13-749-084r
ROOF FRAMING LEGEND:
TOP OF DECK ELEVA TION
-- - PROPOSED � OF STEEL JOISTS
---------- PROPOSED CONTINUOUS STEEL ANGLES
Ej PROPOSED CONCRETE COLUMN BELOW
PROPOSED CONCRETE TIE BEAM BELOW
PROPOSED NON -LOAD BEARING WALL BELOW
ROOF FRAMING NOTES:
1. SEE SHEET Sl. 0 FOR STEEL JOIST NOTES.
2 SEE SCHEDULES ON S4.1 FOR BEAM SIZES AND REINFORCING.
J. COORDINATE ALL ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL.
4. ROOF IS COMPOSED OF 14KJ JOISTS AT 5' 0.C. WITH 1.58SV GAGE 22 METAL
DECK AND LIGHTWEIGHT INSULATING CONCRETE.
5. STEEL JOIST DESIGN AND INS TALLA TION SHALL COMPL Y WITH THE FLORIDA
BUILDING CODE. MANUFACTURER SHALL SUBMI T SHOP DRA WINGS INDICA TING ALL
REQUIRED CONNECTIONS, REINFORCEMENT AND LA YOU T. SHOP DRAWINGS AND
CALCULATIONS SHALL BEAR THE SEAL OF A FLORIDA REGISTERED ENGINEER.
6. ALL SUSPENDED MECHANICAL LOADS TO BE PROVIDED TO JOIST MANUFACTURER,
AND ENGINEER OF RECORD, PRIOR TO DESIGN.
7. STEEL JOISTS TO BE DESIGNED FOR ULTIMATE NET UPLIFT OF -69.5 PSF.
8. STEEL JOIST BEARING SEATS TO BE ADJUSTED FOR SLOPED ROOF.
BEARING SEAT NOT TO EXCEED 5" WIDE.
9. SEE ARCHITECTURAL DRAWINGS FOR FIREPROOFING REQUIREMENTS FOR ROOFS,
10. THERE ARE NO ROOFTOP EQUIPMENT PROPOSED FOR THIS BUILDING. ROOF
PENETRATIONS ARE 13"x13" OR SMALLER (SEE TYPICAL DETAILS). COORDINATE
KITH MEP DRAWINGS.
11. COLUMNS TO EXTEND TO TOP OF PARAPET U.N.O.
12. SEE SHEET S5.0 FOR THE LOCATION OF THE DROPPED TIE BEAM OVER MASONRY
OPENINGS ADJUST TIES TO INCLUDE ADDITIONAL REINFORCING AT THESE
LOCA TIONS.
FRAMING KEY: SEE SHEET S4.1
FOR REINFORCEMENT
TB -3
L NUMBER ON SCHEDULE
TIE BEAM
L-1
L TYPE
STEEL ANGLE
SEE BELOW
L-1: 4 "x3j"x4" ANGLE (LL V, CONT.) WELDED TO STEEL JOISTS.
L-2: 4'x3"x4" ANGLE (LL V, CONT.) CONNECTED TO BEAM OR
MASONRY WITH J"O EXPANSION BOLTS 0 32" O.C. CELLS TO BE
GROUTED 0 BOLT LOCATIONS.
N
32'--O�"
10'--8" TB -1 j T3 -1A (CONC. EYEBROW)
Na
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51'-7"
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TB -4
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SEE BEAM SCHEDULE
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RECREATIONAL
DESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
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