03-1559-053i -
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—10"
1 "EXP. JT.
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" JAND 8' -0 ".
REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 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 do
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 #3012" 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/ #5012" 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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PROPERTY LINE
PARTIAL 2ND FLOOR FRAMING PLAN- SOUTH
SCALE: 1/8" = 17 -0"
2, I INDICATES EXTENT
"
OF 6" CONIC. SLAB
8 F COONSUL HH8
PHIS -ERS MC.
13392 SOUTH WEST 128 STREET
"I C" MIAMI FLORIDA 33186
PHONE: 305- 971 —GFCE
O FAX: 305-971-4332
E—MAIL: GFCEOGFCE.NET
CERTIFICATE OF AUTHORIZATION #9129