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5. TOP OF: FOUNDATIONS SHALL BE -2' 0" BELOW FINISHED GRADE.
13. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE SLA5 ON GRADE OVER LLELL COMPACTED FILL AND
(6 MILL VAPOR BARRIER AND REINFORCED W1(oX(o-WIAxWI.4W.LF, LAPPED ro" MIN. WIF SHOULD BE PLACED
AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE EFFECTIVE. ADDITIONALLY MESS SHALL BE SUPPORTED
USING CHAIR BOLSTERS.
�-'T"7'0-7!MILITH MIAMI
BUILDING DEPT.
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AA 26000771
SUBMUTAL SCHEMATIC DESIGN
1B 26000638
250 catalonia, suite 403
coral gables, florida 33134
telephone
305 .567. 1977
facsimile
305 . 567 . 1125
REVISIONS:
SCALE:
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DRAWN BY:
Y. SOSA
CHECKED BY:
PAM
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REVISIONS:
SCALE:
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DRAWN BY:
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PROJECT NO.:
SUBMUTAL SCHEMATIC DESIGN
� SHEET NUMBER