00-0497-036 REVISIONS: \
FOOTING 5CHEDULE �
DADE COUNTY 10-01-ig 0
tu
Q Q o o p 10.05-00
BOTTOM
a z REINFORCEMENT
9 GAUGE OUR-O-WALL HORIZONTAL aL 2 �D
r
(LADDER REINFORCEMENT TYP EVERY OTHER COURSE o A w w REMA►RK5
ca A B G
-� IF36 A 36' 36' 12' (4)05 (4)5 ISOLATED FOOTING
IF42 A 42' 42' 11' (5)05 (5)+5 ISOLATED FOOTING
3'-9" -6" 3'-S" 3'-Im" 3'-3" 5'-2" �'-3" 16'-6" 3'-4' 4'-8" I IF48 A 48' 48' 11' lb)5 lb)5 ISOLATED FOOTING
J. 105 x 1'-0' LONG. MONOLITHIC FOOTING W
ADD 2 01 REINF. BARS I M4 B 24' CONT. 12' (3)45 05 s 48' o�c. 6 12' ac. w/TRANSFER BARS
N g EACH SIDE OF OPENING. 8" Q
TE8 C S' GONT. 8' fl)5 THICKENED EDGE
If % MASONRY UNITS WF24 D 24' CCNT. 20' 0)5 050 48'or.
WF24A D 24' GOVT. 11' (3)5 5 s 48'or. �q O
Mr-214 2 B G B 6
1 » 5x8'-O' LONG. IOF
I
12' o.c. ltYPa 1 » 5 x 7'-0' LONG.PERIMETER - I TYPICAL DUR-O-WALL DETAIL � �
_ 12' or-. (TYP.) PERIMETER A
SCALE: N.TS. A A A
12'-(o" TYPE-A TYPE TYPE-c TYPE-D a
IF42_ _
IF36 I FOOTING T�'P5 �
A 1
2 8-4 I-
S GAUGE DUR-O-WALL HORIZONTAL C O L"UI'*-I N 5 C H E ID U L E -
L ® I SCI I REINFORCEMENT EVERY OTHER COURSE
Scl L J L I I (LADDER TYPE) ^
FMTTW L
— — REINFORCEMENT �`--a -
N
— — — — c2 WF24 I N Q I c`
F MF24 IF36 S -
1 1 1 [1 VERTICAL HORIZONTAL �-�`
I 4 !hk CONCRETE SLAB w/ I LAYER OF 6x6 I �.�
18'
-101 I I I I VAPOR I O CI
^-E
BARRIER ON CLEAN, ILL. A 4'x 4'x 1i4' - STEEL COLUMN CONCRETE FILL ED
DOUBLE MESH 60' -0 PERIMETER OF FTG. B 03 's
8' x 16' 4-+6 8'0,x. � G,,a ,__,
U� C\2 Q
I FIN. SLAB \�T 1, 0 I O B 8' x 11' 4-5 03 0 ftrm 0 �� ►a-�
it ELEV.= f0'-0' S-1 I C3 B 8' x 24' 6-% 03 6 Vor- O C.0
IdtFIN. A
EY.= -0
-i j- IF42 I I1=36
SO I IF
TYPE-A
-3J'-I8" J 12'-�0" (L J cp 8' x 8' x I6' CONCRETE �OLUI Ill TYPE5
c2 m MASONRY uNITS = •
- MF24 ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS.
IF36 fF48 — IF36 — — MF24 — — J ►_i co
F —1 �- TEO —� e FOUNDATION N O T'E 5 to m
- - TE8 - -!- I- - TE8 _ N I N TYPICAL DUI'-O WALL � CORNER DETAIL
ADD +'1 RE INF. BA �
SCALE: N.TS. L GROUND FLOOR SHALL CONSIST OF 4'U�Ic CONCRETE SLAB WITH b'xb' - 1.4x1.4 WELDED WIRE MESH OVER VAPOR CO
C3 CI
@) L EACH SIDE OF OPENING. L Cl BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' arc+ W
SCI IF36 BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fe ■ 3,000 PSI. � w w 4 �
L EACH SID I OF O ENING.2 .PROVIDE (2)5 x 4'-O'Ig CORNER CRACK BARS a ALL COMERS OF SLAB (AS INDICATED ON PLAN w/ ❑2 ). W a �
2 IF3 IF36 NOTE• I cd
31-11, 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. W �`'
CONTRACTOR SHALL COORDINATE AND VERIFY
- S-4
" " " r ALL DIMENSIONS WITH ARCHITECTURAL DWGS.
2 -m 8 -m -4 8 -m 3 -6 -I 3 -3 -I 4 -5 4 -5 3 -8 4 -m 4'-1" 3 -9 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. A �
10 .0 5. � � ZC) Cj
■ CONCRETE MASONRY WALL (DUR-O-WALL) U �
I-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL
1 � � H I
501L 5T,4TEMENT OPENINGS,AND 48 OR UNLESS NOTED OTHERWISE. 0 ;
FOUNDATION PLAN - ROYAL MODEL AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. � v x �
SCALE: 1/4' = 1'-0' 4'x4'xl/4' CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER �+ z
FOOTING OUTLINE _ INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN.
STEEL COLUMN SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL �i• + _ �. Q
�+ SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. o -O
CONCRETE FILLED 3" ARE SIMILAR t0 THOSE UPON WHICH THE DESING IS BASED OK SEE SF.B.C.SECT.2403. O s INDICATES COLUMN TYPE AND ND OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN.
4k4'xV4'
- - FOOTING OUTLINE COLUMN 1/4' REFER t0 COLUMN SCHEDULE FOR REINFORCEMENTS. =y
6 6 O ■ INDICATES COLUMN TYPE AND ND 4 STARE OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM , �-�
3' 3' ELEVATION.REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. '
V4 �4 ���, • A.
m + - 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 3000 PSI.
CONCRETE COLUMN
ALL SPLICES SHALL BE A MIN. ° (REFER TO COLUMN SCHEDULE ("
FOR 51Z>= AND REIN1=J ' u
E 3/4' BASE PLATE 46N BAR DIAMETERS
12 3/4'BASE PLATE w/4-3/4' DIAM. I I BUILD NG 3
w/4-3/4'DIRK ANCHOR BOLTS PLAN
ANCHOR BOLTS PLAN
°
4' thk CONCRETE SLAB SEAL:
S-4
d
TYP. I I SECOND POUR
V4, d
ELEV. _ +0-0'
CsROUT TYP. / /� /, /. /, /. / \ \ \ \ z I I Z
V4'
VY EXPANSION JOINT GROUT DATE: 7/28/2000
TYR
DRAWN BY: A. D.
ELEV. ■ 0'
ELEV. -1'-4' ``, ' °
CHECKED BY: C. D.
.a ° / ° SCALE: 1/4 = 1 —0
a d
° C r
SHEET
UI SEE FOUNDATION PLAN
FOR SIZE s REfNFoRCEMEr1T8. \°/\1 / . /\/\ \/� /' ISOLATED FOOTING
U SEE FOUNDATION PLAN (REFER TO FOOTING SCHEDULE S - 4
FOR SIZE 4 REINFORCEMENTS. FOR 51ZE AND REINPJ
BASE PLATE INTERIOR DETAIL ,
2 Miller Drive (SW 56th St)
SCALE: N.T.S. S-4 5,45E PLATE EXTERIOR DETAIL s-4 15OLATED FOOTING - CONCRETE COLUMN DETAIL OF SHEETS
SCALE: N.T.S. SCALE: 3/4'=1'-0' KEY- PLAN- PROJECT No.:
CADD FILE: