wayne state university university services building

G001

COVER SHEET

AND DRAWING

INDEX

OWNER

Wayne State University

FP&M, Design & Construction Services

5454 Cass Ave.

Detroit, MI 48202

Phone: (313) 577-0478

Fax: (313) 577-1817

Wayne State University

University Services Building

Basement Concrete Restoration

Detroit, Michigan

Building Address: 5454 Cass Ave, Detroit, MI 48202

GENERAL

G001 COVER SHEET AND DRAWING INDEX

G002 GENERAL NOTES

RESTORATION

SR101 BASEMENT LEVEL REFLECTED CEILING

PLAN - RESTORATION

SR102 LEVEL 1 PARTIAL PLAN - RESTORATION

SR501 REPAIR DETAILS

SHEET INDEX

PRIME CONSULTANT/

STRUCTURAL PARKING

Carl Walker Inc.

5136 Lovers Lane - Suite 200

Kalamazoo, MI 49002

Phone: (269) 381-2222

Fax: (269) 381-6422

SHEET TITLE

DESCRIPTION

PROJECT NO.

DATE

ISSUE/

REV. NO.

CHECKED BY

DRAWN BY

CONSULTANTS:

The Drawings are the property of Carl

Walker, Inc. and are not to be reused or

reproduced without written permission

from Carl Walker, Inc.

R4-2015-019

Wayne State

University

USB - Basement

Concrete

Restoration

Detroit, Michigan

5136 Lovers Lane

Fax (269) 381-6422

Phone (269) 381-2222

www.carlwalker.com

Suite 200

Kalamazoo Michigan 49002

JST

DSE

1 2/3/17 BIDDING & CONSTRUCTION

WSU PROJECT #: 060-256694

AREA MAP SITE MAP

WSU UNIVERSITY

SERVICES BUILDING

PROJECT

SITE

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NO SCALE

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North

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NO SCALE

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North

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SITE ADDRESS: 5454 CASS AVE., DETROIT, MI 48202 AND 75 W. FERRY ST., DETROIT, MI 48202

G002

GENERAL NOTES

SHEET TITLE

DESCRIPTION

PROJECT NO.

DATE

ISSUE/

REV. NO.

CHECKED BY

DRAWN BY

CONSULTANTS:





R4-2015-019

Wayne State

University

USB - Basement

Concrete

Restoration

Detroit, Michigan

5136 Lovers Lane

Fax (269) 381-6422

Phone (269) 381-2222

www.carlwalker.com

Suite 200


JST

DSE



PLAN or ELEVATION

SECTION

PAY BASIS DETAIL

1

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DIVISION 1 - GENERAL

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1.1 ALL DESIGN SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

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A. MICHIGAN BUILDING CODE, CURRENT EDITION

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1.3 DESIGN SERVICE LOADS (TYPICAL FOR THIS TYPE OF STRUCTURE)

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DESCRIPTION

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A. SUPPORTED PARKING AND DRIVE AREAS 50 PSF

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B. SLAB ON GRADE 100 PSF

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C. STAIRS, LANDINGS, AND LOBBIES 100 PSF

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D. CONCENTRATED WHEEL LOAD ACTING ON 20 SQ. IN. AREA 2,000 LBS

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E. CONSTRUCTION LOADING 30 PSF

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2,000 LBS (OVER A 20 SQUARE INCH AREA)

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1.5 CORROSION PROTECTION SYSTEM

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A. THE CORROSION PROTECTION SYSTEM IS BASED ON CRITERIA PRESENTED IN

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ACI 362.R1 "GUIDE FOR THE DESIGN OF DURABLE PARKING STRUCTURES,"

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ZONE 3, OR AS SPECIFIED HERE IN.

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1.6 ABBREVIATIONS

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3.5 MILD REINFORCEMENT

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DIVISION 7 WATERPROOFING

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CONSTRUCTION NOTES

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A. GENERAL

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FIELD VERIFY THE LOCATIONS OF EXISTING STRUCTURES, PIPING, CONDUITS, ETC., AND NOTIFY THE ENGINEER OF INTERFERENCE NOT NOTED ON THE PLANS.

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REMOVE EXISTING CONCRETE BEYOND DELAMINATION

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CONCRETE DELAMINATION REPAIR

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DETAILS, ACTUAL SIZES MAY VARY.

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NOMINAL SIZES OF MEMBERS ARE INDICATED ON THE

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ADJACENT AREAS.

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WHERE APPLICABLE CHAMFER CORNERS TO MATCH

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PATCH SURFACES TO MATCH ADJACENT AREAS.

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STEEL TROWEL FINISH OF UNFORMED CONCRETE

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TABLE.

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PROVIDE PATCH MATERIAL AS INDICATED IN REPAIR

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TO EXCAVATED CAVITY SURFACE.

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PROVIDE SPRAY OR BRUSH APPLIED BONDING GROUT

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STEEL AND OTHER EMBEDDED STEEL.

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CLEAN (AND COAT) ALL EXPOSED REINFORCEMENT

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ENCOMPASSES MORE THAN ONE BAR OR WIRE.

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ADJACENT BARS OR WIRES WHEN CAVITY

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PROVIDE UNIFORM HORIZONTAL SURFACE BETWEEN

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AS INDICATED ON THE DETAILS.

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EXPOSING EXISTING REINFORCEMENT STEEL PERIMETER

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REMOVE EXISTING CONCRETE BEYOND DELAMINATION

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TO SOUND CONCRETE.

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AREAS AS INDICATED ON THE DETAILS.

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SAWCUT AND CHIP AT PERIMETER OF DELAMINATED

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AND MARK PERIMETER OF AREAS.

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SOUND ALL AREAS AS INDICATED ON THE DRAWINGS

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5.

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4.

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3.

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2.

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1.

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TAKE EXTREME CAUTION NOT TO DAMAGE IN ANY WAY THE EXISTING ELECTRICAL SERVICE AND OTHER UTILITIES. LOCATE AND MARK ALL UTILITIES. PORTIONS OF THE PARKING STRUCTURE CONTAIN EMBEDED CONDUITS.

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LOCAL NOISE ORDINANCE WILL GOVERN OPERATIONS.

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THE STRUCTURE AT ALL TIMES.

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FIRE SUPPRESSION SYSTEM MUST BE MAINTAINED IN

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12.

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11.

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10.

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9.

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8.

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7.

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6.

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5.

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4.

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3.

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B.

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1.

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2.

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12.

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11.

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10.

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8.

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9.

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7.

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6.

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WHERE DIMENSIONS ARE INDICATED FOR EXISTING STRUCTURES, THEY ARE APPROXIMATE AND FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY IN FIELD (VIF) ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS BETWEEN EXISTING DIMENSIONS AND THE PLANS SHALL BE PROMPTLY REPORTED TO THE ENGINEER.

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ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK.

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VERIFY STRUCTURAL DIMENSIONS WITH OTHER PROJECT DRAWINGS.

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NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER.

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DO NOT SCALE DRAWINGS.

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VISITS TO THE JOB SITE BY THE ENGINEER TO

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OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY

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MEAN GUARANTEE OF THE CONTRACTORS WORK, NOR

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RESPONSIBILITY FOR COORDINATION, SUPERVISION,

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NOR SAFETY AT THE JOB SITE.

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NOMINAL PATCH DEPTHS ARE INDICATED ON THE DETAILS,

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ACTUAL DEPTH MAY VARY.

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PAY BASIS SHALL BE AS INDICATED IN THE BID FORM.

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13.

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PRIOR TO BEGINNING CONSTRUCTION, PREPARE

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EXISTING CONDITIONS VIDEO. REFER TO SECTION

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01 5000, "CONSTRUCTION FACILITIES AND

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TEMPORARY SERVICES."

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PRIOR TO BEGINNING WORK, WORK AREA IS TO BE COMPLETELY BARRICADED. CONTRACTOR TO BE RESPONSIBLE FOR ADEQUATE VENTILATION, FUME AND DUST CONTROL. REFER TO SECTION 01 5600 "BARRIERS AND ENCLOSURES."

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COLUMN

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COL

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WELDED WIRE FABRIC

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ZRC

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WWF

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VIF

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W/

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UN

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=

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=

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=

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=

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=

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ZINC RICH COATING

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VERIFY IN FIELD

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UNLESS NOTED

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WITH

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=

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REQ'D

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TYP

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TEMP

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STL

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SPEC

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SOG

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SIM

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SECT

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=

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=

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=

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=

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=

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=

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=

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REINF

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OC

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MIN

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=

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=

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=

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REQUIRED

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TEMPERATURE

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SPECIFICATION

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SLAB ON GRADE

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TYPICAL

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STEEL

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SIMILAR

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SECTION

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REINFORCING

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ON CENTER

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MINIMUM

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GALV

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EXIST

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ELEV

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FT

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JT

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FD

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=

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=

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=

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=

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=

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=

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EC

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EA

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DET

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DELAM

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CONT

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CONC

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=

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=

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=

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=

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=

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GALVANIZED

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FLOOR DRAIN

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ELEVATION

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FOOT

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JOINT

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EXISTING

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EPOXY COATED

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DELAMINATION

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CONTINUOUS

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CONCRETE

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EACH

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DETAIL

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CONSTRUCTION JOINT

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CAST-IN-PLACE CONCRETE

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CL

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CIP

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BOT

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ADD'L

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AB

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CJ

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=

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=

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=

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=

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ADDITIONAL

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ABRASIVE BLAST

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CLEAR

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BOTTOM

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DIAMETER

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=

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DIA

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SPECIFIED COMPRESSIVE STRENGTH OF CONC.

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=

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F'c

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KIPS PER SQUARE INCH

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=

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KSI

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JOINT SEALANTS

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A.

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7.1

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7.2

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TRAFFIC BEARING MEMBRANE (DECK COATING)

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A.

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REMOVE & REPLACE COVE AND CONTROL JOINT SEALANTS AS INDICATED ON THE DRAWINGS.

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ROUT AND SEAL CRACKS PRIOR TO INSTALLING DECK COATING AS INDICATED ON THE DRAWINGS..

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APPLY FULL SYSTEM DECK COATING AS INDICATED ON THE DRAWINGS.

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B.

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1.2 BUILDING CLASSIFICATION

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A. GROUP S-2 OCCUPANCY

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DIVISION 3 CAST-IN-PLACE CONCRETE

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3.1 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318, AND

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ACI GUIDE 362.1R. REFER TO SPECIFICATION SECTION 03 3000, CAST-IN-PLACE

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CONCRETE, FOR INFORMATION NOT LISTED HEREIN.

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3.2 CONCRETE

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A. READY MIXED/SITE BATCHED CONCRETE REPAIR MATERIAL

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F'C PSI

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%%UDESCRIPTION

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(1) CNS OPTION: DESIGNATES A CONCRETE MIX DESIGN WITH

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2 GAL/CY OF CALCIUM NITRITE CORROSION-INHIBITOR AND 6%%% SILICA

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FUME.

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(4) ALL NORMAL WEIGHT CONCRETE TO HAVE A DENSITY OF

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APPROXIMATELY 145 PCF UNLESS NOTED.

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(5) ALL AIR ENTRAINED CONCRETE SHALL INCLUDE 564 LBS OF CEMENT

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MINIMUM PER CUBIC YARD OF CONCRETE. THE WEIGHT OF FLY ASH

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AND SILICA FUME ADMIXTURES MAY BE INCLUDED WITH THE

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WEIGHT OF CEMENT.

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%%UMIX

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%%URATIO

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MAX. W/C

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AVERAGE

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ENTRAINED

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%%UAIR

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%%UCOMMENTS

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NOTES:

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(3) AVERAGE AIR-ENTRAINED VALUES ARE FOR IN-PLACE CONCRETE.

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TOLERANCE ON TOTAL AIR CONTENT IS 1-1/2% PER ACI.

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(2)SUFFIX - F: DESIGNATES A CONCRETE MIX DESIGN WITH 1 1/2 LBS. SUFFIX - F: DESIGNATES A CONCRETE MIX DESIGN WITH 1 1/2 LBS. 1 1/2 LBS. FIBRILLATED MONOFILAMENT FIBER REINFORCEMENT PER CUBIC YARD OF CONCRETE OR 1 LB. MICROFILAMENT FIBER REINFORCEMENT PER CUBIC YARD OF CONCRETE.

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FLOOR REPAIR

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5000 CNS-F

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6-1/2%

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0.40

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SEE PARAGRAPH 3.2 B

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3.3 CEMENT

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A. ASTM C150 TYPE I OR III

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3.4 AGGREGATES

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A. ASTM C33

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A. MILD REINFORCEMENT, ASTM A615 GRADE 60, EPOXY COATED.

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B. EPOXY COATING FOR PLAIN AND DEFORMED MILD REINFORCEMENT ASTM A775

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C. EPOXY COATING OF DOWEL BARS SHALL BE THE SAME AS SPECIFIED FOR THE

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REINFORCEMENT TO BE SPLICED.

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D. THE CONCRETE PROTECTION SHALL BE PER ACI 362.1R, EXCEPT AS NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. ALL EXPOSED REINFORCEMENT SHALL BE EPOXY COATED.

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3.6 GENERAL CAST-IN-PLACE CONCRETE

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A. REINFORCEMENT REINFORCEMENT 1. MINIMUM LENGTH OF LAP SPLICES SHALL BE BASED ON ACI 318. MINIMUM LENGTH OF LAP SPLICES SHALL BE BASED ON ACI 318. CHAPTER 12 CLASS A UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. REINFORCING STEEL SHALL NOT BE BENT OR STRAIGHTENED REINFORCING STEEL SHALL NOT BE BENT OR STRAIGHTENED UNLESS APPROVED BY THE ENGINEER OR AS INDICATED ON THE DRAWINGS. 3. FIELD CUTTING OF REINFORCEMENT IS PROHIBITED UNLESS FIELD CUTTING OF REINFORCEMENT IS PROHIBITED UNLESS APPROVED BY THE ENGINEER. 4. WELDING OF REINFORCEMENT IS PROHIBITED UNLESS SPECIFICALLY WELDING OF REINFORCEMENT IS PROHIBITED UNLESS SPECIFICALLY CALLED FOR ON THE DRAWINGS OR APPROVED BY THE ENGINEER. B. ACCESSORIES ACCESSORIES 1. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. C. JOINTS JOINTS 1. PROVIDE A 3/4 INCH CHAMFER ON EXPOSED CORNERS OF PROVIDE A 3/4 INCH CHAMFER ON EXPOSED CORNERS OF CONCRETE UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. TOOL SLAB JOINTS AT THE TIME OF FINISHING. SAW CUTTING IS TOOL SLAB JOINTS AT THE TIME OF FINISHING. SAW CUTTING IS NOT ALLOWED. 3. TOOL CONTROL JOINTS IN CONCRETE PATCHES TO MATCH TOOL CONTROL JOINTS IN CONCRETE PATCHES TO MATCH EXISTING.

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B. CITY OF DETROIT CODES AND ORDINANCES

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B.

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EXTEND DECK COATING UP VERTICAL SURFACES 4" AS INDICATED ON THE DETAILS.

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C.

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PROVIDE DETAIL COAT AT ALL CRACKS AND JOINTS AS INDICATED ON THE DETAILS.

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ALL SAWCUTS SHALL BE WET CUT.

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DUST CONTROL

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C.

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1.

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FILTER FABRIC SHALL BE INSTALLED OVER ALL STORM DRAIN BASINS WITHIN THE WORK AREA.

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2.

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DUST, SILT, SEDIMENT, ETC. SHALL NOT LEAVE THE SITE.

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CONCRETE AND SAWCUTTING WORK

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D.

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1.

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THE FOLLOWING REQUIREMENTS APPLY TO CONCRETE AND SAWCUTTING WORK (CUTTING, GRINDING, DRILLING, HYDRO-DEMOLITION, ETC.):

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a.

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DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE WORK TO STORM OR SANITARY SYSTEMS IS PROHIBITED.

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b.

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STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

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c.

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ANY WATER USED DURING CONCRETE WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM, OR ABSORBENTS.

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d.

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GOOD HOUSEKEEPING PRACTICES MUST BE EMPLOYED AT THE JOBSITE. MINIMIZE DUST.

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CONCRETE WASHOUT

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E.

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1.

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DO NOT DISCHARGE CONCRETE, MORTAR, OR GROUT WASHOUT INTO STORM DRAINS, CATCH BASINS OR TO THE SANITARY SEWER SYSTEM. PERFORM WASHING OF CONCRETE TRUCKS IN DESIGNATED AREAS OR OFFSITE.

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a.

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DESIGNATED AREAS SHOULD BE CLEARLY LABELED. THEY SHOULD BE IN A PIT TO PREVENT RUN-OFF OF WASTE WATER. PLACE DESIGNATED AREAS A MINIMUM OF 50 FEET FROM STORM DRAINS, BODIES OF WATER AND DITCHES. ALL DESIGNATED AREAS SHOULD BE LINED TO PREVENT SEEPAGE AND SHOULD HAVE A BARRIER.

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b.

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ALTERNATIVE TO A DESIGNATED AREA: PROVIDE A CONCRETE BOX. IF ONLY A SMALL AMOUNT CONCRETE WASHING IS TO OCCUR, ONE OPTION IS TO LINE A ROLL-OFF BOX. FOR VERY SMALL PROJECTS THIS COULD BE DONE WITH A DRUM.

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2.

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ONCE CONCRETE WASHOUT HAS HARDENED, BREAK UP AND DISPOSE OF PROPERLY. DISPOSAL OF HARDENED CONCRETE SHOULD OCCUR ON A REGULAR BASIS.

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3.

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WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES PROVIDED ONCE THE WASHOUT AREA IS 75% FULL.

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CONSTRUCTION NOTES (CONT.)

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C.

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INSTALL COVE JOINT SEALANT AS INDICATED ON THE DRAWINGS.

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QUANTITIES

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F.

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1.

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CONTRACTOR SHALL NOTIFY ENGINEER IF QUANTITIES SHOWN ON DRAWINGS ARE SUBSTANTIALLY DIFFERENT FROM THE ACTUAL QUANTITIES IN THE FIELD. SUBJECT LOCATIONS SHALL BE REVIEWED WITH THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

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DIVISION 26 ELECTRICAL

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ELECTRICAL ALLOWANCE

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A.

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26.1

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REPAIR DAMAGED ELECTRICAL CONDUIT, ELECTRICAL BOXES, ETC. AS DIRECTED BY OWNER OR ENGINEER.

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=

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EJ

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EXPANSION JOINT

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DIVISION 2 SITEWORK 2.1 EARTHWORK EARTHWORK A. COMPACT SOIL TO 95% OF MAXIMUM DENSITY AS DETERMINED BY COMPACT SOIL TO 95% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D1557.

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PHASING NOTES

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION ACTIVITY AND SHALL COOPERATE FULLY WITH THE OWNER FOR ALL CONSTRUCTION PHASING. 2. DECK COATING SHALL BE INSTALLED DURING THE LATE AFTERNOON / EVENING. DECK COATING SHALL BE INSTALLED DURING THE LATE AFTERNOON / EVENING. 3. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO THE PARKING STRUCTURE AT ALL CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO THE PARKING STRUCTURE AT ALL TIMES. 4. AREAS OF PARKING ABOVE AND AROUND SHORING SHALL BE CLOSED TO PARKING, AREAS OF PARKING ABOVE AND AROUND SHORING SHALL BE CLOSED TO PARKING, PRIOR TO SHORING. 5. PROTECT PEDESTRIAN TRAFFIC THROUGHOUT THE STRUCTURE AND ON SIDEWALKS PROTECT PEDESTRIAN TRAFFIC THROUGHOUT THE STRUCTURE AND ON SIDEWALKS AROUND THE PERIMETER OF THE PARKING STRUCTURE. 6. IT WILL BE NECESSARY TO SCHEDULE CONTRACTOR DELIVERIES AND WASTE IT WILL BE NECESSARY TO SCHEDULE CONTRACTOR DELIVERIES AND WASTE HAULING TO MINIMIZE INTERFERENCE WITH THE BUILDING'S OPERATIONS. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. PROVIDE OWNER APPROVED SIGNAGE AT THE BEGINNING OF THE CONSTRUCTION PROVIDE OWNER APPROVED SIGNAGE AT THE BEGINNING OF THE CONSTRUCTION PHASE NECESSARY TO ADEQUATELY DIRECT VEHICLES AND PEDESTRIANS TO ALTERNATE SAFE ROUTES.

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6-1/2%%%

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4000

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0.40

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SEE PARAGRAPH 3.2 B

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SIDEWALK/APRON

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5000

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SEE PARAGRAPH 3.2 C

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COLUMN REPAIR

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5000

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SEE PARAGRAPH 3.2 C

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BEAM REPAIR

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5000

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SEE PARAGRAPH 3.2 C

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WALL REPAIR

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5000

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SEE PARAGRAPH 3.2 C

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CEILING REPAIR

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C. VERTICAL/OVERHEAD CONCRETE REPAIR MATERIAL OR SHOTCRETE. REFER TO VERTICAL/OVERHEAD CONCRETE REPAIR MATERIAL OR SHOTCRETE. REFER TO SPECIFICATION SECTIONS 03 0130 AND 03 3713.

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B. CONTRACTOR MAY USE READY MIX CONCRETE OR PREMIXED HORIZONTAL CONCRETE CONTRACTOR MAY USE READY MIX CONCRETE OR PREMIXED HORIZONTAL CONCRETE REPAIR MATERIAL. REFER TO SPECIFICATION SECTIONS 03 0130 AND 03 3000.

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1.4 PERMITS

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A.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS.

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3"=1'-0"

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PAY BASIS A=(X + Y -T)*L/144 (sf) WHERE: A = SURFACE AREA OF REPAIR (sf) = SURFACE AREA OF REPAIR (sf) SURFACE AREA OF REPAIR (sf) X,Y = WIDTH OF REPAIR (in.) = WIDTH OF REPAIR (in.) WIDTH OF REPAIR (in.) L = LENGTH OF REPAIR (in.) = LENGTH OF REPAIR (in.) LENGTH OF REPAIR (in.) T = NOMINAL DEPTH OF REPAIR (in.)= NOMINAL DEPTH OF REPAIR (in.)NOMINAL DEPTH OF REPAIR (in.)

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NEW CONC. PATCH

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ORIGINAL SURFACE

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EXISTING CONC. MEMBER

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UNIFORM LINE OF SOUND CONC.

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NEW CONC. PATCH

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EDGE PREPARATION

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EXISTING CAVITY SURFACE

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EXISTING CONC. MEMBER

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2.

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QUANTITIES FOR CONCRETE COLUMN AND TYPE 1 BEAM REPAIRS SHALL BE DETERMINED IN ACCORDANCE WITH DETAIL 1 ON DRAWING G002.

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3.

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QUANTITIES FOR TYPE 2 BEAM REPAIRS SHALL BE PER LINEAL FOOT.

SR101

BASEMENT LEVEL

REFLECTED CEILING

PLAN - RESTORATION

SHEET TITLE

DESCRIPTION

PROJECT NO.

DATE

ISSUE/

REV. NO.

CHECKED BY

DRAWN BY

CONSULTANTS:





R4-2015-019

Wayne State

University

USB - Basement

Concrete

Restoration

Detroit, Michigan

5136 Lovers Lane

Fax (269) 381-6422

Phone (269) 381-2222

www.carlwalker.com

Suite 200


JST

DSE



LEGEND

SHEET NOTES

BASEMENT LEVEL REFLECTED CEILING PLAN

BASEMENT EXISTING CONDITIONS - MECHANICAL/ELECTRICAL EQUIPMENT

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=DECK COATING, FULL SYSTEM, REFER TO DETS. 12-15/SR501DECK COATING, FULL SYSTEM, REFER TO DETS. 12-15/SR501

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=ROUT & SEAL CRACK, REFER TO DET. 18/SR501ROUT & SEAL CRACK, REFER TO DET. 18/SR501

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1

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2

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3

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=BEAM REPAIR - TYPE 1, REFER TO DET. 5/SR501BEAM REPAIR - TYPE 1, REFER TO DET. 5/SR501

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=WALL REPAIR, REFER TO DET. 7/SR501WALL REPAIR, REFER TO DET. 7/SR501

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4

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=COLUMN REPAIR, REFER TO DET. 8/SR501COLUMN REPAIR, REFER TO DET. 8/SR501

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=TOP OF SLAB REPAIR, REFER TO DET. 2/SR501TOP OF SLAB REPAIR, REFER TO DET. 2/SR501

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=CHEMICAL GROUT CRACK IN WALL, REFER TO SPEC 03 6425CHEMICAL GROUT CRACK IN WALL, REFER TO SPEC 03 6425

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=REMOVE & REPLACE CONTROL JOINT SEALANT, REFER TO DET. 16/SR501REMOVE & REPLACE CONTROL JOINT SEALANT, REFER TO DET. 16/SR501

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7

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=REMOVE & REPLACE COVE JOINT SEALANT, REFER TO DET. 17,19/SR501REMOVE & REPLACE COVE JOINT SEALANT, REFER TO DET. 17,19/SR501

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8

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=REMOVE PLYWOOD & INSTALL CONCRETE WALL, REFER TO DET. 11/SR501REMOVE PLYWOOD & INSTALL CONCRETE WALL, REFER TO DET. 11/SR501

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= CEILING REPAIR, REFER TO DET. 4/SR501 CEILING REPAIR, REFER TO DET. 4/SR501 (CEILING HEIGHT = 8'-8"±)

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=ALTERNATES #1 AND #2ALTERNATES #1 AND #2

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=REFERS TO SURFACE AREA (VERTICAL OR HORIZONTAL) IN SQUARE FEET OF REFERS TO SURFACE AREA (VERTICAL OR HORIZONTAL) IN SQUARE FEET OF REPAIR AREA

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=FULL DEPTH SLAB REPAIR, REFER TO DET. 3/SR501FULL DEPTH SLAB REPAIR, REFER TO DET. 3/SR501

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9

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=CURB/WASH REPAIR, REFER TO DET. 2/SR501 SIM.CURB/WASH REPAIR, REFER TO DET. 2/SR501 SIM.

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1. REFER TO DRAWING G002 FOR GENERAL NOTES. REFER TO DRAWING G002 FOR GENERAL NOTES. 2. THERE IS A SIGNIFICANT AMOUNT OF MECHANICAL AND ELECTRICAL EQUIPMENT THERE IS A SIGNIFICANT AMOUNT OF MECHANICAL AND ELECTRICAL EQUIPMENT (INCLUDING PIPING, CONDUITS, ETC.) IN THE BASEMENT, REFER TO EXISTING CONDITIONS PHOTOS ON THIS SHEET. ALL EQUIPMENT (INCLUDING PIPING, CONDUITS, ETC.) SHALL BE PROTECTED DURING REPAIRS. DAMAGE CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER.

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5

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6

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A

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B

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1/4"=1'-0"

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XR4-2015-019-XP101

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North

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10

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10

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5

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3

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50

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3

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10

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4

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10

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5

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1

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L.F.

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10

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10

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2

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4

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25

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1

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30

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1

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5

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1

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1

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1

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30

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10

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L.F.

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10

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2

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L.F.

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8

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2

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5

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1

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EXTERIOR VERTICAL FACE OF BUILDING ABOVE

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AREA BELOW R.O.W.

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FERRY ST. R.O.W.

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LOOKING NORTHEAST

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LOOKING SOUTHWEST

SR102

LEVEL 1 PARTIAL

PLAN - RESTORATION

SHEET TITLE

DESCRIPTION

PROJECT NO.

DATE

ISSUE/

REV. NO.

CHECKED BY

DRAWN BY

CONSULTANTS:





R4-2015-019

Wayne State

University

USB - Basement

Concrete

Restoration

Detroit, Michigan

5136 Lovers Lane

Fax (269) 381-6422

Phone (269) 381-2222

www.carlwalker.com

Suite 200


JST

DSE



LEVEL 1 KEY PLAN

LEGEND

SHEET NOTES

LEVEL 1 PARTIAL PLAN

1

SECTION AT ENTRY / EXIT

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NO SCALE

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North

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WSU PROPERTY

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NOT WSU PROPERTY

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FERRY STREET

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CASS AVENUE

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=DECK COATING, FULL SYSTEM, REFER TO DETS. 12-15/SR501DECK COATING, FULL SYSTEM, REFER TO DETS. 12-15/SR501

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=ROUT & SEAL CRACK, REFER TO DET. 18/SR501ROUT & SEAL CRACK, REFER TO DET. 18/SR501

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1

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2

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3

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=WALL REPAIR, REFER TO DET. 7/SR501WALL REPAIR, REFER TO DET. 7/SR501

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4

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=COLUMN REPAIR, REFER TO DET. 8/SR501COLUMN REPAIR, REFER TO DET. 8/SR501

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=TOP OF SLAB REPAIR, REFER TO DET. 2/SR501TOP OF SLAB REPAIR, REFER TO DET. 2/SR501

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5

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=CHEMICAL GROUT CRACK IN WALL, REFER TO SPEC 03 6425CHEMICAL GROUT CRACK IN WALL, REFER TO SPEC 03 6425

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=REMOVE & REPLACE CONTROL JOINT SEALANT, REFER TO DET. 16/SR501REMOVE & REPLACE CONTROL JOINT SEALANT, REFER TO DET. 16/SR501

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=REMOVE & REPLACE COVE JOINT SEALANT, REFER TO DET. 17,19/SR501REMOVE & REPLACE COVE JOINT SEALANT, REFER TO DET. 17,19/SR501

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8

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=REMOVE PLYWOOD & INSTALL CONCRETE WALL, REFER TO DET. 11/SR501REMOVE PLYWOOD & INSTALL CONCRETE WALL, REFER TO DET. 11/SR501

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= CEILING REPAIR, REFER TO DET. 4/SR501 CEILING REPAIR, REFER TO DET. 4/SR501 (CEILING HEIGHT = 8'-8"±)

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=ALTERNATES #1 AND #2ALTERNATES #1 AND #2

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=REFERS TO SURFACE AREA (VERTICAL OR HORIZONTAL) IN SQUARE FEET OF REFERS TO SURFACE AREA (VERTICAL OR HORIZONTAL) IN SQUARE FEET OF REPAIR AREA

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=FULL DEPTH SLAB REPAIR, REFER TO DET. 3/SR501FULL DEPTH SLAB REPAIR, REFER TO DET. 3/SR501

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9

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=CURB/WASH REPAIR, REFER TO DET. 2/SR501 SIM.CURB/WASH REPAIR, REFER TO DET. 2/SR501 SIM.

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1. REFER TO DRAWING G002 FOR GENERAL NOTES. REFER TO DRAWING G002 FOR GENERAL NOTES. 2. CURB/WASH REPAIR, MATCH EXIST. SLOPE.CURB/WASH REPAIR, MATCH EXIST. SLOPE.

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5

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6

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7

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8

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A

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B

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C

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1/4"=1'-0"

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XR4-2015-019-XP100

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North

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L.F.

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15

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7

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8

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L.F.

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15

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7

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125

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30

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15

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15

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2

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EXIST. CATCH BASIN

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L.F.

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28

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6

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L.F.

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28

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6

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L.F.

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18

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6

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L.F.

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18

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6

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L.F.

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28

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7

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10

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FRAMING BELOW

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L.F.

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3

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6

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EXIST. UTILITY MANHOLE

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EXIST. CONCRETE APRON

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AREA UNDER R.O.W.

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1

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SR102

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EXIST. OPERABLE DOOR

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ALTERNATE #2: REMOVE & REPLACE EXIST. CONCRETE : REMOVE & REPLACE EXIST. CONCRETE REMOVE & REPLACE EXIST. CONCRETE APRON. COMPACT SOIL, ADD MDOT CLASS II FILL AS REQ'D & MATCH THICKNESS, SLOPE, & SIZE OF EXIST. CONCRETE APRON. WSU WILL REPLACE TRAFFIC DETECTOR LOOPS.

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EXIST. CURB, TYP.

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EXIST. CONCRETE SIDEWALK

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EXIST. GRASS

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EXIST. SIDEWALK TO REMAIN

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50

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REFER TO SHEET NOTE 2

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ALTERNATE #1:REMOVE & REPLACE CONCRETE :REMOVE & REPLACE CONCRETE REMOVE & REPLACE CONCRETE SIDEWALK, REFER TO DET. 9/SR501.

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20

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9

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NO SCALE

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.

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EXIST. STRUCTURAL SLAB

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EXIST. BASEMENT WALL

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NEW DECK COATING

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EXIST. SOIL

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EXIST. CONC. APRON

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REMOVE & REPLACE JOINT SEALANT, REFER TO DET. 19/SR501 SIM.

SR501

REPAIR DETAILS

SHEET TITLE

DESCRIPTION

PROJECT NO.

DATE

ISSUE/

REV. NO.

CHECKED BY

DRAWN BY

CONSULTANTS:





R4-2015-019

Wayne State

University

USB - Basement

Concrete

Restoration

Detroit, Michigan

5136 Lovers Lane

Fax (269) 381-6422

Phone (269) 381-2222

www.carlwalker.com

Suite 200


JST

DSE



EDGE PREPARATION DETAIL

1 2

TOP OF SLAB REPAIR DETAIL

3

FULL DEPTH SLAB REPAIR DETAIL

4

CEILING REPAIR DETAIL

5

BEAM REPAIR DETAIL - TYPE 1

6

BEAM REPAIR DETAIL - TYPE 2

7

WALL REPAIR DETAIL

ELEVATION

SECTION

8

COLUMN REPAIR DETAIL

9

SIDEWALK REPAIR DETAIL

10

SUPPLEMENTAL HORIZONTAL SHEAR REINF.

11

STAIR TOWER WALL REPAIR DETAIL DECK COATING DETAIL

12

DECK COATING DET.

13

14

DECK COATING DETAIL COAT

15

DECK COATING DETAIL SEALANT DETAIL

16

SEALANT DETAIL

17

SEALANT DETAIL

18

SEALANT DETAIL

19

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3"=1'-0"

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(RMI001)

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MIN. CLEAR. BEYOND REINF.

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SAWCUT TOP OF SLAB

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SAWCUT BOTTOM OF SLAB

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SAWCUT VERT. OF SLAB

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NOMINAL

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NOMINAL

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MIN.

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CLEAR

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BEYOND

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REINF.

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CHIPPING HAMMER (CHIP) PERP. TO ORIGINAL SURFACE

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ORIGINAL SURFACE

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PROVIDE TOOLED JOINT & SEALANT WHERE INDICATED FOR FULL DEPTH REPAIRS

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EXIST. REINF.

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EXIST. DELAMINATION

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EXIST CAVITY SURFACE

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EXIST. CONC.

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NEW UNIFORM SURFACE LINE TO SOUND CONC.

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X-R4-2015-019-D101

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NO SCALE

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X-R4-2015-019-D102

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4" NOM.

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EXIST. CONC. SLAB

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REMOVE EXIST. CONC. BEYOND DELAM. TO SOUND CONC.

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EXIST. CAVITY SURFACE

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EXIST. REINF. STEEL,

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NEW CONC. PATCH TO ORIGINAL SURFACE

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EDGE PREPARATION REFER TO DET. 1/SR501

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(RFL002)

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NOTE: 1. REPAIR DEPTH IS 6" NOMINAL AT CURB/WASH REPAIR.REPAIR DEPTH IS 6"± NOMINAL AT CURB/WASH REPAIR.

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(RFL004)

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NO SCALE

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FORMED SURFACE

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EXIST. REINF. STEEL

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EXIST. CAVITY SURFACES

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EXIST. CONC. SLAB

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NEW TOOLED JT. & SEALANT REFER TO DET. 16/SR501

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REMOVE EXIST. CONC. FULL DEPTH

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X-R4-2015-019-D103

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NOTES: 1. ADD SUPPLEMENTAL REINFORCEMENT WHERE SECTION LOSS ON REINFORCEMENT IS ADD SUPPLEMENTAL REINFORCEMENT WHERE SECTION LOSS ON REINFORCEMENT IS GREATER THAN 15%. DRILL AND PROVIDE ADHESIVE ANCHORAGE AS DIRECTED BY ENGINEER. COST TO ADD SUPPLEMENTAL REINFORCEMENT IS A SEPARATE WORK ITEM.

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(RFL006)

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NO SCALE

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EDGE PREPARATION REFER DET. 1/SR501

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EXIST. CONC. SLAB

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EXIST. REINF. STL.

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X-R4-2015-019-D104

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8'-8"±

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A.F.F.

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(RBM001)

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NO SCALE

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1" CL. " CL. MIN.

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EXIST. CONC. BM.

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VERIFY EXIST. STIRRUPS

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X-R4-2015-019-D105

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X-R4-2015-019-D106

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NO SCALE

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11"

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11"

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SHORING

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SHORING

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SHORING

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EDGE PREP., REFER TO DET. 1/SR501 TYP.

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NEW CONC. PATCH TO ORIG. SURFACE

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REMOVE EXIST. CONC. BEYOND DELAM/CRACK TO SOUND CONC.

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EXIST. REINF. STEEL

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NOTES: 1. PROTECT EXISTING REINFORCING STEEL DURING DEMOLITION. PROTECT EXISTING REINFORCING STEEL DURING DEMOLITION. 2. COST FOR FORMWORK & SHORING IS INCIDENTAL TO WORK.COST FOR FORMWORK & SHORING IS INCIDENTAL TO WORK.

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PROVIDE FORMWORK

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PROVIDE SUPPLEMENTAL REINF. IF THERE IS NO EXIST. REINF. OR IF SPACING EXCEEDS 12" O.C., REFER TO DET. 10/SR501

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(RWD001)

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NO SCALE

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4"

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4"

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FACE OF EXIST. WALL

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EXPOSED EXIST. REINF. STEEL

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X-R4-2015-019-D107

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(RCL002)

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NO SCALE

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4"

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4"

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EXIST. CONC. COLUMN

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EXIST. COL. TIES & REINF. V.I.F. REMOVE

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EXIST CONC. BEYOND DELAM.TO SOUND CONC.

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NEW CONC. PATCH, PATCH TO ORIGINAL SURFACE

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EXIST. EXPOSED REINF. STEEL

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X-R4-2015-019-D108

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3/4"=1'-0"

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X-R4-2015-019-D109

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EXIST. CONC. SLAB

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REMOVE & REPLACE CONC. SIDEWALK

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EXIST. GRASS.

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EXIST. SOIL

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EXIST. CONC. FOUNDATION

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NOTES: 1. NEW CONC. SIDEWALK SHALL BE FLUSH W/ ADJACENT SURFACES. NEW CONC. SIDEWALK SHALL BE FLUSH W/ ADJACENT SURFACES. 2. COMPACT SOIL TO 95% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D1557 PRIOR TO COMPACT SOIL TO 95% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D1557 PRIOR TO POURING CONCRETE. ADD MDOT CLASS II FILL AS REQ'D TO LEVEL SLAB, COST FOR ADDING SOIL IS INCIDENTAL. 3. TOOL JOINTS IN NEW CONCRETE SIDEWALK TO MATCH EXIST. TOOL JOINTS IN NEW CONCRETE SIDEWALK TO MATCH EXIST. 4. REPAIR GRASS THAT IS DAMAGED DURING CONSTRUCTION.REPAIR GRASS THAT IS DAMAGED DURING CONSTRUCTION.

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NEW JOINT SEALANT, REFER TO DET. 19/SR501

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SLOPE

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WEST WALL OF PARKING STRUCTURE

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ALTERNATE #1

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X-R4-2015-019-D110

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NO SCALE

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11"

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11"

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EXIST. REINF. STEEL

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NOTES: 1. PROVIDE SUPPLEMENTAL SHEAR REINF. IF THERE IS NO REINF. ACROSS THE PROVIDE SUPPLEMENTAL SHEAR REINF. IF THERE IS NO REINF. ACROSS THE BEAM/SLAB INTERFACE OR IF THE SPACING OF THE EXIST. REINF. ACROSS THE BEAM/SLAB INTERFACE EXCEEDS 12" O.C. 2. VERIFY LAYOUT OF EXIST. REINF. PRIOR TO BENDING NEW #3 BARS.VERIFY LAYOUT OF EXIST. REINF. PRIOR TO BENDING NEW #3 BARS.

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#3 BAR E.C. AT 12" O.C., 4" MIN. EPOXY EMBED

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3 "12"

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3 "12"

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3 "12"

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3 "12"

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3/4"=1'-0"

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X-R4-2015-019-D111

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NOTES: 1. STAIN NEW CONC. WALL TO MATCH ADJACENT SURFACES. STAIN NEW CONC. WALL TO MATCH ADJACENT SURFACES. 2. TEMPORARILY SUPPORT BRICK MASONRY AS REQUIRED TO INSTALL NEW CONCRETE WALL. TEMPORARILY SUPPORT BRICK MASONRY AS REQUIRED TO INSTALL NEW CONCRETE WALL. 3. WALL THICKNESS IS 8" , V.I.F.WALL THICKNESS IS 8"±, V.I.F.

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REMOVE PLYWOOD AND INSTALL NEW CONC. WALL

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9" LONG #4 DOWEL. EMBED 3" AND ANCHOR W/ ADHESIVE, TYP.

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PROVIDE 1/2" GAP, BACKER ROD & SEALANT AROUND CONDUIT PENETRATION

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EXIST. CONC. SIDEWALK

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EXIST. STAIR TOWER WALL

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DECK COATING

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COVE SEALANT REFER TO DET. 17/SR501

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LIMITS OF SURFACE PREPARATION

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3"=1'-0"

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NOTE: PROVIDE STRAIGHT TERMINATION LINES

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DEC002

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DECK COATING

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SAWCUT AND TOE DECK COATING IN AT EDGE

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GRIND EDGE

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1"=1"

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CONC. SLAB

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DEC003

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CRACK

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DECK COATING

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DETAIL COAT EQUAL THICKNESS OF MEMBRANE COATS

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1"=1"

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DEC006

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SEALANT, REFER TO DET. 16 OR 18/SR501

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DECK COATING

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COVE SEALANT REFER TO DET. 17/SR501

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ELECTRICAL OR MECHANICAL PENETRATION

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LIMITS OF SURFACE PREPARATION

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PRIME PER MANUFACTURER

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3" = 1'-0"

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DEC007

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1"=1"

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SEA031

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SEALANT

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TOOLED JOINT

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BACKER ROD

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GRIND EDGE

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DECK COATING

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1"=1"

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SEA041

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MIN.

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THROAT

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SEALANT

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BOND BREAKER

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14"

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14"

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DECK COATING WHERE REQ'D

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1"=1"

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SEA059

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SEALANT

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CRACK OR CONTROL JOINT

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SAW CUT AT CENTER OF CRACK OR CONTROL JOINT

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GRIND EDGE

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BOND BREAKER

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DECK COATING WHERE REQ'D

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1"=1"

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SEA057

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TOOL OR GRIND EDGE

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SEALANT

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COMPRESSIBLE JOINT FILLER

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