13-550-042I All
';)E CONE:) FL 00FP., FLAN
CALE. 1/4"=l'-011
NOTES
I. FOR GENERAL NOTES, REFER TO SHEET S -IID.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -1.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR
FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN TH15 LEVEL
UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
(o. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS.
i. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
8. FLOOR SYSTEM CON515T OF A 4" CONCRETE OF A SLAB SUPPORTED W /8"/12" PRECAST, PRE - STRESSED
CONCRETE JOISTS, REINFORCED W10 4e12" PERPENDICULAR TO JOIST AND • 3g12" TEMP REINFORCEMENT
PARALLEL TO JOIST.
9- SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ------ - - - -50 PSF
DEAD LOAD------- - - - -20 PSF
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