A-100 Church of the Apostles
A-l00.2
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W'Z'-4"GRAVELFILL 2-6'~
P\IC DRAIN PIPES
2 x 8 CEfl4\R BEAMS @ 1'- Z' O.C.
#5 HORIZ. BARS @ 12" O.C.
WtrJ STlRRUPS @ 12" O.C.
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3 . ~~I f~~~ SECTION
%" x"4" x 6" LlV ANGLE
TAC:( WELD TO BEAM
ANCHOR 2 x 8 CEDAR
BEAMS WI 4 - 5/16"
BOLTS @ 1'- 2" a.c.
PATIO AREA
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1/2. x 1 0" x 12"
WELDED FLANGE
ANCHOR TO CONC.
W/4 - 5/8. ILl BOLTS
5116' x 12" x 6" Sll.. BEAM
5116' x 12" x 6' STL BEAM
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FOUNDATION NOTES
1. USE 15 REBARS, 2 ON TOP I 2 ON BOTTOM (EXCEPT WHERE NOTED OTHERWISE)
WITH A MIN. OF 2" CLEARANCETO ALL SOIL SURFACES. USE t3 STIRRUP BARS AT 12- O.C.
TO HOLD BEAM BARS IN PLACE.
2. USE tI4 REBAR @ 12- O.C. EACH WAY FOR SLAB REINFORCEMENT. USE LIFT STANDS
UNDER ALL SlAB REINFORCING.
3. USE 8 MIL. NATURAL POLYETHELENE FILM WITH A WATER VAPOR PERMEABILTY
NOT MORE THAN 0.11 PERMS BY ASTM C-150. EXTEND VAPOR BARRIER 3'-0- (MIN) OUT
FROM FOUNDATION PERIMETER UNDER THE TOP SOIL LAYER.
4. REINFORCING STEEL - ASTM A-615, GRADE 40. ALL REINFORCING SHALL HAVE RAISED
DEFORMATIONS.
5. CONCRETE AGGREGATE NOT TO EXCEED 1-,
8. SAND CUSHIONS ARE NOT RECOMMENDED UNDER ANY SLAB SURFACES .
FILL UNDER SlABS SHOULD BE CONDITIONED WITH A MECHANICAL VIBRATING ROLLER
\NITH AT LEAST 8 TONS DYNAMIC FORCE.
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4. ~r~.%~~~~ DETAIL
PARKING
1.~~~.=1'-O.
CHRESTEN ·
JOHN
MKRTIN
+
ASSOCIATES
ARCHITECTS.
1312
W. LAVENDER
AllINGTON
TEXAS
76013
817.371.0107
chresten@aol.com .
ARCHrrEcrURE
PWNING
POOL DESIGN
CONTRACTING
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NOTES/REVISIONS/REMARKS .
REVISED PER PERMIT OFFICE
03.03.08
REVISED PER PERMIT OFFICE
AND CONTRACTOR
03.24.08
.
DATE DRAWING # .
A-100
RECEIVED
APR 03 2008
PLANNING DEPARTMENT