6625 SW 61 ST EB-93-145-001 SV3
H E T CONTRACTOR IS TO VISIT SITE AND M4ILIARIZE HI14SELF WITH SITE
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CONDITIONS BEFORE EXCAVATING.
THE CONTRACTOR ' WILL INDE:21IFY THE ARCHITECT AGAINST CLAINS,
SUITS, - . DAMAGES AND JUDGMENTS INCLUDING CMISEL FEES AND
DISBUSMENTS INCURRED IN THE DEFENSE OF ANY ACTION TO WHICH THE
ARCHITECT MAY BE SUBJECTED, OR HE 14AY SUFFER, BY REASON OF ANY
INJURY TO PERSONS OR PROPERTY RESULTING FniO:-1 ' NEGLIGENCE OR
ARISING OUT OF THE PERFORMANCE FO THE WORK.
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THE ARCHITECT RETAINS FINAL JUDGEIIENT AS TO THEINTERPRETATION OF
HIS DRAWINGS. e,t 2 T >4 Fr-:�
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1. ALL� WORK. SHALL CO"'IPLY WITH THE SOUTH FLOIRIDA BUILDING CODEP
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LATEST EDITION', ' UTILITY COMPANY REGULATfONS, AND THE ORDINANCES T ___ i i
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P_ r__�a4_H I 4;T P/ 52143 OF'GOVERNING AGENCIES HAVING JURISDICTION. Fz
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2. ALL. FOOTINGS SHALL BEAR ON COMPACTED FILL WITH AN ASSUNED
BEARING CAPACITY OF 2000 LBS./SQR. FT.
qORTAR' FOR BLOCK IN CONTACT WITH EARTH TO B E TYPE S OR M. _41
31. ' M HeH
DETAIL 1 40 ALL STRUCTURAL CONCRETE SHALL' HAVE A 14IN. ULTIMTE
AYS.
CO'14PRESSIVE STRENGTH �OF 3000 PSI AFTER 28 D1
5. ALL BLOCK SHALL HAVE A IIIN. =*11PERESSIVE STRENGTH ON THE GROSS
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AREA OF, 1000 PSI.
6-j ADMIXTURES IN CONCRETE NOT ALLOWED WITHOUT URITTEN
APPROVAL
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OP THE, ARCHITECT. t&�,
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-SITE ' WORK; ' RErMVE WATER FRO'LI ALL EXCAVATIOINS PRO1711PTLY AND
CONTINUE THIS OPERATION' WHILE FOOTINGS ARE POURED' AND SETTING.
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PROVIDE SUCH DIKES, DITCHES, SUINPS AND PUMPING AS -D
Y, BE REQUIRE
TO PREVENT THE FLOW OF SURFACE WATER INTO EXCAVATED AREAS.
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B.' ALL STEEL R-EI17FORCING SHELL BE GRADE 6o rum
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ALL MTERIALS TO BE STORED IN ACCORDA17CE UITH' GOOD STANDARD
' PRACTICE. '?
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fo. , r-RANING LUIMBER (STUDS, JOISTS, GIRDERS, RAFTERS, PLATES,
SILLS HEADhRS, TRIIZIERS, RIDGES, VALLEYS, TAIL BEAMS, ETC.,)
SHALL , BE Hal/FIR ID2 OR BETTER. EXTREI.IE FIBER IN BENDING 1100
F __-- --- _� __ _1— I I - I ;�r--+
T PSI . MODULUS OF ELASTICITY 1, 200, 000 PSI . 4
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FLOOR PLAN
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907 MONTEREY CORAL'' GABLES FLORIDA 33134 ' (3051) 443 - 1240 - :z jvr
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