12-303-033F
u
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F
p(
F
i
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a
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,
COLUMN (C) SCHEDULE
910 -01
MARK
SIZE.
CAMBER
BOLT PATTERN
MARK
SIZE
BASE CONNECTION
AND /OR REMARKS
C1
TS 5x5x3/16
SEE DETAIL 04
- --
BEAM (B) SCHEDULE
919 -01
MARK
SIZE.
CAMBER
REMARKS
B1
TS 7x5x5/16
S3.1
AT B1A, CURVE BEAM TO
FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL
STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS.
THESE DRAWINGS /CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR
MATCH STOREFRONT
trj
M
LOCATION OF DETAILS
DETAILS
SHEET
DESCRIPTION
- --
S1.1
GENERAL STRUCTURAL NOTES
01 -19
S3.1
DETAILS
FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL
STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS.
THESE DRAWINGS /CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR
CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF
RECORD'S SEAL IS AFFIXED 10 WRITTEN SIGNATURE.
PROJECT NUMBER 12 -153
PROJECT MANAGER RAD
PROJECT ENGINEER KAR
PROJECT DRAFTER DKS
AL CARUSO - TURLEY- SCOTT- INC
consulting structural engineers
1215 West Rio Salado Parkway, Suite 200 -
Tempe, Arizona 85281 (480)774-1700(774-1701 FAX)
www.ctsaz.com