36C25018B0093-00001027.pdf

P/C LIGHTWALL NOTES:

S-501

S-220

S-501

S-220

S-210

S-220

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-220

LIGHTWALL ELEVATIONS

AND DETAILS

AutoCAD SHX Text LW1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. LW2. LIGHTWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE LIGHTWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SIZE, NUMBER, AND LOCATION OF VERTICAL AND HORIZONTAL REINFORCING, INCLUDING TIES AND STIRRUPS. DESIGN SHALL ALSO INCLUDE BASE CONNECTION AND HAUNCH REINFORCEMENT. SEE SPECIFICATION 034133 FOR PRECAST CONCRETE. LW3. FOR LIGHTWALL BASE CONNECTION SEE 5/S-220. FOR LIGHTWALL BASE CONNECTION SEE 5/S-220. LW4. PROVIDE THICKENED SECTION AT TOP OF LIGHTWALL AS REQUIRED PROVIDE THICKENED SECTION AT TOP OF LIGHTWALL AS REQUIRED FOR LIGHT POLE SUPPORT. COORDINATE LOCATION AND REQUIREMENTS WITH ELECTRICAL DRAWINGS AND LIGHT POLE SUPPLIER. SEE DETAIL 4/S-220. LW5. FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED CONNECTIONS SEE 12/S-510. LW6. FOR LATERAL LOADS DUE TO WIND SEE 1/S-220. LOADS INDICATED FOR LATERAL LOADS DUE TO WIND SEE 1/S-220. LOADS INDICATED ARE REVERSIBLE AND APPLY TO THE ENTIRE LIGHTWALL. LATERAL LOADS SHALL BE CONSIDERED, IN COMBINATION WITH ALL DEAD AND LIVE LOADS FOR DESIGN.

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BASE SHEAR = 140K

AutoCAD SHX Text F2 = 15K

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LEVEL BB

AutoCAD SHX Text F3 = 30K

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LEVEL CC

AutoCAD SHX Text F4 = 30K

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LEVEL DD

AutoCAD SHX Text F5 = 35K

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LEVEL EE

AutoCAD SHX Text F6 = 30K

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FUTURE LEVEL FF

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SCALE: 1/8" = 1'-0"

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LIGHTWALL ELEVATION

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EL 799'-6"

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T/WALL

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EL 801'-2"

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T/WALL

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EL 804'-9"

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T/WALL

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TYP

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COORD W/ ELEC

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PROVIDE HAUNCHES FOR FUTURE EXPANSION

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EXISTING PILE CAP

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NOTE 1

AutoCAD SHX Text NOTES: 1. PROVIDE #7 @ 12" OC DOWELS (EACH FACE OF WALL) INTO EXISTING PILE CAP. DRILL PROVIDE #7 @ 12" OC DOWELS (EACH FACE OF WALL) INTO EXISTING PILE CAP. DRILL INTO EXISTING PILE CAP & ANCHOR (12" MIN) WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT. 2. FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL. FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL. 3. LOCATE OPENING ADJACENT ELECTRICAL ROOM ABOVE CONCRETE WASH.LOCATE OPENING ADJACENT ELECTRICAL ROOM ABOVE CONCRETE WASH.

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CJ (TYP)

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NOTE 3

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TEE HAUNCH LOCATION VARIES SEE DETAIL 7/S-220

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VINYL COATED CHAIN LINK FENCE

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

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LIGHTWALL PANEL DETAIL

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PLAN

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ELEVATION

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CENTER FENCING ON THE LIGHTWALL

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POLE BASE COVER

AutoCAD SHX Text ANCHOR BOLTS AND TEMPLATES PROVIDED BY ELECTRICAL CONTRACTOR CAST IN PANEL BY PRECASTER

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LIGHT WALL

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EL 847.56'

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ELEVATION TOP OF WALL

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HAUNCH

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P/C TEE

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AutoCAD SHX Text 2'-0" WIDE x 2'-0" THICK FOR BIDDING PURPOSE ONLY. COORDINATE LOCATIONS WITH ELECTRICAL DRAWINGS.

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LIGHTWALL/POLE BASE

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CONNECTION DETAIL

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NOT TO SCALE

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LIGHTWALL

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CONNECTION BY P/C

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WELD PLATES

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NON-SHRINK

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NON-STAIN GROUT

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GROUT POCKET AFTER

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CONNECTION IS COMPLETE

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EMBED PLATE

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W/ ANCHORS

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EMBED L W/

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ANCHORS

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CIP WALL

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LIGHTWALL BASE CONNECTION

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MIN

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P/C PANEL

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P/C PANEL

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CONTINUOUS

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SEALANT EACH

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SIDE

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CONTINUOUS

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NON-SHRINK,

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NON-STAIN GROUT

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BETWEEN CONNECTION

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TYPICAL

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HORIZ PANEL/PANEL DETAIL

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NOT TO SCALE

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(ALTERNATE)

AutoCAD SHX Text HAUNCH NOTES: 1. THE WIDTH OF HAUNCH IS 1'-6" TYPICAL UNLESS NOTED. THE WIDTH OF HAUNCH IS 1'-6" TYPICAL UNLESS NOTED. 2. LOCATE THE HAUNCH AND MODIFY THE TEE DAP AS REQUIRED LOCATE THE HAUNCH AND MODIFY THE TEE DAP AS REQUIRED TO AVOID THE HORIZONTAL JOINT LOCATION.

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PROVIDE GALV STEEL BEARING PLATE

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PROVIDE GALV STEEL BEARING PLATE

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

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LIGHTWALL HAUNCH DETAIL

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AutoCAD SHX Text NOTES: : 1. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF COLUMN. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF COLUMN. 2. ADD 2 TIES @ 3" OC @ TEE FLANGE ELEV. ADD 2 TIES @ 3" OC @ TEE FLANGE ELEV. 3. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF HAUNCH.ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF HAUNCH.

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SCALE: 1/2" = 1'-0"

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LIGHTWALL REINFORCING DETAIL

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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

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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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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