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I I I NEW STARTER COLUMN. PROVIDE
CONTINUITY FROM FOOTING TO TI
BEAM. MIN. SPLICE 46'. SEE PLA ' a
FOR REINFORCEMENT.
LEGEND
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STARTER COLUMN (SEE DETAIL)
EWF
EXISTING 16 "X12" CONTINUOS
Z
CONCRETE FOOTING
W/ 2 # 5 CONT. BARS.
E.T.B.
EXISTING TIE BEAM.
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EXISTING a" CMU WALL
TERMICIDES OR OTHER APPROVED METHODS OF TERMITE
ADDITION a" CMU WALL
Q
ADDITION CONC. COLUMN
r
EXIST. CONC. COLUMN
FOR DEMOLITION NOTES SEE ARCH. PLANS
CONC. MASONRY WALL
REINF. LEVEL SHALL
BE • 5 * 46', U.CN.
04 HOOKED BARS * 12'
VERT IN CONC FILLED CELL.
A
EXISTING CMU WALL
.. _
EXISTING FOOTINGS
TO REMAIN
NOTE= USE THIS DETAIL AT ALL STARTER COLUNMS SEE PLAN
STARTER COLUMN DETAIL
3/4' r 1' -0'
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S TTRIJoik kL SECT10 ,(
)IMEN510NS SHOWN SHALL BE FIELD- VERIFIED. ANY DISCREPANCIES
ALL BE NOTED AND THE ENGINEER OF RECORD NOTIFIED BEFORE
)1TINUING WITH THE WORK
NOTES:
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1. TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE
TEWITE
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SHALL BE PE�ORMED BEFORE POURING SLAB.
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PROTECTION SHALL BE PROVIDED BY REGISTERED
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TERMICIDES OR OTHER APPROVED METHODS OF TERMITE
No. 62531 "�
PROTECTION LABELED AS A PREVENTIVE TREATMENT TO
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SOIL STATEMENT
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FOUNDATION SYSTEM CONSISTS OF SHALLOW SPREAD
FOOTINGS BEARING ON UNDISTURBED LIMEROCK
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ALLOWABLE SOIL BEARING PRESSURE USED IN THE
DESIGN OF FOOTINGS 15 2000 PSF.
ENGINEER: VICENTE FRANCO
AT THE TIME OF CONSTRUCTION THE PROFESSIONAL
SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER
LIC. =62531 10776 NW 84TH LANE,
ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
APT. #5 MIAMI, FL 33174
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AND THE FOUNDATION CONDITIONS ARE SIMILAR TO
L
PP: (786) 294 0032
THOSE UPON WHICH THE DESIGN 15 BASED, PER FB.C.
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