08-40-1771V2"x3X"
- KEYWAY
FOOTING SCHEDULE
MARK
SIZE
REINF, EA. WAY
REMARKS
A
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F-3
3-0" X 3-0" X 12"
4#5
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5'-0"x 6'-0"x16"
#6 @ R" EA. WAY
411
WF -16
16" X 12"
2 #5 CONT.
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WF -24
24" X 16"
3 #5 CONT,
#4 @ 24" TRANSV,
WF -30
30" X 12"
3 #5
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SECTION 1
SCALE: 1/2"= 1'-0"
SECTION 3
SCALE: 1/2"= 1'-0" -300
TB -2
to CONC. WALL
STB -1
24"x16" BEAM
1X"x3XI
KEYWAY
-I— --I- - CONC. COL (SEE SCHEDULE
2" CL. FOR SIZE do REINFORCING)
COLUMN REINFORCING
COLUMN DOWELS (SAME SIZE
do NO. AS COL. REINFORCING)
TIES
FOOTING (SEE SCHEDULE
FOR SIZE do REINFORCING)
- 8'-6"
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TYPICAL CONC. COLUMN TO CONC. MAT DET.
SCALE: 3/4"= 1'-0"
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SECTION
SCALE: 1/2"= 1'-0" -300
qT,
IRRUPS
8" CONIC, BLOCK WALL
VERT. REINF.
(SEE SCHED.)
2 #9 WIRE REINF.
(DUR-O-WALL) OR
APPROVED EQUIV.
LADDER TYPE. CLEANOUT OPENING
(GROUT AFTER INSPECTION
TYP. CSA ALL LEVELS do @
LU BASE OF ALL CELL
ai GROUTING HIGHER THAN 4'-0")
z
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TRANSV. REINF.
(SEE SCHED.)
TYPICAL WALL TO CONIC. MAT DET.
SCALE: 3/4"= 1'-0"
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10 TIES @ 4" O.C! EA.
SIDE OF COLUMN COLUMN REINFORCING
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TYPICAL SHEAR REINFORCING DETAIL FOR
COLUMN AT MAT FOUNDATION
SCALE: 3/4"= 1'-0"
SECTION 4
SCALE: 1/2"= 1'-0" 2
0
COMPACTED SOIL
14—
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2" CL. I FOR SIZE do REINFORCING)
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A -0A A• A v FOR SIZE & REINFORCING)
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TYPICAL CONC. COLUMN TO FTG. DETAIL
SCALE: 3/4"= 1'-0"
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VERT. REINF. _
(SEE SCHED.)
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APPROVED EQUIV.�
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PROVIDE 1 1/2" DEEP KEY AT ( TOP OF FIN. FLOOR
POINTS WHERE GROUTING IS
STOPPED 4" CONC. SLAB ON WELL
COMPACTED FILL W/ 6 x 6 - W1,4
EL. +o' -o" x W1.4 W,W,F, (TYP. U, N. O)
CLEANOUT OPENING GRADE
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(GROUT AFTER INSPECTION
TYP, @ ALL LEVELS & @
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GROUTING HIGHER THAN 4'-0") I I I I _ BARRIER
—COMPACTED FILL ON TERMITE
EL. -1'-4" Q0 TREATED WELL
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(SAME SIZE & SPACING . - SOIL
AS WALL REINF.) A. v A COMPACTED SOIL
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(SEE SCHED.)
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SCALE: 3/4"= T-0"
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TYPICAL SHEAR REINFORCING DETAIL FOR
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SCALE: 3/4"= 1'-0"
SECTION 4
SCALE: 1/2"= 1'-0" 2
0
COMPACTED SOIL
14—
-4-- CONC. COL (SEE SCHEDULE
2" CL. I FOR SIZE do REINFORCING)
-{ COLUMN REINFORCING
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A -0A A• A v FOR SIZE & REINFORCING)
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TYPICAL CONC. COLUMN TO FTG. DETAIL
SCALE: 3/4"= 1'-0"
a" CONC, BLOCK WALL
VERT. REINF. _
(SEE SCHED.)
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Lu (DUR-O-WALL) OR
APPROVED EQUIV.�
M LADDER TYPE, 1/2" EXP, JT.
}
PROVIDE 1 1/2" DEEP KEY AT ( TOP OF FIN. FLOOR
POINTS WHERE GROUTING IS
STOPPED 4" CONC. SLAB ON WELL
COMPACTED FILL W/ 6 x 6 - W1,4
EL. +o' -o" x W1.4 W,W,F, (TYP. U, N. O)
CLEANOUT OPENING GRADE
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MARIO A. SUAREZ
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OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATED ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR SY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
/E TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED FY THE MCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT N0;
MA0605
DRAWN NY;
M.A.S.
CHECKED W
AS SUE DATE;
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
FOOTING SCHEDULES & DETAIL.'
FOUNDATION PERMIT
SHEET:OF;
S-300 19
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OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATED ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR SY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
/E TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED FY THE MCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT N0;
MA0605
DRAWN NY;
M.A.S.
CHECKED W
AS SUE DATE;
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
FOOTING SCHEDULES & DETAIL.'
FOUNDATION PERMIT
SHEET:OF;
S-300 19