36C25018B0093-00001036.pdf

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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-521

STRUCTURAL DETAILS

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FLOOR SLAB

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BUMPER WALL

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COLUMN

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BACKER ROD & SEALANT @ COLUMN FACE

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BACKER ROD & SEALANT ACROSS TOP AND DOWN FACE OF PANEL/PANEL JOINT

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WASH, WHERE SHOWN ON STRUCTURAL PLANS & DETAILS

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COVE SEALANT PER 6/S-515

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INSIDE FACE OF

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WALL/FLOOR/COLUMN SEALANT

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NOT TO SCALE

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P/C COL

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TOOLED JOINT & SEALANT OVER LEDGER BEAM

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TEE/TEE JOINT W/SEALANT

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COVE SEALANT AROUND COL

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SEALANT ISOMETRIC AT DRIVE-THRU

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NOT TO SCALE

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SPANDREL/SHEARWALL DETAIL

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FACE OF BRICK BEYOND

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PRECAST SHEARWALL

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PRECAST PANEL

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N71 2 SIDES OVER PANEL

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PRECAST TEE

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SEE

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CONNS TOP & BOTTOM PERFORMANCE DESIGN BY P/C

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NOTE: SEE 3/S-520 FOR REMAINDER OF INFO

AutoCAD SHX Text N10. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. N12. SLOPE BEARING PLATES IN BEAMS AND SUPPORT PLATES IN COLUMNS, AS SLOPE BEARING PLATES IN BEAMS AND SUPPORT PLATES IN COLUMNS, AS REQ'D TO PROVIDE UNIFORM BEARING ON PADS (TYPICAL). N20. #5 (MIN) X 8'-0" @ EA TEE STEM (EPOXY COATED). #5 (MIN) X 8'-0" @ EA TEE STEM (EPOXY COATED). N21. #4 L-BAR W/ 2'-0" LEGS @ 2'-6" OC (EPOXY COATED). #4 L-BAR W/ 2'-0" LEGS @ 2'-6" OC (EPOXY COATED). N23. (3) #5 (MIN) X CONT (EPOXY COATED). (3) #5 (MIN) X CONT (EPOXY COATED). N25. #4 X 4'-6" @ 12" OC (EPOXY COATED). #4 X 4'-6" @ 12" OC (EPOXY COATED). N26. #4 W/ STD HOOK @ 12" OC (EPOXY COATED) ANCHOR TO EXISTING WALL #4 W/ STD HOOK @ 12" OC (EPOXY COATED) ANCHOR TO EXISTING WALL WITH HILTI HIT HY150 (4 1/2" MIN EMBEDMENT) OR APPROVED EQUIVALENT. N27. #4 X 6'-8" @ 6" OC (EPOXY COATED). #4 X 6'-8" @ 6" OC (EPOXY COATED). N29. LENTON FORM SAVER OR APPROVED EQUIVALENT - EMBED 18" MIN INTO LENTON FORM SAVER OR APPROVED EQUIVALENT - EMBED 18" MIN INTO P/C. N30. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" N31. 3/4" DIA INSERT AND COIL ROD (GALV) X 2'-6" (6" FROM EDGE OF EACH 3/4" DIA INSERT AND COIL ROD (GALV) X 2'-6" (6" FROM EDGE OF EACH POCKET) WITH #4 HAIRPIN W/ 2'-0" LEGS AROUND INSERT. N32. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 4' OC ADJUST INSERT ELEV 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 4' OC ADJUST INSERT ELEV FOR TEE CAMBER. N33. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ EACH TEE STEM WITH (2) #4 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ EACH TEE STEM WITH (2) #4 x CONTINUOUS. N34. ERECTION CONNECTION BY PRECASTER ERECTION CONNECTION BY PRECASTER N35. P/C TORSION/ERECTION CONN PERFORMANCE DESIGN BY PRECASTER. SEE 7 P/C TORSION/ERECTION CONN PERFORMANCE DESIGN BY PRECASTER. SEE 7 & 8/S-510 N40. COVE SEALANT. SEE DETAIL 6/S-515 COVE SEALANT. SEE DETAIL 6/S-515 N42. CONTINUOUS ETHAFOAM CONC DAM AS REQ'D. CONTINUOUS ETHAFOAM CONC DAM AS REQ'D. N43. TOOLED JOINT WITH SEALANT. TOOLED JOINT WITH SEALANT. N51. RANDOM ORIENTED FIBER REINF BRG PAD X 1/2" (MIN), GLUE TO TEE STEM. RANDOM ORIENTED FIBER REINF BRG PAD X 1/2" (MIN), GLUE TO TEE STEM. N52. SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO BEAM, AT EACH END OF BEAM. PROVIDE HOLE IN PAD FOR BOLT AT REQUIRED LOCATIONS. N53. SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO COLUMN POCKET. N60. TOP OF COLUMN AT TOP TIER. (SEE ARCH FOR ELEVATION & TOP OF COLUMN AT TOP TIER. (SEE ARCH FOR ELEVATION & CONFIGURATION AT EXTERIOR). N62. FORM GAP OR EXTEND TEE FLANGE AT CONTRACTORS OPTION. FORM GAP OR EXTEND TEE FLANGE AT CONTRACTORS OPTION. N70. SEE 2/S-522 FOR ANGLE AND INSERTS. SEE 2/S-522 FOR ANGLE AND INSERTS. N71. SEE 3/S-522 FOR ANGLE AND INSERTS. SEE 3/S-522 FOR ANGLE AND INSERTS. N75. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 12" OC ADJUST INSERT ELEV 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 12" OC ADJUST INSERT ELEV FOR TEE CAMBER.

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P/C SHEARWALL

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HAUNCH

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P/C TEE

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TOP OF SHEARWALL @ LEVEL E TO MATCH TOP OF WASH

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POUR STRIP SEE 5/S-515

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N40, N43 @ TOP TIER

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COLUMN BEYOND

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COLUMN SECTION @ END

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#4 U-BARS AROUND INSERTS (EPOXY COATED)

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P/C TEE/SHEARWALL DETAIL

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OUTLINE OF BRICK (ABOVE & BELOW)

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P/C TEE

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CONNECTIONS AT INTERIOR SIDE - PERFORMANCE DESIGN BY PRECASTER. (TOP AND BOTTOM)

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N30 (EA SIDE)

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N70 @ COLUMN OVER PANEL

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P/C COLUMN

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P/C SPANDREL PANELS

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THICKENED COLUMN SECTION BEYOND

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BEAM/COLUMN DETAIL

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SPANDREL/SHEARWALL DETAIL

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P/C SPANDREL PANEL

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SEE

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ARCH

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BRICK SEE ARCH

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PRECAST JOINT

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CONNECTIONS PERFORMANCE DESIGN BY PRECASTER

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PILASTER AT END OF SHEARWALL

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BACKER ROD & SEALANT @ HORIZONTAL & VERTICAL JOINTS

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P/C BEAM

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P/C TEE

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P/C SHEARWALL

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HAUNCH

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POUR STRIP SEE 5/S-515

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TEE/BEAM/SHEARWALL DETAIL

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BRICK SEE ARCH

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SEE ARCH

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ETW

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COLUMN PLAN

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EXP JOINT

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P/C COLUMN

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P/C SPANDREL BEAM

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SEE 13/S-510 FOR CONNECTION

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PROVIDE POCKET FOR P/C BEAM BEARING

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P/C BEAM BELOW

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OUTLINE OF COLUMN BELOW

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ARCHITECT & ENGINEERS:

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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

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35% SCHEMATIC DESIGN SUBMISSION

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65% DESIGN DEVELOPMENT SUBMISSION

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95% CONSTRUCTION DOCUMENTS SUBMISSION

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

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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:

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MIDWESTERN

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CONSULTING