00-0495-044 REVISIONS:
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10-01-
DADE COUNTY
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- - z REINFORCEMENT
VERY O HER COURSE
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9 GAUGE OUR O WALL HORIZONTAL LLJ
.............. .........:.. ;........... ...............::.-.......; 2 (LADDER TYPE)
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Inc, ;IF36 u- Q A B G
IF36 �. I I .... L IF36
T � IF36 A 36' 36' 12' (4) 15 (4)05 ISOLATED FOOTING
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...--------------:::-------------------------------- - - IF42 A 42' 42' 12' (5)"5 (5)05 ISOLATED FOOTING �\
::::--� _ _ _ _ _ _ ` TES - tE8 I I TES : : I IF48 A 48' 48' 12' (6)'5 (6)5 ISOLATED FOOTING a
MF24 K -- IF36 �— — — -J 1
' - -- ----.... ' ` ' ` ` ' : ` : ' : ` : ` : I IF48 MF24 B (3)'5 1 5 x l'-O' LONG. MONOLITHIC FOOTING �-� �i Q
... . ............. ...........- ............ ............,...,....;.¢ 24' CONT. 12' 5 0 48' o c.
} +� 11 o c. w/TRANSFER BARS
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—_ ... ;1 — — — — :.. MF24 MF24 g� g• THICKENED EDGE
TES C CONT. (U 5 w
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I I ----- ,+ U1F24 D 14' CONT. 20' (3)05 05 p 48'o.c.
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fF36 :. I IF42 -- --- ---- IF36 I 5-10
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I i N I ELEV.= -0'-8' u- t
FIN. SLAB I 311 T ,t'P I C,4 L D U R- O - UJ,4 L L DETAIL A A A
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: . . ELEV._ +0'-0' 1�) SGAL E. N.T.S. —�-
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FOOTING TYFE5 w a
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N 4' 0*, CONCRETE SLAB w/ 1 LAYER OF 6'x6' I I I I ' C
Wu1.4xW1.4 WELDED WIRE MESH, OVER VAPOR I ------I .- - - - - -' °1'.''» 9 GAUGE OUR-O-WALL HORIZONTAL C O L U1 IN 5 C H E D U L E
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_.... I _.. _..... - _... .......... ..:::. REINFORCEMENT EVERY OTHER COURSE [--+
BARRIER ON CLEAN, WELL COMPACTED FILL, I Q
DOUBLE MESH 60' a PERIMETER OF FTG. I IF36 — — — WF24 — (LADDER TYPE) 0 Q
— LLF24 REINFORCEMENT N ►�--+ Z
— —
�SCI , VERTICAL HORIZONTAL Q ��
_... I -I..-..-... ® I A 4'x 4'x 1/4' - - STEEL COLUMN - CONCRETE FILLED
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IF x
/- I IF36 L 36 s-� 8' 6' "3 * 8'o c.
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m I - C2 B 6' x 12' 4-65 03
`c+ I " 5 x ,'-0' LONG. (TOP)
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°� 12' o.c. (TYP.) is PERIMETER 1 " 5 x 8'-0' LONG. (TOP) I =
_ 12' o
..... � .c. (TYP.)
MF24 -�-
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TY
M M MI ■N
--- � COLUMN T�'PE5
L --J A2 8' x 8' x 16' CONCRETE
IF36 MASONRY UNITS �� IT I A
Q �2 ARCH ECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS.
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.......... ......... ....... �..................................�.. ............. ............ . ........................................ . ........ . ...... ......... ........... ........ ............... .................................................... ,. .... .. . . .......,�. .....�. ... ....... ....; ........ ...... :.. :�:.. ...... ........ FOUNDATION N O E S
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' EACDH SIDE REINF. BARS TYPICAL DUR-O - WALL CORNER DETAIL 1 ' - I VAPOR
SCALE: N.T.S. . GROUND FLOOR SHALL CONSIST OF 4 thk CONCRETE SLAB WITH 6x6 1.4x1.4 WELDED WIRE MESH OVER ---------------------------------------------------------------- -- - ----- ----- ----- ---- ----- -- - ---- ---- ----- ----- - -... - -........... .......... -.......... ---- - - - - - - - -
�...-..... . ........- ............ _ - - BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12 fZ W
_ W BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fc = 3000 PSI. Z W 4 a�
�j Q 2.PROVIDE (2)5 x 4'-0'19 CORNER CRACK BARS * ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ Q2 ). '-" a" Z
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FOUNDATION I ON PL,4N - C�'PRE 55 MODEL L
NOTE: 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. � W I cn 4'
0 I CONTRACTOR $HALL COORDINATE AND VERIFY a A
J u W SCALE. 1/4' I'-0' ALL DIMENSIONS WITH ARCHITECTURAL DWG$. 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. a O O
Q ; = CONCRETE MASONRY WALL (OUR-O-WALL) U d V) CQ
U 501 L ST,�TEMENT 1-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL � � I
OPENINGS, AND 48'o c.OR UNLESS NOTED OTHERWISE.
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AS PER VISUAL INSPECTION $OIL CONDITIONS AT THIS SITE ARE $AND ROCK WITH A MIN BEARNG 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN $LAB WITH ARCHITECTURAL OWLS.
STEEL COLUMN FOOTING OUTLINE CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER • ��+?Z to
SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL 1, • _ INDICATES COLUMN TYPE AND TA OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. � � ,
CONCRETE FILLED ;,_•��, .,-,
a xd xv4 `FOOTNG OUTLINE A° SUPPLY A LETTER ATTESTING CHAT THE SITE WAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS _ REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
STEEL COLUMN I14' ARE SIMILAR r0 THOSE UPON WHICH THE DESING IS BASED ON. SEE 5F$.C.SECT. 2403. O = INDICATES COLUMN TYPE AND NFL OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION $HOU�1 ;'
�. ._..... REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
3. O = INDICATES COLUMN TYPE AND END 4 STAN OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM -
k; ELEVATION.REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS / FOR TOP OF TIE BEAM ELEVATION
+ - i i4t` 6.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS $HALL BE 3000 PSI.
' CONCRETE COLUMN r-
ass;- ---- i
,.....:....... �:, ; (REFER TO COLUMN SCHEDULE
ALL SPLICES SHALL BE A MIN, FOR SIZE AND REINF.) :..._:...............:...........:... :.......::::-:......... ..:.........:..:.......... ::............: .:....::..........
:
48" BAR DIAMETERS
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IE 3/4' BASE PLATE
....................
R 3/4'SASE PLATE
w/4-3/4'DIAI't
ANCHOR BOLTS ~
ANCHOR Barg PLAN / / L 13uIL�ING 3
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PLAN 4" thk. CONCRETE SLAB I ...: .:: ;.....
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TYP. I SECOND POUR -........_._.- _ ___...... ......................... <. /
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1/4 TYP. X
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ELEV.
GROUT
TYP
it I
I/2' EXPANSION JOINT 4 Z _ ------------------
GROUT ,
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YP. PATE: 7/28/2000 it
I/4' / i ( I m
ELEV. = 0'-0' ; 0�0
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\ DRAWN BY. A. D
. ...,..._ ., ELEV. - -11-4'
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NECKED BY C D
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H.J: SEE FOUNDATION PLAN ;; i , : ;J . SHEET
FOR SIZE t REINFORCEMENTS. — .;,\ \ -� \ j ISOLATED FOOTING
............ :.... .:.:....: ...:.v::... ..z: __M.. .,. _..........
�m ..
s / SEE FOUNDATION PLAN FOR 5 ZE TO AND D�N6 SCHEDULE
FOR SIZE REINFORCEMENTS.
BA5E PLATE DETAIL <� S - 7
$-, I5OLATED FOOTING - CONCRETE COLUMN DETAIL ............ ?
SCALE: N.T.S. 845E PLATE EXTERIOR DETAIL F S
L.._.I 'j r ;. I
2
SCALE: 3/4'=1'-0' -.-...-..... -
SCALE: N.T.S.
$-4 .............................................................................................................................................................................................................. 0 SHEETS BONN 1 :1881 81
ICE - PL AN PROJECT No.:
CADD FILE: