13-550-041m
I
';`)EE CONS
CALF. 1/4"=11-0"
PL0OR FLAN
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET 5 -1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -I.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR
FOUNDATIONS 5ELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN THIS LEVEL
UNLE55 OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS.
1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
8. FLOOR SYSTEM CONSIST OF A 4" CONCRETE OF A SLAB SUPPORTED W/8 "/12" PRECAST, PRE - STRESSED
CONCRETE JOISTS, REINFORCED W/ N 4 ,w12" PERPENDICULAR TO JOIST AND N 3tv12" TEMP REINFORCEMENT
PARALLEL TO JOIST.
9. SUPERIMPOSE DOOR OApS:
LIVE LOAD: - - - - PSF
DEAD LOAD------- - - - -20 P5F
REVISIONS BY
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PH: (305) 661 -9918 CA 9135
FX: (305) 675-2350
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