HomeMy WebLinkAboutRoof Truss Layout - 6/8/1999---
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99-0368 GE-1 ROOF TRUSS ~ ~ 1 1 '
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-1.10.8
9.11.4
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19-10-8
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1-10-8 ------ ----
9-11-4 9-11-4 1-10-8
5x5-
2x4lll 7
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2x411
6.00(1T 2x411 6/ ',~ ~ ~ ~ ~~~ 2x4 II
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19-10-8
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---P---------
~fe se sZX.Y~~Z'0=4=i Z;0=1>~I. [i2`•~-iZ~-0~ ]; [18:0=TS,U=3~ --
_ ------ --------
LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft 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 0.17 Vert(TL) 0.05 1-2 >468
BCLL 0.0 Rep Stress Incr YES WB 0.07' Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deli = 360 Weight: 83 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=338/19-10-8, 18=163/19-10-8, 1 9=1 8911 9-1 0-8, 20=181/19-10-8, 21=216!19-10-8, 22=64/19-10-8, 17=189/19-10-8,
16=181/19-10-8, 15=216/19-10-8, 14=64/19-10-8, 12=338/19-10-8
Max Horz 2=111(load case 3), 12=-111(load case 2)
Max Uplift2=-86(load case 4), 19=-23(load case 3), 20=-21(load case 4), 21=-38(load case 3), 17=-23(load case 2), 16=-21(load case 4),
15=-38(load case 2), 12=-86(load case 4)
Max Grav19=196(load case 5), 20=181(load case 1), 21=216(load-case 5), 22=66(load case 5), 17=196(load case 6), 16=181(load case 1),
15=216(load case 6), 14=66(load case 6), 12=338(load case 1)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=45, 2-3=-91, 3-4=-56, 4-5=-62, 5-6=-61, 6-7=-61, 7-8=-61, 8-9=-61, 9-10=-62, 10-11=-56, 11-12=-91, 12-13=45
BOT CHORD 2-22=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0, 15-16=0, 14-15=0, 12-14=0
WEBS 7-18=-124, 6-19=-148, 5-20=-145, 4-21=-161, 3-22=-87, 8-17=-148, 9-16=-145, 10-15=-161, 11-14=-87
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/ANS195 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 86 Ib uplift at joint 2,
23 Ib uplift at joint 19, 21 Ib uplift at joint 20, 38 Ib uplift at joint 21, 23 Ib uplift at joint 17, 21 Ib uplift at joint 16, 38
Ib uplift at joint 15 and 86 ib uplift at joint 12.
8) This truss has been designed with ANSt/TPI 1-1995 criteria.
LOAD CASE(S) Standard
4 r<~.
~-
99-0368
ROOF TRUSS
co
-1-10-8 I ____ 10-0-0
1-10-8 10-0-0
' ~ 1 1
---- - s7i
---- ------ --I-----
5x5
20-0-0
20-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft 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 0.17 ' Vert(TL) 0.05 12-13 >467
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(fL) 0.00 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min Ildefl = 360 Weight: 84 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=337/20-0-0, 18=163/20-0-0, 19=189/20-0-0, 20=181/20-0-0, 21=215/20-0-0, 22=71/20-0-0, 17=189/20-0-0, 16=181/20-0-0,
15=215120-0-0, 14=71120-0-0, 12=337/20-0-0
Max Horz2=111(load case 3), 12=-111(load case 2)
Max Uplift2=-85(load case 4), 19=-23(load case 3), 20=-21(load case 4), 21=-38(load case 3), 17=-23(load case 2), 16=-21(load case 4),
15=-38(load case 2), 12=-85(load case 4)
Max Grav19=196(load case 5), 20=181(load case 1), 21=215(load case 5), 22=73(load case 5), 17=196(load case 6), 16=181(load case 1),
15=215(load case 6), 14=73(load case 6), 12=337(load case 1)
FORCES (Ib) -First Load Case Only
TOP CHO(~2D 1-2=45, 2-3=-91, 3-4=-56, 4-5=-62, 5-6=-61, 6-7=-61, 7-8=-61, 8-9=-61, 9-10=-62, 10-11=-56, 11-12=-91, 12-13=45
BOT CHORD 2-22=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0, 15-16=0, 14-15=0, 12-14=0
WEBS 7-18=-124, 6-19=-148, 5-20=-145, 4-21=-160, 3-22=-91, 8-17=-148, 9-16=-145, 10-15=-160, 11-14=-91
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 oceaniine, 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 MTek "Standard Gable End Detail"
4) All plates are M20 plates unless othenwise 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 851b uplift at joint 2,
23 Ib uplift at joint 19, 21 Ib uplift at joint 20, 38 Ib uplift at joint 21, 23 Ib uplift at joint 17, 21 Ib uplift at joint 16, 38
Ib uplift at joint 15 and 85 ib uplift at joint 12. ',
8) This truss has been designed with ANSI/TPI 1-1995 criteria. 'i
LOAD CASE(S) Standard
20-0-0 21-10-Scale = 1:43.7
-f----~
10-0-0 __ - _ ---- 1-10-8
P,
2x411 2x411 2x411 2x411 5x5- 2x411 2x411 2x411 Lx411
06---- Ttuss-------- -Truss Type ----
99-0368 GE-3 ROOF TRUSS
e~
-- _ --- _- le = 1:85.7
-1-1} 0~__ - - 21-0-0 -- 42'0-0 -___ 43-1 QS
---F ------ _-- -- -+~
1-10-8 21-0-0 2 t -0-0 1-10-8
6.00 (12
co
co
r]
0
5x5 =
3x7.- ' 3x7.
42-0-0
42-0-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a
TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.05 1-2 >477
BCLL 0.0 Rep Stress Incr YES WB 0.16 I Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/A NSI95 (Matrix) 1st LC LL Min i/defl = 360
LUMBER
TOP CHORD 2 X 4 SPF No.2
8OT CHORD 2 X 4 SPF No.2
OTHERS 2 X 4 SPF Stud 'Except
ST10 2 X 4 SPF No.2, ST9 2 X 4 SPF No.2
ST8 2 X 4 SPF No.2, ST7 2 X 4 SPF No.2
ST92X4SPFNo.2,ST82X4SPFNo.2
ST7 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
PLATES GRIP
M20 197/144
Weight: 235 Ib
co
i~
0
BRACING
TOP CHORD Sheathed. or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2x4 T-Brace 13-36, 12-37, 11-38, 14-35, 15-34
Fasten T and I braces to narrow edge of web with 10d common
wire nails Bin o.c., with Sin minimum end distance. Brace mus:
cover 90°k of web length.
REACTIONS (Ib/size) 2=342/42-0-0, 39=10142-0-0, 36=166/42-0-0, 37=188/42-0-0, 38=182/42-0-0, 40=183/42-0-0, 41=188142-0-0, 42=188142-0-0,
43=188/42-0-0, 44=186/42-0-0, 45=194/42-0-0, 46=176/42-0-0, 35=188/42-0-0, 34=182/42-0-0, 32=183/42-0-0, 31=188/42-0-0,
30=188/42-0-0,29=188/42-0-0
Max Horz 2=199(load case 3)
Max Uplift2=-33(load case 2), 37=-16(load case 3), 38=-30(load case 4), 40=-26{load case 3), 41=-23(load case 4), 42=-24(load case 3),
43=-25(load case 3), 44=-20(load case 4), 45=-38(load case 3), 46=-7(load case 3), 35=-16(load case 2), 34=-30(load case 4),
32=-26(load case 2), 31=-23(load case 4), 30=-24(load case 2), 29=-25(load case 2)
Max Grav37=194(load case 5), 38=182(load case 1), 40=183(load case 5), 41=188(load case 1), 42=188(load case 5), 43=188(load case 5),
44=186(load case 1), 45=194(load case 5), 46=177(load case 5), 35=194(load case 6), 34=182(load case 1), 32=183(load case 6),
31=188(load case 1), 30=188(load case 6), 29=188(load case 6)
FORCES (ib) -First Load Case Only
TOP CHORD 1-2=45, 2-3=-96, 3-4=-59, 4-5=-58, 5-6=-59, 6-7=-58, 7-8=-59, 8-9=-58, 9-10=-22, 10-11=-59,
11-12=-59, 12-13=-58, 13-14=-58, 14-15=-59, 15-16=-59, 16-17=-22, 17-18=-58, 18-19=-59,
19-20=-58, 20-21=-59, 21-22=-58, 22-23=-59, 23-24=-96, 24-25=45
BOT CHORD 2-46=0, 45-46=0, 44-45=0, 43-44=0, 42-43=0, 41-42=0, 40-41=0, 39-40=0, 38-39=0, 37-38=0,
36-37=0, 35-36=0, 34-35=0, 33-34=0, 32-33=-0, 31-32=0, 30-31=0, 29-30=0, 28-29=0, 27-28=0,
26-27=0,24-26=0
WEBS 13-36=-127, 12-37=-147, 11-38=-148, 10-40=-149, 8-41=-147, 7-42=-148, 6-43=-148, 5-44=-148,
4-45=-146, 3-46=-155, 14-35=-147, 15-34=-148, 16-32=-149, 18-31=-147, 19-30=-148, 20-29=-148,
21-28=-148, 22-27=-146, 23-26=-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 I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per
BOCA/ANSI95 It 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. j
7) Gable studs spaced at 2-0-0 on center.
Continued on page 2
5x5- 46 45 44 43 42 41 4U 39 3S si so ao sa 3J sc ~ i o~ ca co a ~~ ..n.+-
~- --- toss-- Truss yep __. __ ~...- pr -
99-0368 GE-3B ROOF TRUSS ` ~ 1 1
-- ----_--- _ - - :0=32 s Jun 8 J MTklndusFnes,lnc.- Tue Rov OZ-OS'ZS`.~3'f99~Page J
-1-1, 0T 21-0-0 _-______~__ _ 41-10-8 _ _ _~ Scale = 1:84.4
1-10-8 21-0-0 20-10-8
5x5-
6.00 rig
~D
ri
O
N
O
-P a e se s - - 2~i , Z5~1-T
I2.~a-i T I - ------ - -- _ _ _ _
LOADING(psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0 SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code BOCAlANSI95 CSI
TC 0.35
BC 0.13
WB 0.16
(Matrix) DEFL (in) (loc) I/deft
Vert(LL) n/a - n/a
Vert(TL) 0.05 1-2 >477
Horz(TL) 0.00 n/a
1st LC LL Min I/deft = 360 PLATES GRIP
M20 197/144
Weight: 231 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end
BOT CHORD 2 X 4 SPF No.2 verticals.
WEBS 2 X 4 SPF Stud ' BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud *Except* ', WEBS 2x4 T-Brace 13-36, 12-37, 11-38, 14-35, 15-34
ST10 2 X 4 SPF No.2, ST9 2 X 4 SPF No.2 Fasten T and I braces to narrow edge of web with 10d common
STS 2 X 4 SPF No.2, ST7 2 X 4 SPF No.2 ' wire nails Bin o.c., with Sin minimum end distance. Brace mus
ST9 2 X 4 SPF No.2, ST8 2 X 4 SPF No.2 cover 90°~ of web length.
ST7 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 25=133/41-10-8, 2=353/41-10-8, 39=10/41-10-8, 36=151/41-10-8, 37=187/41-10-8, 38=183/41-10-8, 40=183/41-10-8,
41=188/41-10-8, 42=188/41-10-8, 43=188/41-10-8, 44=186/41-10-8, 45=194/41-10-8, 46=174/41-10-8, 35=187/41-10-8,
34=182/41-10-8, 32=184/41-10-8, 31=188/41-10-8, 30=188/41-10-8
Max Horz 25=-146(load case 2), 2=188(load case 3)
Max Uplift2=-50(load case 2), 37=-16(load case 3), 38=-30(load case 4), 40=-26(load case 3), 41=-23(load case 4), 42=-24(load case 3),
43=-25(load case 3), 44=-20(load case 4), 45=-38(load case 3), 46=-6(load case 3), 35=-14(load case 2), 34=-31(load case 4),
32=-26(load case 2), 31=-23(load case 4), 30=-24(load case 2)
Max Grav37=194(load case 5), 38=183(load case 1), 40=183(load case 5), 41=188(load case 1), 42=188(load case 5), 43=188(load case 5),
44=186(load case 1), 45=194(load case 5), 46=177(load case 5), 35=193(load case 6), 34=182(load case 1), 32=184(load case 6),
31=188(load case 1), 30=188(load case 6)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=45, 2-3=-116, 3-4=-79, 4-5=-78, 5-6=-78, 6-7=-78, 7-8=-78, 8-9=-18, 9-10=-78, 10-11=-78,
11-12=-78, 12-13=-77, 13-14=-77, 14-15=-78, 15-16=-78, 16-17=-78, 17-18=-18, 18-19=-78,
19-20=-78, 20-21=-78, 21-22=-77, 22-23=-83, 23-24=-87, 24-25=-114
BOT CHORD 2-46=0, 45-46=0, 44-45=0, 43-44=0, 42-43=0, 41-42=0, 40-41=0, 39-40=0, 38-39=0, 37-38=0,
36-37=0,35-36=0,34-35=0,33-34=0,32-33=0,31-32=0,30-31=0,29-30=0,28-29=0,27-28=0,
26-27=0,25-26=0
WEBS 13-36=-111, 12-37=-146, 11-38=-149, 10-40=-149, 9-41=-147, 7-42=-148, 6-43=-148, 5-44=-148,
4-45=-146, 3-46=-153, 14-35=-146, 15-34=-149, 16-32=-149, 17-31=-147, 19-30=-149, 20-29=-147,
21-28=-151, 22-27=-134, 23-26=-194
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
BOCA/ANS195 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. 'i
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 on center
13
T'
Continued on page 2
5x5 - 46 45 44 43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25
3x7 - 3x7 -
~ ---- 41-10-8 -
41-10-8
o - cuss - cuss ype --- --- y - Pl-y -
99-0368 T-1 ROOF TRUSS ~ `,,, 1 1
-1-10-8 4-11-11 9-11-4 14-10-13
1-10-8 4-11-11 4-119 4-11-9
5x5-
6.00 (T7
2x4
i
3i
4 T1. <,j
~.-
~~ /i "
R ~ -----_
1 ~ / j~~ ' -- - ---------- -
5x5
8
6x8=
aged -
19-10-8 2T 1g_QS ~ le = 1:43.5
4-11-11 1-10-8
i
T1
~,,
\~ ,~ {n
~\\~~ ~~~
5x5- ~
I----- - 9-11-4 _ ---+-- ---- -- 19_100_8 - -~
9-11-4 9-11-4
a e se s XY)-jZ'II-~=iZ;D=II=iT[6'O~=iT,U~J=1]------------ --- ---
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.83 '' Vert(TL) -0.31 2-8 >749
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a
BCDL 10:0 Code BOCA/ANSI95 1st LC LL Min IJdefl = 360 Weight: 73 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-11 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 (Ib/size) 2=1070/0-3-8, 6=1070/0-3-8
Max Horz 2=-47(load case 2)
Max Uplift2=-123(load case 4), 6=-123(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=-1293, 3-4=-955, 4-5=-955, 5-6=-1293, 6-7=22
BOT CHORD 2-8=1118, 6-8=1118
WEBS 3-8=-299, 4-8=475, 5-8=-299
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 pst 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/ANS195 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 123 Ib uplift at joint 2 and 123 Ib uplift at joint 6.
5) This truss has been designed with ANSIfTPI 1-1995 criteria.
LOAD CASE(S) Standard
99-0368
rT uss 1 cuss y e __ _- -- -- Oty F
T-2 I ROOF TRUSS 2 1
tale = 1'43.7
-1-10-8~ _ 5-0-1 ____ 10-0-0 1411-15 _ 20-0-0 ~ 21-10-$~ ~
--+-- ---- --,-- I
1-10-8 5-0-1 4-11-15 4-11-15 5-0-1 1-10-8
5x5
''Tt
,,, \\
\ ~~
--- 7
~~
5x5
6x8-
10-0-0 20-0-0 ~
--------- --------- ----1--- ---- -- ------ -
10-0-0 10-0-0
a e se s : IZ:U=d-12,U~iT-I6~~-i2~II~D=iT - -- -- - ----_ _
LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.32 6-8 >736
BCLL 0.0 Rep Stress incr YES WB 0.23 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell = 360 Weight: 73 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-7 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 (Ib/size) 2=1076/0-3-8, 6=1076/0-3-8
Max Horz 2=-47(load case 2)
Max Uplift2=-123poad case 4), 6=-123(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=-1302, 3-4=-962, 4-5=-962, 5-6=-1302, 6-7=22
BOT CHORD 2-8=1126, 6-8=1126
WEBS 3-8=-301, 4-8=479, 5-8=-301
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 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 123 Ib uplift at joint 2 and 123 Ib uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
~. ,
1-10-8 5-2-9
1 10-0-0
-- --- 149-8
- I- ---- - -~- -- 19-10-8 ,
---- -,
Scale = 1:42.4
1--F--
1-10-8 --- -- -
--- ---- -- -----
5-2-9 -- --
4-9-7 4-9-8 5-1-0
5x5=
' 4
i / ~
6
00 ~i'£
~" ~~ ~
V~
.
2x4 /
/~'
~= i ~
~
~~~
2x4:
j
3
i
--
~ ~
\~
T~
~
~ ~
U ~
~' ~ '~ ~~
v~ -
~_
.
i'
.
, W2 ',
W2 /~
~..., 6
~~ ~\
j
~
~
,
7
2,FaW ~
-- --- ----- ----- ---- --- -- bbb
01 / ! --- --- - 3x5 ~
~/ 5x5= ' 8 3x711
6x8_
10-0-0 10-8
19
I _ _ _
__~_ ~
10-0-0 9-10-8
a e se s - - ZiT-6~]; jT:I1=1=i i,e ge -- -
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 8 ?999 M20 197!144
TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.32 7-8 >738
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 7 n/a
BCDL 10.0 Code BOCA/ANSI95 ' 1st LC LL Min Udefl = 360 Weight: 73 Ib
LUMBER --- - ------- BRACING ~ ---
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-9 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
SLIDER Right 2 X 4 SPF No.2 2-8-9
REACTIONS (IbJsize) 7=927/0-2-0, 2=1077!0-3-8
Max Horz 2=70(load case 3)
Max Uplift7=-54(load case 4), 2=-123(load case 4) ',
FORCES (Ib) -First Load Case Only
-TOP CHORD 1-2=22, 2-3=-1294, 3-4=-964, 4-5=-964, 5-6=-1304, 6-7=-1304
BOT CHORD 2-8=1121, 7-8=1124
WEBS 3-8=-299, 4-8=496, 5-8=-302 ',
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 atiove 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 BOCAlANS195 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) 7.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 Ib uplift at joint 7
and 123 Ib uplift at joint 2.
6) This truss has been designed with ANSIlfPI 1-1995 criteria
LOAD CASE(S) Standard
1
99-0368 ~T-2C ~ ROOF TRUSS
7 li
5-0-1 10-0-0 14-9-8 _ 19-10-8 Scale = 1:41.1
F - -- ---- -----~ - - -------- -r ---- ---~--- --
5-0-1 4-t1-15 4-9-8 5-1-0
5x5-
3
s.oo biz ~~',~ /~ \~~ RIGHT CLIPPED 1-1 /2"
zx4,~ ~" ~~ 2xa%
Y, 2 Tim ~ '' ~~ ~~ ~_
'"
in ~~ . W2 W3 ~~~ ~~ 5
~` ~
/'i A ~~, ~' // ~ 6
3x5,
~ 3x7 11
x5_
6x8=
10-0-0 19-10-8
I- ---- ---- - - ---- ------- - +-------------
10-0-0 9-10-8
a e se s (XYj-j1 `.DMZ;D=0=1j-_j6`>si~~ee]----------_
LOADING (psf). SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 7 >999 M20 197!144
TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.32 6-7 >736
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 70 Ib
LUMBER ---- ----- ------- BRACING ------ -- - -
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-6 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
SLIDER Right 2 X 4 SPF No.2 2-8-9
REACTIONS (Ib/size) 1=927/0-5-8, 6=927/0-2-0
Max Horz 1=-42(load case 2)
Max Upliftl=-54(load case 4), 6=-54(Ioad case 4) ',
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=-1305, 2-3=-964, 3-4=-963, 4-5=-1304, 5-6=-1304
BOT CHORD 1-7=1128, 6-7=1124
WEBS 2-7=-301, 3-7=488, 4-7=-302
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 oceantine, on an occupancy category I, condition i enclosed building, of dimensions 45 ft by 24 ft with
exposure B ASCE 7-93 per BOCA/ANS195 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 54 Ib uplift at joint 1
and 54 Ib uplift at joint 6.
6) This truss has been designed with ANStlTPI 1-1995 criteria ,
LOAD CASE(S) Standard
306-- toss rus-"s Type--- -~
99-0368 T-3 ROOF TRUSS
- -10-g 7-0-1 140-0
-+_----------I------- - --~ ___
1-10-8 7-0-1 7-0-0
6.00~1'f 5x5-
di
5
8-4-14 +__ 16-9-10 _~ ' 25-2-T _ 33-7-2
8-414 8-4-12 8-4-12 8-412
\~ 2x4 i/
,,~~ 8
j ~T4
\ \ ~ ~ , ~, 7<3 co
___--~\~L~ o
---- 1 ~;
11 6x8.\~
3x5..
42-0-0
8-4-14
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.24 14 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.53 13-14 >939
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.16 9 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min 1ldefl = 360 Weight: 182 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF 1650E 1.5E 'Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
B22X4SPFNo.2
WEBS 2 X 4 SPF No.2 "F_xcept'
W4 2 X 4 SPF Stud, W4 2 X 4 SPF Stud
WEDGE
left: 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2
REACTIONS (Ib/size) 2=2110!0-5-8, 9=2110/0-5-8
Max Horz 2=91(load case 3)
Max Uplift2=-184(load case 4), 9=-184(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=-3348, 3-4=-3145, 4-5=-2463, 5-6=-2463, 6-7=-3145, 7-8=-3145, 8-9=-3348, 9-10=22
BOT GHORD 2-16=2926, 15-16=2461, 14-15=2461, 13-14=1875, 12-13=2461, 11-12=2461, 9-11=2926
WEBS 3-16=-314, 4-16=579, 4-14=-722, 5-14=904, 5-13=904, 6-13=-722, 6-11=579, 8-11=-314
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 oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with
exposure B ASCE 7-93 per BOGA/ANS195 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 184 Ib uplift at joint 2
and 184 Ib uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria. ',
LOAD CASE(S) Standard
,~
21-0-0 28-0-0 34-11-15 42-0-0 4f3-108 Scale = 1:92.3
---- ----E- - -------+-- ---- ---+.. _.... - ---
7-0-0. 7-0-0 7-0-0 7-0-1 1-10-8
6x8 ,: 16 1514 1312
3x5-- 3x7- ', 3x5:-
3x5- ' 3x7 -
99-0368 ~ T-3A ~ ROOF TRUSS
6 11
10-gg 7-0-1 140-0 21 0-0 ' 28-0-0 34-i i-15 42-0-0 4 -10-8 Scale = 1:92.3
1-10-8 7-0-1 7-0-0 7-0-0 7-0-0 7-0-0 7-0-1 1-10-8
6.00 (ice 5x5.
5
m
~]
0
4-0-0 8-4-14 16-9-10 25-2-6 33-7-2 38-0-0 42-0-0
-+-------~-- ------.~--- -+----------+ ___ ----1--
4-0-0 4-414 8-412 8-412 8-4-12 4-4-14 4-0-0
LOADING (psf) . SPACING 2-0-0 CSI
TCLL 30.0 Plates Increase 1.15 TC 0.96
TCDL 7.0 Lumber Increase 1.15 BC 0.72
BCLL 0.0 Rep Stress Incr YES WB 0.67
BCDL 10.0 Code BOCA/ANSI95
m
i)
0
DEFL (in) (loc) I/deft PLATES GRIP
Vert(LL) -0.08 14 >999 M20 197!144
Vert(TL) -0.2713-14 >999
Horz(TL) 0.06 10 n/a
1st LC LL Min Ildefl = 360 Weight: 190 Ib
r
--- _
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-3-6 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 No.2 `Except` Except:
W4 2 X 4 SPF Stud, W4 2 X 4 SPF Stud, W5 2 X 4 SPF Stud 6-0-0 on centerliracing: 2-17,.
W5 2 X 4 SPF Stud WEBS 1 Row at midpt 4-16, 6-11, 3-17, 7-10
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
REACTIONS (Ib/size) 17=2110/0-5-8, 10=2110!0-5-8 ',
Max Horz 17=-91(load case 2)
Max Upliftl7=-277(load case 4), 10=-277(load case 4) ',
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=908, 3-4=-1072, 4-5=-1389,. 5-6=-1389, 6-7=-1072, 7-8=908, 8-9=22
BOT CHORD 2-17=-794, 16-17=730, 15-16=1317, 14-15=1317, 13-14=1102, 12-13=1317, 11-12=1317, 10-11=730, 8-10=-794
WEBS 3-16=637, 4-16=-589, 4-14=-208, 5-14=389, 5-13=389, 6-13=-208, 6-11=-589, 7-11=637, 3-17=-2536, 7-10=-2536
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 BOCA/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind.
The lumber pOL 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 277 Ib uplift at joint
17 and 277 Ib uplift at joint 10.
5) This truss has been designed with ANSI~1 PI 1-1995 criteria. ',
LOAD CASE(S) Standard
;~
"""_" 17 16 1514 1312 11 lU
3x10 ~~ 2.5x5:; 3x5 - 3x7- ', 3x5- 3x5- 2.5x5 ;~ 3x10 ~~
3x5- ', 3x7-
o cuss toss ype y
99-0368 T-3B ROOF TRUSS 8 1
-10-$ 7-0-1 14-0-0 21-0-0 26-0-0
-10-8 7-0-1 7-0-0 7-0-0 5-0-0
.~.. ~.,.... ~ ...y..
42-ale = 1:83.2
16-0-0
4x7 ~ I 10 9 8 7
3x5- 3x5- 3x5-
3x5-
5x5-
6.00 ~TZ-
5
5x7 ~ T 3 2x4 I I
6
4 ~{ ~
w /
2x4 \\
T3 ~~\\ }
~ ~(~~\
~I1
0
8-4-14
8-4-14 16-9-10
8-4-12 25-2-6 2¢-q-0 42-0-0
8-4-12 0-9-10 16-0-0
ae es - - - - - - -
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.08 10 >999 M20 197/144
TCOL 7.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.26 8-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.04 7 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 125 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-7-7 on center bracing.
WEBS 2 X 4 SPF No.2'Except' WEBS 1 Row at midpt 6-7
W6 2 X 4 SPF Stud 2 Rows at 1/3 pts 5-7
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=1358/0-5-8, 7=1208/0-5-8
Max Horz 2=419(load case 3)
Max Uplift2=-79(load case 4), 7=-131(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=-1799, 3-4=-1605, 4-5=-854, 5~=0, 6-7=-180
BOT CHORD 2-10=1573, 9-10=1035, 8-9=1035, 7-8=421
WEBS 3-10=-382, 4-10=659, 4-8=-757, 5-8=946, 5-7=-1028
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 BOCA/ANS195 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 79 Ib uplift at joint 2
and 131 Ib uplift at joint 7.
5) This truss has been designed with ANSIlTPI 1-1995 criteria.
LOAD CASE(S) Standard
o Truss ---- Truss ~----- --- - -- - - IIfy Fly ---
99-0368 T-3B ROOF TRUSS 8 1
----- ------ ---- ------ -- - -_-- - Es un 8 MTej("ln us nes, nc--Tue ov 395- age-1
S le = 1:83.2
-1-10-Qy 7-0-1 14-0-0 21-0-0 26-0-0 _~_ 42-0-~ _-_- __
-T.--_._- ___--i--__ I-.____- r--~-~r. _,
1-10-8 7-0-1 7-0-0 7-0-0 5-0-0 16-0-0
SxS
6.00 (iT
5
co
m
~~
0
,,,... _ 11 l U a s ~
3x1011 2x4:, 3x5= ~ 3x5- 3x5_-_
3x5_
4-0-0 8-4-14 16-9-10 25-2-6 2f~-0+0 42-0-0
F---:-----1-- ---~ - -
4-0-0 4-4-14 I 8-4-12 8-4-12 0-9-10 16-0-0
a e se s - - ,e 9e1~ I4'U3-8;0=3-UT----------- -------- - ----_---
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.96 ', Vert(LL) -0.03 2 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.22 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 7 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 130 Ib
LUMBER ---------- ------ BRACING------ ---- ----
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-10-5 on center purlin spacing, except end
BOT CHORD 2 X 4 SPF No-2 verticals.
WEBS 2 X 4 SPF No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0°on center bracing,
W6 2 X 4 SPF Stud, W7 2 X 4 SPF Stud ' Except:
WEDGE ', 6-0-0 on center bracing: 2-11.
Left: 2 X 4 SPF No.2 ', WEBS 1 Row at midpt 4-10, 5-7, 6-7
REACTIONS (Ib/size) 7=961/0-5-8, 11=1605/0-5-8
Max Ho211=419(load case 3)
Max Uplift7=-108(Iead case 4), 11=-196(load case 4)
FORCES (Ib) -First Load Case Only '
TOP CHORD 1-2=22, 2-3=908, 3-4=-534, 4-5=-567, 5-6=0, 6-7=-180
BOT CHORD 2-11=-794, 10-11=351, 9-10=634, 8-9=634, 7-8=310
WEBS 3-10=354,4-10=-256,4-8=-354,5-8=542,5-7=-757,3-11=-1905
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/ANS195 If end verticals or cantilevers exist, they are exposed to wind. tf 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 108 Ib uplift at joint 7
and 196 Ib uplift at joint 11.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
o cuss toss ype y
99-0368 T-3C ROOF TRUSS ' 12 1
Y.1./-JL ~ JVII V 1.7.7.7 IYII I CR IIIV VALIICA, II Iti. 1 UC JQI I VY VJ.LV.YJ LVVV rQyC 1
•,1-10->} 7-0-1 140-0 21-0-0 26-0-0 42-OS~ale = 1:83.2
r
1-10-8 7-0-1 7-0-0 7-0-0 5-0-0 16-0-0
4x7 ~~ 10 9 8 7
3x5- 3x5- 3x5_
3x5-
5x5=
6.00 rT£
5
~-I
0
5x7 ~ T 3 2x4 ~ ~
6
4 ' ~V s S \
W ~\ )
zxa~~ ~ ~Gn
T 3 (~~ ~.-1.
~ 82
1
8-414 16-9-10 25-2-6 2f-q-0 42-0-0
8-414 8-412 8-412 0-9-10 16-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.08 10 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.26 8-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.04 7 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 125 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-7-7 on center bracing.
WEBS 2 X 4 SPF No.2'Except' WEBS 1 Row at midpt 6-7
W6 2 X 4 SPF Stud 2 Rows at 1/3 pts 5-7
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=1358/0-5-8, 7=1208/0-5-8
Max Horz 2=419(load case 3)
Max Uplift2=-79(load case 4), 7=-131(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=1799, 3-4=-1605, 4-5=-854, 5-&=0, 6-7=-180
BOT CHORD 2-10=1573, 9-10=1035, 8-9=1035, 7-8=421
WEBS 3-10=382, 4-10=659, 4-8=-757, 5-8=946, 5-7=-1028
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 capable of withstanding 79 Ib uplift at joint 2
and 131 Ib uplift at joint 7.
5) This truss has been designed wfth ANSIlTPI 1-1995 criteria.
LOAD CASE(S) Standard
~~ob- - _
Hass - -..
toss YpT a ------ --I
Y
Y
99-0368 T-3C ROOF TRUSS 12 1
4.V-JL 5 JUII o IJ,~ IVII ~ cn nwuaanca, nw. i..c nvv va vv..~~.av ~~.~~ ~ ...y ~-
-1-10- 7-0-1 14-0-0 21-0-0 26-0-0 42.O~te = 183.2
I--~- --- ---~------ ---F--- -- -4-- -1------
1-10-8 7-0-1 7-0-0 7-0-0 5-0-0 16-0-0
' 5x5__
6.00 ~~
S
m
~j
0
8-414 16-9-10 25-2-6 _ 20+0
8-4-14 8-4-12 8-4-12 0-9-10
LOADING (psi) SPACING 2-0-0 CSI
TCLL 30.0 Plates Increase 1.15 TC 0.91 '
TCDL 7.0 Lumber Increase 1.15 BC 0.78 ',
BCLL 0.0 Rep Stress Incr YES WB 0.82
BCDL 10.0 Code BOCA/ANSl95
DEFL (in) (loc) I/deft
Vert(LL) -0.08 10 >999
Vert(TL) -0.26 8-10 >999
Horz(TL) 0.04 7 n/a
1st LC LL Min Ildeft = 360
42-0-0 _
16-0-0
PLATES GRIP
M20 197/144
Weight: 125 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-7-7 on center bracing.
WEBS 2 X 4 SPF No.2'Except' WEBS 1 Row at midpt 6-7
W6 2 X 4 SPF Stud ' 2 Rows at 1/3 pts 5-7
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (tb/size) 2=1358/0-5-8, 7=1208!0-5-8 ',
Max Horz 2=419(load case 3) '
Max Uplift2=-79(load case 4), 7=-131(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=22, 2-3=-1799, 3-4=-1605, 4-5=-854, 5-6=0, 6-7=-180
BOT CHORD 2-10=1573, 9-10=1035, 8-9=1035, 7-8=421
WEBS 3-10=-382, 4-10=659, 4-8=-757, 5-8=946, 5-7=-1028
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 psi 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) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 2
and 131 Ib uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1-1995 criteria. ',
LOAD CASE(S) Standard
4x7 ~~ 10 5 s ~
3x5- 3x5__ 3x5-
3x5-