HomeMy WebLinkAbout2ND FLOOR LAYOUTAERIAL" J" FLOOR SYSTEM
GENERAL NOTES:
THIS DRAWING IS FOR AERIAL PRECAST CONCRETE, LLC AND SHOULD BE USED IN
CONJUNCTION WITH APPROVED ARCHITECTURAL, STRUCTURAL AND MECHANICAL
PLANS.
AERIAL 50ELEMENTS: FC = 5,000 PSI AT 28 DAYS
3" CONCRETE SLAB
ALL STRUCTURAL ELEMENTS DESIGNED BY AERIAL PRECAST CONCRETE, LLC FOR
THIS PROJECT HAVE BEEN DESIGNED IN COMPLIANCE WITH 2O17 FLORIDA
BUILDING CODE.
DEFLECTION CRITERIA:
LIVE LOAD DEFLECTION LIMIT: LENGTH/360.
TOTAL LOAD DEFLECTION LIMIT: LENGTH/240.
STRUCTURAL STEEL CSC LRFD)
ALL STRUCTURAL STEEL COMPLIES WITH AISC LRFD 13TH EDITION.
STEEL BEAMS - ASTM A992 (GRADE 50).
STEEL RECTANGULAR / SQUARE COLUMN SECTIONS - ASTM A-500 (Fy=46 KSI),
GRADE B,
STEEL CIRCULAR COLUMN SECTIONS - ASTM A-500 (Fy=42 KSI), GRADE B.
STEEL ANGLES - ASTM A592, GRADE 50
STEEL ROUND WEB MEMBERS - ASTM A36
ALL STRUCTURAL STEEL PROVIDED WITH A SHOP COAT OF RUST INHIBITIVE PAINT.
ALL SHEAR STUDS - TYPE B, ASTM A108 (Fu = 65 ksi)
CONSTRUCTION NOTES
ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS
DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION
PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED.
ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES.
ALL STEEL BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP
PLATES OF HOLLOW STEEL TUBE COLUMNS (NOT TO THE SIDE OF STEEL TUBE
COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED WITH
GROUT.
ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE
DONE AFTER CONCRETE HAS REACHED 70% OF THE SPECIFIED COMPRESSIVE
STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS).
THE CONTRACTOR AND /OR THE OWNER IS RESPONSIBLE FOR VERIFYING THAT
ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS CORRESPOND
WITH THOSE IN THE FIELD. THE AERIAL ENGINEER, THE STRUCTURAL ENGINEER
AND THE ARCHITECT OF RECORD SHALL BE ADVISED OF ANY VARIATIONS BEFORE
FABRICATION.
AERIAL PRECAST CONCRETE, LLC WILL NOT BE RESPONSIBLE FOR ANY CHANGES
OCCURRING AFTER THE SHOP DRAWINGS HAVE BEEN APPROVED BY ONE OF THE
FOLLOWING: OWNER, GENERAL CONTRACTOR, ARCHITECT OR THE STRUCTURAL
ENGINEER OF RECORD. FABRICATION WILL START ONLY AFTER APPROVAL HAS
BEEN RECEIVED.
ALL CONCRETE BEAMS AND COLUMNS SHALL BE LEVEL AND SQUARE READY TO
INSTALL THE AERIAL FLOOR SYSTEM.
DO NOT PLACE SKIDS OF BLOCK, SAND, DRY WALL, ETC. WITHOUT SHORING.
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TEMPORARY SHORING.
DO NOT DRILL, BURN, OR CUT ANY OPEN WEB STEEL JOIST. PENETRATIONS
THROUGH THE 3" CONCRETE SLAB OF UP TO 5" IN DIAMETER ARE ACCEPTABLE.
LARGER OPENINGS REQUIRE THE APPROVAL OF AERIAL FLOOR ENGINEER.
NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE SLAB WITHOUT THE
APPROVAL OF AERIAL FLOOR ENGINEER.
ALL VERTICAL REINFORCEMENT IN THE TIE BEAM MUST BE OFFSET AT LEAST 4"
FROM THE INSIDE FOR BEARING CLEARANCE OF THE AERIAL FLOOR SYSTEM.
IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO GIVE US FREE AND EASY
ACCESS FOR OUR CRANE AND TRAILERS.
NOTE:
SHOP DRAWING SHOULD BE USED IN
CONJUCTION WITH ARCHITECTURAL &
STRUCTURAL DRAWINGS, FOR ADDITIONAL
DIMENSIONS AND MORE DETAILS.
��
CONCRETE SLAB
A CONTINUOUS #4 REBAR
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BEARIMIN
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m®
I A END OF STEEL JOIST DETAIL VIEW A � END DIAGONALS
A FOR AERIAL FLOOR SYSTEM VIEW e
N.T.S.
STEEL BEAM SCHEDULE
MK
QTY.
LENGTH
SIZE
ELEVATION
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1
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—0'-3"
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1
16'-7j"
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—0'-3"
B-3
1
17'-11"
W14 X 22
—0'-3"
B-4
1 1
1 21'-11"
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1 —0'-3"
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STEEL STEEL JOIST
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SHEET No.
ML
11 SLAB EDGE TO CONIC. OEAM
CONNECTION
12 STEEL BEAM
TO STEEL BEAM CONN.
ApC 3
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9 JOISTS PARALLEL TO STEEL BEAM CONNECTION
APC-3
10 JOIST TO STEEL
BEAM CONNECTION
APC-3
APc-3
DETAIL PLAN
SEQUENCE
APC-3
N.T.S.
3 OF 4
PROVIDE
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15 JOIST TO CONC. BEAM
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SHEET No.
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APC-4
DETAIL
PLAN
SEQUENCE
0
N.T.S.
4 OF 4