11-662REV-017NOTES:
1. CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH
ARCHITECTURAL AND HARDSCAPE DRAWINGS AND IN THE FIELD,
NOTIFY ARC141TECT AND EWzINEER OF ANY DISCREPANCIES.
SOIL STATEMENT,.
BASED ON VISUAL INSPECTION THE FOUNDATION HAVE BEEN
DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY.
AT THE TIME THE SOIL 15 BROKEN, A SITE INSPECTION MUST BE
DONE BY THIS OFFICE IN ORDER TO VISUALLY VERIFY THE
ASSUMED SOIL BEARING CAPACITY.
NEW FOUNTAIN AN .Q. GROUNID
4' CONC. WALL
REINF. WITH 03 0
a' c/d CENTER
EACH WAY.
C"Ty 0I= SOUTH MIAMI
BUILDING DEPT.
STRUCTU SECT10N
IVEL
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141 ALWAMBRA CIRCCLE
SUITE 200
CORAL GABLES, FL 331354
(305) 56-1-0125
E-15: otoorz;,013
Re5a. No. 400al
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Kane Residence
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FOWNER
John and Ellie Kane
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SouM Mlaffi, FL
BR SET owmi
PERMIT SET O%w 1
CONSTRUM10N SET 0$0/11
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