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SCALE 1/4 , = 11 -0 11 PLOORINGs 5C�4EDULE A C
CONCRETE:
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CONCRETE STRENGTH AT 28 DAYS.
SLAB ON FILL ......................._........ 2500 PSI, ITM TYPE * �--
ALL OTHER ........................._......._ 3000 PSI
OR AS SPECIFICALLY INDICATED ON PLANS.
COVER: 1 F'OL I51-4ED COLOR CONCRETE 5LA55
CONCRETE DEPOSITED AGAINST GROUND .................._..... 3' 3 �
12 " X 12 " TILE
FORMED CONCRETE IN CONTACT WITH GROUND ................ 2' r z
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BEAMS AND COLUMNS ....................... 1 1/2' 12 " X 1211 TILE
SLABS .............._.. 1
5LAE35 ON PILL (CONEORI"11NG W1 ACT-302)
a. 4' THICK REINFORCED WITH 6*6 - 10/10 WELDED WIRE WITH MIN. OF W OVERLAP OVER
WELL COMPACTED FILL. NOTE: DRAWING NO.
b. JOINTS:
1 1/2' D1=1=P POWER SAWED JOINTS (MUST BE CUT WITHIN 24 HOURS OF PLACING CONCRETE). 5FECIFICATION5 OF COLORS E3Y DESIGNER
c. VAPOR BARRIERS.
WATERPROOF MEMBRANES (OVI=RLAPPED 6') W/ A PERMEANCE OF LESS THAN 03 IN
ACCORDANCE W/ ASTM E - 96 UNDER ALL INTERIOR SLABS ON FILL.
d. FINISHING :
SEE ARCHITECTURAL DRAWINGS FOR SPECIAL REQUIREMENTS.
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