10-151-009S GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
all x 8" x i6" CONCRETE J \
MASONRY UNITS
T**'PICAL DUR-O-WALL DETAIL
SCALE: N.T.S.
S GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
x 16" CONCRETE
SIRY UNITS
T*r FICAL DUR-0-WALL0 CORNER DETAIL
SCALE: N.T.S.
NOTE:
SAWED JOINT SHALL BE CUT
WITHIN 2411hre. OF CONCRETE
PLACEMENT.
1/8" SAW CUT
4" CONCRETE SLAB
(SEE FOUND. PLAN)
TOP OF SLAB
Ail mil
-__ .._ -
T4*T"P. SAW CUT JOINT
SCALE: 1/2" = V -011
FOOTING SCHEDULE
tK
z
~ff
-
=
Q
REINFORCEMENT
REMARKS
A
B
WF16
A
ib"
CON
12"
(2) "5
(I)SO 48" oc.
WALL FOOTING
NOTE: PROVIDE 205 CORNER BARS AT ALL CONTINUOUS WALL FOOTING CORNERS
B TOP r15
FOOTING TYPES "-------- ---" A
TYPE -A -: -------- TYPE-15 •.-- -------
A B A BOTTOM
COLUMN SCHEDULE
Y
�C
-1
DIMENSIONS
REINFORCEMENT
REMARKS
VERTICAL
HORIZONTAL
G)
A
all 12"
4-05
03 6 8"o c.
CONCRETE COLUMN
ALL SPLICES 48 BAR DIA.
O
B
8" x 8"
1-05
GROUT FILLED CMU
CELL. SEE PLAN
COLUMN
TYPES
TYPE -A
FEI
TYPE-B
SYMBOL FOUNDATION NOTES
4" THICK CONCRETE SLAB ON COMPACTED FILL W/ CONT. 6x6- WIAxW1.4 WWF
Fil AND 6 MIL VAPOR BARRIER
1-% REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT 36" O.C. AND AT DOOR/WINDOW OPENINGS
❑2 AND CORNERS AS SHOWN ON PLAN.
3❑ 8"x8"x16" CONCRETE MASONRY UNITS WITH NO. S GAUGE LADDER TYPE JOINT REINFORCEMENT
EVERY OTHER COURSE (16" ON CENTER VERTICALLY)
PROVIDE TERMITE TREATMENT CERTIFICATE AFTER SOIL COMPACTION IS COMPLETED
5. COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND SLABS, FOOTINGS SHALL BE 3000 PSI.
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND t ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL
SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.G. 2001, R44042
LEGEND
NEW 8" CMU WALL PER PLAN
EXIST 8" CMU WALL TO REMAIN
UNDER SEPERATE PERMIT
1: WOOD TRUSSES
EXIST CONG FTG (VERIFIED
Ibx12 SIZE)
EXIST FIN FL
"'�j +0'-0" AFF
EL: +14.r✓-' NG
FOLLOW DETAILS 3/9-3 AND 4/9-3
FOR NEW OPENING IN EXIST CMU
WALLS AND CMU INFILL AT EXIST
CMU WALLS (TYP)
I
L_
DOWEL FTG
MIN. (o" INTO
HILTI C-100
C1I I /--------------— — — — — — — — — — — -
_ _ _ _ _ _ _ _ _ _ L — — — — — — — — — — — — — — — — — — — — — — — — — — J
I ��-----�---� --of s - ��� — —o --—--------- --- — — — — — —
WF16 oIi - ` — _ �
I
ISI ICI
I I
I MATGHE&XIST
I U EL: 40 -0 AFF I
I I I
I I 1
ICI ICI
3 2 I
I I I
low -------- ------------- --------------------------col
WF16
PARTIAL FOUNDATION
SCALE: 1/4" = 1'-0"
a • a