36C25018B0093-00001019.pdf

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North Parking Structure 506-331 Federal contract opportunity
Solicitation number
36C25018B0093
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25018B0093 00001 017 S-001.pdf

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Text version

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-001

GENERAL NOTES AND DETAILS

AutoCAD SHX Text 1/2" TOOLED JOINT FILL W/ SEALANT. SEALANT CONTR. TO GRIND EDGES SMOOTH & STRAIGHT PRIOR TO SEALING.

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EXTEND TOP & BOT BARS & EVERY OTHER HORIZ BAR @ JOINT

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CUT EVERY OTHER HORIZ BAR @ JOINT EXCEPT TOP & BOTTOM BARS

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NOT TO SCALE

AutoCAD SHX Text V-GROOVE t/8 DEEP

AutoCAD SHX Text V-GROOVE t/8 DEEP

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CLASS B LAP SPLICE

AutoCAD SHX Text #3 X 2'-6" @ 18" OC @ MID-DEPTH GREASE & WRAP ONE SIDE OF DOWEL @ 2nd POUR.

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USE THIS CORNER DETAIL WHEN BARS ARE AT INSIDE FACE OR NEAR CENTER OF WALL

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USE THIS CORNER DETAIL WHEN BARS ARE AT OUTSIDE FACE OF WALL

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TYPICAL CONTINUOUS BAR OR SPLICE STAGGER SPLICE

AutoCAD SHX Text NOTE: 1. HOOKS SHOWN ARE STANDARD HOOKS U.N.O. HOOKS SHOWN ARE STANDARD HOOKS U.N.O. 2. SEE SHEET S-601 FOR LAP SPLICE LENGTH.SEE SHEET S-601 FOR LAP SPLICE LENGTH.

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1 1/2" CL. TYP

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1 1/2" CL. TYP.

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SLAB CONSTRUCTION

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JOINT

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TYPICAL WALL REINFORCEMENT

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SPLICES - SINGLE LAYER

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SLAB CONTROL JOINT

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TYPICAL WALL REINFORCEMENT

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SPLICES - DOUBLE LAYER

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VERTICAL

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CONSTRUCTION JOINT

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VERTICAL

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CONTROL JOINT

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AutoCAD SHX Text 1 1/2" DEEP TOOLED JOINT FILL W/ SEALANT. SEALANT CONTR TO GRIND EDGES SMOOTH & STRAIGHT PRIOR TO SEALING.

AutoCAD SHX Text 3/8" DIA SMOOTH BAR X 2'-6" @ 36" OC @ MID-DEPTH GREASE ENTIRE BAR TO PREVENT BOND.

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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JOINT SPACING 15'-0" MAX AND NO MORE THAN 10'-0" FROM CORNERS, UN.

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AutoCAD SHX Text Approved: Project Director

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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

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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

AutoCAD SHX Text 06-15-2017

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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

AutoCAD SHX Text N

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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

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