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(2) S I MPSON #10x3.5" 55 BC C
HEAD SCREW COURSE HEAD
- BACK OUT SCREW 12" OUT
OF STUD.
TYP.
WOOD P I L I NCB
BY OTHERS
TYP.
1
T
T
' — III = III =III
-1�1_ -III =1
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(2) MIDWEST
FASTENER 4 x 34
HEX TAPCON 55 \
- BACK OUT ANCHOR
211 OUT OF
CONCRETE FLR.
RE-NiEW FOR C
Kver y afort has 1.17:11 mode to ideiit,;:_
code violztion , n ocveer ' iht by the
rsvioNier chars cons ue t as authority
to vote, c jY , -, t r cet aside
any applicable codes or orcJiminees. The
r viaw Bnd psi it shcuii,: rot bo construed
as a warranty or uarantse
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11—,11=111=111=111.=111=111.111E 111 -1I 11111111
t
Tt
WOOD FRAMED
WALL @ I6" O.G.
TYP.
STRUCTURE ABOVE
BY OTHERS
TYP.
T
CONCRETE FLC
BY OTHERS
TYP.
rl =UAT10\
SCALE: 2" = 1' -0"
ALL CONK""'` "'ION MUST COMPLY WITH THE
ISTD_ /d "9/ ,AND THE IRC ONE AND TWO
FAMILY . -.. CODE 2 EDITION
AND STATE DV t SOADI► AMENDMENTS
(3) SIMPSON #10x3.5'1
55 BCG HEAD SCREW
COURSE HEAD - BACK
OUT SCREW 1211 OUT OF
STUD.
TYP.
WOOD PILING
BY OTHERS
TYP.
11-8"+/ OPEN I NC S
/---
STRUCTURE ABOVE
BY OTHERS
TYP.
1
a
1
-111E11
(3)MIDWEST
FASTENER 4 x 34
HEX TAPCON 55
- BACK OUT ANCHOR
1 211 OUT OF
CONCRETE FLR.
TYP.
T
T
1
T
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WOOD FRAMED —
WALL @ 1611 O.G.
TYP.
�y
CONCRETE FLOOR
SY OTHERS
TYP.
-VAT
0\
S
SCALE: 2" = 11 -0"
ERA, \QT_S :
I. ALL SCREWS TO FAIL AT 200 LBS. OF SHEAR.
2 . IF c v.+ta -r6 sew L R F'"' l rum- AaCOsea wr si . tba.a,•
4' Hee,e)cis Ww$ om Ter orEx.ren.a6 sw.„vrw4YC- Fota WOOD F&Aw.>r a sJ* -6 °
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•
• PALMER ARCHITECTS
ARCHITECTURAL .ENGIGINNEEEE RING
POST OFFICE BO %1896 3145.2ETTEROWER
STATESBORO. GEORGIA OFFICE 19121 681 -8353
30459 -1896 FA% 19121681-6678
COPYRIGHT 0 20II BY P01MFRA CFEIFCTX
�,
PALMER
�RDNITECTS
BREAKAWAY WALL
BRINSON RESIDENCE
CITY OF TYBEE ISLAND, GA.
1
BREAKAWAY WALL CONSTRUCTION
ENDOG
S1.0
DRAWING N MB