HomeMy WebLinkAbout05060053-Truss Info RYLAND HOMES STANDARD SECTION
8-INCH, 8' BASMENT WALL WITH REINFORCING STEEL
BRICK CONSTRUCTION
0 2 WALL SECT!ON
SIDING CONSTRUCTION
01 WALL S_ ECTION
TYPICAL WALL SECTIONS
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317-581-885~ p.2
TYPICAl, ~ ~LAIN ~RETE BASEMENT WALL
¥,~,~BER CONCRETE CONSTRUCTION, INC.
HROUes~
31 ?-SB1-SBSG
TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER C°NCRETE CONSTRUCTION, INC.
-~)n] 16,20{)2
)
~DATE
//
II
ORDER #
/ / SALES REP
II
/ / CUTTING
Jeff Behnke
.~. Ste. 250
~; ~N 4o2so
SUBDIV:
MODEL: Sterling EL:8
Special Instructions:
Job Notes:
TYPE
tD
A
couuou
U
P
COMMON
InStallation of all temporary and permanent braces are
essential see truss drawings BCSI-1 building component
Sal~y infromati°n, and building designer requirerments.
Use Simpson HUS26 hangers unless noted olherwise.
Install all hangers per manufacturer's guidelines.
(2) Required.
25'-4"
12'
Apply 2x8 ledger to wall, bottom at 8-01-02,-
WI(6) 16d nails in each vertical stud in
the wall. Then hang "PI" tresses in
Simpson HUS26 hangers from ledger.
There must be no sheathing between
walt and 2x8 ledger.
6 G2
Field frame valleys atop roof deck in a manner which Q
spreds load evenly on main roof trusses below. Add/remove overhangs as necessary.
LAND HOMES~°'~'~TERLING' EL.B ' Grg Ext
18'-8"
c
J t 3,4:o-o I
NOTES (4-5)
7-7-7 74-9
J I H
5x6 MT20
30 o-o
IBCU= 100
BCOL 5.0
5-10`13
5-10-13
4x6 MT20 I{
E
G
Rate Olfsels
BRACING
5-5~13 6~1-3 6-%3 5-10-13 0-11~t
4x6 MT20 II
NOV 11
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HWI
Max UpliRB:~4(Io~ case 5), F=91(Ioad case 4)
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