HomeMy WebLinkAboutS-1639 Map 3EVISIONS:
LEGEND
INDICATES #5 HAIRPIN REINFORCING
W/ 10'-0" LEGS
ICATES SPREAD FOOTING
INDICATES CONTROL JOINT
-------INDICATES CONTINUOUS FOOTING
INDICATES RIGID FRAME COLUMN
BY PRE-ENGINEERED METAL
BUILDING MANUFACTURER
0000 INDICATES OUTSIDE EDGE OF FOOTING
0
INDICATES TYPE OF STEEL COLUMN.
0
INDICATES SIZE OF FOOTING
INDICATES DETAIL NUMBER.
p INDICATES DIRECTION OF VIEW.
0 0 0'___" - INDICATES SECTION.
INDICATES SHEET NUMBER WHERE DETAIL
OCCURS.
INDICATES SHEET NUMBER WHERE
SECTION OCCURS.
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
W-24
1'-4"X 2'-0"X CONT.
(3)#4's ® CONT. IN BOTTOM
F-48
1'-4"X 4'-O"X 4'-0"
#5's 0 6" O.C. EACH WAY IN BOTTOM
F-60
1'-4"X 5'-0"X 5'-0"
#5's ® 6" O.C. EACH WAY IN BOTTOM
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NOTE:
THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, QUANTITIES,
SIZES, ETC. OF METAL BUILDING COMPONENTS, AND SHALL COORDINATE
THESE STRUCTURAL PLANS AND DETAILS WITH THE FINAL ERECTION
DRAWINGS PROVIDED BY THE METAL BUILDING MANUFACTURER, THESE
DRAWINGS AND DETAILS ARE BASED ON PRELIMINARY DATA PROVIDED
BY OTHERS. THE GENERAL CONTRACTOR IS TO COORDINATE THESE
DRAWINGS WITH METAL BUILDING MANUFACTURER'S DRAWINGS. THE
STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR CHANGES MADE BY
THE OWNER, CONTRACTOR OR METAL BUILDING MANUFACTURER.
25-0"
-0"
12"
0_ 8'-0" 11'-0"
W
W-24
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W-24 L---------
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\-1/2" EXPANSION JOINT BETWEEN
ABUTTING CONC. CONSTRUCTION (TYP.)
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INDICATES #5 HAIRPIN REINFORCING
W/ 10'-0' LEGS
'NO.I DATE REVISION '
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SHEET TITLE:
FOUNDATION & SLAB
ON GRADE PLAN
PROJECT NUMBER;
HW9-360
PROJECT DATE:
JUNE 2009
SCALE: 1/4" = 1'-C"
NOTE: CONTRACTOR TO VERIFY FLOOR DRAINS & LOCATIONS.
SHEET NUMBER:
S-2.O