HomeMy WebLinkAboutZ-5779 Map 448'-4" OUT TO OUT FASCIA
COL
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0
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0
30 X10
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V)
3 Nm�T
12" q TO q
BOLT SPACING (TYP.)
HIGH POINT OF
FINISHED GRADE
CONSTRUC71ON JOINT
___ L _ J
OUTLINE OF FASCIA
FOOTING PLAN
TYPICAL _FOOTING SECTIQN
_(WWI DRIVEWAY RESTRAINT
DENOTES FOOFING SIZE BASED ON AN ASSUMED V-0" BURY OF THE
COLUMNS FROM THE BOTTOM OF THE BASE PLATE TO FINISHED GRADE
WITH THE DRIVEWAY CONCRETE BEARING ON THE TOP OF THE FOOTING.
ANY AMOUNT OF COLUMN BURY OT,!-jL.4 ,THAN V -O' HILL RESULT IN
MORE OR LESS MINIMUM CLEARANCE.
ANY AMOUNT OF COLUMN BURY LESS THAN THE SUM OF THE THICKNESS
OF THE DRIVEWAY SLAB AND DRIVEWAY SLOPE.WILL. RESULT IN A LARGER
FOOTING
NOTU
1.) ALL FOOTINGS ARE DESIGNED IN ACCORDANCE WITH LOCAL
BUILDING CODES.
2.) RECOMMENDED FOOTING SIZES ARE GIVEN BASED ON CHAPTER 29
OF THE 1988 UBC, USING 1,500 P.S F.MINIMUM SOIL BEARING CAPACITY
AND 150 p.51. f. LATERAL BEARING CAPACITY PER FT. OF DEPTH.
FOOTNOTES FROM TABLE 29-B WERE APPLIED.
3.) TOP OF FOOTING ELEVATIONS ARE EQUAL UNLESS OTHERWISE NOTED.
4.) LIVE LOAD: 25 P.S.F.
WIND LOAD: 25 P.S.F.
BASE PLATED TAIL
T.S. 8x8x3/16 -
COLUMN
ANCHQR BOLT b- I;qu'L-.
4"x3"x3/B-
GUSSET PLATE
r
CONDUIT AS REW'D
BY OrHERS
i
ANCHOR BOLTS:
1 1/4"0 x 2"-6" LONG
W/ LEVELING NUTS & WASHERS
(ASrM A36)
NON -SHRINKING GROUT TO BE
APPLIED AFTER CANOPY IS
LEVELED & SECURED
TOTAL PETROLEUM
5322 ASIIER
UTTLEROCK, AR
.'.IF:11W�MbUi<"�V.ygAP41Ys3.M1Y�•.JY.',.'<':P<lttlYSV.F.1'Su'IgIG"FA.,"r'4FM.<%,..
40'1 x 48'1: (4) CO( CANOPY WI i H
42" LAMINATED SMOOTH FASCIA
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MADE JHM DATE 11:11_93 n rn
Urr..DATE -- ERFCI(ON DFAV1W W;. 1 or f (i t 7 .-.
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