REV1 REVIEWED BLD2022-1025+Structural_Calculations+11.18.2022_8.02.12_AM+3227309SHEAR WALL PER PLAN.
SEE 20/S7 FOR
CONNTECTIONS.
CONT. 2x RIM JOIST
SHEAR WALL SHEAR CLIPS
11.14.2022
A35 EACH JOIST BOTH SIDES
STAGGERED
DOUBLE PRESSURE TREATED
2x8 SILL PLATE NAILED WITH
(2) ROWS 10d AT 6" o.c.
%" DIA. ANCHOR BOLTS.[ 1 1-1/2" CUR.
AT 16" o.c. FROM INSIDE FACE
(+1/4", -0")
DRAINAGE PANEL OR 12"
THICK LAYER OF
FREE -DRAINING GRAVEL
FULL HEIGHT OF WALL
0
N
PERF. FTG. DRAIN IN
12" GRAVEL
8" THICK CONCRETE WALL REINF.
WITH #5 VERT. AT 12" o.c. AND
#4 HORIZ. AT 18" o.c. AND (2) AT
TOP.
#4 DOWEL AT 18" o.c. CENTERED
ALTERNATE HOOK AT BASE
SLAB ON GRADE PER PLAN
JOISTS PERPENDICULAR TO WALL
DUFFY REMODEL
JOB#: 21018
24" WIDE x 8" THICK CONT.
FOOTING WITH (3) #4 CONT.
AT BOTTOM
SKS-1 I ROSS
RESTRAINED BASEMENT WALL ENGINEERING
JOISTS PERPENDICULAR DESIGN
ryan.ross@mssengineer.com
SHEAR WALL PER PLAN.
SEE 20/S7 FOR
CONNTECTIONS.
CONT. 2x RIM JOIST
SHEAR WALL SHEAR CLIPS
DIA. ANCHOR BOLTS
AT 16" o.c.
DRAINAGE PANEL OR 12"
THICK LAYER OF
FREE -DRAINING GRAVEL
FULL HEIGHT OF WALL
PERF. FTG. DRAIN IN
12" GRAVEL
11.14.2022
A35 EACH BLOCK BOTH SIDES
STAGGERED
10d AT 4" o.c. TO BLOCKING
FLOOR JOISTS PER PLAN
EXTEND BLOCKING
AND NAILING TO 3RD�
BAY AT 32" o.c.
. BAYS OF 2x BLOCKING
AT
• AT 16" o.c.
DOUBLE PRESSURE TREATED
2x8 SILL PLATE NAILED WITH
(2) ROWS 10d AT 6" o.c.
1-1/2" CLR.
FROM INSIDE FACE
(+1/4",-0")
`8" THICK CONCRETE WALL R
WITH #5 VERT. AT 12" o.c. AND
114 HORIZ. AT 18" o.c. AND (2) AT
TOP.
#4 DOWEL AT 18" o.c. CENTERED
ALTERNATE HOOK AT BASE
• SLAB ON GRADE PER PLAN
24" WIDE x 8" THICK CONT.
FOOTING WITH (3) #4 CONT.
AT BOTTOM
JOISTS PARALLEL TO WALL
SKS-2 ROSS
DUFFY REMODEL RESTRAINED BASEMENT WALL ENGINEERING
JOISTS PARALLEL DESIGN
JOB#: 21018
ryan.ross@mssengineer.com
11.14.2022
yPNN.Ro
Q� of WASHs
2
o�FSS�ONT
STUD WALL PER PLAN
PRESSURE TREATED SILL PLATE
(SHEAR WALL WHERE
AND ANCHOR BOLTS PER SHEAR
APPLICABLE)
WALL SCHEDULE
SHEAR WALL EDGE NAIL
FINAL GRADE
(UPHILL)
#4 HORIZ. AT 18" o.c. AND
(2) AT TOP OF WALL
DRAINAGE PANEL OR 12"
THICK LAYER OF
VERT. REINF. BARS PER
FREE -DRAINING GRAVEL
SCHEDULE
FULL HEIGHT OF WALL
8"
DOWELS MATCH VERT.
BARS. LAP PER
F-
2" CUR.
SCHEDULE. ALTERNATE
FROM UPHILL FACE
HOOK AT BASE.
K/4", -0")
J
u
PERF. DRAIN
0„
SLAB ON GRADE PER
PLAN (DOWNHILL)
m•
TRANS.
REINF.
BARS PER
SCHEDULE
N d =
U wo
(4) CONT.
AT
12"
LL d
"HEEL"
"TOE"
PER SCHED.
PER SCHED.
M U
(2) #4 CONT.
SKS-3
ROSS
DUFFY REMODEL
UNRESTRAINED RETAINING
ENGINEERING
WALL
DESIGN
JOB#: 21018
rya n. ross@ rosse ng i neer. co m
CANTILE
ERED RETAINING WALL SCHEDULE
BACKFILL
HEIGHT
"HEEL"
"TOE"
"FTG DEPTH"
VERT. REINF.
TRANS. REINF.
LAP
4'-0" MAX
SEE 2/S1
5'-0" MAX
16"
12"
10"
#4 @ 18" o.c.
NA
33"
6'-0" MAX
22"
14"
10"
#4 @ 18" o.c.
#4 @ 24" o.c.
33"
7'-0" MAX
30"
14"
10"
#4 @ 15" o.c.
#4 @ 15" o.c.
33"
FLOOR BOUNDARY
NAILING
CONT. 2x BLOCKING
%" DIA. ANCHOR BOLTS
AT 16" o.c.
DRAINAGE PANEL OR 12"
THICK LAYER OF
FREE -DRAINING GRAVEL
FULL HEIGHT OF WALL
A35 EACH JOIST BOTH SIDES
STAGGERED
,I ] `DOUBLE PRESSURE TREATED
3 2x8 SILL PLATE NAILED WITH
(2) ROWS 10d AT 6" o.c.
[ [ 1-1/2" CLR.
' FROM INSIDE FACE
8" THICK CONCRETE WALL REINF.
WITH #5 VERT. AT 12" o.c. AND
#4 HORIZ. AT 18" o.c. AND (2) AT
TOP.
11.15.2022
'r
#4 DOWEL AT 18" o.c. CENTERED
:=r
ALTERNATE HOOK AT BASE
r '=x
SLAB ON GRADE PER PLAN
0
N
-r
•
PERF. FTG. DRAIN IN
12" GRAVEL
24" WIDE x 8" THICK CONT.
FOOTING WITH (3) #4 CONT.
AT BOTTOM
JOISTS CONTINUOUS OVER WALL
DUFFY REMODEL
JOB#: 21018
SKS-4 ROSS
RESTRAINED BASEMENT WALL ENGINEERING
AT CONTINUOUS JOISTS DESIGN
ryan.ross@mssengineer.com