Plans NOISIAIO JNI01ing
Odvoil JO A110
SOU 01 8 33
GENERAL NOTES a n I ^3 ai
Scope of work: Provide new column, column attachments, and any required new beams to repair
existing entry column and surrounding framing damaged by car crash.
1. Contractor to verify and confirm all dimensions and conditions and notify Engineer of any
discrepancies prior to start of work.
2. CODE: 2003 IBC as amended by the State of Oregon.
3 . The Contractor shall be responsible for structural stability of the structure during
construction. The structure shown on the drawings has been designed for stability under
the final configuration only.
4. All wedge anchors to be Simpson Wedge -All or equal approved by the Engineer.
5. All framing lumber to be DF-#2 or better unless otherwise noted.
6. Structural steel:
Miscellaneous steel ASTM 36 (Fy= 36,000 PSI) unless noted otherwise.
H.S.S. Column: ASTM A500, Grade "B" (Fy = 46,000 PSI).
All Bolts to be ASTM A307 unless noted otherwise.
x .1,4, Welding: Per AWS standards, by certified welders, all electrodes to be E7OXX,
• - ----- 1 provide special inspection per section 1701 of the code.
All steel to have shop coat.
7. All waterproofing by others. OTC ■•
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7650 SW Beveland St., Suite 100
Tigard, Oregon 97223 COLUMN REPAIR Job #: 5021
Phone: (503) 443 -3900 Sheet: Of:
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