36C25018B0093-00001035.pdf

KEY NOTES:

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-520

STRUCTURAL DETAILS

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GRID

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P/C TEE

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P/C BEAM

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POUR STRIP SEE 5/S-515

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TEE/BEAM DETAIL

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GUARDRAIL (SEE ARCH DWGS)

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DRIP

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SEE ARCH

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N42, BETWEEN TEE STEMS

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PROVIDE EXTENDED DAPS WHERE INDICATED ON PLANS

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P/C TEE

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N30 (EA SIDE)

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P/C BEAM

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P/C COL

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GRID

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SEE 13/S-510 TYP TOP & BOT

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POUR STRIP SEE 5/S-515

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BEAM/COLUMN DETAIL

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OUTLINE OF BRICK

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N70 (3 SIDES OVER BEAM)

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SEE ARCH

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GRID

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P/C TEE

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ANGLE @ THIRD POINTS OF PANEL SEE 8/S-520.

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P/C PANEL

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FORM GAP OR EXTEND TEE FLANGE AT PRECASTERS OPTION

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TEE/SPANDREL DETAIL

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GUARDRAIL (SEE ARCH DWGS)

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DRIP

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SEE ARCH

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POUR STRIP SEE 5/S-515

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P/C TEE

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HAUNCH

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P/C TEE

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P/C BEAM

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N40 @ COLUMN

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P/C COLUMN

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GRID

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POUR STRIP SEE 5/S-515 SIM

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N60 (WHERE SHOWN PROJECTING ON PLAN)

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TEE/BEAM/COLUMN DETAIL

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PROVIDE EXTENDED DAPS WHERE INDICATED ON PLANS

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 TEE

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N30 (EA SIDE)

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TEE/SPANDREL/WALL/COLUMN DETAIL

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

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SEE ARCH

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POUR STRIP SEE 5/S-515

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SOLID BLOCK AT TOP COURSE

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N40 TYP

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P/C PANEL

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BRICK & P/C SEE ARCH

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BACKER ROD & SEALANT @ TOP & ENDS OF WALL

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ANGLE @ THIRD POINTS OF PANEL SEE 8/S-520

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P/C COL - SEE ARCH FOR REQUIREMENTS @ TOP

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8" CMU WALL W/ #4 @ 16" OC. GROUT CORES SOLID @ REINF.

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P/C PANEL

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P/C TEE

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L BRACE

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PERFORMANCE DESIGN

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PL W/ HAS EA END OF BRACE

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PANEL BRACE DETAIL

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PL EA END OF BRACE

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CIP TOPPING

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P/C TEE SEE 1/S-515

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CIP TOPPING DETAIL

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VARIES 3" TO 5"

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(5" @ MID-SPAN)

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P/C WALL

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HAUNCH

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P/C TEE

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AutoCAD SHX Text SLAB FINISH BETWEEN LIGHTWALLS TYPICAL: FORM FINISH ON SLAB EDGE WITH 3/4" CHAMFER AT TOP AND BOTTOM OF WASH. CONTINUE TEE-TO-TEE JOINT DOWN EDGE AND BOTTOM OF WASH EXTENSION.

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TOP OF WALL AT TOP TIER

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VINYL COATED CHAIN LINK FENCE IN OPENING

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TOPPING SEE 5/S-515

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P/C TEE/LIGHTWALL DETAIL

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PROVIDE EXTENDED DAPS WHERE INDICATED ON PLANS

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EXISTING P/C TEE

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TEE/BEAM DETAIL

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AutoCAD SHX Text NEW P/C BEAM TO BEAR IN EXISTING POCKETS ALONG GRID 18. PROVIDE EITHER 1 1/2" THICK BRG PAD OR 1" SHIMS & 1/2" THICK BRG PAD.

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EXISTING REINF TO REMAIN

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TRAFFIC COATING

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EXPANSION JOINT SEE 10/S-515

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FORM AS REQ'D

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P/C BEAM TO BE PRESTRESSED WITH CAMBER TO MATCH ADJACENT TEE.

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@ LVL C

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ADD OR SUBTRACT 11'-0" AT OTHER LEVELS

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REMOVE EXISTING TOPPING & TEE FLANGE TO EXTENT SHOWN

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SLIDE BEARING DETAIL

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P/C TEE

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PLATE CAST IN TEE

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TACKWELD

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FC 1010-SS

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AutoCAD SHX Text NOTE: PROVIDE FLUOROGOLD SLIDE BEARING WITH 1/2" MIN MASTICORD BACKUP OR ENGINEERED APPROVED EQUIVALENT

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CIP WALL

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NOT TO SCALE

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CIP TOPPING

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VARIES 3" TO 5"

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(5" @ MID-SPAN)

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CIP TOPPING DETAIL

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ARCHITECT & ENGINEERS:

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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

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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