HomeMy WebLinkAboutRoof Truss Layout- 6/8/1999Job ~ _ runs cuss ype---- ty Fes- - i
00-0011- GE-1-- ROOF TRUSS
--. 1
T-'ST- 1
T.--2S-" -
1S~nt J
•1 _2_8 ~ _ ___ 5-10-4
1-2-8 5-10-4
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11-8-8 _ 12=1~~1:24.3
5-10-4 1 2 8
5x5=
11-8_-8
11-8-8
f
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TOLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.07 Vert(TL) 0.01 8-9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 41 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=226111-8-8, 8=226/11-8-8, 12=162/11-8-8, 13=201111-8-8, 14=129/11-8-8, 11=201/11-8-8, 10=129/11-8-8
Max Horz 2=45(load case 3), 8=-45(load case 2)
Max Uplift2=-59(load case 4), 8=-59(load case 4), 13=-25(load case 3), 11=-25(load case 2)
Max Grav 13=208(load case 5), 14=130(load case 5), 11=208(load case 6), 10=130(load case 6)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=-68, 3-4=-52, 4-5=-54, 5-6=-54, 6-7=-52, 7-8=-68, 8-9=15
BOT CHORD 2-14=0, 13-14=0, 12-13=0, 11-12=0, 10-11=0, 8-10=0
WEBS 5-12=-125, 4-13=-155, 3-14=-114, 6-11=-155, 7-10=-114
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 6 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 59 Ib uplift at joint 2,
59 Ib uplift at joint 8, 25 Ib uplift at joint 13 and 25 Ib uplift at joint 11.
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
,.t..€.,r- ,.w
20-0-0
Jt)b ~ Truusa cuss ype y ,~ '~
00-0011 GE-2 ROOF TRUSS 1 1 '' ~ ~`~`
71='~7 e ~ in
v]
0
1'l°~,
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 0.17 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.07 Vert(TL) 0.01 11 >999
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 71 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
OTHERS 2 X 4 SPF Stud
~. _..~'~~~ v'`
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.
REACTIONS (Ib/size) 2=280/20-0-0, 10=280/20-0-0, 15=165/20-0-0, 16=203/20-0-0, 17=130/20-0-0, 18=331120-0-0, 14=203/20-0-0, 13=130/20-0-0,
12=331 /20-0-0
Max Horz 2=78(load case 3), 10=-78(load case 2)
Max Uplifl2=-51(load case 4), 10=-51(load case 4), 16=-18(load case 3), 17=-22(load case 4), 18=-20(load case 3), 14=-18(load case 2),
13=-22(load case 4), 12=-20(load case 2)
Max Grav16=209(load case 5), 17=130(load case 1), 18=331(load case 5), 14=209(load case 6), 13=130(load case 1), 12=331(load case 6)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=33, 2-3=36, 3-4=-62, 4-5=-47, 5-6=-51, 6-7=-51, 7-8=-47, 8-9=-62, 9-10=-79, 10-11=33
BOT CHORD 2-18=0, 17-18=0, 16-17=0, 15-16=0, 14-15=0, 13-14=0, 12-13=0, 10-12=0
WEBS 6-15=-128, 5-16=-157, 4-17=-109, 3-18=-249, 7-14=-157, 8-13=-109, 9-12=-249
NOl'ES
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) 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 51 Ib uplift at joint 2,
51 Ib uplift at joint 10, 18 Ib uplift at joint 16, 22 Ib uplift at joint 17, 20 Ib uplift at joint 18, 18 Ib uplift at joint 14, 22
Ib uplift at joint 13 and 20 Ib uplift at joint 12.
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
..- -----.. _ ..._,. ...~~.... ~. ~.,...,.~~...,, .,... ~..~um~ ww.~v.w c«uv
,?' ~ ~r .
-1-2-8T_ 10-0-0 _ ~ 20-0-0 - ~~- -E
1-2-8 10-0-0 10-0-0 'Ij~-tl
5x5=
.._.... 6
LOAD CASE(S) Standard
'x'- 2x4 II 2x4 11 2x4 II 2x4 11 2x4 II 2x4 I I 2x4 II 3x5-
o n~ss -- russ~ ~- y - -
00-0011 GE-3 ROOF TRUSS 1 1
o~
c~
°I
. - s un i e n us nest'-- n1-c. Tue Jan iB-08 T4S ZOOd -Page i
_1-2-8 i 8.4.0 _ _~ Scale = 1:25.9
1-2-8 8-40
2x4 ~i
f- 8-40 __ _ _ _ i
8-40
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.02 1-2 >999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 30 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
OTHERS 2 X 4 SPF Stud
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 7=76/8-4-0, 2=218/8-4-0, 9=189/8-4-0, 10=162/8-4-0, 8=211/8-4-0
Max Horz 7=-49(load case 2), 2=141(Ioad case 3)
Max Uplift7=-22(load case 3), 2=-57(load case 2), 9=-26(load case 3), 8=-21(load case 3)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=33, 2-3=-43, 3-4=31, 4-5=29, 5-6=17, 6-7=-60
BOT CHORD 2-10=0, 9-10=0, 8-9=0, 7-8=0
WEBS 4-9=-152, 3-10=-116, 5-8=-165
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 I, condition 1 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
2) For studs exposed to wind, see MiTek "Standard Gable End Detail"
3) All plates are M20 plates unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 on center.
6) Provide mechanical connection (by others) of tntss to bearing plate capable of withstanding 22 Ib uplift at joint 7, 57 Ib uplift at joint 2, 26 Ib uplift at joint 9
and 21 Ib uplift at joint 8.
7) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
00-0011 IH-2
-1-2-8, 4-11-3
1-2-8 r 4-11-3
Tiiiss Tyh'e - t]ty P y _
ROOF TRUSS 2 1
- :II= s un ,,
_9-6-0 __~ 13-6-0
4-6-13 4-0-0
18-0-13 }_ 23-0_0
4-6-13 4-11-3
5x5 -
N
(D
R
C
,l1
6x6-
1-2-8
42.8
3XIV= oxv- .,r.,-
9 6 0 13-6-0 ~_ 23-0-0
9-6.0 4.0.0 9-6-0
LOADING(psf) . SPACING 2-0-0 CSI
TCLL 30.0 Plates Increase 1.15 TC 0.63
TCDL 7.0 Lumber Increase 1.15 BC 0.80
BCLL 0.0 Rep Stress Incr YES WB 0.15
BCDL 10.0 Code BOCA/ANSI95
DEFL (in) (loc) I/deft PLATES GRIP
Vert(LL) -0.09 11 >999 M20 197/144
Vert(TL) -0.28 7-9 >959
Horz(TL) 0.06 7 n/a
1st LC LL Min t/deft = 360 Weight: 86 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-10-1 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 (Ib/size) 2=116710-5-8, 7=1168/0-5-8
Max Horz 2=-9(load case 2)
Max Uplift2=-109(load case 4), 7=-109(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=7, 2-3=-1814, 3-4=-1516, 4-5=-1397, 5-6=-1516, 6-7=-1814, 7-8=7
BOT CHORD 2-11=1626, 10-11=1397, 9-10=1397, 7-9=1626
WEBS 3-11=-245, 4-11=244, 5-11=-0, 5-9=244, 6-9=-245
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) Provide adequate drainage to prevent water pondmg.
4) All plates are M20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2
and 109 Ib uplift at joint 7.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
---- IIt- Pf -- -- --- ------
rT6~--____ runs-- Truss Tpe ------- _ y - y --
00-0011 HGT-1 ROOF TRUSS 1 1
--- --- ---- -- :II=32 s un-8 99H i e 1n~lc usfries; Inc. T-u~an~8 IIS:d0:II2-Z000 Page 1-
-1-2-8 4-2-1 7-6-0
f-------
1-2-8 4-2-1 3-3-15
15_6.0
8-0-0
18-9-15 23-0-0
-1------
3-3-15 4-2-1
1-2-8
42.8
t/
Drop top 1-5/8" 5xs= sx8-
N
oD
M
3x10= 4x/= ~xo=
7-6-0 15-6-0 _ 23-0-0
7_6_p 8-0-0 7-6_0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.15 11 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.31 9-11 >878
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.09 7 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft = 360 Weight: 120 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 *Except* TOP CHORD Sheathed or 2-5-4 on center purlin spacing.
T2 2 X 6 LSL Truss Grade BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
BOT CHORD 2 X 6 SPF 1650E 1.5E WEBS 2x4 T-Brace 5-11
WEBS 2 X 4 SPF Stud *Except* Fasten T and I braces to narrow edge of web with 10d common
W1 2 X 4 SPF No.2 wire hails Bin o.c., with Sin minimum end distance. Brace must
cover 90°~ of web length.
REACTIONS (Ib/size) 2=2382/0-5-8, 7=2382!0-5-8
Max Horz 2=-7(load case 2)
Max Uplift2=-259(load case 4), 7=-259(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=13, 2-3=-4682, 3-4=-4580, 4-5=-4236, 5-6=-4580, 6-7=-4682, 7-8=13
BOT CHORD 2-11=4243, 10-11=4236, 9-10=4236, 7-9=4243
WEBS 3-11=10, 4-11=346, 5-11=0, 5-9=346, 6-9=10
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/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) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer.
4) Provide adequate drainage to prevent water ponding.
5) All plates are M20 plates unless otherwise indicated.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift at joint 2
and 259 Ib uplift at joint 7.
7) 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=-167.3, 5-6=-74.0, 6-7=-74.0, 7-8=-74.0, 2-11=-45.2,
10-11=-45.2, 9-10=-45.2, 7-9=-45.2
Concentrated Loads (Ib)
Vert: 4=-555 5=-555
o , ~ Y P Y
toss toss ype
00-0011 HGT-3 ROOF TRUSS 1 1
_ ~ . un i e n us nes, nc. ue an age
-1-2-8~ 3-9-1 __T 7_6-0 ~ 11-2-12 ~ 15-6-0
1-2-8 3-9-1 3-8-15 3-8-12 4-3-4
This truss to the front
Drop top 1-5/8" sxs=
zxa I i
N
a0
M
C
,11
sxs-
42.8
b
7.6.0 11-2-12 15-6-0 T 23-0-0 ,
7-6-0 3-8-12 4-3-4
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.23 12 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.37 12 >744
BCLL 0.0 Rep Stress Incr NO WB 0.85 psf LC LL M~ I/deft = 360 n/a Weight: 119 Ib
BCDL 10.0 Code BOCA/ANS195
LUMBER
TOP CHORD 2 X 6 SPF No.2
BOT CHORD 2 X 6 SPF 1650E 1.5E
WEBS 2 X 4 SPF Stud
REACTIONS (Ib/size) 2=2535/0-5-8, 8=2104/0-5-8
Max Horz 2=-7(load case 2)
Max Uplift2=-292(load case 4), 8=-290(load case 4)
Max Grav 2=2885(load case 5), 8=2858(load case 6)
BRACING
TOP CHORD Sheathed or 2-1-2 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=13, 2-3=-5024, 3-4=-4962, 4-5=-5405, 5-6=-5404, 6-7=-4120, 7-8=-4230, 8-9=13
BOT CHORD 2-13=4541, 12-13=4593, 11-12=3817, 10-11=3817, 8-10=3823
WEBS 3-13=67, 4-13=226, 4-12=1068, 5-12=-628, 6-12=1982, 6-10=117, 7-10=-1
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 bwlding, 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) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer.
4) Provide adequate drainage to prevent water ponding.
5) All plates are M20 plates unless otherwise indicated.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 2 and 290 Ib uplift at joint 8.
7) This truss has been designed with ANSI/TPI 1-1995 criteria.
8) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the
intended use of this truss.
LOAD CASE(S) Standard Except:
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=-167.2, 5-6=-74.0, 6-7=-74.0, 7-8=-74.0, 8-9=-74.0,
2-13=-45.2, 12-13=-45.2, 11-12=-20.0, 10-11=-20.0, 8-10=-20.0
Concentrated Loads (Ib)
Vert: 4=-555 12=-1122
19-2-15 23-0-0 - ;Z¢2-t
3_8.1- 3-9-1 1-2-8
1/
Right side
3x5- lUX1V- oxo. oxo=
~ ~i- - cuss cuss-Type Y Y
00-0011 J-2 ROOF TRUSS 3 1
.U-3~ un B99 MiTeTCTn~C us nes; nc. ue an age
-1-2-8
1-2-8
v
0
2-0-0
2-0-0
Scale = 1:9.6
7
7
LOADING (psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/deft
TCLL 30.0 Plates Increase 1.15 TC 0.16
02
BC 0 Vert(LL)
Vert(TL) n/a - >999
02 1-2
0
TCDL
BCLL 7.0
0
0 Lumber Increase
Rep Stress Incr 1.15
YES .
WB 0.00 Horz(TL) .
-0.00 3 n/a
BCDL .
10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/deft = 360
LUMBER
TOP CHORD 2 X 4 SPF No.2
8OT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=221/0-5-8, 5=18/0-5-8, 3=37/0-3-8
Max Horz 2=39(load case 4)
Max Uplift2=-59(load case 4), 3=-12(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=-54, 3-4=-4
BOT CHORD 2-5=0
PLATES GRIP
M20 1971144
Weight: 7 Ib
BRACING
7OP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
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 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
2) Ail plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint 2 and 12 Ib uplift at joint 3.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
~ 1-10-15 2+~t
1-10-15 0-1-1
lob-'-_- `TTuuss- - TrussTpe-"_-.-_-- - - LFCy - Pty
00-0011 I J-2A ~ ROOF TRUSS 13 11
v
0
1
5x5-
4-0-7
2-0-7
2-0-0 3-10-15
,-
2-0-0 1-10-15
Scale = 1:13.8
LOADING (psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.20 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.01 1 >999
BOLL 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/deft = 360 Weight: 10 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=270/0-5-8, 5=18/0-5-8, 3=136/0-3-8
Max Horz 2=62(load case 4)
Max Uplift2=-59(load case 4), 3=-44(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=41, 3-4=-8
BOT CHORD 2-5=0
BRACING
TOP CHORD Sheathed.
BUT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
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 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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint 2 and 44 Ib uplift at joint 3.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
~___ 1-2-8 •- 2-0-0
1-2-8 2-0-0
o cuss cuss ype Y Y
00-0011 J-2B ROOF TRUSS 3 1
---- --- 17=32 s un t3J5~iTek n us nes, Tnc. ue an SIISZO'.I51-2006 Page ~
-1-2-8 ~_ 2-0-0 8-0-7
1-2-8 2-0-0 4-0-7
Q~
5x5 -
2=0-0 5-10-15
~---
2-0-0 3-10-15
v
LOADING (psf). SPACING 2-0-0 CSI DEFL (in) (loc) I/deft
TOLL 30.0 Plates Increase 1.15 TC 0.56 Vert`LLj n/a - X120
TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert TL 0.14 1-2
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/deft = 360
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=338/0-5-8, 5=18/0-5-8, 3=216/0-3-8
Max Horz 2=83(load case 4)
Max Uplift2=-67(load case 4), 3=-67(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=67, 3-4=-8
BOT CHORD 2-5=0
Scale = 1:17.9
PLATES GRIP
M20 197/144
Weight: 12 Ib
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
NOTES
1) This truss has been designed for the wind loads generated by 90 mph winds at 25 fl 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/ANSl95 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 67 Ib uplift at joint 2 and 67 Ib uplift at joint 3.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
o~--- toss Truss- yT pe --- -- y p y -
00-0011 J-7 ROOF TRUSS 3 1
-1-2-8 ~ 2-0-7
1-2-8 2-0-7
5.00 (~'£
v~ ~
2
v
4.u-se s gun rj ~aaa nni i eK mausaies, rnc. i ue pan is urt:zu:uz zuvu rage i
Scale = 1:14.7
7-6-0
i
5-5-9
1-9-3 ~-0-7, 7-6-0
1-9-3 0-3-4 5-5-9
LOADING(psf). SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.16 2-5 >534
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 13 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 2=272/0-5-8, 5=72/0-3-8, 3=40/0-3-8
Max Horz 2=40(load case 4)
Max Uplift2=-30(load case 4), 3=-15(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=-54, 3-4=-8
BOT CHORD 2-5=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 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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 2 and 15 Ib uplift at joint 3.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
o runs toss ype y y
00-0011 J-7A ROOF TRUSS 3 1
-1-2-8 4-0-7
1-2-8 4-0-7
c
Y. V-JG J J411 V IJJJ IVII I CA 11144J1I1GJ, 11IV. 1 UG JQII I V VV.LV.VY LVVV rOIJC 1
7 6 0 Sgle = 1:14.7
3-5-9
LOADING(psf). SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.20 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.16 2-5 >534
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code BOCA/A NS195 (Matrix) 1st LC LL Min Ildefl = 360 Weight: 16 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
__--
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 2=324/0-5-8, 5=72/0-3-8, 3=136/0-3-8
Max Horz 2=62(load case 4)
Max Uplift2=-32(load case 4), 3=-44(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=41, 3-4=-8
BOT CHORD 2-5=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 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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ib uplift at joint 2 and 44 Ib uplift at joint 3.
4) This truss has been designed with ANSIlTPI 1-1995 criteria.
LOAD CASE(S) Standard
3-9-34-0-7, 7-6-0 ,
3-9-3 0-3-4 3-5-9
o toss toss ype - Z~ty - ly
00-0011 J-76 ROOF TRUSS 3 1
,r-,... -.--- nR,~-.~-,--r-,~-r_-,__---~-xs-..~~.r.,.~~n.~.`-,~~
-1-2-8 6-0-7 + 7.6.0 Scale = 1:18.9
1-2-8 6-0-7 1-5-9
V
vi
r`
ct
5x5-
59-3 -- -1-~ 7-6-0
5-9-3 0-3-4 1-5-9
a e se s - - T;UIT-T)
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.58 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.16 2-5 >534
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/deft = 360 Weight: 18 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
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.
REACTIONS (Ib/size) 2=392/0-5-8, 5=72/0-3-8, 3=216/0-3-8
Max Horz 2=83(load case 4)
Max Uplift2=-40(load case 4), 3=-67(load case 2)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=67, 3-4=-8
BOT CHORD 2-5=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 I, condition I enclosed building, of dimensions 45 ft by 24 ft with
exposure B ASCE 7-93 per BOLA/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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 Ib uplift at joint 2 and 67 Ib uplift at joint 3.
4) This truss has been designed with ANSIlTPI 1-1995 criteria.
LOAD CASE(S) Standard
o toss - toss ype y y
00-0011 J-7C ROOF TRUSS 7 1
-1-2-8 7-6-0 Scale = 1:22.2
1-2-8 7-6-0
5x5-
7-6-0
7-6-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL _
30.0 Plates Increase 1.15 TC 0.99 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.29 Vert(TL) 0.32 1-2 >51
BOLL 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/deft = 360 Weight: 20 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF No.2
REACTIONS (Ib/size) 3=254/0-5-8, 2=445/0-5-8, 4=72/0-3-8
Max Horz 2=94(load case 4)
Max Uplift3=-71(Ioad case 2), 2=-50(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=15, 2-3=85
BOT CHORD 2-4=0
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
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 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
2) Alf plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint 3 and 50 Ib uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria. -
LOAD CASE(S) Standard
o rus•s cuss ype - Y ry - - ---
00-0011 J-7D MONO TRUSS 1 1
-- - ., . .._
:T=~,~. _~:--~- T, a -, ~ era-r~a~rs=na-~rn`rr-a~~
3-11-7 7-6-0 ~ Scale = 124.9
3-11-7 3-6-9
2x411
c%~
~~
0
, 3-11-7 ~ 7-6-0 _~
3-11-7 3-6-9
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Ptates Increase 1.15 TC 0.28 Vert(LL) -0.02 1-5 >999 M20 197/144
TCDL 7.0 ~ Lumber Increase 1.15 BC 0.63 Vert(TL) -0.03 1-5 >999
BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 4 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft = 360 Weight: 32 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-10-6 on center purlin spacing, except end
8OT CHORD 2 X 6 SPF No.2 verticals.
WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
REACTIONS (Ib/size) 1=1122/0-5-8, 4=1122/0-5-8
Max Horz 1=145(load case 3)
Max Upliftl=-111(load case 2), 4=-148(load case 3)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=-1204, 2-3=0, 3-4=-126
BOT CHORD 1-5=1081, 4-5=1081
WEBS 2-5=856, 2-4=-1233
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 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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1 and 148 Ib uplift at joint 4.
4) 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: 1-5=-237.4, 4-5=-237.4, 1-2=-74.0, 2-3=-74.0
o ~ nrss toss ype Y Y
00-0011 M-1 ROOF TRUSS 6 1
- ---- - irv~~~~~-u aaa~n'o n ~~1~eFnPC-Tnr-TiiP-.lan~8II8~2[SiT~001:T age4
-1-2-8 2-0-0
1-2-8 2-0-0
v
0
Scale = 1:8.2
i/
2-0-0 ,
2-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deFl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.01 1-2 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/dell = 360 Weight: 6 Ib
LUMBER
TOP CHORD 2 X 4 5PF No.2
BOT CHORD 2 X 4 SPF No.2
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 3=42/0-5-8, 2=212/0-3-8, 4=1910-3-8
Max Horz 2=42(load case 4)
Max Uplift3=-4(load case 2), 2=-59(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=33, 2-3=-41
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 I, 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
2) All plates are M20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint 3 and 59 Ib uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
o Nss -- Truss Type-- Y Pr-- ----- -
00-0011 T-1 ROOF TRUSS 4 1
5-10-4 41-8-8
5-10-4 5-10-4
5x5.
0
M
0
~l
5-10-4 _ 11-8-8
5-10-4 5-10-4
, 12-11-0 ale = 1:23.5
1-2-8
LOADING (psf), SPACING 2-0-0 CSI DEFL (in) (loc) I/deFl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.02 5 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.04 1-5 >999
BOLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 3 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 34 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2
BRACING
TOP CHORD Sheathed or 5-5-4 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
REACTIONS (Ib/size) 1=537/0-3-8, 3=637/0-5-8
Max Horz 1=-15(load case 2)
Max Upliftl=-31(load case 4), 3=-78(load case 4)
FORCES (Ib) -First Load Case Oniy
TOP CHORD 1-2=-620, 2-3=-620, 3-4=7
BOT CHORD 1-5=559, 3-5=559
WEBS 2-5=114
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 31 Ib uplift at joint 1 and 78 Ib uplift at joint 3.
5) This truss has been designed with ANSIfTPI 1-1995 criteria.
LOAD CASE(S) Standard
o cuss toss ype Y Y
00-0011 T-2 QUEENPOST 3 1
,,a,.n-~..,.,,
-1-2-8, 6-2-11 11-6-0
1-2-8 6-2-11 5-3-5
N
V
U1
} 16-9-5 ~- 23-0-0 S~-p2-81:43.4
5-3-5 6-2-11 1-2-8
5x5=
3x10= 3x5=
11-6-0 _ 23-0-0
11-6-0 11-6-0
LOADING (psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TOLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.09 9 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.53 2-9 >513
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.05 6 n/a
BCDL 10.0 Code BOCA/A NS195 1st LC LL Min I/deft = 360 Weight: 78 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF 1650E 1.5E
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=1167/0-5-8, 6=1168/0-5-8
Max Horz 2=-11(load case 2)
Max Uplift2=-109(load case 4), 6=-109(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=7, 2-3=-1705, 3-4=-1289, 4-5=-1289, 5-6=-1705, 6-7=7
BOT CHORD 2-9=1539, 8-9=1539, 6-8=1539
WEBS 3-9=-393, 4-9=588, 5-9=-393
BRACING
TOP CHORD Sheathed or 3-7-15 on center purlin spacing.
BOT CHORD Rigld ceiling directly applied or 10-0-0 on center bracing.
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 1091b uplift at joint 2 and 109 Ib uplift at joint 6.
5) This truss has been designed with ANSI/TPf 1-1995 criteria.
LOAD CASE(S) Standard
o - mss toss ype P y
00-0011 T-3 ROOF TRUSS 11 1
-1-2-8 , 5-6-9 10-0-0
1-2-8 5-6-9 4-5-7
145-7
4-5-7
20-0-0 St~e2=81137.7
5-6-9 1-2-8
5x5.
0
10-0-0
10-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TOLL 30.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0:08 8 >999 M20 197/144
TCDL 7.0" Lumber Increase 1.15 BC 0.89 Vert(TL) -0.34 6-8 >690
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 6 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft = 360 Weight: 66 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
BRACING - -
TOP CHORD Sheathed or 4-1-4 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
REACTIONS (Ib/size) 2=1026/0-3-8, 6=1027/0-3-8
Max Horz 2=-10(load case 2)
Max Uplift2=-100(Ioad case 4), 6=-100(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=16, 2-3=-1592, 3-4=-1177, 4-5=-1177, 5-6=-1592, 6-7=16
BOT CHORD 2-8=1460, 6-8=1460
WEBS 3-8=-416, 4-8=563, 5-8=-416
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 fl 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 100 Ib uplift at joint 2 and 100 Ib uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
20-0-0
10-0-0
LOAD CASE(S) Standard
3x5= 3x10- 3x5-