13-491-014s
c
u
MAX ABOVE TOP OF GRADE
F=0t ]NnAT10N /C.R0t ]N1) FI 00R PI AN
5CAL5: 1/4' a 1'—O'
NOTE:
1— CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH
THE EXISTING STRUCTURE AND THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK.
2— CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.
FOUNDATION NOTES:
1. TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE SHALL BE
PERFORMED BEFORE POURING SLAB. GENERAL CONTRACTOR SUBMIT
SUBMIT CERTIFICATE OF COMPLIANCE WITH THE F.B.C.,
"RESIDENTIAL ", CHAPTER 3 BUILDING PLANNING, SECTION R320
" PROTECTION AGAINST TERMITES" OR
"BUILDING CHAPTER J8 SOILS & FOUNDATION, SECTION 1816
"TERMITE PROTECTION .
2. CONTRACTOR TO COORDINATE GROUT FILLED CELL LOCATIONS LOCATIONS
FOR GIRDERS AND CHANGE OF BEAM HEIGHTS.
3. ALL ANCHORS SHALL BE EMBEDDED INTO POURED CONCRETE OR GROUT
FILLED CELL.
4. GC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR TO
THE SLAB POURING W/ MANUF. AND METRO DADE PRODUCT CONTROL
REQUIREMENTS.
VOTES FOR ENHANCEMENTS TO EXISTING STRUCTURE:
1. IMPACT RESISTANCE DEVICES HAVING A VALID NOA SHALL BE INSTALLED
AT OPENINGS TO PROVIDE PROTECTION AGAINST STORMS.
SWIMMING POOL DESIGN AND ENGINEERING
ARE NOT WITHIN THE SCOPE OF THESE
ENGINEERING DRAWINGS.
SOIL STATEMENT:
A MINIMUM OF ALLOWABLE SOIL BEARING
CAPACITY OF 2500 PSF WAS USED FOR
THIS FOUNDATION DESIGN.
SEE STRUCTURAL NOTE No. 11. /S -5.
ALL FOOTINGS SHALL BE EMBEDDED AT LEAST 8"
INTO THE UNDISTURBED LIMEROCK. THE ELEVATION
/ DEPTH OF THE BOTTOM OF THE FOOTING VARIES
DEPENDING ON THE LOCATION OF THE UNDISTURBED
LIMEROCK LAYER BUT IN NO CASE THE TOP OF THE
FOOTING WILL BE LESS THAN 1' -4" BELOW GRADE.
THE PRESENCE OF LIMEROCK IN THE SITE SHALL BE
VERIFIED BEFORE PROCEEDING WITH THE
CONSTRUCTION OF THE FOOTINGS /PROJECT.
IT IS RECOMENDED TO PERFORM A SOIL
INVES11GA11ON BY A SOIL ENGINEER REGISTERED
THE STATE OF FLORIDA TO VERIFY THE SITE
EXISTING SOIL CONDITIONS BEFORE PROCEDING WITH
CONSTRUCTION/ EXCAVATION.
IGNACIO J. CALVO
STRUCTURAL ENGINEER
FLORIDA LICENSE NO. 56755
1800 S.W. 27th. Ave. #401
Miami, Florida 33145
Ph: (305) 648 -9008
Fax: (305) 648 -9128
E —MAIL: ijcpe@bellsouth.net
Lai
7601 SW 60 AVE MIAMI, FL 33133
KEYPLAN N.T.S.
REVISIONS
ARCHITECTURE
PRELIMINARY REVIEW
NORTH
GIORGIO
BALLI
' °lPffi ARCHITECTURE INTERIORS
CONSTRUCTION
C SC
' 1t,1G
t
JOB NUMBER:
2012 - GRAF
CHECKED BY:
M. ENRIQUEZ
°' `' pp rSSl1E DATE:
la
OCT. 25, 2012
-
SCALE:
AS NOTED
SHEET TITLE
FIRST FLOOR
SHEET NUMBER
S -1
COPYRIGHT GIORGIO BALLI, PA.
8301 SW 53 AVE MIAMI, FL 33143 - 305.669.5160