36C25018B0093-00001021.pdf

DRAWING NOTES:

ISOMETRIC

LEVEL AA

LEVEL A

LEVEL B

LEVEL C

LEVEL D

PLAN NORTH

LEVEL E

STAFF ENTRY /

EXIT

PATIENT ENTRY /

EXIT

S-220

S-503

S-210

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-101

LEVEL A PLAN

AutoCAD SHX Text 32'

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AutoCAD SHX Text 16'

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

AutoCAD SHX Text 8'

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LEVEL A PLAN

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PLAN NORTH

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SEE ARCH FOR REM OF PLAN

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1. REFERENCES: REFERENCES: GENERAL NOTES . . . . . . . . . . . . . . . . . . . S-001 S-001 EXTERIOR GRADE ELEVATIONS . . . . . . . . . . . CIVIL DRAWINGS CIVIL DRAWINGS STORAGE ROOM PLANS . . . . . . . . . . . . . . . ARCH DRAWINGS ARCH DRAWINGS FLOOR DRAIN LOCATIONS & DETAILS . . . . . . . PLUMBING DRAWINGS PLUMBING DRAWINGS 2. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED WITH #3 @ 18" OC EW PLACED 2" CLR FROM TOP OF SLAB. SLAB TO BE ON A MINIMUM 8" THICK MDOT 21AA CRUSHED LIMESTONE BASE. PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND COLUMNS, TYPICAL. 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. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER 5/S-001 OR PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER 5/S-001 OR 6/S-001. SEE ARCHITECTURAL ELEVATIONS ON A-201 & A-202 FOR LOCATIONS WHERE EXPOSED. 5. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS PER 3/S-001 OR 4/S-001 PROVIDE CORNER REINFORCEMENT FOR CIP WALLS PER 3/S-001 OR 4/S-001 AS REQUIRED, TYPICAL. 6. PROVIDE CONTROL/CONSTRUCTION JOINTS IN GRADE SLAB PER 1 & 2/S-001.PROVIDE CONTROL/CONSTRUCTION JOINTS IN GRADE SLAB PER 1 & 2/S-001.

AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 803'-10" AT LEVEL A.

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SLAB/WALL DETAIL

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REMOVE EXISTING GRADE

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REMOVE EXISTING GRADE

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REMOVE EXISTING GRADE

AutoCAD SHX Text DRILL AND ANCHOR #3 x 3'-0" DOWEL @ 2'-0" OC INTO EXISTING SLAB. EMBED 4 1/2" MIN WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

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EXISTING GRADE SLAB (SHOWN SHADED)

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EXISTING WALL (SHOWN SHADED)

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REMOVE EXISTING WALL BELOW GRADE SLAB

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(2) #5 X CONT

AutoCAD SHX Text DRILL AND ANCHOR #4 DOWEL W/ STD HOOK @ 48" OC. EMBED 4 1/2" MIN WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

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NOT TO SCALE

AutoCAD SHX Text -6"

AutoCAD SHX Text -1'-0"

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OH

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NOTE 6

AutoCAD SHX Text -5'-6"

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AutoCAD SHX Text -6'-8"

AutoCAD SHX Text -5'-6"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text -1'-0"

AutoCAD SHX Text -10'-9 1/2"

AutoCAD SHX Text -10'-0"

AutoCAD SHX Text +2 1/2"

AutoCAD SHX Text +1'-0"

AutoCAD SHX Text -1'-2"

AutoCAD SHX Text -5"

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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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AutoCAD SHX Text -5'-9"

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GRID 22-25

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ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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

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