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Structural
3/4!'= F-O"
Details 1 - South Elevation
General Structural Notes
THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND
ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO
SERVE AS SHOP DRAWINGS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE
ZONES), 2010 EDITION. WIND PRESSURES HAVE BEEN DETERMINED IN ACCORDANCE WITH ASCE 7 -10, V -175 MPH
(DADE COUNTY), RISK CATAGORY II, EXPOSURE D.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THESE PLANS AND THE EXISTING CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURE DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND JOB SITE SAFETY.
CONTRACTOR SHALL EXERCISE ALL DUE CARE DURING DEMOLITION, EXCAVATION AND CONSTRUCTION TO PROTECT
WORKERS AND EXISTING CONSTRUCTION. CONTRACTOR SHALL NOT LOAD NEW OR EXISTING STRUCTURES BEYOND
THEIR DESIGNED CAPACITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED
DURING CONSTRUCTION. CONTRACTOR SHALL ATTEMPT TO LOCATE CONCEALED AND UNDERGROUND PIPES,
CONDUITS ETC. PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF CHAPTER 33 OF THE
FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS.
ALL REINFORCING STEEL SHALL CONFORM TO ASTM A -615 GRADE 60 AND SHALL BE NEW, FABRICATED AND
DETAILED IN ACCORDANCE WITH AC1315. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE
SUPPORTED ON PIECES OF BRICK AT A MAXIMUM SPACING OF 36 INCHES C/C EACH WAY. LAP FABRIC A MINIMUM
OF 6 INCHES AT THE SIDES. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW.
Section A
3/411 = 1' -01'
;t. framing
>t. concrete
dia. x 5" long
on bolts
1/4 (9" long)
1/4 (as shown in
to columns & to
:hannels
at columns
3/8x6x10 w/ (2)%"
x 5" long exp. bolts
:oncrete
exist. conc. slab
- Storefront Reinforcing
SPLICES IN REBARS SHALL BE A MINIMUM OF 36 BAR DIAMETERS U.O.N. ALL HOOKS IN REBARS SHALL BE STANDARD
AC1318 HOOKS.
GROUT SHALL BE MINIMUM 3000 PSI WITH A SLUMP BETWEEN 8 AND 11 INCHES. GROUT SHALL BE PLACED IN LIFTS
NOT EXCEEDING 5 FEET AND A MAXIMUM POUR OF 12 FEET 8 INCHES. REINFORCEMENT SHALL COMPLY WITH
ACI 530 -08.
STRUCTURAL STEEL SHALL CONFORM WITH ASTM A -36 FOR PLATES AND SHAPES AND TO ASTM A -500 FOR
RECTANGULAR TUBING. ROUND PIPES SHALL CONFORM WITH ASTM A -53. ANCHOR BOLTS SHALL CONFORM TO ASTM A-
307. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A -325 AND SHALL BE BEARING BOLTS UNLESS OTHERWISE NOTED.
ALL WELDING SHALL BE IN ACCORDANCE WITH AWS STANDARDS AND SHALL BE PERFORMED BY CERTIFIED WELDERS.
STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A CORROSION INHIBITING PRIMER AND PAINTED WITH A
COMPATIBLE PAINT AS REQUIRED BY THE ARCHITECT AND /OR OWNER. SURFACE PREPARATION, PRIMING AND
PAINTING SHALL CONFORM TO THE REQUIREMENTS OF THE SSPC.
EXPANSION BOLTS INDICATED IN THESE DRAWINGS SHALL BE HILTI KWIK BOLT II SYSTEM OR EQUAL CONFORMING
TO MATERIAL SPECIFICATIONS FOR STUD, WEDGE, NUT AND WASHER INDICATED BY HILTI SYSTEM. BOLTS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATION TO OBTAIN ALLOWABLE SHEAR AND
TENSION CAPACITY INDICATED IN HILTI CATALOG.
WHERE STEEL REINFORCING BARS ARE INDICATED TO BE SET IN EPDXY, SYSTEM SHALL BE HILT[ HIT- Y150 MAX.
SYSTEM CONFORMING TO ASTM C 579 OR EQUAL INSTALLED IN STRICT ACCORDANCE WITH MANUFA RER
RECOMMENDATIONS.
I
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TERR. MIAMI, FLORIDA 33173
305 -696 -4874
PROJECT
An Interior Renovation to
the Medical Offices of:
DR. SANDINO
GONZALEZ
elev.) 6150 Sunset Drive
exist. South Miami, Florida 33143
SEAL
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PLANS & DETAILS�:,�r�
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REVISION,
DESIGNED BY
B.A.
DRAWN BY
B.A.
APPROVED BY
S.G•
DATE 7- 13 -t2
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PROJECTNO. 12Q 8
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