38B-120 (4) Job, Truss Truss Type Qty Ply Wright Hill 11
07102528_REPI H01 HIP 2 1
Job Reference(optional)
Universal Forest Products,Belchenown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:05:09 2008 Page 1
-1-4-0 8-0-0 14-0-0 20-0-0 28-0-0 29-4-0
1-4-0 6-0-0 6-0-0 8-0-0 1-4-0
" Scale=1:49.9
TWO 16 DIA.HOLES DRILLED THROUGH
BOTTOM
CHORD
CHORD OF ONE(1)"H01"TRUSS AND
THREE(3)3/4"DIA.HOLES DRILLED THROUGH
5x8 II BOTTOM CHORD OF ANOTHER(ALL HOLES ARE
3x4= LOCATED AT MID-DEPTH).
4 5 5x8 II
5zzz , 6
6.00 F12
W2
3 7
1 20'-0"(SEE E 2 BELO ) 4
14'-0"(SEE TE 1 ) i
1 2 8 9 1q
62
4x4 4x4 G 4x4 4x4
X8 II 8'-4" 12 73x1.
10 6x8 II
3x4= 3x4E HOLES SHA ED BY TWO(2)"H01"TRUSSES
9-4-0 18.8-0 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets(X,Y): 2:0-5-14,Edge], 8:0-5-14,Edge]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TOLL 36.5 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 10-12 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 1.00 Vert(TL) -0.42 10-12 >807 240 M1120H 148/108
BCDL 10.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.13 8 n/a n/a
BCLL 0.0
BCDL 10.0 Code ISC2003/rP12002 (Matrix) Weight:125 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2*Except` TOP CHORD Sheathed or 3-3-14 oc purlins,except
T2:2 X 4 SPF No.2 2-0-0 oc pudins(2-8-15 max.):4-6.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-0 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 6 SPF No.2 4-6-11,Right 2 X 6 SPF No.2 4-6-11
REACTIONS (Ib/size) 2=1767/0-5-8,8=1767/0-5-8
Max Horz 2=-64(LC 6)
Max Uplift2=-181(LC 8),8=-181(LC 9)
Max Grav 2=2229(LC 2),8=2229(LC 3)
FORCES (lb)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3150/709,3-4=-2850/732,4-5=-2699/744,5-6=-2699/744,6-7=-2850/732,7-8=-3149!709
BOT CHORD 2-12=-472/2552,11-12=-600/2995,10-11=-600/2995,8-10=-472/2552
WEBS 4-12=-28!790,5-12=-831/168,5-10=-831/168,6-10=-28/790
NOTES
1)Wind:ASCE 7.02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Extenor(2)zone;C-C for members and
forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C,Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5:psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)All plates are MT20 plates unless otherwise indicated.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 2 and 181 Ib uplift at joint 8.
9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S) Standard
r.
REPAIR FOR 3/4"DIAMETER HOLES DRILLED THROUGH THE BOTTOM CHORD:
1
NOTE 1:ON THE TRUSS CONTAINING TWO(2)HOLES,SCAB A 2x4 x 14'-0"LONG
#2 GRADE SPF ON ONE FACE OF THE TRUSS,AS SHOWN ABOVE. ATTACH TO
THE BOTTOM CHORD WITH TWO(2)ROWS OF 10d NAILS AT 8"C/C SPACING.
NOTE 2: ON THE TRUSS CONTAINING THREE(3)HOLES,SCAB 20'IN LENGTH OF
#2 GRADE SPF 2x4'S ONTO ONE FACE OF THE TRUSS(LENGTHS OF 2X4'S MAY
VARY AS LONG AS 20'TOTAL IS ACHIEVED). ATTACH TO THE BOTTOM CHORD 'S
WITH TWO(2)ROWS OF 10d NAILS AT 8"C/C SPACING. JUS 'H W. n
**3/4"DIAMETER HOLES MATCHING THOSE IN THE BOTTOM CHORD MAY CHANDLER A�
ALSO BE DRILLED THROUGH THE SCAB(S)ONCE APPLIED. STNa 47462
No 47462
2
NOTE: This repair is based on information provided by FSsrcaAt.
others. Field verification of conditions and inspection 8/4/08
of finished repairs is by others.
W M1VIPl puke«yuvemenu.R ype ahuwn anJ cm,"ee 16. �
Unite iii Forest Prr)dul
of MivJwl web mcmbeu
-1,-d i
" m d I--- Y Y ,R
(IIISI, Y I,-IPi6"Jib•a+[Jc4vwY."a and MaviryavailaN.ft.MTCw anJ hu"P6"Inanuu.
Job' Truss Truss Type qty772
Wright Hill II
0710252B_REP7
-Trus
HIP 2
ob Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:03:56 2008 Page 1
-1.4-0 6-0-0 14-0-0 22-0-0 28-0-0 29-4-0
1-4-0 6-0-0 8-0-0 8-0-0 6-0-0 1-4-0
Scale=1:49.9
6x6=
3z4= 6x6=
6.00 F12 4 6 6
3 1 7
W W3 W
1
2 8
1
5x6\\
//
8x12= 13 14 12 15 11 16 17 18 10 19 20 5x6 8x12=
5x6\\ 8x8= 5x12 MT18H= 8x8= 5x6
9-4-0 1&-8-0 28-0-0
9-4-0 94-0 9-4-0
Plate Offsets(X,Y): 2:0-0-1,0-3-14 4:0-4-0,0-3-0 6:0-4-0,0-3-0 8:0-0-1,0-3-14
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TOLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.31 10-12 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.87 Vert(TL) -0.47 10-12 >713 240 MT18H 197/144
BCLL BCDL 10.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.10 8 n/a n/a
BCDL 10.0 Code IBC20037rP12002 (Matrix) Weight:279 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins,except
BOT CHORD 2 X 6 SPF 210OF 1.8E 2-0-0 oc purlins(4-0-1 max.):4-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
SLIDER Left 2 A 4 SPF No.2 3-4-6,Right 2 X 4 SPF No.2 3-4-6
REACTIONS (Ib/size) 2=4331/0-5-8,8=4324/0-5-8
Max Horz 2=51(LC 7)
Max Uplift2=-714(LC 7),8=-713(LC 8)
Max Grav 2=4851(LC 2),8=4844(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-8029/1261,3-4=-7833/1276,4-5=-9751/1618,5-6=-9751/1619,6-7=-7832/1276,7-8=-8028/1261
BOT CHORD 2-13=-1106/6878,13-14=-1106/6878,12-14=-1106/6878,12-15=-1736/10618,11-15=-1736)10618,11-16=-1736/10618,16-17=-1736/10618,
17-18=-1736/10618,10-18=-1736/10618,10-19=-1059/6876,19.20=-1059/6876,8-20=-1058/6876
WEBS 4-12=-708/4327,5-12=-1357/251,5-10=-1357/251,6-10=-709/4330
NOTES
1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows:
Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise);Lumber DOL=1.60 plate grip DOL=1.33
4)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1
5)Unbalanced snow loads have been considered for this design. 2
6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)All plates are MT20 plates unless otherwise indicated.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 Ib uplift at joint 2 and 713 Ib uplift at joint 8.
11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIfTPI 1.
12)This truss design allows for the following max.bolt holes along the member c/lines spaced a min..of 0-6-0 apart:0.750in In the bottom chord.
13)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails.
14)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 6-0-6 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),J01 GR(1
ply 2 X 6 SPF) to front face of bottom chord.
15)Use Simpson Strong-Tie LU24(4-1 Od Girder,2-10dxl 1/2 Truss)or equivalent spaced at 2-0-0 oc max,starting at 8-0-12 from the left end to 19-11-4 to connect
truss(es)JOt(1 ply 2 X 4 SPF) to front face of bottom chord.
16)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 21-11-10 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),
J01 GR(1 ply 2 X 6 SPF) to front face of bottom chord.
17)Fill all nail holes where hanger is in contact with lumber, pL\� hSS
LOAD CASE(S) Standard ti' `90y
1)Snow:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf) JOS 'H W.
Vert:1-4=-97,4-6=-97,6-9=-97,2-8=-20 CHANDLER '-�
Concentrated Loads(lb) STRUCTURAL. rn
rn
Vert:11=-415(F)13=-1109(F)14=-415(F)15=-415(F)16=-415(F)17=-415(F)18=-415(F)19=-415(F)20=-1109(F) No.47462
Q'
�SS70ALf;
t:) hers.
E: This repair is based on information provided by
Field verification of conditions and inspection 8/4/08
pairs is by
t=uiversol Forest Products
Peas w... I
1'F9 ,bv.on Y+�J n pemun,d p Bu e
iB 1 r t J i Y a,m dd pa.Jcde hm,WTCA mJ huu Ph,e NWm,� �r �w.8
Job Truss Truss Type Qty Ply Wright Hill II
0710252B REP1 Tot COMMON 4 1
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 - 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:07:08 2008 Page 1
-1-4-0 6-1-12 14-0-0 21-104 28-0-0 29-4-0
1-4-0 6-1-12 7-10-4 7-10-4 6-1-12 1-4-0
5x10 11 Scale=1:54.3
FIVE(5)3/4"DIA.HOLES DRILLED THROUGH
6.00 12 g THE BOTTOM CHORD AT MID-DEPTH.
**TWO(2)"H02"TRUSS CONTAIN SIMILAR
H E CONDITIONS. SEE NOTE BELOW**)
4x6 i
4
2x4\\
5 W 3 7 �
4
3 9
1 W
2 10
1 11 6
4x4 i 4x4 i I�
LLI
4x4 J 4x4
e 11 3'-11" 14 13 12 6x8 II
-3„ 3x4= 3x6= 3x4=
12'-0" 4
17'-6"
Plate Offsets(X,Y): [2: -5-14,Edge],[10:0-5-14 Edge]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TOLL 38.5 Plates Increase 1.15 TC 0.68 Vert(LL) -0.12 12-14 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.86 VertL) -0.35 12-14 >965 240
TCDL 10.0 Rep Stress Incr NO WB 0.31 Horz TL) 0.10 10 n/a n/a
BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:137 lb
BCDL 10.0 9
LUMBER 13RACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-1-9 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Lett 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6
REACTIONS (Ib/size) 2=1767/0-5-8,10=1767/0-5-8
Max Horz 2=107(LC 7)
Max Uplift2=-220(LC 8),10=-220(LC 9)
Max Grav 2=1957(LC 2),10=1957(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2772/827,3-4=-2495/842,4-5=-2243(759,5-6=-2097/788,6-7=-2097/788,7-8=-2243!7'59,8-9=-2495/842,9-10=-2770/827
BOT CHORD 2-14=-595/2262,13-14=-295/1576,12-13=-295/1576,10-12=-595/2262
WEBS 4-14=-740/316,6-14=-160/847,6-12=-160/847,8-12=-740/316
NOTES
1)Wind:ASCE 7-02;100mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exledor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.$psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 Ib uplift at joint 2 and 220 Ib uplift at joint 10.
7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
,`are .
AMETER HOLES DRILLED
a
THROUGH THE BOTTO S ED ABOVE.
THIS TRUSS PASSES THE DESIGN CODE CHECK A S.
**NOTE: LIKEWISE,NO REPAIR IS REQUIRED OR H02 TRUS ES WITH SIMILA
HOLE CONDITIONS.
�PyCK� azgs�
oy
JOS W.
CHANDLER
STRUCTURAL.
:n
No.47462
Q'
aO fiCIS'I'f.:YY�\��4
OTE: This repair is based on information provided by 8/4/ 8
o hers. Field verification of conditions and inspection
o pairs is by
wwnNsirtri,d
.rmir�� n
:mww,� w g tIITErsil Forest llt,o ucls
` w - mer
CCAcv
..,t.:..
Job =-11
Truss Type Oty7_1
Wright Hill II
0710252B_REP1 HIP 2
Job Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Fri Aug 01 13:34:582008 Pagel
-1.4-0 6-1-12 12-0-0 16-0-0 21.10-4 28-0-0 29-4-0
1-4-0 6-1-12 5-10.4 4-0-0 5-10-4 6-1-12 1-4-0
Scale=1:50.2
4x8=
5x8-_ THREE(3)3/4"DIA.HOLES DRILLED THROUGH
5
THE BOTTOM CHORD AT MID-DEPTH
6
6.00 rl2 1
2x4
4 W W3 4
4-0-0
0
3 1 W 8 m
2 g
1 1014
5x6�5x6 i 5x6 5 6-11
12 II 3.11.0 13 12 11 6x12 II
12-0-0 3x8= 3x6= 3x4=
260600
9-4-0 9.4.0 9-4-0
Plate Offsets X Y: 2:0-8-1 Ede [5:0-4-0.0-1-151.16:0-4-0,0-1-151, 9:0-8-1 Ed e
T (psf)
CLL 38.5 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
(Ground Snow=55.0) Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240
BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:129 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-2-6 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4-2-11 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13
REACTIONS (Ib/size) 2=176710-5-8,9=1767/0-5-8
Max Horz 2=-94(LC 6)
Max Uplift2=-209(LC 8),9=-209(LC 9)
Max Grav2=2064(LC 2),9=2064(LC 3)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2874/771,3-4=-2687/800,4-5=-2372/758,5-6=-1900/708,6-7=-2371/758,7-8=-2687/800,8-9=-2872/771
BOT CHORD 2-13=-555/2311,12-13=-337/1751,11-12=-337/1751,9-11=-555/2311
WEBS 4-13=-502/266,5-13=-114/512,6-13=-510/514,6-11=-114/605,7-11=-502/266
NOTES
1)Wind:ASCE 7-02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Cl=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint 2 and 209 Ib uplift at joint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails,
LOAD CASE(S)Standard
`REPAIR FOR 3/4"DIAMETER HOLES DRILLED THROUGH BOTTOM CHORD:
SCAB A 4'-0"LONG#2 GRADE 2X4 ON ONE FACE OF THE TRUSS,FITTED FLUSH
WITH THE END CONTAINING THE HOLE LOCATED AT 26'-6',AS SHOWN ABOVE.
ATTACH TO THE BOTTOM CHORD WITH TWO(2)ROWS OF 10d COMMON NAILS
AT 4"SPACING. gyp`' �S4y
NOTE: 3/4"DIAMETER HOLE MATCHING THE ONE IN THE BOTTOM CHORD MAY Jos
ALSO BE DRILLED THROUGH THE SCAB ONCE APPLIED. CHANDLER w
STRUC,-f.F AIL
No 47462
4
�SS''0 Lt
NOTE:This repair is based on information provided by 8/4/08
others. Field verification of conditions and inspection
of finished repairs is by others.
b ,atl pa 5 I 1' - 114 aavm ,m
m,a&WWI`W'w, , popnN W when
am, f `IIIE6CSi1'Forest 6"LldUl'.tS
Job Truss Truss Type Qty Ply Wright H�ren..
D710252BREP1 H03HIP 2 1Job Refeal
Universal Forest Products,Belchertown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Fri Aug 01 13:34:58 2008 Page 1
1-4-0 6-1-12 1 12-0-0 16-0-0 21-10-4 28-0-0 294-0
1-4.0 6-1-12 5-10-4 4G0-0 5-10-4 6-1-12 1-4-0
Scale=1:50.2
4x8= TWO(2)3/4"DIA.HOLES DRILLED THROUGH
5x8= THE BOTTOM CHORD AT MID-DEPTH.
5 6
6.00 12
2x4\\
2x4
4 W W3 4 7
N
O
f0
3 1 W 8
2 9
1 10``9
Bi
to
5x6 i 5x6 i 13 12 5x6-15x6 l
12 I I 8'-3" 11 6x12 11
3x8= 3x6=
3x4=
17'-6"
9-4-0 19,-8-0 28-0-0
9-4-0 9.4-0 9-4-0
Plate Offsets(X,Y): [2:0-8-1 Edge] [5:0-4-0,0-1-15].[6:0-4-0,0-1-151,[9:0-8-1 Edge]
LOADING(psf) 38.5 SPACING 2-0-0 CSI DEFL in (loc) I/deg Ud PLATES GRIP
(Ground Snow=55.0) Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240
BCDL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:129 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-2-6 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4-2-11 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13
REACTIONS (Ib/size) 2=1767/0-5-8.9=1767/0-5-8
Max Horz 2=-94(LC 6)
Max Uplift2=-209(LC 8),9=-209(LC 9)
Max Grav 2=2064(LC 2),9=2064(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2874/771,3-4=-2687/800,4-5=-2372/758,5-6=-1900!708,6-7=-2371/758,7-8=-2687/800,8-9=-2872/771
BOT CHORD 2-13=-555/2311,12-13=-337/1751,11-12=-337/1751,9-11=-555/2311
WEBS 4-13=-502/266,5-13=-114/512,6-13=-510/514,6-11=-114/605,7-11=-502/266
NOTES
1)Wind:ASCE 7-02,100mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.9 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint 2 and 209 Ib uplift at joint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S)Standard
N �OW
THIS TRUSS PASSES THE DESIGN CODE CHECK AS-IS.
JOS ' W.
CHANDLER
S'IRUC IURAL `I
rn
No.47462
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OTE: This repair is based on information provided by 8/4/08
o hers. Field verification of conditions and inspection
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