Structural · A-GY6QB

Tilt-Up Concrete Panel Thickened Pier Detail

Materials

Concrete Reinforced Concrete Steel

Elements

Walls Roofs Floors / Slabs Foundations / Footings Anchors / Embeds Reinforcing Roof / Floor Openings

Connections

Embed Plate

About this detail

A thickened pier within a tilt-up concrete wall panel features a four-foot minimum lap length for reinforcing steel. The top of the thickened pier elevation matches the panel elevation, with reinforcement size and quantity matching the pier below. A three-quarter-inch chamfer is specified on all panel edges except the bottom. General notes outline contractor responsibilities for verifying dimensions, embedded items, and coordination with mechanical, electrical, and plumbing trades.

4'-0" MIN LAP THICKENED PIER TYP PANEL THICKNESS SEE PANEL ELEV MATCH SIZE & QUANTITY OF THICKENED PIER BELOW T.O. THICKENED PIER SEE PANEL ELEV INTERIOR EXTERIOR 1. ALL PANELS ARE VIEWED FROM INSIDE UNLESS NOTED OTHERWISE (UNO). 2. ALL PANELS ARE CAST WITH OUTSIDE FACE DOWN. 3. CONCRETE CONTRACTOR SHALL VERIFY ALL CUTOUTS, SLEEVES, ETC. WITH PLUMBING, HEATING & ELECTRICAL CONTRACTORS. 4. (UNO) ALL PANELS SHALL HAVE A 3/4" CHAMFER ON ALL EDGES EXCEPT BOTTOM. 5. IT IS THE TILT-UP CONCRETE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL PANEL DIMENSIONS, INCLUDING OPENINGS, BASED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND TO VERIFY THE LOCATION OF ALL EMBEDDED ITEMS WITH THE ROOF AND FLOOR FRAMING PLANS PRIOR TO THE CASTING OF CONCRETE. NOTIFY THE ARCHITECT OR ENGINEER OF RECORD IMMEDIATELY REGARDING ANY DISCREPANCIES OR DIMENSIONS THAT ARE NOT CLEAR PRIOR TO THE CASTING OF CONCRETE. 6. PANEL STRESSES ARE TO BE CHECKED BY THE ERECTION CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE OF STRONGBACKS SHALL BE UTILIZED AT ALL EXCESSIVE OPENINGS. 7. NS = NEAR SIDE FS = FAR SIDE ES = EACH SIDE 'S' = SPACING L = CLEAR HEIGHT t = GROSS PANEL THICKNESS 8. REFER TO ARCHITECTURAL DRAWINGS FOR PAINT RELIEF. 9. THE GENERAL CONTRACTOR SHALL VERIFY ALL ROOF LEDGER ELEVATIONS WITH ARCHITECTURAL ROOF ELEVATION PLANS PRIOR TO CASTING OF CONCRETE PANELS. CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 10. CONCRETE PANEL CONTRACTOR TO PLACE TYPICAL JAMB BARS AROUND ALL FUTURE KNOCK-OUTS, SEE DETAIL 11. GENERAL CONTRACTOR SHALL VERIFY ALL BOTTOM PANEL DEPTHS WITH APPROVED CIVIL DRAWINGS TO ENSURE THAT PANEL DEPTHS MEET MINIMUM DEPTH REQUIREMENTS PER DETAILS ON SHEET SD2. NOTIFY PROJECT ARCHITECT AND ENGINEER IMMEDIATELY IF ANY PANELS DO NOT MEET THE MINIMUM DEPTH REQUIREMENTS. 12. CONTRACTOR IS RESPONSIBLE TO VERIFY AND COORDINATE ALL RECESS AND ALL OPENING DIMENSIONS WITH ARCHITECTURAL PLANS. 13. ALL PANEL DIMENSIONS ARE GIVEN AS AN AID TO THE CONTRACTOR. THE CONTRACTOR MUST VERIFY THE DIMENSIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO POURING THE PANELS. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR OPENINGS OR DIMENSIONS. DO NOT SCALE WALL PANEL DIMENSIONS. A TYPICAL PANEL NOTES:

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