S3_0.pdf
PDF 757 KB Posted
- Solicitation number
- HSFE10-13-B-0004
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Warehouse Foundation S3.0
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| Addendum_to_MSE_Wall_Design_Report_FWP2.pdf | ||
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| Warehouse_Site_Location_Map.docx | DOCX document | |
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| S2_0.pdf |
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Text version
THESE DRAWINGS ARE SUBJECT TO
REVISIONS PENDING LOCAL JURISDICTIONAL
REVIEW.
TYPICAL REINFORCEMENT PLACEMENT DIAGRAM7 RIGID FRAME CONNECTION - GRID 11
2TYP CONST & CONTROL JOINTS
TYPICAL BAR BENDING DETAIL6
5 RIGID FRAME CONNECTION - GRID 2
3 TYPICAL EXTERIOR FOOTING
4 AT RIGID FRAME COLUMNS
TYPICAL THICKENED FOOTING
8 TYPICAL END COLUMN CONNECTION
bret Typewritten Text bret Typewritten Text
BASEPLATE, STEEL MEMBER AND ANCHOR BOLTS PER
PRE-ENGINEERED BUILDING MANUFACTURER (TYP)
bret Typewritten Text bret Line bret Line bret Typewritten Text
ENSURE HAIRPIN FITS AROUND ANCHOR BOLTS - CHECK PEMB DIMS.
CONTRACTOR TO VERIFY PRIOR TO ORDERING REINFORCING - TYP.
bret Typewritten Text bret Typewritten Text bret Typewritten Text bret Typewritten Text bret Typewritten Text bret Line bret Line bret Group bret Rectangle bret Text Box NOTE: FOUNDATION IS DESIGNED FOR "FINAL DRAWINGS FOR CONSTRUCTION SET, DATED 7/5/12, BY GENERAL STEEL CORPORATION". ANY CHANGES TO LOADS OR GEOMETRY FROM THAT SET INVALIDATES THIS DESIGN. CONTACT FOUNDATION ENGINEER IF ANY CHANGES OCCUR AFTER THAT DATE.
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