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SEE SCHED.) ALL EXTERIOR WALL
TYPICAL PERIMETER FOOTING
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TOP BARS
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(BEARING END) (5EA
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GENERAL STRUCTURAL NOTES
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12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
THICKENED EDGE DETAIL
1 0 5 CONT.
T. (305) 278 -7776
F. (305) 278 -7473
Q WWW.BELLONMILANES.COM
AA- 0003505
END) O TYP.STEP IN SLAB O TYP.DROP SLAB O
1. GENERAL
A. THE CONTRACTOR SHALL FIELD -CHECK ALL DIMENSIONS ON THE STRUCTURAL
DRAWINGS AND VERIFY THE SAME ON THE ARCHITECTURAL SET_ ARCHITECTURAL
DETAILS SUCH ASt SLAB DEPRESSIONS, WATERPROOFING, CURBS, MECHANICAL
OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON
THE ARCHITECTURAL SET_
B_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AN BRACING TO
ENSURE SAFE - WORKING CONDITIONS AT ALL TIMES_ ALL CONSTRUCTION SHALL
CONFORM TO THE FLORIDA BUILDING CODE 2004_
2. CONCRETE
A_ ALL CASTING IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH(Vc) AT 28 DAYS OF 3000
B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI -301 (2002)
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING_
3. REINFORCING STEEL
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH
ACI -318 (2002)
B. REINFORCING STEEL SHALL BE DEFORMED BAR'S CONFORMING TO ASTM A 615
GRADE 60,
UNLESS OTHERWISE NOTED.
C_ ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE.
E. ALL BOTTOM BARS SHALL BEAR 6' MINIMUM OVER SUPPORTS.
4.MINIMUM CONCRETE OVER REINFORCING MINIMUM CLEAR COVER (IN.)
A CONCRETE AGAINST AND PERMANENTLY
EXPOSED TO EARTH (UNFORMED FACES) 3
5. CONCRETE EXPOSED TO EARTH OR WEATHER
(FORMED FACES):
A. 06 BARS AND LARGER 2
5.05 BARS AND SMALLER 11/2
G. NOT IN CONTACT WITH GROUND 3/4'
A. STRUCTURAL SLA55 t WALLS
B. BEAMS AND COLUMNS(PRIMARY REINFORCEMENT,
TIES STIRRUPS 8 SPIRALS) 1 -1/2'
C. SLABS ON GRADE OVER VAPOR BARRIER 1 -1/2'
51" IASONRY
A_ HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST
EQUAL TO THAT REQUIRED BY ASTM C S0 'STANDARD SPECIFICATIONS FOR
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS'.
5. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION
SPECIFICATIONS OF ASTM G 210. EXCEPT THAT SLAG CEMENTS SHALL NO BE
USED. MORTAR FOR EXTERIOR WALLS SHALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS
A50VE GRADE AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M, S,
OR N.
C. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE
SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
D. GROUT FOR MASONRY UNITS SHALL CONFORM TO ASTM C 41(o AND SHALL
ATTAIN A COMPRESSIVE STRENGTH OF F'C- 3000 P.S.I, AT 28 DAYS.
E. MINIMUM COMPRESSIVE STRENGTH OF UNIT MASONRY 1900 PSI RESULTING
TO PRISM STRENGTH OF 1500 PSI.
F. MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT SHALL BE
4' -0'.
G. SLUMP S' + 1'_
6.STRUCTURAL STEEL
A. STRUCTURAL STEELWORK SHALL COMPLY WITH AISC 'SPECIFICATIONS FOR THE
DESIGN,
FABRICATIONS AND ERECTIONS OR BUILDINGS' AS IT APPEARS ON THE MANUAL
OF STEEL
CONSTRUCTION, LATEST EDITION.
5. STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM TO
ASTM A 36,
FY= 36 KSI_
C. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A 46, FY= t 46 KSI.
1. STRUCTURAL LUMBER
A. QUALITY OF WOOD TO CONFORM WITH FLORIDA BUILDING CODE 2004
5. WOOD SHALL BE OF A GRADE OF NOT LESS THAN 1,000 P,S.f. OF NORMAL
EXTREME FIBER STRESS. SOUTHERN PINE STRUCTURAL GRADE * 2 OR BETTER
C. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
S. WOOD TRUSSES
A. TRUSSES TO BE DESIGNED AND FABRICATED TO MEET THE REQUIREMENTS OF
NATIONAL DESIGN SPECIFICATIONS FOR STRUCTURAL GRADE LUMBER AND ITS
FASTENINGS AND TIMBER CONSTRUCTION STANDARD BY TPI. TRUSSES SHALL BE
DESIGNED FOR SUPERIMPOSED LOADS INDICATED IN PLAN.
5. TRUSSES SHALL BE ENGINEERED TO SPAN THE CONFIGURATION INDICATED ON
DRAWINGS, PROVIDE(3) COPIES 24' X 36' OF TRUSS DRAWINGS AND ENGINEER'S
CALCULATIONS WITH SEAL OF REGISTERED ENGINEER IN THE STATE OF FLORIDA
FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION.
C. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS 4 GIRDERS SHALL BE SECURED
WITH APPROVED METAL TIES, CLIPS AND ANCHORS AT CONNECTIONS. SEE
CONNECTION NOTES 4 DETAILS)
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ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
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DATE: 02 -13 -01
DRAWN: ALEX P - A.P - J.P
CHECKED: A -P
PROJ. NO: 20061-5052
1.
2.
3.
BDC: BUILDING DEPT. COMMENTS
CC:` - COORDINATION- CHANGES
AB-
tSidWN ASTER` APPROVAL
LEOPOLDO BELLON, AIA
AR- 008737
ANGEL MILANES, AIA
AR- 0015845 s
S -3
OF