36C25018B0093-00001030.pdf

PILASTER NOTES:

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-502

FOUNDATION DETAILS

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P1 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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EXTEND TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALLS 2'-0' INTO PILASTER

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CIP WALL

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CIP WALL

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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3 SETS OF TIES

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CJ

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P1 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CIP WALL

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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3 SETS OF TIES

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CJ

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CJ

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CJ

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CONTINUE TOP, BOTTOM & EVERY OTHER HORIZ BARS FROM WALL THROUGH PILASTER

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P2 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CIP WALL

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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2 SETS OF TIES

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EXTEND TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALLS 2'-0' INTO PILASTER

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CIP WALL

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CJ (COORD W/ ARCH)

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ALTERNATE HOOKS

AutoCAD SHX Text PN1. PILASTERS ARE CENTERED ON GRID LINES UNO. PILASTERS ARE CENTERED ON GRID LINES UNO. PN2. DOWELS ARE TO PROJECT 3'-0" ABOVE TOP OF PILE CAP. LOCATE DOWELS ARE TO PROJECT 3'-0" ABOVE TOP OF PILE CAP. LOCATE DOWELS 6" FROM EXTERIOR FACE OF PILASTER. PN3. PROVIDE 2" COVER TO TIES.PROVIDE 2" COVER TO TIES.

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PILASTER SCHEDULE

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VERTICAL REINFORCING

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MARK

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TIES (NOTE PN3)

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DOWELS (NOTE PN2)

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REMARKS (NOTE PN1)

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#4 @ 12" (3 PER SET)

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#4 @ 12" (2 PER SET)

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#4 @ 12" (2 PER SET)

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#4 @ 12" (2 PER SET)

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#4 @ 12" (3 PER SET)

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P1 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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EXISTING FOUNDATION WALL TO BE REMOVED BELOW GRADE SLAB

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EXISTING PILASTER & WALLS (SHOWN SHADED)

AutoCAD SHX Text DOWELS - DRILL AND EPOXY INTO EXISTING CAP (12" MIN) W/ HILTI HIT HY200 OR APPROVED EQUIVALENT.

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VERTICAL BARS

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CIP PILASTER

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CJ

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PROVIDE JT COVER BELOW GRADE

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P4 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CJ

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VERTICAL BARS

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EXTEND TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALLS 2'-0' INTO PILASTER

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3 SETS OF TIES

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CIP WALL

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EXISTING PILASTER & WALLS (SHOWN SHADED)

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EXISTING FOUNDATION WALL TO BE REMOVED BELOW GRADE SLAB

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PROVIDE JT COVER BELOW GRADE

AutoCAD SHX Text DOWELS - DRILL AND EPOXY INTO EXISTING CAP (12" MIN) W/ HILTI HIT HY200 OR APPROVED EQUIVALENT.

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P3 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CIP WALL

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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2 SETS OF TIES

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CIP WALL

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CONTINUE HORZ BARS THROUGH PILASTER

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REVEAL (SEE ARCH)

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P5 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CIP WALL

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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3 SETS OF TIES

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EXTEND TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALLS 2'-0' INTO PILASTER

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CIP WALL

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CJ

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CJ

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CJ

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CJ

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P5 PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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3 SETS OF TIES

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CIP WALL

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CONTINUE TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALL THROUGH PILASTER

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CJ

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SCALE: 3/4" = 1'-0"

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DOWELS

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VERTICAL BARS

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CIP PILASTER

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3 SETS OF TIES

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CIP WALL

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CONTINUE TOP, BOTTOM & EVERY OTHER HORZ BARS FROM WALL THROUGH PILASTER

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CJ

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PILASTER PLAN

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SCALE: 3/4" = 1'-0"

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CIP WALLS

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EXISTING PILASTER & WALLS (SHOWN SHADED)

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ARCHITECT & ENGINEERS:

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 506-331

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ANN ARBOR, MICHIGAN

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CONSTRUCT NORTH

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PARKING STRUCTURE

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KJW

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JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

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35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

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65% DESIGN DEVELOPMENT SUBMISSION

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95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

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100% FINAL BID DOCUMENTS

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KEYPLAN

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VA CONTRACT NO. VA250-17-C-0008

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100%%% FINAL BID DOCUMENTS

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CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

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MIDWESTERN

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CONSULTING