11
2x4 S. T t STI " 0
~� bT3 `T
iiiii
3 . 11
11111111h•lla. ..c
: i ::•i i ❖: is O•:: •••• i : i :❖.:: i ❖ : : :: • • •: : •. -Oi ❖ •• :: :i ❖ • ••••:: •. . . . .. . . 4:: :: ::: •:: ::: :. i ❖ . .. •O:: • .: �
•i•
:...... .:: ❖:•:•::• :: ❖: ❖ :•.
e . . .•. ❖.•.... .:: ❖:•:ti•: ❖ :• :ti ❖: ❖ : ❖= ❖ :•.•:•:•d:• :• :•::•: .•.:•. ❖: ❖ :•.•: ❖:ti•S : ❖ : ❖ :•
5x5= .. 5x5-
2x4 1 1 2x4 1 1 2x4 I I 2x4 I 1 2x4 1 1 3x5= 2x4 I I 2x411 2x4 1I
/ 2x4 11
v
21 -2-0
I
21 -2-0
Plate Offsets (X,Y): [2 :0-5- 12,0-0 - 11,[12:0- 5-12,0 -0-1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(TL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.15 Vert(TL) 0.05 1 -2 >463
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCNANSI95 (Matrix) 1st LC LL Min I/de8 = 360 Weight: 81 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 12= 105/21 -2 -0, 2= 335/21 -2 -0, 17= 11/21 -2 -0,18=166/21 -2 -0,19=190/21 -2 -0, 2 0= 184/21 -2 -0, 21 =205/21 -2 -0, 22= 134/21- 2 -0,16= 178/21 -2 -0,
15=194/21 -2 -0, 14=170/21-2-0, 13=241/21-2-0
Max Harz 12 =- 65(load case 2), 2 =86(load case 3)
Max Uplift2=- 88(load case 4), 1 19(load case 3), 20=- 17(load case 4), 21 =- 34(load case 3),16=- 22(load case 2), 15=-21(load case 4),14=- 17(Ioad case 2),
13=-36(load case 2)
Max Gray 1 9= 197(load case 5), 20=184(load case 1), 21= 205(load case 5), 22 =135(load case 5),16=185(load case 6),15=194(load case 1),14=170(load case
6), 13=243(load case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2- 3=-84, 3- 4= -51, 4- 5=-54, 5- 6= -53, 6- 7 =-53, 7- 8=-53, 8- 9=-53, 9- 10= -52, 10- 11 =-56, 11- 12 =-66
BOT CHORD 2 -22 =0, 21 -22 =0, 20.21 = 0,19- 20 = 0 ,18 -1 0,17- 18=0,16 -17 =0,15- 16=0,14 -15=0, 13 -14=0, 12 -13=0
WEBS 7-18=-129, 6-19=-148, 5-20=-147, 4-21=-154, 3-22=-127, 8-16=-147, 9-15=-151, 10-14=-138, 11-13=-177
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCNANSI95 If end verticals or cantilevers
exist, they are exposed to wind. 11 porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 2,19 Ib uplift at
joint 19, 17 Ib uplift at joint 20, 34 Ib uplift at joint 21, 22 Ib uplift at joint 16, 21 Ib uplift at joint 15, 17 Ib uplift at joint 14 and 36
Ib uplift at joint 13.
8) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 GE-4 ROOF TRUSS 2 1
NOFFKE LUMBER INC, OSHKOS/I, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:37 2000 Page 1
I -1-4-1 I 3-6-0 I 7-0-0
I 8-4-1 I Scale = 1:20.4
1-4-1 3-6-0 3-6-0 1-4-1
5x5= /
7.00 12 Pj
11 2x 4 II
3
li
c.
5 41 12x4
T •
6
2 � i IIIIIIIIIM In !
I
,
... - - • • - - - • • - - - - • - - - - - °°_••• aee. ....._.- •.._._e .... e ._eee.........._.ee....,._•e...
5x5 = 2x4 II 2x411 2x411 5x5=
I 7-0-0 1
7-0-0
Plate Offsets (X,Y): [2:0- 0 -0,0-2- 6],[2:0 -4- 8,0-0- 5], [6:0 - 0.0,0- 2- 6],[6 :0- 4- 8,0 -0-5]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.19 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(LL) 0.02 6-7 >748
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 27 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 2= 238 /74-0, 6= 238/7 -0-0, 9= 156/7 -0- 0,10=109/7 -0-0, 8= 109/7-0-0
Max Horz 2= 63(load case 3), 6=- 63(load case 2)
Max Uplift2=- 73(load case 4), 6=- 73(load case 4), 1 1(load case 3), 8=- 1(load case 2)
Max Grav 10=111(load case 5), 8=111(load case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2- 3= -92, 3- 4=-63, 4- 5=-63, 5- 6= -92, 6-7 =35
BOT CHORD 2- 10=0, 9- 10 8- 6-8=0
WEBS 4 114, 3- 10= -72, 5 -8= -72
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
Ioad, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 2, 73 Ib uplift at
joint 6, 1 Ib uplift at joint 10 and 1 Ib uplift at joint 8.
8) This truss has been designed with ANSUTPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty - Ply
00 -0097 GE-5 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 0814:58:40 2000 Page 1
-1-10-8 13-0-0 1 26-0 -0 I 2 ' 8 1:50.2
1 -104 13-0 -0 13-0 -0 1 -10-8
5x5=
8 V
n
5.001T1 7 . 9
-
6 - 10
5
• s. . 11
. :T5 6T5
4 8 T 8 , 12
3 T3 `T3 13
2 " ■_ i Y 14
g �_i ■
.,,
a1 9 ft 4 ft ft 4 . � �� a
5x5= 1. 4 ,. •
...
5x5=
3x5=
26-0 -0
I
26-0-0
Plate Offsets (X,Y): [2 :0-5- 12,0 -0- 1],114:0 -5- 12,0-0 -1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(LL) 0.05 1 -2 >477
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 108 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 2 =340/26-0 -0, 21= 10/26 -0-0, 22 =165/26 -0-0, 23=189/26 -0-0, 24= 188/26 -0-0, 25=186/26-0 -0, 26=194/26 -0-0, 27 =177/26-0 -0, 20 -0,
1 9= 190 0 -0,18 186 - 0-0,17 =194/26-0 - 0,16=177/26 -0 -0,14=340/26 -0-0
Max Horz 2 =102(load case 3), 14=- 102(load case 2)
Max Uplift2 =- 77(load case 4), 23=- 16(load case 3), 24=- 22(load case 4), 25=- 16(load case 3), 26=- 34(load case 3), 20=- 20(load case 2),1 21(load case 4),
18=- 16(load case 2),17=- 34(load case 2),14=- 77(load case 4)
Max Grav21 =10(load case 6), 22 =165(load case 1), 23=195(load case 5), 24=188(load case 1), 25=187(load case 5), 26=194(load case 1), 27= 178(load case 5),
20=188(load case 6), 19=190(load case 1),18=186(load case 6),17 =194(load case 1), 16=178(load case 6),14=340(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =35, 2- 3=45, 3- 4=-52, 4- 5=-51, 5-6=-51, 6- 7 =-51, 7- 8= -51, 8- 9= -51, 9- 10 -51, 1011 = -51, 11- 12 = -51, 12- 13= -52, 13- 14=45, 14 -15=35
BOT CHORD 2 -27 =0, 26 -27 =0, 25 -26=0, 24 -25=0, 23 -24=0, 22 -23=0, 21 -22 =0, 20-21 =0,19- 20=0,18 -1 0,17- 18=0,16 -17= 0,14 -16=0
WEBS 8-22=-131, 7-23=-148, 6-24=-148, 5-25=-148, 4-26=-146, 3-27=-155, 9-20=-148, 10-19=-148, 11-18=-148, 12 -17= -146, 13-16= -155
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead Ioad, 100 mi from hurricane oceanline, on an occupancy category!, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCNANSI95If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) All plates are 2x4 M20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 on center.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 2,16 Ib uplift at
joint 23, 22 Ib uplift at joint 24, 16 Ib uplift at joint 25, 34 Ib uplift at joint 26, 20 Ib uplift at joint 20, 21 Ib uplift at joint 19,16 Ib
uplift at joint 18, 34 Ib uplift at joint 17 and 77 Ib uplift at joint 14.
9) This truss has been designed with ANSUTPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply -
00-0097 GE-6 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:44 2000 Page 1
-1-10-8 6-6-1
I 13-0 -0 19-5-15 26-0-0 I 1i50.2
1 -10-8 6-6-1 6-5-15 6-5-15 6-6-1 1 -10-8
4x1011 /
4 1/
5.00 FT
3 ! 5 7 c
. 1.1. . 1 H HI 5x6- 10 9 8
, , , , .
. : .. i . . . . . ....,....:_......r. . 5 - _`
3x5= 3x5= 3x5—
1 8-8-1 I 17 -3-15 i 26-0 -0 1
8-8-1 8-7 -14 8-8-1
Plate Offsets (X,Y): [2:05- 12,0-0-1], [6:0-5-12,0-0-11
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Icc) l/def PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.81 Vert(TL) -0.12 10 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.35 8-10 >879
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min (/deft = 360 Weight: 129 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -9-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 on center bracing.
WEBS 2 X 4 SPF Stud
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 2= 1358/0 -5-8, 6= 1358/0 -5-8
Max Horz 2 =13(load case 3)
Max Uplift2=- 140(load case 4), 6=- 140(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =17, 2 -3=- 2081, 3-4=- 1807, 4-5=- 1807, 5-6=- 2081, 6-7 =17
BOT CHORD 2- 1001880, 9-1 1326, 8- 9=1326, 6- 8=1880
WEBS 3-10 351, 4- 10=566, 4- 8=566, 5-8= -351
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
Ioad, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) All plates are 2x4 M20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 2 and 140 Ib
uplift at joint 6.
8) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 GE -7 KINGPOST 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:46 2000 Page 1
I -1-10-8 I 5-3-7 I 10-9-0 I Scale: 112 1'
1 -10-8 5-3-7 5-5-9
5x5 = , /
4 �/
6 iiiiir
5.0012 2x4 r�1 2x411
•
3 5
II
o
:::::: t�:::•:�2�2�2�: ❖ . ❖. . . • . • .. •.. ❖:•I:I:::I:::' I:t:::::I:::I�:�I�I�I I�:�:::t�:IIII o..•.o•. ❖. ❖.•.�
5 x 5 = 2x4 I I 2x4 11 2x4 11 3x5=
3x7 11
1 10-9-0 V
10-9-0
Plate Offsets (X,Y): [2:0-5-11,0-0-1], [6:0-0-0,0-1-1], [6:0-6-5,0-1-9]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.05 1 -2 >492
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Udell = 360 Weight: 35 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 2= 342 /10 -9-0, 6= 136 /10 -9-0, 8= 119/10 -9-0, 9=217/10 -9-0, 7 =318/10 -9-0
Max Horz 2 =55(load case 3), 6=- 33(load case 2)
Max Uplift2 =- 100(Ioad case 4), 8= -1 goad case 3), 7=- 35(load case 2)
Max Grav9 case 5), 7= 325(load case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2- 3=-84, 3- 4=-53, 4- 5=-58, 5 -6= -71
BOT CHORD 2 - 8- 7-8=0, 6-7 =0
WEBS 4- 8= -94, 3- 181, 5-7= -232
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind Toads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 2, 1 Ib uplift at
joint 8 and 35 Ib uplift at joint 7.
8) This truss has been designed with ANSUTPI 1 -1995 criteria.
LOAD CASE(8) Standard
Job Truss Truss Type Qty Pty
00-0097 GT-4 DBL. MOD. QUEEN 1 2
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 P Tek Industries, Inc. Thu Jun 08 15:14:51 2000 Page 1
1 4-5-9 I 8-2 -1 1 11 -10-8 j 15-7-0 19-3 -8 j 22 -11 -15 1 $
267 1 31-0 -8 1 Scale = 1:59.9
4-5-9 3-8-8 3-8-8 3-8-8 3-8-8 3-8-8 3-8-8 4-4-1
//
5x511
5
s.00 12 2x4 II := 2x4 II CLIPPED 1 1/2" ON RT
a s
2x4 NH , l `
2x4 /i
2 8
ill 111 I I I I I i I 111 0
5x12 14 13 12 11 10 5x12
8x8= 8x8= 6x8= 8x8= 8x8=
6-8 -4 1 11 -10-8 19-3 -8 I 24 -5-12 1 31-0 -8
6-8-4
5-2-4 7-4-15 5-2-4 6 -6-12
Plate Offsets (X,Y): [1:edge,0 -2-5], [9:edge,0 -2-4)
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.33 11 -13 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.52 11 -13 >713
BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.08 9 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 375 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -9-12 on center puriin spacing.
BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0 -0 on center bracing.
WEBS 2 X 4 SPF Stud *Except*
W1 2 X 4 SPF No.2, W1 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud
REACTIONS (Ib/size) 1 =6067/0 -3-8, 9 6067/0 -3-8
Max Horz 1=- 14(load case 2)
Max Upliftl=- 501(load case 4), 9=- 501(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =- 11521, 2 -3=- 11502, 3-4=- 9364, 4-5=- 9364, 5-6=- 9325, 6-7= -9325, 7-8=- 11340, 8-9= -11295
BOT CHORD 1 -14= 10443, 13- 14=9891, 12- 13=6695, 11- 12=6695, 10.11 =9788, 9- 10=10182
WEBS 2 -14= 225,3 - 14=1883,3 -13=- 1728,4 -13=- 274,5.13= 3996,5 -11= 3923,6 -11=- 274,7 -11=- 1635,7- 10=1762,8- 1
NOTES
1) 2 -ply truss to be connected together with 0.131k3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0
on center. Webs connected as follows: 2 X 4 -1 row(s) at 0-9-0 on center.
2) This truss has been checked for unbalanced loading conditions.
3) This truss has been designed for the wind Toads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead Toad, 100 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95 If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
4) All plates are M20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 Ib uplift at joint 1 and 501 Ib
uplift at joint 9.
6) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase -1.15
Uniform Loads (plf)
Vert: 1 -2= -74.0, 2-3=- 74.0, 3-4=- 74.0, 4- 5= -74.0, 5-6=- 74.0, 6-7= -74.0, 7-8=- 74.0, 8-9=- 74.0, 1 -14=- 320.6,
13 -14=- 320.6, 12 -13=- 320.6, 11 -12 =- 320.6, 10-11=-320.6, 9-10=-320.6
Job Truss Truss Type Qty Ply
00 -0097 M-1A ROOF TRUSS 9 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:51 2000 Page 1
I -1 -10-8 I 6-0-0 Scale = 1:19.2
1 -10-8 6-0-0 I
3 /
1 0
5.00 7 =,
2
Wall
c
5x5-
6-0-0 I
6-0-0
Plate Offsets (X,Y): [2:0 -5- 12,0 -0-1]
LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(TL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(TL) 0.11 1 -2 >224
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 18 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 3= 185/0 -3-8, 2= 444/0 -34, 4= 57/0 -3-8
Max Horz 2= 91(load case 4)
Max Uplift3=- 48(load case 2), 2 =- 81(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2 -3=62
BOT CHORD 2-4=0
NOTES
1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
Lend verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 3 and 81 Ib uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type city Ply
00 -0097 M-2 ROOF TRUSS 6 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:58:52 2000 Page 1
-1 -10-8 5-0-0 Scale = 1:15.8
1 -10-8 5-0-0
3 /
5.00 I 12
T1
2 HW1
1
B1
1
5x5=
5-0-0
5-0-0
Plate Offsets (X,Y): [2:0 -5- 12,0 -0-1]
LOADING (psi) SPACING 2-0-0 CSI DEFL (in) floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.04 1 >687
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 15 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 3= 142/0 -3-8, 2= 403/0 -3-8, 4= 47/0 -3-8
Max Horz 2 =81(load case 4)
Max Uplift3=- 36(load case 2), 2=- 84(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2-3=47
BOT CHORD 2-4=0
NOTES
1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 84 Ib uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type (y Ply -
00 -0097 S -1 ROOF TRUSS 9 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 0814:58:55 2000 Page 1
-1 -10-8 6-7-0 I 12 -10-8 17-0-0 22-4-4 28-0-0 ' Scale = 1:57.6
1 -10-8 6 -7-0 6-3-8 4-1-8 5-4-4 5-7 -12
5.00 12 5x7= /
7 1/
3x7........ 2x411 12
6 3x5
5
3 x5 8x12= WI
3x5
V& W4 9 ✓
Ihi tss.,
/414 � q
� 2 :r-1 g 15 _ -- -
N 0 1"
1 3x5G 2x411
5x511 13 12 11 1
3x5-:; 2.50 FT 2x4 11 3x10= 3x5= 2x411
1 6-7-0 1 12 -10-8 1 17-0 -0 1 22-4 -4 1 28-0 -0
6-7-0 6-3-8 4-1-8 5-4-4 5-7 -12
Plate Offsets (X,Y): [2:0- 3 -7,0 -1- 14],[14:0-6-0,0 -3-9]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.02 15 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.08 2 -15 >999
BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.02 10 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min 1/defl = 360 Weight: 131 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -10-5 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-0-5 on center bracing.
WEBS 2 X 4 SPF Stud *Except*
W1 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W9 2 X 4 SPF No.2
SLIDER Left 2 X 4 SPF No.2 3 -3-10
REACTIONS (lb/size) 2 =727/0 -5-8, 13=1353/0 -5-8, 10=675/0 -3-8
Max Horz 2= 156(load case 3)
Max Uplift2 =- 125(load case 2), 13=-66(load case 4), 1 70(load case 2)
Max Grav2= 728(load case 5),13=1353(load case 1),10=675(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =15, 2- 3=- 1149, 3-4=- 1149, 4-5= 112, 5- 6=112, 6 -7 =112, 7-8=- 263, 8- 482, 9-10= -620
BOT CHORD 2- 15=1049, 14-15= 1048, 13 -14=- 1314, 6-14= -385, 12- 13=0, 11 -12 =445, 10 -11 =0
WEBS 4- 15=134, 4-144-1134, 12- 14=290, 7 -144-542, 7 -12 =130, 8-12 =- 281, 8-11 =- 123, 9-11 =502
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) All plates are M20 plates unless otherwise indicated.
4) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 -1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 Ib uplift at joint 2, 66 Ib uplift
at joint 13 and 70 Ib uplift at joint 10.
6) This truss has been designed with ANSUTPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 T -1 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0 -32 s Jun 8 1999 MiTek Industries, Inc. Thu Jun 08 14:58:57 2000 Page 1
e= 1:56.7
8 -2 -0 15 -7 -0 23 -0 -0 [ 31 -2 -0 ( -8
8 -2-0 7 -5 -0 7 -5 -0 8 -2 -0 1 -10 -8
5x5 =
3
5.00 FIT
3x5 ill 3x5
d *
n
.40 S v
cea �`
5x7 11 9 8 7 5x7 11
2x4 11 6x8= 2x4 11
8-2-0 15 -7 -0 1 23 -0 -0 i 31 -2 -0 1
8 -2-0 7 -5 -0 7 -5 -0 8 -2 -0
Plate Offsets (X,Y): [1:edge,0 -3- 7],[1:0 -5- 12,0 -0- 1],[5:0- 0- 0,0 -3- 71 [5:0 -5- 12,0 -0 -1]
LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.17 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.35 7 -8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.12 5 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I /defl = 360 Weight: 112 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing.
WEBS 2 X 4 SPF Stud *Except` WEBS 1 Row at midpt 2 -8, 4 -8
W2 2 X 4 SPF No.2, W2 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (Ib /size) 1= 1451/0 -3 -8, 5= 1601/0 -3 -8
Max Horz 1=- 35(load case 2)
Max Upliftl=- 84(load case 4), 5=- 154(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2= -2563, 2 -3= -1787, 3 -4= -1787, 4 -5= -2563, 5 -6 =17
BOT CHORD 1 -9 =2327, 8 -9 =2327, 7 -8 =2327, 5 -7 =2327
WEBS 2 -9 =154, 2 -8= -758, 3 -8 =826, 4 -8= -758, 4 -7 =154
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category!, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint 1 and 154 Ib
uplift at joint 5.
5) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 T -1A ROOF TRUSS 3 1
1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0 -32 s Jun 8 1999 MiTek Industries, Inc. Thu Jun 08 14:58:59 2000 Page 1
e - 155.4
1 8 -2 -0 1 15 -7 -0 [ 23 -0 -0 1 31 -0 -8 ' - 0
8 -2 -0 7 -5 -0 7 -5 -0 8 -0 -8 0 -1 -8
5x5=
c Li 3 J
5.00 12
.....111. L )) l�
3x5 i
3x5
N
ti
: 1111411111114111 114 444044444444416 y/; 5
v 41 44. 6 •
z o
9 8 7 3x50 3x5
5x7 11 5x6 =
2x4 11 6x8= 2x4 11
1 8 -2-0 1 15 -7 -0 1 23 -0 -0 I 31 -0 -8 31]F -0
8 -2 - 0 7 -5-0 7 -5 -0 8 -0 -8 0 -1 -8
Plate Offsets (X,Y): [ 3- 7],[1:0 -5- 12,0 -0- 1],[6:0 -0- 10,0 -3 -1]
LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.14 9 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.32 8 -9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.12 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I /deft = 360 Weight: 113 Ib
I
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing.
WEBS 2 X 4 SPF Stud *Except* WEBS 1 Row at midpt 2 -8, 4 -8
W2 2 X 4 SPF No.2, W2 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
SLIDER Right 2 X 4 SPF No.2 4 -2 -13
REACTIONS (Ib /size) 1= 1452/0 -3 -8, 6= 1452/0 -2 -6
Max Horz 1=- 14(load case 2)
Max Upliftl=- 85(load case 4), 6=- 85(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2= -2566, 2 -3= -1789, 3 -4= -1789, 4 -5= -2577, 5 -6= -2577
BOT CHORD 1 -9 =2330, 8 -9 =2330, 7 -8 =2334, 6 -7 =2334
WEBS 2-9=154, 2-8=-758, 3-8=828, 4-8=-762, 4-7=155
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95 If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 Ib uplift at joint 1 and 85 Ib
uplift at joint 6.
6) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 T -2 ROOF TRUSS 4 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 0814:59:01 2000 Page 1
-1 -10-8 5-3-9 10-7-0 15-2-0 ( Scale = 1:36.0
1 -10-8 5-3-9 5-3-7 4-7-0
5x5—
4 Y
Pi Pi
5.001
2x4 3x5
5
3 W'
D-
W2 W3 WI
cn
1 2 ' mil 01 O
5x5- 7
3x10- 2x4 11
1 10-7-0 1 15-2-0 1
10-7-0 4-7-0
Plate Offsets (X,Y): [2:0- 5- 12,0 -0-1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.02 7 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.37 2 -7 >483
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft = 360 Weight: 60 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-3-14 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 SPF Stud *Except*
W4 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (lb/size) 2= 849/0- 3 -8, 6= 699/0 -3-8
Max Horz 2 =152(load case 3)
Max Uplift2=- 98(load case 4), 6=- 53(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =17, 2-3=- 936, 3- 4= -501, 4-5=-501, 5-6=-655
BOT CHORD 2 -7 =840, 6-7 =0
WEBS 3-7 =- 414, 4 -7 =19, 5-7 =550
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind Toads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at joint 2 and 53 Ib
uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type City Ply
00 -0097 T-3 ROOF TRUSS 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 15:28:27 2000 Page 1
1 -1 -10 8 5-8-2 I 11-4-1 17-0-0 I 22-4 -4 I 28-0-0 I Scale = 1:57.6
1 -10-8 5-8-2 5-7 -15 5-7 -15 5-4-4 5-7 -12
5.00 12 5x5=
5x51 6
3x5,....., 5 is
v� 3x5
�I 3 S 1
`
ILL . 4
5x5= 17 16 15 14 13 12 11 10
3x5= 3x10= 3x5= 3x7=
1 9-2 -15 i 17-0 -0 28-0 -0
1 1
9-2 -15
7 -9-1 11-0 -0
Plate Offsets (X,Y): [2:0-5-11,0-0-1], [5:0 -1- 12,0 -0-12], [5:0 -2-4,0 -0-4]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.02 9-11 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.27 9-11 >657
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 9 n/a
BCDL 10.0 Code BOCNANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 152 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except:
WEBS 2 X 4 SPF No.2 *Except* 10-0-0 on center bracing: .
W6 2 X 4 SPF Stud, W5 2 X 4 SPF Stud
OTHERS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (lb/size) 2 =454/13 -4-0, 14=1263/13 -4-0, 9=834/0 -3-8, 17 =66/13-4-0, 16=30/13-4-0, 15=47/13 -4-0, 13=48/13-4-0, 12= 13/13-4-0
Max Horz 2 =242(load case 5), 14=133(load case 6), 12 =- 235(load case 1)
Max Upiift2=- 114(load case 2), 14=-169(load case 4), 9=- 46(load case 4),12 = -9(load case 4)
Max Grav2= 478(load case 5),14=1263(loxad case 1), 9= 834(load case 1),17= 67(load case 5),16=33(krad case 6), 15=47(load case 5),13=55(load case 5),
12 =13(kxad case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =35, 2-3=- 299, 3-4=267, 4-5=- 647, 5-6=- 565, 6-7 =-642, 7-8=- 206, 8-9= -245
BOT CHORD 2 -17 =0, 16 -17=0, 15- 16=0,14-15 14=0,12- 13=0,11 -12 =235,10 -11 =624, 9- 10=624
WEBS 3-144-444, 4144-1052, 411 =383, 6- 11 =25, 7 -11= -140, 7- 9=493
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead Ioad, 100 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCNANSI95 If end verticals or cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) For studs exposed to wind, see MiTek "Standard Gable End Detail"
4) All plates are M20 plates unless otherwise indicated.
5) All plates are 2x4 M20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 on center.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ib uplift at joint 2,169 Ib uplift
at joint 14, 46 Ib uplift at joint 9 and 9 Ib uplift at joint 12.
8) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
IJob Truss Truss Type Qt Pl
00 -0097 T -3A ' MONO TRUSS 2 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0 -32 s Jun 8 1999 MiTek Industries, Inc. Thu Jun 08 15:20:22 2000 Page 1
7 -6 -12 1 15 -1 -8 I Scale = 1:62.1
7 -6 -12 7 -6 -12
2x4 11
5.00 I
3 4 </
3x5
J 3 x 5 i
c �� �I
:
7 6 5
2x4 I I 3x5= 3x5=
7-6-12 I 15 -1 -8 i
7 -6 -12 7 -6 -12
LOADING (psf) SPACING 2 -0 -0 CSI
DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.01 6 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.10 6 -7 >999
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) -0.01 5 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I /defl = 360 Weight: 74 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 on center bracing.
WEBS 2 X 4 SPF No.2 *Except* WEBS 2x4 T -Brace 3 -5, 2 -5
W3 2 X 4 SPF Stud Fasten T and I braces to narrow edge of web with 10d common wire
nails 8in o.c., with 3in minimum end distance. Brace must cover 9:, io of
web length.
REACTIONS (Ib /size) 5= 711/0 -5 -8, 7= 691/0 -3 -8
Max Horz 7= 382(load case 3)
Max Uplift5=- 127(load case 3), 7=- 24(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2= -463, 2 -3 =0, 3 -4 = -4, 3 -5= -290, 1 -7= -617
BOT CHORD 6 -7 =0, 5 -6 =427
WEBS 2- 6 = -18, 2 -5= -551, 1 -6 =458
NOTES
1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 Ib uplift at joint 5 and 24 Ib uplift at joint 7.
4) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply -
00-0097 T-4 ROOF TRUSS 8 ✓ 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:59:08 2000 Page 1
-1-10-8 6-6-1 j 13-0-0 19-5-15 26-0-0 27 -16. 8 1 : 50.2
1 -10-8 6-6-1 6-5-15 6-5-15 6-6-1 1 0
5x5= ✓/
4
n
5.00 12
2x4 ;
\41000„2x4 //
3 5
5x6= 10 9 8
5x6=
3 x 5 3x5= 3x5=
1
/
8-8-1 1 17 -3-15 1 26-0 -0
8-8-1 8-7 -14
8-8-1
Plate Offsets (X,Y): [2:0-5-12,0-0-1], [6:0-5-12,0-0-1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) Qoc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.12 10 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.35 8-10 >879
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 6 n/a
BCDL 10.0 Code BOCA/ANSI95 — 1st LC LL Min Udell = 360 Weight: 92 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -9-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (lb/size) 2= 1358/0 -5-8, 6=1358/0 -5-8
Max Horz 2= 13(load case 3)
Max Uplift2 =- 140(load case 4), 6=- 140(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =17, 2-3=- 2081, 3-4=- 1807, 4- 5= -1807, 5-6=- 2081, 6-7 =17
BOT CHORD 2 -10= 1880, 9-10= 1326, 8- 9=1326, 6-8=1880
WEBS 3- 1 = -351, 4- 10=566, 4-8= 566, 5-8= -351
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 251‘ above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
I end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 2 and 140 Ib
uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
00 -0097 T-4A ROOF TRUSS 6 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 15:22:18 2000 Page 1
1 -1-10 -8 1 6-6-1 ( 13-0-0 19 -5-15 26-0- 0 1e:1/4=1
1 -10-8 6-6-1 6-5-15 6-5-15 6-6-1
5x5=
4
i2
5.00 FIT
2x4 \\
2x4//
3
iii
4x711 9 8 7 4X711
3x5= 3x5= 3X5=
1 8-8-1 1 17 -3-15 1 26-0-0
8-8-1 8-7 -14
8-8-1
Plate Offsets (X,Y): [2:0-5-11,0-0-1], [2 :edge,0 -3-71, [6:0 -0-0,0 -3-71, [6:0.5- 11,0-0-1]
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.12 9 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.35 7 -9 >880
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min Udell = 360 Weight: 90 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -9-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2X4SPFStud
WEDGE
Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud
REACTIONS (lb/size) 6=1208/0 -5-8, 2= 1358/0.5 -8
Max Horz 2 =33(load case 3)
Max Uplift6=- 70(load case 4), 2 =- 140(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=17, 2-3=- 2080, 3-4=- 1806, 4-5=-1806, 5-6=-2080
BOT CHORD 2- 901879, 8- 9=1326, 7- 8=1326, 6-7 =1879
WEBS 3-9=- 350, 4- 9=565, 4-7 =565, 5-7 =-350
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load, 100 mi from hurricane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 45 ft by 2411 with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
1.33
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 6 and 140 Ib
uplift at joint 2.
5) This truss has been designed with ANSUTPI 1 -1995 criteria.
LOAD CASE(S) Standard
I Job Truss Truss Type Qty Ply
100 -0097 T -5 KINGPOST 1 1
NOFFKE LUMBER INC, OSHKOSH, WI. 54901 4.0-32 s Jun 81999 MiTek Industries, Inc. Thu Jun 08 14:59:13 2000 Page 1
I -1-10-8 I 5-3-7 10-9-0 Scale: 1/7=1'
1 -10-8 55-3-7 I
5-5-9
5x5=
3
5.00 12 r, r r
W1
2 ® 4 .
I..,
,_'' 5 ��
5x5= 2x4II 3x5=
3x711
I 55-3 -7 1 10-9 -0
5-3-7 5-5-9
Plate Offsets (X,Y): [2:0 -5- 11,0-0-11, [4:0-0-0,0 -1-11, [4:0-6-5,0-1-91
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/de0 PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.01 5 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.30 Vert(TL) 0.04 1 -2 >683
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 4 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 360 Weight: 32 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
k
REACTIONS (Ib/size) 2= 641/0 -5-8, 4=492/0 -5-8
Max Horz 2 =26(load case 3)
Max Uplift2=- 98(load case 4), 4=- 29(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =17, 2- 3=- 571, 3- 4=-567
BOT CHORD 2- 5= 513, 4 -5=513
WEBS 3 -5=105
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind Toads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
Ioad, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per BOCA/ANSI95
Lend verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at joint 2 and 29 Ib
uplift at joint 4.
5) This truss has been designed with ANSUfPI 1 -1995 criteria.
LOAD CASE(S) Standard