20241107 Ver 1_C9 -- 07-17-2024_20240809

DO NOT SCALE DRAWINGS
REINFORCING STEEL. Grade
60 and shall have standard
deformations.
CONCRETE. Concrete shall
have a minimum compressive
strength of 4000 psi at 28
days and shall have 5 to 7%
entrained air.
MAINTAIN FULL LATERAL
SUPPORT FOR ALL
WALLS AT ALL TIMES
DURING AND AFTER
CONSTRUCTION.
TEMPORARY LATERAL
SUPPORT FOR WALLS
REQUIRED.
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z
0
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0
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rr
I
CAST —IN —PLACE REINFORCED
CONCRETE HEADER BEAM,
ABOVE ALL WALL OPENINGS.
4 #6 Top Bars
#3 Stirrups at 3" on center
for 2—FT each end, then 6"
on center in center section
where L > 4—Ft.
6 #6 Bottom Bars
1 CONCRETE HEADER BEAM - SECTION
C-9 Not to Scale
_
NEW BOATHOUSE, DOCKS
& SEAWALL IMPROVEMENTS
Forrest L & Bambi P Robinson Residence
T.E. ALLEN ENGINEERING, PC
Prepared for:
Forrest L Robinson &
FIRM I C-1997
I
o
" a
455 North Club Blvd, Lake Toxaway
Ros�,103 NORTH CAROLINA tans
Bambi P Robinson
882 Fairway Drive
CD
a
Transylvania County, North Carolina
(828) 877-4M3
Lake Toxaway, NC 28747
INs: 8513-70-7198-000, 8513-70-7221-000,
Moab [phone]
404-277-1461
8513-70-6251-000 8513-70-6201-000
email : tealleneng®comporium.net
Email: [e-mail]/