HomeMy WebLinkAbout035 A401.pdfA
B.O. Soffit Framing
5 40i
AD
-----------
i � s
65
Arrastyp.
Blocking at This location may be 2x blocking
between top chords, 2x blocking between
2 N
bottom chords, and a 2x4 diagonal naited to
the blocking at top and bottoin and also nailed
to each vertical truss mein her directly over the
wall Bracing must be kept to at least a 1! 1
65 P
'Pawl horizwert ratio, so it may span two trusses.
EIFS COLOR This should be installed at 8'-0" O,C.
#2
X
66 Y
Lower Truss Bearing AL
j -21
56
EIFS COLOR #1
8 38
LO 5
EIFS NOTE: REVEAL
C0LOR#1 771 -- --- CARRIES AROUND
19
A401
L -Lj
X
EIFS COLOR
17
#2 . .........
EIFS COLOR
#2 *IN
j
Refer to: 3,`A403 for Similar
WHI
Details Of These Columns. A602
Use Simpson Co. Cap
CCQ66SDS2,5 for these
Columns & No Alum.
Column Cover Req'd.
Zv Provide High Q
Traffic EIFS
C? Reinforcing 00
zo
Mesh @ bo h
Columns
-j
36
zr-
7
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25
U24
j
8 r—[3�0]
Top of Slab As
of- -011 7V
-4
75
o
E71
29
. .. ...... . _of Footing Top
4 1 1 - 410
P D2 k"k
20
----------- 7-'T—
ca
EQi
001: 0
2'- 0
00
Wall Section @ Front Porch Wall Sec tion rw 8" Fire Wal I
3/4"=IT-04 314" -- V-v
�--- -- I - -11" - - 'I,
5 Typical Soffit Assembly
1 1/2" = V-0"
Lower Truss-Be'aripq Au -
Top of Slab A
0 011
Top of Footing, m--
IM
4-411 7*
Lower, Truss Bearing
10'-
' Wall Section @Wesit Porch
liver Truss Bearing
I
b ' s
Typ. Section @Thickened Slab @Wqod Stud Bearing Walls
CO
Top,ofoSlab
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To p of FootiRg5�
r Truss Bearing A , t L
r Truss B
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Top of Slab''
of
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Top of Slab
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t
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Topuf Footing
29
- To of Footing
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20
PROJECT PHASE:
it Drawings
PROJECT#: DATE:
12,27
@ Lo rrvip
Nall Section bbv Side VVall SW
K SLD
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