093986.00 COMBINED Drawings 11-30-23.pdf

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Project

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

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G0.1

0 OWNER REVIEW 11-30-23

SHEET NO. SHEET TITLE

G0.1 COVER SHEET

LIST OF DRAWINGS:

SECTIONS AND DETAILSS5.1

N

S

W E

COVER SHEET

NOT TO SCALE

NOT TO SCALE

RESTORATION GENERAL NOTES

LOCATION MAP - MAP VIEW

LOCATION MAP - SATELLITE VIEW

ENGINEER

2015 MICHIGAN BUILDING CODE

OAKLAND UNIVERSITY

318 MEADOW BROOK RD

ROCHESTER, MI 48309

CONTACT: MS. JENNIFER MYERS,

AIA, NCARB

SENIOR ENGINEER

OWNER

APPLICABLE CODES

P32

N

S

W E

S1.2

S1.4

1. SUMMARY OF WORK CONTAINED IN PROJECT DOCUMENTS MAY NOT INCLUDE ALL ITEMS AND

ACTIVITIES NECESSARY TO COMPLETE REQUIRED WORK. TAKE MEASURES NECESSARY, IN

ADDITION TO THOSE GIVEN IN DRAWINGS TO COMPLETE WORK AT NO ADDITIONAL COST TO

OWNER.

2. CONDUCT REQUIRED RESTORATION WORK IN A MANNER THAT DOES NOT DISTURB ELEMENTS

THAT ARE NOT TO BE MODIFIED AS PART OF THIS CONTRACT.

3. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING SAFETY

AND PROTECTION OF PROPERTY AS WELL AS FOR COMPLIANCE WITH LOCAL, STATE AND

FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.

4. DIMENSIONS SHOWN ON DRAWINGS ARE BASED UPON AVAILABLE ORIGINAL DESIGN

DRAWINGS AND LIMITED FIELD MEASUREMENTS AND HAVE NOT BEEN COMPLETELY FIELD

VERIFIED. OWNER AND ENGINEER TAKE NO RESPONSIBILITY FOR ACCURACY OF EXISTING

DIMENSIONS SHOWN ON DRAWINGS. VERIFY AND TAKE ADDITIONAL MEASUREMENTS, AS

NEEDED PRIOR TO PROCEEDING WITH WORK ACTIVITIES AND REPORT ANY ACCURACIES TO

ENGINEER.

5. NOTIFY OWNER'S REPRESENTATIVE AND ENGINEER OF ANTICIPATED CHANGES OR ADDITIONS

TO WORK PRIOR TO START OF WORK ACTIVITIES. GENERAL REPAIR LIMITS ARE NOTED IN

PROJECT DOCUMENTS WITH FINAL LIMITS TO BE DETERMINED IN FIELD BY CONTRACTOR AND

APPROVED BY OWNER'S REPRESENTATIVE.

6. PROMPTLY REPORT UNANTICIPATED CONDITIONS, THAT ARE NOT IN AGREEMENT WITH

DRAWINGS OR WILL ADVERSELY AFFECT WORK, TO OWNER'S REPRESENTATIVE AND ENGINEER

FOR ADVISEMENT ON HOW TO PROCEED.

7. PROVIDE TEMPORARY PROTECTION, BARRICADES, STRUCTURES, AND OTHER MEASURES, AS

NEEDED, TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC ADJACENT TO AND IN VICINITY OF

WORK AREAS.

8. PROVIDE TEMPORARY PROTECTION FOR ELEMENTS, LANDSCAPING, CONCRETE SIDEWALKS,

AND PAVEMENTS THAT ARE NOT TO BE ALTERED BY CONSTRUCTION ACTIVITIES. RESTORE

DAMAGE CAUSED BY RESTORATION OPERATIONS TO PRE-CONSTRUCTION CONDITION AT NO

COST TO OWNER AND TO OWNER'S SATISFACTION.

9. STAGE CONSTRUCTION TO MINIMIZE DISRUPTION TO EMERGENCY ACCESS AND EGRESS

ROUTES AND DO NOT OBSTRUCT FIRE HYDRANTS OR OTHER EMERGENCY OR SAFETY DEVICES.

10. SECURE OWNER DESIGNATED SITE STAGING AREA FOR STORAGE PRIOR TO BEGINNING WORK.

STORAGE OF MATERIALS INSIDE ADJACENT BUILDING IS PROHIBITED. DO NOT STORE

FLAMMABLE MATERIALS IN STAGING AREA. REMOVE FLAMMABLE MATERIALS FROM SITE AND

SECURELY STORE THEM AT END OF EACH WORK DAY.

11. TAKE DUE CARE AND CAUTION TO AVOID TRACKING DUST, DEBRIS, AND/OR LOOSE MATERIALS

TO AREAS OUTSIDE OF CONSTRUCTION AREAS. REMOVE MATERIALS TRACKED TO AREAS

OUTSIDE OF CONSTRUCTION AREA AS SOON AS POSSIBLE AT NO ADDITIONAL COST TO OWNER.

CONDUCT AN INSPECTION OF PROJECT AREA AT END OF EACH WORKDAY AND TAKE STEPS TO

ENSURE THAT ENTIRE WORK AREA IS CLEAN.

12. REMOVE WASTE MATERIALS AND DEBRIS RESULTING FROM RESTORATION WORK FROM SITE

AND DISPOSE OFF OWNER'S PROPERTY IN A LEGAL MANNER.

13. MAINTAIN UP-TO-DATE SET OF PROJECT DOCUMENTS AT JOB-SITE. KEEP ACCURATE AND

LEGIBLE RECORDS OF CHANGES TO WORK THAT OCCUR DURING CONSTRUCTION AND

INFORMATION ON 'AS-BUILT' EXISTING OR CONSTRUCTED CONDITIONS. KEEP DOCUMENTED

RECORDS OF CHANGES AND AS-BUILT CONDITIONS ON A SET OF DRAWINGS, TO BE PROVIDED

TO ENGINEER AT COMPLETION OF CONSTRUCTION.

14. UPON COMPLETION OF WORK, CLEAR ENTIRE SITE OF EQUIPMENT, UNUSED MATERIALS, AND

RUBBISH. RESTORE DISTURBED AREAS TO SATISFACTION OF OWNER.

STRUCTURE P29 FIRST FLOOR PLANS1.1

P32

P29

P29

STRUCTURE P29 ROOF PLAN

STRUCTURE P32 ROOF PLAN

SME

43980 PLYMOUTH OAKS BLVD.

PLYMOUTH, MI 48170

PHONE: 734-454-9900

CONTACT: NATE SEXTON, PE

www.sme-usa.com

S1.3 STRUCTURE P32 THIRD FLOOR PLAN

www.sme-usa.com

Oakland University

PARKING STRUCTURES P29 / P32 2024 REPAIRS

429 Pioneer Drive, Rochester Hills, MI 48039 270 Grizzly Lane, Auburn Hills, MI 48309

FIRST FLOOR PLAN

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Project

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

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STRUCTURE P29

FIRST FLOOR PLAN

KEY PLAN

N

S

W E

STRUCTURE P29 FIRST FLOOR PLAN

SCALE: 1/16" = 1'-0"

BOLLARD AND BASE PLATE REPLACEMENT, REFER

TO DETAIL 4/S5.1

SYMBOL DESCRIPTION

REPAIR LEGEND

REPAIR

TYPE NO.

CONCRETE FLOOR REPAIR, REFER TO DETAILS 1 AND 2/S5.1

CLEAN/COAT UNDERSIDE OF TREAD SYSTEM, BOTTOM TREAD REPAIR AS

REQUIRED, STAIR LANDING REPLACEMENT REFER TO DETAILS 5, 6, 7/S5.1

ROOF DRAIN REPAIR,

REFER TO DETAIL 8/S5.1

5 SHEAR CONNECTION REPAIR AND JOINT SEALANT REPLACEMENT AT

DOUBLE TEE LONGITUDINAL JOINTS, REFER TO DETAILS 9, 10, 11, 13/S5.1// // // //

6 EXPANSION JOINT REPLACEMENT, REFER TO DETAIL 15/S5.1

ROOF PLAN

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Project

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

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0 OWNER REVIEW 11-30-23

STRUCTURE P29

ROOF PLAN

KEY PLAN

TYP

N

S

W E

STRUCTURE P29 ROOF PLAN

SCALE: 1/16" = 1'-0"

BOLLARD AND BASE PLATE REPLACEMENT, REFER

TO DETAIL 4/S5.1

SYMBOL DESCRIPTION

REPAIR LEGEND

REPAIR

TYPE NO.

CONCRETE FLOOR REPAIR, REFER TO DETAILS 1 AND 2/S5.1

CLEAN/COAT UNDERSIDE OF TREAD SYSTEM, BOTTOM TREAD REPAIR AS

REQUIRED, STAIR LANDING REPLACEMENT REFER TO DETAILS 5, 6, 7/S5.1

ROOF DRAIN REPAIR,

REFER TO DETAIL 8/S5.1

5 SHEAR CONNECTION REPAIR AND JOINT SEALANT REPLACEMENT AT

DOUBLE TEE LONGITUDINAL JOINTS, REFER TO DETAILS 9, 10, 11, 13/S5.1// // // //

TYP

TYP

TYP

TYP ALL

LONG JOINTS

6 EXPANSION JOINT REPLACEMENT, REFER TO DETAIL 15/S5.1

1 2 3 4 5 6 7 8 9 11 12 13 14 15 1610

A

B

C

D

E

460'-6"

13'-2" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 13'-2"36'-0"

2'-2"

4'

-4

'-8

'-6

'-6

'-8

A.1A.1

D.9 D.9

14.82.2

15.91.1

1'-4" 1'-4"

1' -4

1'

-4

6'-11"6'-11"

FD FD FD FD FD

FD FDFD

FD FD

FD FD

FD

FD

FD

FD

FD

FD

FD

STAIR / ELEVATOR

TOWER #2

STAIR / ELEVATOR

TOWER #4

STAIR / ELEVATOR

TOWER #3

ACCESSIBLE RAMP

STAIR / ELEVATOR

TOWER #4

RAMP DOWN RAMP UP

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NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

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S1.3

0 OWNER REVIEW 11-30-23

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ROOF PLAN

EL 881'-4"

EL 892'-8"

EL 904'-0"

EL 915'-4"

KEY PLAN

SYMBOL DESCRIPTION

REPAIR LEGEND

REPAIR

TYPE NO.

7 OVERHEAD TEE STEM REPAIR AND INVERTED TEE EDGE REPAIRS,

REFER TO DETAIL 16/S5.1

STRUCTURE P32

THIRD FLOOR PLAN

N

S

W E

STRUCTURE P32 THIRD FLOOR PLAN

SCALE: 3/64" = 1'-0"

RAMP DOWN

STAIR / ELEVATOR

TOWER #2

STAIR / ELEVATOR

TOWER #1

STAIR / ELEVATOR

TOWER #4

STAIR / ELEVATOR

TOWER #3

1 2 3 4 5 6 7 8 9 11 12 13 14 15 1610

A

B

C

D

E

460'-6"

13'-2" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 13'-2"36'-0"

2'-2"

4'

-4

'-8

'-6

'-6

'-8

A.1A.1

D.9 D.9

14.82.2

15.91.1

1'-4" 1'-4"

1' -4

1'

-4

6'-11"6'-11"

FD FD FD FD FD

FD FD

FD FD

FD FD

FD

FD

FD

FD

FD

FD

TYP ALL

LONG JOINTS

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ROOF PLAN

EL 881'-4"

EL 892'-8"

EL 904'-0"

EL 915'-4"

KEY PLAN

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Project

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

HAH

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S1.4

0 OWNER REVIEW 11-30-23

STRUCTURE P32

ROOF PLAN

SYMBOL DESCRIPTION

REPAIR LEGEND

REPAIR TYPE

NO.

N

S

W E

STRUCTURE P32 ROOF PLAN

SCALE: 3/64" = 1'-0"

HORIZONTAL JOINT SEALANT REPLACEMENT, REFER TO DETAIL 14/S5.1

BASE ⅊3

4"x9"x9"

3' -6

VI

F

9"

9"

11 2" T

YP

2" TYP

5" DIA PIPE WITH BASE

PLATE, HOT DIPPED

GALVANIZED, FILLED WITH

CONCRETE, COAT TO

MATCH EXISTING

HOT DIPPED GALVANIZED BASE

PLATE WITH (4) - 58" DIA

GALVANIZED HILTI KWIK BOLT

TZ2 EXPANSION ANCHORS WITH

6" MINIMUM EMBEDMENT

1/4 x6" TYP x x x x x x x

6"

8"

MINIMUM

(4) SIDES CONCRETE PATCH

EXISTING W.W.F.

EXISTING

CONCRETE

SLAB W.W.F. 4x4-W4.0xW4.0, EPOXY COATED

BACKER ROD AND

URETHANE SEALANT

DETAIL COAT WITH REINFORCMENT

FABRIC TIETEX T-272 (2" MIN EITHER

SIDE OF JOINT, MIN 30 DRY MILS)

ELASTOMERIC COATING SYSTEM

CONCRETE DECK

6" 6"

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Project

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

REV BYDATEISSUED FOR

Revisions

Orientation

Project Location

Sheet Name

Scale

Engineer's Seal

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

www.sme-usa.com

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 24" X 36" AND

WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA

Date

Designer:

Reviewed By:

OAKLAND UNIVERSITY

PARKING STRUCTURES

P29/P32 REPAIRS

429 PIONEER DRIVE

ROCHESTER HILLS,

MI 48309

270 GRIZZLY LANE

AUBURN HILLS, MI 48326

11-30-23

093986.00

HAH

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S5.1

0 OWNER REVIEW 11-30-23

W

D

CONCRETE DECK

NOTES:

1. THOROUGHLY CLEAN JOINT FREE OF EXISTING SEALANT MATERIALS.

2. REPAIR DETERIORATED CONCRETE AREA PER DETAIL NO. 8 AND NO. 9.

3. APPLY SPECIFIED SEALANT AFTER THE REPAIR CONCRETE HAS CURED.

4. CONDUCT FIELD TEST FOR EACH TYPE OF SEALANT AND JOINT

SUBSTRATE PRIOR TO CONSTRUCTION AND AT 14 DAYS AFTER SEALANT

APPLICATION. CONDUCT FIELD TEST IN ACCORDANCE TO METHOD A,

FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN

ASTM C 1193.

SILICONE SEALANT

MINIMUM WIDTH 12"

CLOSED CELL BACKER ROD TO BE

UNDER COMPRESSION 25% LARGER

THAN JOINT WIDTH

JOINT SEALANT REPLACEMENT

NOT TO SCALE

1/ 2"

1/ 4"

SEALANT JOINT PROFILE TABLE

WIDTH (W) DEPTH (D)

UP TO 1/2" 1/4"

1/2" TO 1" W/2

LARGER THAN 1" CONSULT WITH SEALANT

MANUFACTURER

TYPICAL CONTROL JOINT COATING REPAIR

NOT TO SCALE

S1.2

NOTE: ALL LONGITUDINAL DOUBLE TEE JOINTS AT ROOF LEVEL

REPAIR TYPE NO. 11

EXISTING CONCRETE

TREAD, TYP

∠11 2x11

2x3

EXISTING

METAL PAN, TYP

EXISTING STRINGER

1/8

BOTTOM TREAD

SUPPORT ANGLE

SCALE: NTS

S1.1

COL

SECTIONS AND

DETAILS

2' -8

2"

2"

4" F

LA

N

G E

PC COL

COL CORBELNEOPRENE BEARING

PAD

TYPICAL INVERTED TEE BEAM DECK REPAIR

SCALE: 34" = 1'-0"

S1.2

PC DOUBLE TEE TYP.

CIP CONC

WASH

8"x1" SAWCUT CONTROL

JOINT W/SEALANT TYP.

REF. DETAIL 12 THIS SHEET

FOR COATING

REINFORCEMENT AT

SEALED JOINT

EXISTING EPOXY COATED

WWF REF TO DETAIL 3

THIS SHEET

4-#5 CONT EPOXY

COATED BARS

TOOLED JOINT W/CAULKING TYP.

REF. DETAIL 12 THIS SHEET FOR

COATING REINFORCEMENT AT

SEALED JOINT

PERIMETER SAWCUT,

TYP

ROUT-AND-SEAL

CONSTRUCTION JOINT

EXISTING

DOUBLE TEE,

TYP

2"

4" E

XI

ST

IN

G

F

LA

N G

E

VI

F

EXISTING EMBEDDED PLATE

(DETERIORATED OR MISSING)

REMOVE AS REQUIRED TO

INSTALL NEW DEFORMED BAR

4"

FL

AN

G

E

VI

FPROVIDE

MINIMUM CSP

8 ROUGHNESS,

TYP

3" TO CENTERLINE

DOWEL AND BOTTOM

REINFORCEMENT

EXISTING GAP VARIES

REMOVE DETERIORATED

CONCRETE TO SOUND MATERIAL

1" C

LR

T

YP

#4 x 2'-6" @ 12" OC

EPOXY-COATED, DRILL AND SET

INTO HILTI HIT-HY200 ADHESIVE

12" MIN EMBEDMENT FULL

PERIMETER OF REPAIR #4 @ 6" OC EACH WAY

GRADE 60

DEFORMED BAR

OR CLOSED CELL

BACKER ROD EXISTING GAP VARIES

REPAIR CONCRETE PRIOR TO

SEALANT INSTALLATION TYP

EXISTING

SHEAR

TRANSFER

DEVICE

EMBEDDED IN

CONCRETE

AS REQUIRED

TYP

AS

R

EQ

U

IR

ED

T

YP

3 4" S

AW

C

U T

TY

P

X, VARIES

(V.I.F.) 6" MIN

1 2 X

TRAFFIC

COATING

BOND BREAKER

NOTE:

IF GAP BETWEEN EXISTING DOUBLE TEES

IS GREATER THAN 11

2", CONTACT

CONSULTING ENGINEER FOR

INSTRUCTIONS ON HOW TO PROCEED

PLAN VIEW

POLYURETHANE

COATING

CLOSED CELL

BACKER ROD, TYP

X

CONCRETE REPAIR, TYP

DEFORMED BAR

SHEAR

CONNECTION WITH

BOND BREAKER

ENLARGED JOINT REPAIR10

S1.1

SHEAR CONNECTION (REPAIR)

SCALE: 2" = 1'-0"

S1.1

SCALE: 2" = 1'-0"

SHEAR CONNECTION (PARTIAL DEMOLITION)

SCALE: 2" = 1'-0"

S1.1

6" MIN

(V .I.

F.

CONCRETE TREAD

INFILL

NOSING

REPLACE STAIR TREAD SYSTEM

NTS

S1.1

EXISTING STRUCTURAL

STEEL STRINGER

12GA METAL TREADS WITH

MATCHING DIMENSIONS

AS EXISTING

DRAIN AND CONDUCTOR REPLACEMENT

SCALE: 1 12" = 1'-0"

CL OF DRAIN

REPLACED PIPING TO BE

TIED INTO EXISTING PIPING

AS SHOWN ON PLAN

PRECAST CONC DOUBLE

TEE SYSTEM

4" 6"

VIF

2'-0" VIF

TYP

DOUBLE TEE FLANGE REPAIR

SCALE: 34" = 1'-0"

W.W.F. SPLICE

SCALE: 34" = 1'-0"

BOLLARD REPLACEMENT

SCALE: 34" = 1'-0"

S1.1

1 4"

2"

FINISH COAT

TRAFFIC COATING

SYSTEM

CUT 14" DEEP X 12" WIDE

REGLET INTO CONCRETE FOR

PROPER TERMINATION

FILL REGLET WITH FINISH

COAT

TYP AT TRAFFIC

COATING

TERMINATION

TYPICAL COATING HORIZONTAL

TERMINATION11

SCALE: NTS

P29 ALTERNATE NO. 2 - TRAFFIC COATING

DETAIL AT TEE-TEE LONGITUDINAL JOINTS

2" SAWCUT AT

PERIMETER OF REPAIR

AREA, TYP

REMOVAL

LIMIT, TYP EXISTING EXPOSED

REINFORCING, TYP

EXPANSION JOINT REPAIR

NOT TO SCALE

S1.1

DOUBLE TEE STEM REPAIR

SCALE: 3" = 1'-0"

S1.1

∠11 2x11

2x3

1/8

3 12"

2" TYP

3 4"

EXPANSION JOINT OPENING

1" DIA HOLES PUNCHED @

2" OC IN MEMBRANE

COAT BASE OF BLOCKOUT WITH

WABOCRETE TACK COAT PRIMER

(TYPICAL)

WABOCRETE HEADER

(POURED-IN-PLACE)

REPLACE VEHICULAR

TRAFFIC COATING

INSTALL ZURN Z53X, SERIES HEAVY DUTY

DRAIN WITH GALVANIZED CAST IRON BODY

NO-HUB (NH) BOTTOM OUTLET, HEAVY DUTY

DRAIN SUPPORTED FLANGES, HEAVY DUTY

SLOTTED GRATE, AND SEDIMENT BUCKET

RECESS TOP OF DRAIN BELOW

TOP OF CONCRETE SLAB AND

SLOPE NEW CONCRETE TO

PROMOTE DRAINAGE

TRAFFIC COATING

SYSTEM

FINISHED SURFACE

NOTES:

1. ALL DIMENSIONS WITH MANUFACTURER'S REQUIREMENTS.

2. REMOVE SOUND AND UNSOUND CONCRETE AS NEEDED TO

CONSTRUCT BLOCKOUT

3. COST OF CONCRETE REMOVAL AND PLACEMENT INCIDENTAL

TO EXPANSION JOINT REPAIR

4. VEHICULAR TRAFFIC COATING COST INCIDENTAL

STAIR LANDING REPLACEMENT

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

C5x6.7 TO

REMAIN

FACE OF

STAIR WALL

L3x3x1

4 AROUND

PERIMETER

METAL PLATE TO

MATCH EXISTING WITH

CONC INFILL

TYP

11 TYP

TYP

ELASTOMERIC

COATING SYSTEM

STRINGER TO

REMAIN

2"

TO

PP

IN

G

CONCRETE REPAIR NOTES:

1. DETERIORATED CONCRETE

SURFACE DIMENSIONS MAY VARY.

2. REMOVE CONCRETE IN REPAIR

AREA AND PATCH WITH SPECIFIED

REPLACEMENT REPAIR CONCRETE.

3. PATCH LOCATIONS WILL BE FIELD

VERIFIED BY THE ENGINEER PRIOR

TO STARTING DEMOLITION

ACTIVITIES.

4. PROVIDE FINAL PREPARED

SURFACE MEETING ICRI CONCRETE

SURFACE PROFILE, CSP-8, VIA WET

ABRASIVE BLASTING OR

HYDRO-DEMOLITION METHOD.

5. BLAST CLEAN EXPOSED

REINFORCING BARS, SUPPLEMENT

OR REPLACE IF DAMAGED OR IF

SECTION LOSS IS MORE THAN 20%

AS DETERMINED BY THE ENGINEER.

6. COAT PREPARED REINFORCING

BARS WITH SPECIFIED RUST

PRIMER.

7. DAMPENED CONCRETE SURFACE

TO MEET SATURATED SURFACE

DRY, SSD, CONDITION PRIOR TO

REPAIR CONCRETE APPLICATION.

** DO NOT SAWCUT INTO EXISTING

REINFORCING STEEL.

MATCH EXISTING CONCRETE

TOPPING LIMITS AT WASH

TO

PP

IN

G

VA

RI

ES

EXISTING WWF

DETAIL A:

DOUBLE TEE FLANGE

REPAIR AT LONGITUDINAL

JOINTS

NOTE:

SALVAGE LIGHT FIXTURE AND WIRING AND REINSTALL AFTER STAIR LANDING REPLACEMENT

WWF 4x4-W4.0XW4.0, EPOXY COATED

2" C

LR

1'-3" 1'-3"

2" CLR

VIF

VIF

1'-6"

2" CLEAR

TYP

JOINT BETWEEN

DOUBLE TEE

FLANGES

A

M

ID

H

EI

G H

T O

F

FL

AN

G

E

#4 x Z-SHAPED @ 9" OC

EPOXY-COATED, DRILL AND SET

INTO HILTI HIT-HY200 ADHESIVE

6" MIN EMBEDMENT ALL

AROUND PERIMETER OF REPAIR

REPAIR CONCRETE

EXISTING PRESTRESS

STRAND, TYP

4-6" TYP.

RECOAT CONCRETE

REPAIR AREA TO MATCH

EXISTING. EXTEND

COATING 2" MIN INTO

ADJOINING SURFACES

RECOAT CONCRETE

REPAIR AREA TO

MATCH EXISTING.

EXTEND COATING 2"

MIN INTO ADJOINING

SURFACES

AutoCAD SHX Text

ESTCODE