HomeMy WebLinkAbout06010126 Misc.
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REP AIR: Apply one~" long by $e, "
tall gusset of 3f4" AP A rated CDX
Plywood or OSB to each side of joint
G-- as shown with face grain
It.......u-"kl . Nail the gussets with '
lOd common nails. Use the number of
nails shown in each side of each truss \
member. J
,b
Trnss
Truss Type
OREES\HAR KE\H\DRHA 085
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t /fiT ..:xJ /-P- ~"',. Co
JobRefereoce onal
6_200 s Jul13 2005 MITek lodu&tries,loc. <42:56 2006 Page 1
RHAG065
F1
H'P
;lockBuild(lg SupplV. Franldin IN 46131
-9- 2
0-9-12
6-4-14
6-4-14
12-4-14
6'()-O
20.10-10
8-5-12
26-10-10
6-0-0
e,,7J.lT20=
t.ilt6 MT20=
6(6l0lJ-0
o
e
S.SMT20'i
8_00[12
5K8MrzO~
I <\:: ~/t".b
GI'<"'--"
<; ct;;
,
j^
,
2X4MT20II
4d;MT20=
K ,
3x10MT20= 3.0;6MT2C=
6e Tlb-H-<)
&Ii' Aft-"J V
4>l6MT20=
N
2x4MT2011
" L
3l<6MT20= 3~(MT20=
wssE'f'S ~....
AG-A,""'" Th€
26-10-10
6-0-0
33-3-8
6-4-14
-----I
6-4-14 12-4-14 20-10-10
6-4-14 6-0-0 8-5-12
Plate Offsets X Y}: IB:O-O-O""O.O-41. IC:O--4-Q 0_3""1,10:0_3+13 Edael IF:O-4-0 Q-3-4UG:O-o-o 0-0-41
LOADING (pst) ISPACING 2-0-0 T CSI 1
TCll 20.0 Plates Increase 1.15 TC 0.50 I
TCOl 10,0 lumbeflnaease 1.15 BC 0.40 j
BCll 0.0 Rep Suess IIla' YES 1NB 0.28
i ~?~:____~:~__~~_.. ..___~~~: ~~C.200:.rr!~~~~ (Matrix)
LUMBER 4) This truss hfl.S been designed lor a 100 psI bottomdlOrd !I~-
TOP CHORD 2 X 4 SYP No, 1 load noncollC.urrent with any other live loads
BOT CHORD 2 X 4 SYP No.1 5) Provide medlaoical connection (by others) or truss to bearing
WEBS 2 X 4 SYP No,2 'Except. plate capable of withstanding 32~j Ib uplift at joint Band 325lb
W1 2 X4 gyp No.3. W4 2 X4 SYP No.1 upliflafjointG
Wl 2 X 4 SYP No.3 6} This tNSS Is desIgned in accor<iance with the 2003 Intematioll81
Residential Code sections R502.11.1 and R002.10.2 and
referenced standard ANSlrrPI 1.
7) Design assumes 4.>2 (flat orierltation) purllns at oc spadng
indicated, fastened to truss TC wi 2-1Od nals,
8) If the negative reactions shown on !he ''Max Uplift'" line 01 the
'"REACllONS" section of this drawing are fOf load cases 3. 4. 5
,6,7,8. or 9lhen they are the result ofwlnclload cases Md the
"prov'ode mechanical connection'. .~ to R.. wtthstand XXX tb
Ulllifl . : note iIllhe "NOTES~ sectiOfl of this drawing may be
disregarded ...m(!re a dlad of the building code roof tie.down
section does flot result in the requirement or roof ties
9) All continuous lateral braces must be restrained to pre-..ent
lateral movement or the brao> if all brarel:l members bud<;le In
the same direction. See BCSI-1 Building Component Safely
lnfonnation and buildinO deslgner reqWements.
DEFL
Vert(ll)
Vert(Tlj
HQrz(Tl)
'n
-0.13
-0.30
0.07
(Ioe)
K-L
K.L
G
Udclt
>999
>99'
n"
Ud
240
,"0
n"
PLATES
MT20
___L Welgtlt: 1841b
GRIP
244f190
\\\\11111"'11
",'\'~ \.... HE/N."'~~I'I'
~' ~"\' .......... &,A' _ I'~
;f ~<() ......0'5 T EFiS:....~f7"9. ..~
;:- 0 /~<<; 0 " 't- '"
.:: .." "\ ~
: ..., ! No. \-=
~ \ 60910419 ~) ~
~ \, STATE OF / :
,. ..'
~ ~~..!NOIA~!:""'& .f 7'
"1'"/~~SiONP.C ~","~
"",,~\\"
Y lU~'l\)1\)\)\i
BRACING
I TOP CHORD
Structural wood sheathing directly applied or 4-5-11 oc put1ins,
.""pt
2..{l_Oocpurlins(S-4-14max,j:O-E
BOT CHORD
Rigid celkng directly applied or 10-0-0 DC bracing.
WEBS
I Row at midpt
O.K
REACTIONS
8
G
Max"""
B
Max Uplift
8
G
(lblsize)
124610-3.8
124510-3-8
-263(load case 4)
LOAD CASE(S)
Standard
_325(IOadcase 6)
-325(IOad case 7)
FORCES (Ib) _ Maldmum CompressionfMa>dmUm Tension
TOP CHORD
A-B 0/26
CoD " _1465f537
E-F := _14651537
G-H := 0126
sm CHORO
B-N
L-M
J.K
G./
"",BS
C-N 01192
D-l =- _90/398
[-K =- -68/398
\ F-l " Of192
NOTES (8-9)
1) Unbalanced roof li~ loads have been OJnsidered for this design,
\ 2) 'Nind: ASCE 1-02; OOmph; h=26n; TCDl:=G.Opsf; BCDl"'3.6pst
Category II: Exp C: endosed; MVlJ'FRS gable end zone and C-C
ExtenOf(2) zone; cantilever left and right eJPOsed ; Lumber
DOl:=1.60 plate grip OOl:=1.60. This truss isdestgned for C-C for
members and forces, and for MVVfRS for reactions specified.
3) Provide adequate draInage to prevent water ponding.
B-C
O.E
F.G
_1648/553
_1149/511
_\6481553
_354/1437
_35411436
-32411435
_32311437
M-N
K-L
'-J
-354/1436
_270/1149
_32411435
C.L
O.K
FK
" -355f248
" _161/162
" _354/248
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