36C25018B0093-00001023.pdf

DRAWING NOTES:

ISOMETRIC

LEVEL AA

LEVEL A

LEVEL B

LEVEL C

LEVEL D

PLAN NORTH

LEVEL E

STAFF ENTRY /

EXIT

PATIENT ENTRY /

EXIT

A-401

S-522

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-103

LEVEL C PLAN

AutoCAD SHX Text 32'

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AutoCAD SHX Text 16'

AutoCAD SHX Text 1/16" = 1'-0"

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LEVEL C PLAN

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SEE ARCH FOR REM OF PLAN

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1. REFERENCES: REFERENCES: GENERAL NOTES . . . . . . . . . . . . . . . . . . S-001 S-001 FLOOR DRAIN LOCATIONS & DETAILS . . . . . . . PLUMBING DRAWINGS PLUMBING DRAWINGS 2. DETAIL CUTS & INFORMATION SHOWN ON THIS DRAWING APPLY TO ALL DETAIL CUTS & INFORMATION SHOWN ON THIS DRAWING APPLY TO ALL SUPPORTED LEVELS UNLESS NOTED OTHERWISE. 3. USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. SEE 2/S-103 FOR PLAN ELEVATION KEY. 4. FOR LIGHTWALL DETAILS AND NOTES SEE DRAWING S-220. FOR LIGHTWALL DETAILS AND NOTES SEE DRAWING S-220. 5. FOR SHEARWALL DETAILS AND NOTES SEE DRAWING S-210. FOR SHEARWALL DETAILS AND NOTES SEE DRAWING S-210. 6. FOR TYPICAL COLUMN & BEAM DETAILS & NOTES SEE DRAWING S-510. FOR TYPICAL COLUMN & BEAM DETAILS & NOTES SEE DRAWING S-510. 7. FOR TYPICAL TEE DETAILS & NOTES SEE DRAWING S-515. FOR TYPICAL TEE DETAILS & NOTES SEE DRAWING S-515. 8. TYPICAL BAY LAYOUT IS BASED ON 12'-0" WIDE TEES. TYPICAL BAY LAYOUT IS BASED ON 12'-0" WIDE TEES. 9. TRAFFIC COATING OVER ALL CIP POURSTRIPS & WASHES. CONCRETE FINISH AT TRAFFIC COATING OVER ALL CIP POURSTRIPS & WASHES. CONCRETE FINISH AT TRAFFIC COATING AREAS SHALL BE AS REQ'D BY TRAFFIC COATING INSTALLER. SEE 8/S-515 FOR DETAIL AT VERTICAL SURFACES. 10. REFER TO 1/S-521 & 2/S-521 FOR TYPICAL SEALANT REQUIREMENTS AT REFER TO 1/S-521 & 2/S-521 FOR TYPICAL SEALANT REQUIREMENTS AT PRECAST CONCRETE JOINTS. 11. SEE DETAIL 9/S-515 FOR FLOOR DRAIN INSTALLATION DETAIL.SEE DETAIL 9/S-515 FOR FLOOR DRAIN INSTALLATION DETAIL.

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FACE OF BEAM

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AT SLAB ON GRADE

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AT TOPPED TEE

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PLAN ELEVATION

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FACE OF WALL

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PLAN ELEVATION

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PROVIDE WASH AS REQD. SEE PLAN

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SEE STRUCTURAL DETAILS

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PLAN ELEVATION KEY

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NOT TO SCALE

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NOTE 9 (TYP)

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TYP

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@ COL

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TYP

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TYP

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@ COL

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TYP

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PLAN NORTH

AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 825'-10" AT LEVEL C.

AutoCAD SHX Text IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE IS A MINIMUM OF 8'-2" HEADROOM BETWEEN ALL DRIVING SURFACES AND OVERHEAD BEAMS PRIOR TO PLACING CONCRETE.

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STAIR 2

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FD

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EXISTING STRUCTURE

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HORIZONTAL EXPANSION

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EJ

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NOTE 11 TYP

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OH

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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 one half inch = one foot

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VA FORM 08-6231

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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

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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