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DESIGN FOR TYPICAL GABLE END
TRUSS
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TAP CHORD 2x ti 32 1" 30-10-1 9"
StaTTOM CMD. 6 B 3 3 30-140
0 1 1
Wes MEMBERS I eN WANDARD OR STUD ORA08 H[M FIR. #I HIM -
1
df
PEAK JOINT'DETAIL AN B•
2x6 R5.6X6.0.T56 36' e• 2.0 6.0, 6
Fi 2X6 R4,8X6.0,T56 30' 0. 2.0 6.0, 6
iJ
,,I ^ 2X4 R4.8X6.0.756 35'11. 2.5 6.0, 6
2X4 R4.OX4.5,T44 30' 0" 1.5 4.5, 4
12 3.00
AI •
,.
OFF PANEL POINT SPLICE (T2)
216 R4.OX4.5,T44 TO 36' 8"
2X4 R2s4X4.5eT2.5/4 TO 3541:'
PANEL POINT SPLICE (TJ2)
2X6 R4.SX6a0,T56.TO 36' 89
2X4 R4.OX4.5+,T54TO 35'11"
NO SPLICE
R1.6X3.OsT3/1.5 TO 361 8•
R1.6X3.0,T31. TO 30' 0-
TJ2
1.5" MIN(Spl.) Tt
equal
OINLRAL MOTU: IuN... am.n.r..p.ca.a1
0 0 F 1690 F t450 Fi iPnO F 1. wt4a.non a away tM r.eparbry a er Pa come
3 6 ' 8 " i'. w .awi'=rri m inNaiopn a uipw ori~otna wrw F►�' �i''�.
1- 31 ' 2' 29' 3" 27 ' 5; e: °Da pn" ..w^w kd bW.e O tl aoaau.Ojtw°';°:°:o•aaat��
0. amm" "10 L/720 M"a"n MW&U 1
/. Aapuw h•nep. r N..urno0.
8" 34' 3 30 }' 25 7 e. tdNan.r.au.bW�pNOrq•rwNMrNrn• '
F. NnpNa a INur.l pNNr9 rea.rrrn.n0a0 rM. aa.rn••
.. 10 lLrq W DIpW OMW�OwW tldr0r0+
5FAN 10 35- Tw SPACED 24.0" O.C. ^
3.0912 PITCH 4/3 CONFIGURATION
LL+DL ON ROOF z 28.0'PSF
OL ON CEILING z 10.0 PSF a
TOTAL DESIGN LOAD = 38.0 PSF a
" 5 PSF CEILING REDUCTION TAKEN#
AXIAL STRESS ONLY
LOAD DURATION INCREASE = 1.25
MAXIMUM TRUSS MEMBER FORCES REACTION= 1188
T 1 -3568 8 1 3462 w 1 -601 w 2 864
T 2 -3108 8 2 2322
0�• � u1t 4 : .
`gyp\P FROr � .�j PFUif.
� y 4'N f1U ty oy S;•Pt ('tNFlq\S\moi.
I r 2963
atLa c
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vLu J
S
,i �' �• - -- --1.Cluaron4
r• . --Ns. 3395
t, l B2 g1 _-a i� 7070 .?. - 11m11 R.
BJ2 3 EQUAL PANELS BOTTOM CHORD ,!� ••••••o..?°'' - ,
SPAN TC30 8 ff a
PANEL POINT SPLICE (BJ2) U -FIR SPRUCE -PINE -FIR Otto a.aorLuron.f
R4.8X7.S,T58 TO.361 80. R2.4X9.0 TO 36' 8" R3.2X9.0 TO 36' 8"
c R4.8X6.0.T56 TO 30' 0• R2.4X7.5 TO 33' 2" R3.2X7.5 TO 32' 2•
R4.OX6.'O,TS4 TO 241 0" R2.4X6.0 TO 26' 9" R2.4X9.0 TO 28' 8°
NO SPLICE R2.4X4.5 TO 20' 4" R2.07.5 TO 24' 5" !'Ofon,L��,FRO•`�s
ar R2.4X4.5,T34 TO 361 8" R2.4X6.0 TO 191 9" : �au`o°
R2.4X4.5,72.5/4 TO 301 0" j
a ..o.,�
)L C R2.4X3.0,T2.5/4 TO 24' 0" DOUG -FIR SPRUCE -PINE -FIR a+ if„�
:_w T38 TO 36' 80 T310 TO 36� 8N[LDNAr +8 i/4- .,
T2.5/8 TO 31 2 T38 TO 34 7 , ",, ”
;��j ,ri• 72.5/6_ TO 23' 84 T2.5/8 TO 291 01, rnb 1•(i,«.
OFF PANEL POINT SPLICE (62) T2.5/4. TO 16' 1" 72.5/6 TO 22' 0" '°^°
R2.4X6.0.136 TO 361 8• T2.5/4 TO 15' 0"____- _... —..
�^ R2.4X6.0034 TO 30' 0• w`
;About41 R2.4X4.S.T2.5/4 TO 2 09
CentAne dhi..
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r
ICI k`.' i s' ,�xTt` i ''ui` I bw ' :;�;'":9•r.. } (?'`r 7"srt)T. °'y al{,�3f' ...`, 6
TAP CHORD 2x ti 32 1" 30-10-1 9"
StaTTOM CMD. 6 B 3 3 30-140
0 1 1
Wes MEMBERS I eN WANDARD OR STUD ORA08 H[M FIR. #I HIM -
1
df
PEAK JOINT'DETAIL AN B•
2x6 R5.6X6.0.T56 36' e• 2.0 6.0, 6
Fi 2X6 R4,8X6.0,T56 30' 0. 2.0 6.0, 6
iJ
,,I ^ 2X4 R4.8X6.0.756 35'11. 2.5 6.0, 6
2X4 R4.OX4.5,T44 30' 0" 1.5 4.5, 4
12 3.00
AI •
,.
OFF PANEL POINT SPLICE (T2)
216 R4.OX4.5,T44 TO 36' 8"
2X4 R2s4X4.5eT2.5/4 TO 3541:'
PANEL POINT SPLICE (TJ2)
2X6 R4.SX6a0,T56.TO 36' 89
2X4 R4.OX4.5+,T54TO 35'11"
NO SPLICE
R1.6X3.OsT3/1.5 TO 361 8•
R1.6X3.0,T31. TO 30' 0-
TJ2
1.5" MIN(Spl.) Tt
equal
OINLRAL MOTU: IuN... am.n.r..p.ca.a1
0 0 F 1690 F t450 Fi iPnO F 1. wt4a.non a away tM r.eparbry a er Pa come
3 6 ' 8 " i'. w .awi'=rri m inNaiopn a uipw ori~otna wrw F►�' �i''�.
1- 31 ' 2' 29' 3" 27 ' 5; e: °Da pn" ..w^w kd bW.e O tl aoaau.Ojtw°';°:°:o•aaat��
0. amm" "10 L/720 M"a"n MW&U 1
/. Aapuw h•nep. r N..urno0.
8" 34' 3 30 }' 25 7 e. tdNan.r.au.bW�pNOrq•rwNMrNrn• '
F. NnpNa a INur.l pNNr9 rea.rrrn.n0a0 rM. aa.rn••
.. 10 lLrq W DIpW OMW�OwW tldr0r0+
5FAN 10 35- Tw SPACED 24.0" O.C. ^
3.0912 PITCH 4/3 CONFIGURATION
LL+DL ON ROOF z 28.0'PSF
OL ON CEILING z 10.0 PSF a
TOTAL DESIGN LOAD = 38.0 PSF a
" 5 PSF CEILING REDUCTION TAKEN#
AXIAL STRESS ONLY
LOAD DURATION INCREASE = 1.25
MAXIMUM TRUSS MEMBER FORCES REACTION= 1188
T 1 -3568 8 1 3462 w 1 -601 w 2 864
T 2 -3108 8 2 2322
0�• � u1t 4 : .
`gyp\P FROr � .�j PFUif.
� y 4'N f1U ty oy S;•Pt ('tNFlq\S\moi.
I r 2963
atLa c
�/ r
vLu J
S
,i �' �• - -- --1.Cluaron4
r• . --Ns. 3395
t, l B2 g1 _-a i� 7070 .?. - 11m11 R.
BJ2 3 EQUAL PANELS BOTTOM CHORD ,!� ••••••o..?°'' - ,
SPAN TC30 8 ff a
PANEL POINT SPLICE (BJ2) U -FIR SPRUCE -PINE -FIR Otto a.aorLuron.f
R4.8X7.S,T58 TO.361 80. R2.4X9.0 TO 36' 8" R3.2X9.0 TO 36' 8"
c R4.8X6.0.T56 TO 30' 0• R2.4X7.5 TO 33' 2" R3.2X7.5 TO 32' 2•
R4.OX6.'O,TS4 TO 241 0" R2.4X6.0 TO 26' 9" R2.4X9.0 TO 28' 8°
NO SPLICE R2.4X4.5 TO 20' 4" R2.07.5 TO 24' 5" !'Ofon,L��,FRO•`�s
ar R2.4X4.5,T34 TO 361 8" R2.4X6.0 TO 191 9" : �au`o°
R2.4X4.5,72.5/4 TO 301 0" j
a ..o.,�
)L C R2.4X3.0,T2.5/4 TO 24' 0" DOUG -FIR SPRUCE -PINE -FIR a+ if„�
:_w T38 TO 36' 80 T310 TO 36� 8N[LDNAr +8 i/4- .,
T2.5/8 TO 31 2 T38 TO 34 7 , ",, ”
;��j ,ri• 72.5/6_ TO 23' 84 T2.5/8 TO 291 01, rnb 1•(i,«.
OFF PANEL POINT SPLICE (62) T2.5/4. TO 16' 1" 72.5/6 TO 22' 0" '°^°
R2.4X6.0.136 TO 361 8• T2.5/4 TO 15' 0"____- _... —..
�^ R2.4X6.0034 TO 30' 0• w`
;About41 R2.4X4.S.T2.5/4 TO 2 09
CentAne dhi..
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