HomeMy WebLinkAboutS1 0 Single Post V1AS REV. ON DRAWING:
SUBJECT OF REVISION.
REVISION b:
APPROVED
OV0r22
A B OC OD
9'-0" 18,-0" 9'-0"
METAL DECK
CONCRETE FOOTING —STEEL COLUMN ["C" PURLIN PER PLAN
— TYPICAL PER PLAN —
TYPICAL VE SOIL ASPHALT
[NITI
NO FILL
l
TYPICAL ELEVATION
SCALE. 1/8" = 1'—Y,
30 \—1 \ ' l
18' 0"
10'-0" 4'-0"
METAL DECK
1/412
"C" PURLIN PER PLAN
— TYPICAL
STEEL COLUMN
PER PLAN — TYPICAL
STEEL BEAM PER PLAN
CONCRETE
L FOOTING NATIVE SOIL ASPHALT
TYR NO FILL
TYPICAL SECTION PRELIMINARY CARPORT
B DESIGN- SINGLE POST
SCALE 1/4" = 1'-0"
TYPICAL ELEVATION
AND SECTION
NOTES:
1. PRELIMINARY PLANS AND PROFILES
2. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR
TO PROCEEDING WITH CONSTRUCTION_
3. SEE SHEET S2.0 FOR ADDITIONAL INFORMATION
4. INTERIOR BAYS MAY BE ADDED OR REMOVED
AND CANTILEVERED ENDS REMOVED AS
REQUIRED FOR DIFFERING STALL
CONFIGURATIONS.
5. BAY DIMENSIONS ARE TYPICAL, ACTUAL
DIMENSIONS MAY VARY.
CARPORTS OF WASHINGTON
P.O. BOX 2389
BUCKLEY, WA 98321
(253) 86 2— 7556
SITTS & HILL ""`° 81 o
ENGINEERS, INC.
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