12-250-020I
7
P-)
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
WF-11
18" CONT X 12"
2 # 5 BOTT CONT
ADDITION FOUNDATION PLAN
WF-2
16" CONT X 12"
2 # 5 BOTT CONT
DETAIL A
WF-3
30" CONT X 16"
4 # 5 CONT
BOTT + (1) #5 TOP
#5 0 12- O.C.
TRANSV. BOTT.
CF-1
3' X 3' X 24"
4 #5 TOP & BOT. EA. WAY
DETAIL B
CF-2
4' X 4' X 24"
5#5 TOP &BOT. EA. WAY
-
" -
HSS 3 1/2X3 1/2Xl/4 (SEE DRAWINGS FOR BASE AND CAP PLATES)
I
X
L
TE-1
8" X 8" CONT
(2) # 5 CONT BOTT
THICKEND EDGE
FOUw
III (TYPICAL)
SEE SHEET A-1
TOP OF FOOTINGS SHALL BE —1'-4" BELOW FINISH FLOOR ELEVATION U.N.O.
SOIL STATEMENT:
BASED ON VISUAL OBSERVATION AT THE SITE WHERE THE RESIDENCE WILL BE
CONSTRUCTED, THE SOIL CONSISTS OF A MIX OF SAND AND LIMEROCK WITH AN
APPROXIMATE BEARING CAPACITY OF 2,000 PSF WHICH WILL BE THE SOIL DESIGN PRESSURE
FOR WHICH THE FOUNDATIONS DESIGN WILL BE BASED ON. A LETTER SHALL BE SUBMITTED
BY THE ENGINEER OF RECORD AT THE TIME OF FOUNDATION EXCAVATION CONFIRMING THAT
THE SOIL HAS THE CAPACITY FOR WHICH THE FOUNDATIONS WERE DESIGNED.
COLUMN SCHEDULE
MARK
SIZE AND
REINFORCEMENT
COMMENTS
- - - -F-
MATERIAL
OR BASE PLATE
ADDITION FOUNDATION PLAN
FOR FOOTING
8 "X12"
4# 5 VERT
DETAIL A
III
CONC
#3 TIES @ 8- O.C.
X19
EII
8 "X16"
6# 5 VERT &
DETAIL B
CONC
#3 TIES 0 8- O.C.
-
" -
HSS 3 1/2X3 1/2Xl/4 (SEE DRAWINGS FOR BASE AND CAP PLATES)
I
WALL REINFORCEMENT LEGEND
ADDITION
EXISTING
II
INDICATES (1)#6 REBAR IN
El ED] CONCRETE FILLED CELL @ 32" O.C.
MAX. SPACING, AT CORNERS AND
AT SIDES OF WINDOW OPENINGS AS
INDICATED.
10' -8"
CF-1L
FOUNDATION
PLAN
CF-1
F-r- - - --q --------
- - - -F-
--I
T
III Q
ADDITION FOUNDATION PLAN
FOR FOOTING
SCHEDULE, THIS SHEET
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III
III
X19
EII
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CF-2 all
il
17—
L
X
L
LIVING
III
III 8*xB* C.M.U. BLOCK COLUMN
III AROUND STEEL COLUMN
PII
III
FOUw
III (TYPICAL)
SEE SHEET A-1
SITE PLAN
FOR OVERALL FLOOR PLAN
Ili
I i'ICF-2
F_
III
CF-2 11i
(
I
II
—4-
L
ADDRESS-
L X11
4
PLAN
CONC. SLAB ON
GRADE W/ 6x6—W1.4xW
III
161
ON 6 MIL. PLASTIC V.B.
W/6- OVERLAP JOINTS
S -O 1.1 10'-o'
I J
ON TERMITE TREATED
AND CLEAN SOIL WELL.
IIIIS SHEET
COMPACTED.
II
I
II
I
-
Z 0
1 0 z
CF-1
L
17m
—91<
x
Lu
------------
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El
GAZEBO
FOUNDATION
PLAN
SEE SHEET A-1
SITE PLAN FOR OVERALL FLOOR; PLAN
1/4" = 10—Off
SEE LIVING AREA
ADDITION FOUNDATION PLAN
FOR FOOTING
SCHEDULE, THIS SHEET
�VARIESj
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0 •
DETAIL )W)
#3 HAIRPINS
Typ. VARIES
00
DETAIL B
Z (-D
0
FZ
v)
< LLJ
10
z
17—
U)
X
bi
SHORING NOTES:
CONTRACTOR TO PROVIDE PROPER SHORING OF EXISTING STRUCTURE PRIOR TO
COMMENCING ANY DEMOLITION AND/OR INSTALLATION OF NEW STRUCTURE. I
USE SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT SHOP
DRAWINGS AND CALCULATIONS SIGNED AND SEALED FOR ENGINEER —OF— RECORD
APPROVAL.
GARAGE ADDITION FOUNDATION PLAN
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/41' = 11-0*1
SEE LIVING AREA ADDITION FOUNDATION PLAN FOR FOOTING SCHEDULE, THIS SHEET
EXISTING
'(N/i.C.)
Z
0
FZ I F-
Lij I <
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HATCHED/ AREA INDICATES
EXISTING (N..I:C.) , `
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15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305-5;19 p4357, FAX. 305-408-1095
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FOUw
NDATION. PLAN
SEE SHEET A-1
SITE PLAN
FOR OVERALL FLOOR PLAN
1/4" = 1' -01"
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES
OF ALL
OPENINGS AND AT ALL CORNERS
ADDRESS-
FLOORPLAN
PLAN
LEGENDO------�-
IIIIS SHEET
r 7011 SW 68 CT. S. MIAMI FLORIDA
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305-5;19 p4357, FAX. 305-408-1095
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