03-1559-056Y
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16' -10" 4-0 5- 4-0 11-0
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16' -10"
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1"
30 ' -1"
NUI ING OVER
NOTES:
1.- ALL INTERIOR WALLS TO BE 8" THK. CMU, REINFORCED W/ #6032" MAXIMUM SPACING
VERTICAL. PROVIDE 2 #6 VERT. ON EACH SIDE OF ALL OPENINGS BETWEEN 3' -0" AND
8' -0 ". REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT
AT 16" O.C. ALL WALLS MUST BE GROUTED SOLID UP TO 2' -0" ABOVE SLAB.
2.- SEE M.E.P DRAWINGS FOR EXACT LOCATIONS OF ALL FLOOR OPENINGS.
3.- CONTRACTOR TO COORDINATE LOCATION OF PRECAST JOISTS WITH ALL OTHER TRADES.
SPACING SHOWN FOR PC JOISTS TO BE MAXIMUM.
4.- SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS AND INFORMATION.
5.- REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR NONBEARING WALLS, OPENINGS
SIZES AND LAYOUT, BALANCE OF DIMENSIONS, AND ADDITIONAL INFORMATION.
6.— TIE BEAM (TB) TO BE 8"x12" W/2 #5 T&B AND #3 012" STIRRUPS.
7.- REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, INFORMATION
INTERIOR WALL LAYOUT, MECHANICAL OPENINGS, SLAB DEPRESSIONS, OPENING SIZES AND
OTHER INFORMATION.
8.- S -1 INDICATES 6" CONC. SLAB W/ #5@12" 0/C EA WAY BOTT.
9.- PROVIDE CORNERS BARS ON ALL TIE BEAM TO MATCH LONGITUDINAL REINFORCEMENT
WITH A SPLICE EQUAL TO 48 DIA.
10.- ALL COLUMNS SHALL TERMINATE WITH A STANDARD HOOK INTO TIE BEAM, 2"
FROM TOP OF BEAM.
11.- SPLICE ON TIE BEAM REINFORCEMENT TO BE 32" MINIMUM.
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M632 171-0m
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w
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PARTIAL 3RD FLOOR FRAMING PLAN- SOUTH
SCALE: 1/8" = V -0"
2' -6"