36C25018B0093-00001028.pdf

1'-0"

10'-0"

5'-0"

GUARDRAIL (SEE

ARCH DWGS)

EL 844'-10"

T/WALL

CIP WALL W/ #4 @ 12" OC VERT W/ STD HOOK

& (4) #4 x CONT HORIZ (ALL EPOXY COATED).

SEE 3/S-001 @ CORNERS. PROVIDE CJ'S PER

6/S-001 @ 5'-0" MAX SPACING.

STOREFRONT

SEE ARCH

P/C SPANDREL.

SEE 3/S-520 FOR

TYPICAL INFO

SEE ARCH

T/SPANDREL

P/C TEE

COVE SEALANT

1'-6"

1" GUTTER FOR

DRAINAGE

1'-0" 1'-6"

1'-0"

P/C STAIR BEYOND

ENCLOSURE FRAMING.

SEE 5/S-401.

4'-0" WASH

3"

E Q

E

Q

C

L

R

T

Y

P

B

O

T

T

O

M

P/C CONCRETE

ABRASIVE NOSING

(1) PER TREAD TYP.

SEE ARCH

C

L

R

T

Y

P

T

O

P

8'-4 1/2" C/C

10'-0"

8'-6 1/2" C/C

S-401

NOTES:

1. STOREFRONT SYSTEM NOT SHOWN FOR CLARITY.

2. 3" TYPE B, 20 GA GALVANIZED METAL DECK

HSS 6 x 4 x 3/8

HSS 6 x 4 x 3/8

HSS 6 x 4 x 3/8

H S

S x

H S

S

S-401

NOTE 2

OF TUBES @

CORNERS

OF TUBES @

SIDES

1 1/4"

4"

1"

4 1/2"

1 1/4"

CONCRETE WALL

1'-0"

3/4" CHAMFER

STOREFRONT SYSTEM

SEE ARCH

1/2" x 5" x 7" EMBED

PLATE w/ (4) 1/2" DIA x 6" HAS LOCATED 1"

EA DIRECTION FROM

CORNER.

HSS 6 x 4 x 3/8 COLUMN

BLOCKOUT FILLED

W/ SEALANT PER

DETAIL 12/S-510

HSS 6 x 4 x 3/8. MITER

AT CORNERS

3" x 3" x 3/8" ANGLE.

MITER AT CORNERS.

6" x 3" x 3/8" ANGLE.

MITER AT CORNERS.

PROVIDE PERFORMANCE

DESIGN WELDED CONNECTIONS

BETWEEN HSS FRAMING

MEMBERS. MAXIMUM SERVICE

LOADS ARE:

MOMENT SHEAR

WIND = 60 IN/K 2 K

DEAD= 20 IN/K 1 K

LIVE = 80 IN/K 3 K

P/C STAIR

SLAB-ON-GRADE

2'-0"

(2) KOROLATH PE PADS 8" x 1/4" x STAIR WIDTH. EPOXY LOWER

PAD TO SLAB-ON-GRADE AND

UPPER PAD TO STAIR.

(2) #5 x CONT

1'-0" 1'-0"

1'-0"

C KOROTATH PADS

L

P/C STAIR

(2) KOROLATH PE PADS 8" x

1/4" x STAIR WIDTH. EPOXY

LOWER PAD TO NEW CIP

TOPPING AND UPPER PAD

TO STAIR.

EXISTING CIP

TOPPING

EXISTING P/C

TEE

LEVEL LANDING. CONTRACTOR

TO COORD ELEVATION W/

PRECASTER. LANDING TO

EXTEND 4" PAST EDGES OF

STAIR & PROVIDE 3'-0" WASH ON

NORTH & SOUTH SIDES.

PROVIDE TOOLED JT W/

SEALANT CENTERED IN EA

DIRECTION

1" DEEP SAWCUT

AROUND PERIMETER

TOOLED JT W/

SEALANT

V A

R I E

S

M

I N

REMOVE EXISTING

TOPPING TO 1" DEPTH &

ROUGHEN SURFACE FOR

BOND. DO NOT DAMAGE

TEE/TEE JOINTS.

3'-0" WASH 4'-0" 2'-4" 3'-0" WASH

NEW CIP TOPPING W/

6 x 6 W2.9 x W2.9 WWR.

1'-0"

C KOROTATH PADS

L

(2) KOROLATH PE PADS 8" x

1/4" x STAIR WIDTH. EPOXY

LOWER PAD TO P/C

SHEARWALL AND UPPER PAD

TO STAIR.

C

P/C SHEARWALL

P/C STAIR

3/4"

3"

5'-0"

GUARDRAIL (SEE

ARCH DWGS)

P/C SPANDREL.

SEE 3/S-520 FOR

TYPICAL INFO

SEE ARCH

T/SPANDREL

P/C TEE

2'-0"3'-6"

P/C STAIR BEYOND

4'-0" WASH

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-401

STAIR DETAILS

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SECTION THRU TEES @ STAIRS

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TOOLED JT. W/ SEALANT

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P/C STAIR

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4" X 4" KORO SHIM STACK (LOCATE 6" IN FROM SIDES)

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T.S. 6" X 3" X .375" X CONT W/ (4) 1/2" DIA. X 4" HAS, GALV.

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P/C TEE

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ABRASIVE NOSING (1) PER TREAD TYP.

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SECTION THRU TEES @ STAIRS

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

AutoCAD SHX Text NOTE: SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. PRECASTER MAY PROPOSE ALTERNATE DETAIL

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SECTION THRU STAIR

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STAIR ENCLOSURE FRAMING PLAN

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

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STAIR ENCLOSURE FRAMING DETAIL

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

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P/C STAIR/GRADE SLAB DETAIL

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

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P/C STAIR/TEE DETAIL

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

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P/C STAIR/SHEARWALL DETAIL

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

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3/4" X 4" X 4" STEEL SHIM STACK (LOCATE 3" IN FROM SIDES)

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TS 6" X 3" X .375" X CONT W/ (4) 1/2" DIA. X 4" HAS, GALV.

AutoCAD SHX Text L 6" X 6" X 1" X 0'-6" W/ (4) 1/2" DIA. X 4" HAS & BENT #5 X 1'-6" (LOCATE 3" IN FROM SIDES), GALV.

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P/C TEE

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P/C STAIR

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SECTION THRU TEES @ STAIRS

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

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

AutoCAD SHX Text

TOOLED JT. W/ SEALANT

AutoCAD SHX Text

ABRASIVE NOSING (1) PER TREAD TYP. SEE ARCH

AutoCAD SHX Text NOTE: SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. PRECASTER MAY PROPOSE ALTERNATE DETAIL

AutoCAD SHX Text

SECTION THRU TEES @ STAIRS

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AutoCAD SHX Text 1'

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

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

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 A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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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