00-1245-001 REV15IONS 6y
STRUCTURAL NOTES
= S. W. 71 st. S T.
All work shall comply with the South Florida Building Code, the American Concrete Institute
ACI-318-83 and all other applicable codes and regulations.
All manufacturers of reinforcing and structural steel, precast (prestressed) concrete, and
prefabricated wood trusses shall submit shop drawings to the Architect for approval before
fabrication. Dimensions and lengths of fabricated units shown on shop drawings are the sole
responsibility of the General Contractor and are to be verified based on actual field conditions. In j
the case of reinforcing bars, strict adherence to the bar placing diagrams shown on the structural
drawings must be followed. General Contractor must make any revisions of corrections, if any, on
shop drawings before submitting plans to the Architect for final approval.
l;
All concrete shall develop the following minimum 28-day compressive strengths unless otherwise
shown on the structural plans:
Precast ........................................................................5000 psi U
All other ---------------------------------------------------------------------3000 psi (u-n-o-) W
Slump of concrete shall not exceed 5 inches. .~
Reinforcing steel shall be clean, deformed bars of new billet steel conforming with A.S.T,I"I.A185.
All reinforcing shall have the following minimum concrete coverage: C
u .CY) (0
Footings ..................................................................3.. U) N
Exterior cantilevered slabs ................................1" < (D m
Slabs poured on ground ......................................1 1/2" ` 0 m
Gradebeams ........................................................3"
Beams and columns ........................ 1 1/2" O
C: u_
Suspended structural slabs ..............................3/4"
E op
� 0
Structural steel shall comply with A.S.T.M. -A-3C.Welding electrodes shall be type E70XX. m
Structural steel columns shall comply with A.S.T.M. A-500 or AS-7.M.-A-501.All steel .� {� 0 pp
columns shall be filled with 3000 psi pearock concrete. Structural steel bolts shall conform with p
A.S.T.M.-A-325. a
All
structural lumber shall be of a clearly labeled and approved species with a minimum strength of O Q Q m
Fb=1200 psi. L �-
Footings shall bear on undisturbed soil. See foundation plan for sail notes_
All slabs on grade shall be poured over a .006 in. visqueen membrane on clean, well compacted U
p Z
inorganic fill All compacted soil shall attain aminimum.°J5 % density at optimum moisture as
determined by the Standard Proctor test unless noted otherwise on Soil Statement.
m
Bottom of all concrete tie beams shall be dropped over all door and window openings with minimum .0 �
8" bearing at each end. Provide 2 #5 additional bottom bars continuous and #3 ties at 12" o.c. O
throughout opening.
LLl
SOIL STATE-TENT Q
I
NVisual inspection of the existing soil reveals light sand and limerock
with an allowable design capacity of 2,000 PSF. Should other 1+11 £sN
9 p ty �.f:
conditions be encountered, Contractor shall notify architect before ` €
proceeding with the work.
.s
ssy k,
� s>
1£:5
S:yyc
■
� U
C
N
U)
+-, d'
C
u) M
r
4) 00 0
vi M
LO
E N 0
CO -0 CIO (Y)
N
AREA TO BE � U Cc
RENOVATED ■N 0 O
U
C:
C!)
�- DRAWN
A.L.
i CHECKED
T.�.
S U N S ET DRIVE PA-T
SEFT-10-00
SCALE
PROPER7Y PLAN T- —_ No.
4.1
SCALE : 1" = 20' SHEET
S�
II
A -1
b OF SHEETS
Ell
`V
I `A