Top-Supported Retaining Wall Detail - StampedTOP -SUPPORTED RETAINING WALL DETAIL ( * ) NOTE: FOR THE 10'-1" TO 12'-6' WALL HEIGHT IT
SUPPORTED WALL
BACKFILL HEIGHT
LE55 THAN 7'-6"
...
7'-6" TO 8'-0"
A
14"
..
12"
13
8'-9" TO 9'-0"
12"
R
9'-1" TO 10'-0"
10"
10'-1" TO 12'-6'
8''
REBAR Fy = 60,00 P5I
CONCRETE F' c = 2,500 P5I
2' FROM GARAGE SLAB OR 5IDEWALK
8' MIN FROM FG
GARAGE SLAB OR FG'
I5 ACCEPTABLE FOR THE VERTICAL REINFORCEMENT
BAR5 TO INSTALL #5 @ 10" O.C. + #4 @ 10" O.C. FOR A
COMBINED SPACING OF 5" O.C.
EXTERIOR WALL CON5TRUCTION
(�) 5/8" X 10" ANCHOR BOLT @ 32" O.C.
r4X PLATE UNDER J0I5T
TYP FLOOR
CON5TRUCTION
242" RIGID IN5ULATION (N.I.C;
2X4 FURRED WALL W/'$
R2 F.G. BATT IN5UL (N.I.C.)
WHERE INDICATED i,
VERTICAL 5TEEL"A" #5 BAR5 PER SCHEDULE
HORIZONTAL 5TEEL "B" #4y"d
BAR5 PER SCHEDULE �y 2" CLEAR
APPLY DAMPPROOFING TO'i,
FOUNDATION BELOW GRADE
R,
8" THICK REINFORCED CONCRETE FOUNDATION WALL 4" CONC. SLAB
_ 6 MIL POLY VB
s 6" COMPACTED
24" #4 @ 18" O.C. , GRANULAR FILL
811�
4" PERIMTER DRAIN TILE
EXT. WALL W/ 6" MIN DRAIN ROCK ,
CONSTRUCTION 18"X8" CONC. FTG_
5/8" X 10" ANCHOR BOLT 32" O.C. 3 #5 CONT N PLAN
4X PLATE UNDER J0I5T --
SOLID BLOCK 48" O.C., CARRY BLOCKING TO A
LENGTH OF 12' MIN FROM RETAINING WALL. ATTACH
_ A---�PLYWOOF) SHEATHING TO TOP OF BLOCKING WITH 10d
L NAIL5 @ 6" O.C.
� j!�:— A34 REINFORCING ANGLE EA. 5IDE OF BLOCK (U5E
2-A34 EA. 5IDE WHERE WALL HEIGHT>= 10')
SUPPORT OF TOP OF WALL WHERE JOISTS RUN PARALLEL
TO WALL
cd?
CJR Engineering :oAs J. Ross PROJECT:
LYNNWOOD WA 98087 Gv���F WA�C�l
TOP SUPPORTED
Ph: (425) 269-5204 � BASEMENT RETAINING
Fx: (425) 671-0003 WALL
email: info@c ren com �� 29133
9 0,{�GISjER�°w EASTMAN KING
�SSIONAL���� , ,�, ,�� RESIDENCIAL BUILDING