36C25018B0093-00001032.pdf

BOND BEAM WITH (2) #5 X CONTINUOUS

PRECAST TEE BEYOND

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1" CLEAR

TYPICAL

BACKER ROD & SEALANT

EACH SIDE OF WALL

SOLID BLOCK AT TOP

COURSE.

8" CMU WALL WITH

#4 @ 2'-0" OC

C

10" 2"

1'-0" 8"

P/C SPANDREL BEAM

SEE 5/S-522

SEE 9/S-503 FOR CIP

WALL & FOUNDATION

SEE ARCH

CIP TOPPING

P/C TEE FLANGE

2" 8" 2"

ANGLE 6" x 6" x 1/2" ANCHORED

TO CIP WALL W/ (2) 1/2" DIA HILTI

KWIK BOLT 3 OR APPROVED

EQUIVALENT W/ 3 1/4" MIN

EMBEDDMENT. LOCATE AT EA

TEE/TEE JOINT

CONTINUOUS

REINFORCING

S-504

CIP TOPPING

P/C TEE FLANGE

2" 8" 2"

ANGLE 6" x 6" x 1/2" ANCHORED

TO CIP WALL W/ (2) 1/2" DIA HILTI

KWIK BOLT 3 OR APPROVED

EQUIVALENT W/ 3 1/4" MIN

EMBEDDMENT. LOCATE AT 6'-0"

OC MAX

CONTINUOUS

REINFORCING

S-504

P/C TEE FLANGE

ANGLE 6" x 6" x 1/2"

CIP TOPPING

(2) 1/2" DIA ANCHORS

4" x 4" x 1/4" KOROLATH TOP PAD AND 3" x 3" x 1/4"

KOROLATH BOTTOM PAD. SECURE UPPER PAD

TO TEE FLANGE AND LOWER PAD TO ANGLE W/

3/16" DIA SS SELF TAPPING SCREW (BOTH

DRILLED W/ COUNTERSUNK BIT)

CIP WALL

8'0 4'2'

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

FOOTING ELEVATION

21 20

6'-0" 4'-8" 4'-8" 4'-8" 4'-0"

792'-0"

802'-0" (VIF)

5'-7" (VIF)

794'-0"

796'-0"

798'-0"

800'-0"

(4) #6 x 4'-0" DOWELS

TOP & BOT CENTERED

ON JOINT (EA END)

2'-0"

2'-0" HOOK

(TYP)

2.33

ADJUST BAR

LOCATIONS AS REQ'D

FOR FIT AROUND PILE

EXISTING

PILE CAP

CJ

CJ

9'-0" 9'-0"

(4) #6 x 3'-0" DOWELS

TOP & BOT. DRILL

INTO EXISTING CAP

AND ANCHOR (12"

MIN) W/ HILTI HIT

HY200 ADHESIVE OR

APPROVED EQUAL.

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A D

J U

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D

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O

P T

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N

3'-0"

TYP

8'0 4'2'

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

FOOTING ELEVATION

21 19

7'-0" 6'-0" 6'-0" 6'-0" 7'-1"

3'-11" (VIF)

EXISTING

PILE CAP

S

T E

P S

T

Y P

PROVIDE REINF PER 3/S-503

W/ 2'-0" HOOKS EXTENDING

3'-0" PAST STEPS

3'-6"

TYP

3'-6"

TYP

CLASS "B"

LAP TYP

PROVIDE (6) #8 x 5'-0" TOP & BOT.

DRILL INTO EXISTING PILE CAP &

ANCHOR (12" MIN) W/ HILTI HIT

HY200 ADHESIVE OR APPROVED

EQUIVALENT.

T Y

P

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-504

FOUNDATION DETAILS

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GRADE SLAB

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CMU WALL WITH #4 @ 24" OC. CENTER IN WALL GROUT CORES SOLID @ REINF.

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COVE SEALANT BOTH SIDES

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CAST TIGHT WITH BOND BREAKER

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GRADE SLAB

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797'-7" @ STORAGE ROOM

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SEE A-402

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SEE

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PLAN

AutoCAD SHX Text #4 DOWELS x 3'-6" @ 12" OC. EXTEND 1'-9" INTO CAP.

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CIP WALL W/ #4 @ 12" OCEW. EXTEND EVERY OTHER VERT 2'-0" INTO CMU.

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SEE PLAN

AutoCAD SHX Text CIP PILE CAP w/ #6 @ 12" EW TOP & BOT

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EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

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PROVIDE HOOKS EA END FOR BARS WITHIN 4'-0" OF PILE

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797'-3" @ ELEC ROOM

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BACKER ROD & SEALANT

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SOLID BLOCK TOP COURSE

AutoCAD SHX Text BOND BEAM W/ (2) #5 x CONT

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P/C TEE

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NOTE: SEE DETAIL 2/S-504 FOR TOP OF CMU WALL PERPENDICULAR TO TEE STEMS.

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INTERIOR WALL DETAIL

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

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HOLD CMU WALL 1" CLR OF CIP WALL @ END & PROVIDE BACKER ROD & SEALANT EACH FACE

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NOTE: SEE 11/S-504 AT LEDGE IN CIP WALL ALONG GRID C.

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WALL/TEE DETAIL

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

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EXTERIOR WALL DETAIL

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

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WALL DETAIL

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

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EXISTING P/C SHEARWALL

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VIF

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EXISTING PILASTER (BEYOND)

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EXISTING GRADE SLAB

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EXISTING PILE CAP

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EXISTING CIP WALL

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CIP WALL W/ #5 @ 12" EWEF. CAST TIGHT TO EXISTING WALL

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P/C SHEARWALL. SEE S-210.

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VARIES

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SEE PLAN

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GRADE SLAB

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COVE SEALANT

AutoCAD SHX Text #5 DOWELS x 3'-0" @ 12" OC. DRILL & ANCHOR 1'-0" MIN INTO EXISTING FOUNDATION W/ HILTI HIT HY200 OR APPROVED EQUIVALENT.

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ANGLE SUPPORT DETAIL

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AT TEE/TEE JOINT

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

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ANGLE SUPPORT DETAIL

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AT FREE EDGE OF TEE

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

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ANGLE SUPPORT DETAIL

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

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EXTERIOR WALL DETAIL

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

AutoCAD SHX Text 809'-7"

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P/C TEE

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EXP JT SEE 11/S-515

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VARIES

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SLIDE BRG PAD SEE 11/S-520

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TOOLED JOINT W/ SEALANT

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NOTE: SEE ARCH FOR COVER PLATE OVER EXPANSION JOINT, STOREFRONT , & DOOR.

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CIP WALL. SEE 9/S-503 FOR REM INFO.

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SIDEWALK

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CMU DETAIL @ LEDGE

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

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SEE CIVIL

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VARIES

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P/C TEE

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EXP JT SEE 11/S-515

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VARIES

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SEE PLAN

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CIP WALL

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BACKER ROD & SEALANT

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8" CMU INFILL TO CLOSE OFF GAP ABOVE LEDGE

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CMU WALL

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Revisions:

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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

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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