HomeMy WebLinkAboutS-1639 Map 8REVISIONS:
ND. DATE HEVIS�D N
TENDON
ANCHOR (LIVE
OR DEAD END)
FINISHED FLOOR
ELEVATION SEE
ARCH.
t
FINISH GRADE
SEE SITE PLAN
°
d .
� d
°
0
I i
1'-0"
THE BOTTOM OF ALL
EXTERIOR FOOTINGS SHALL
BE 1'-6" MIN. BELOW GRADE
'/T RIB TENDON
'/T SLAB TENDON
" PLASTIC CHAIR
CONC. SLAB
FINISHED
FLOOR
SEE
OU
1 L VAPOR
° BAIiRI R
a COMPACTED
STRUCTURAL FILL 0
#U(NU SIDEWAYS 18" O.C.
r
I
II (2) #5 BOTTOM BARS CONT. LAP
�f 2'-6" MIN. AT ALL SPICES.
PROVIDE CORNER BARS AT ALL
CORNERS & INTERSECTIONS. 1'-6"
#4 TIES ® 24" O.C.
TYPICAL
EXTERIOR
FOOTING
S2.0
S4.1
SCALE : 1" =1'-O"
/T RIB TENDON
/T SLAB TENDON
" PLASTIC CHAIR
" CONC. SLAB
NOTE:
IF TENDON PLASTIC
COVERING IS EXPOSED,
WRAP W/ PLASTIC TAPE,
12' MIN. EXPOSED
TENDON TAIL REQ'D.
FOR
Q 1d
6,.
[D d a d
�\ ROUGHEN SURFACE WHERE UPP R
& LOWER POURS MEET TO
o ° PROVIDE GOOD BOND ellI I
! ° G #4 "U" BARS ® 18" O.C. 7-i-N
J
�(2) #5 BOTTOM BARS CONT. LAP
2'-6" MIN. AT ALL SPICES.
PROVIDE CORNER BARS AT ALL
ol 1'-6" CORNERS & INTERSECTIONS.
#4 TIES ® 24" O.C.
� TYPICAL INTERIOR FOOTING
1 SCALE : 1" =1'—O"
DR
THRU EDGE FORM
CATHEAD
0
REMOVE PLASTIC COVERING FROM
END OF TENDON TRIM PLASTIC
FROM END TO 1" MIN. FROM
ANCHOR & 2" MAX. FOR ANCHOR.
(2)-20D RING SHANK OR CEMENT
COATED NAILS. NAIL LOOSE
ANCHOR TO FORM WORK.
r-2" PLASTIC CHAIR
P/T TENDON
TYPICAL LIVE END
S2.0 S4.1 SCALE : 1" =1'—O"
(2)— 0D RING SHANK OR
CEMENT COATED NAILS,
NAIL LOOSE ANCHOR TO
FORM WORK.
DO NOT DRILL
HOLE THRU
EDGE FROM
AT DEAD END
d �O
—DO NOT WRAP EXPOSED TENDON
AT DEAD END
2" PLASTIC CHAIR
Q 13 °
/T TENDON
HOLD END OF TENDON 1"
CLEAR OF FACE OF FORM
S2.0IS4.1 SCALE : 1" =1'-0"
SPECIAL NOTES:
1. ALL POST -TENSIONING TENDONS AND REINFORCING SHALL BE SIZED BY
POST -TENSIONING ENGINEER. PROVIDE COMPLETE DRAWINGS SEALED BY
AN ENGINEER REGISTERED IN THE STATE OF ARKANSAS.
2, FOUNDATION SECTIONS SHOWN ARE FOR GENERAL INFORMATION ONLY
THE POST -TENSIONING ENGINEER MAY CHANGE SIZES AND/OR
CONFIGURATION OF FOOTINGS, REINFORCING AND TENDONS.
PROJECT NAME:
F—
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SHEET TITLE:
FOUNDATION DETAILS
PROJECT NUMBER:
HW9-360
PROJECT
DATE:
JUNE
2009
SHEET NUMBER:
Ste. 1