10-557-007EXISTING
MASONRY WALL
ra
z
5 DOWELS x 10' LONG W /4' HOOK
EMBEDDED INTO EXISTING MASONRY
FILLED CELL W/ HILT[ HIT HY I 1 11 IU
CONCRETE C,�
12'X]2'XS' REIN
W/20 5 BARS E
is MID GAP
12'xl2'x 8' 14OLI
COLUMN. (G2)
A-
:
:. WN
RIM A
CONC. FOOTING
SEE SCHEDULE F
SIZE 4 REINF.
NEW CONCRETE COLUMN
(IS ER TO COLD[" N SCHEDULE
FOR SIZE AND REINFJ
NEW FOOTINCs
M
SCALE: N.T.S.
FOOTING SCHEDULE FOUNDATION NOTES -- --
Z = ~ X REINFORCEMENT ® SUPPORTED a!2' SPACED 3' -0' o -BEACH WAY, DARE MEW (ASB A IER ON CLEAN !x`410 sLA>a .
COLUMN SCHEDULE � 6 MIL VAPOR BARRIER °" `LEA" WELL COMPACTED
t- W 9 TERMITE TREATED FILL FREE of ORGANIC MATTER MAXIMUM SIZE OF ANY DOCKS UATHN 12' BELOW THE FLOOR SLAB CL
A 4 W W REMARKS SHALL BE A MAMMUM OF 3' N DIAMETER.
REINFORCEMENT u- J Li A B G ® 6' REINFORCED CONCRETE SLAB WITH 6X6- W1.4xWL4 WELDED UARE MESH (A.Cff A%) LOCATED WMID SLAB,n
Z3 w REMARKS TE•8 A 8' 8' lU 5 - _ SUPPORTED a/2' CHAIRS SPACED 3 " - @' o c EACH WAY, OVER 6 MIL VAPOR BAF�k(E4 Cahn CL E-4414-1 tuFl tM COMR�!'T=p
Ea DIMENSIONS THE EDGE TERMITE TREATED FILL FREE OF ORGANIC MATTER MAXIMUM I SIZE OF ANY ROCKS WTTHN 11' BELOW T1 4E FLOOR SLAB
U)_ VERTICAL HORIZONTAL THICKETED EDGE SHALL BE A MAX" OF 3' N DIAMETER.
TE -SA B 8' . 8' (1) 5 - -
PRCMDE (1) 04 x 3' - 0' LONG GORIER CRACK BARS *ALL CORNF�S OF SLAB (OR AS INDICATED ON PLAN).
GI A 8' x 12' 4 -05 °3 is 8'o c. CONCRETE COLUMN F'c =3000 I°S[ ® SPACE BARS * 12' or- WITH THE FIRST BAR PLACED 1' FROM CORNER. (ALL REW SHALL BE POSITIONED N
MASONRY HOLLOW BLOCK TE -I6 C 16' 8' 11) 5 - - THICKENED EDGE UPPER THIRD OF THE SLABJ
QG 12' x 12' 4 -5 °3 g 12'o c. COLUMN F'c =3000 PSI 1 -5 REINFOI;Za NT BAR GRADE 60 N GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENW-18,
OF -16 D I6' CONT. 12' 11) 5 WALL �� �
G3 8' AS SHAW ON PLANS
i3 S' x 8' 4 -*5 03 0 oc. CONCRETE COLUMN F'c =3000 F'SI
FI E 36' 36' 121 (4) 05 (4) 45 - PAD FOOTS ® 8'xS -A&' CONCRETE MASONRY UNITS (RUNNING BOND) WITH NO.9 GAUGE LADDER TYPE JOINT
A AS SHOWN 8 -5 S * 8'oJc. CONCRETE COLUMN F' c= 3000 PSI REINFORCEMENT EVERY OTHER COURSE (WON CENTER VERTICALLY)
QF2 E 3@' 48' 12' (4) 15 (4) 45 - PAD FOOTING �5 COMPREssiVE sTRBdGTH OF CONCRETE FOR &Ass AND F ooTMGS SHALL BE 3000 PSI * 18 DAY BREAK
E S' x 1't' .6 -«5 '3 � 8'oJc. CONCRETE COLUMN F'c =3000 PSI
VERB SIZE AND LOCATIONS OF ALL WMDOIWDOOR OPENINGS AND OF'ENNGS N SLAB UATH ARCHITECTURAL Wss.
COLUMN TYPES: I, �. FOOTING TYPES E NDicATEs COLUMN TYPE AND START of CoL m REFER To COLUMN SCHEDULE FOR REINFORCEMENT.
B SOIL STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT T1416 SITE ARE SAND 4 ROCK UT14 A MIN BEARING -ITY OF
CAPAr
LEI . . a' g TYPE -B A 2WO PSF SHOULD OTHER CONDITIONS OR MATTERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. PRIOR
TYPE TYPE-E TYPE-A TYPE_B �� A TO WT THE THEE 1 O BEEN UALLHIRE THE SERVICE ARCHITECT ENGINEER TO SUPPLY A LETTER
OBSERVED THE FOUND CONDITIONS ONS LL MEET THE DESIGN BEARING
TY TYPE-C2 PROVIDE 1 5 CORNER BARS BENT 30' EACH WAY AT ALL CONTNIOUS WALL FOOTING CORKERS AND INTERSECTIONS. CAPACITY OF 2000 PSF.
NOTE:
El- HATCHED AREA EXISTING TO REMAIN
- CONTRACTOR TO VERIFY ALL DIMENSIONS
w/ ARCHITECTURAL PLAN.
cv Alex Kondrai & AssoOA , 44-
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FOUNDATION � ! ti Alex Kandrat - P.E. #58086, C.A. R c. `� �-
12900 SW 128 Street, Suite 104 ° e - • j �
Miami, Florida 33186 1a,
O Ph. (786) 293 -2888 Fax. (786) 293 878
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DESIGN CONSULTANT GROUP
OF SOUTH FLORIDA II
M.J.CHIU
ARCHITECT
SILVIO VAZQUEZ
DESIGNER
299 AL HAMBRA CIRCLE
SURE 405
CORAL GABLES
FL . 33194
78.305.447 -9441
FAX 306 -447 -9035
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FM No. A 154