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Structural Calculations Parking Garage CDRL 03-037.11

NORTH METRO RAIL LINE PROJECT Thornton Crossroads at 104th Avenue Station 90% Design Submittal Structural Calculations Parking Garage cdrl June 2, 2017 Prepared by: Regional Rail Partners For: North Metro Rail Line Project RTD CONTRACT No. 13DH008 Having checked this item of Contract Data, I hereby certify that it conforms to the requirements of the Agreement in all respects, except as specifically indicated. David Trent, RRP Project Director NORTH METRO RAIL LINE PROJECT NORTH METRO RAIL LINE PROJECT QA CERTIFICATION OF CONFORMANCE DESIGN SUBMITTAL cdrl No. THORNTON CROSSROADS AT 104TH STATION Parking Garage 90% Submittal QA STATEMENT Upon examination of the documents of this submittal, I find that: The Quality Assurance process was completed and meets the requirements identified in the Design Quality Management Plan.

Floors for the structure are composed of cast-in-place post-tensioned concrete slabs over post tensioned slab beams. The following is a discussion of the design of these elements. Garage Floor Framing: A typical floor of this structure consists of a 7 ½” cast-in-place post tensioned slab over 14” deep x 7’-0” wide post tensioned slab ...

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  Post, Structural, Cast, Parking, Place, Calculation, Garage, Post tensioned, Tensioned, In place post, Structural calculations parking garage cdrl, Cdrl, In place post tensioned

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