wayne state university student center building

LOCATION MAP

LOADING DOCK

STUDENT CENTER

LIMITED LAY-DOWN AREA.DO NOT BLOCK EXIT DOORSFROM CHATSWORTH TOWER.

STAGING PLANNOTE: DO NOT PLACE HOT-TANKSWITHIN 25 FEET OF ANY BUILDING.

0' 24' 48' 96'APPROXIMATE SCALE

arc

hite

ctu

re

Sheet No.

6765 Daly RoadWest Bloomfield, Michigan 48322-4585

T 248.932.2010F 248.932.3088

[email protected]

DNCE Project No. 6590-00

Project number

Issue Date

Drawn by

Checked by

Seal

Student Center LoadingDock Leak Repairs

Wayne State University5221 Gullen MallDetroit, MI 48202

WSU No. 034-282276

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

Suite 555

400 Galleria Officentre

fax 248.352.1821

[email protected]

phone 248.352.8310

Southfield, Michigan 48034

Issue:

S000

TITLE SHEET

7877-B00

08/01/2016

SRJ

AN

BID DOCUMENTS

WAYNE STATE UNIVERSITYSTUDENT CENTER BUILDINGLOADING DOCK LEAK REPAIRS5221 GULLEN MALL DETROIT, MIWSU No. 034-282276

OWNER WAYNE STATE UNIVERSITY

5454 CASS AVENUEDETROIT, MICHIGAN 48202

STRUCTURAL ENGINEER DESAI NASR CONSULTING ENGINEERS

6765 DALY ROADWEST BLOOMFIELD, MICHIGAN 48322

ARCHITECT NEUMANN/SMITH ARCHITECTURE

400 GALLERIA OFFICENTRE, SUITE 555SOUTHFIELD, MICHIGAN 48034

Sheet ListNumber Sheet Name Issue Date Current Revision Revision Date

S000 TITLE SHEET 08/01/2016 ADDENDUM NO. 2 09.07.2016

S001 GENERAL NOTES 08/01/2016

S002 SPECIAL INSPECTION REQUIREMENTS 08/01/2016

S003 LEVEL 1 COMPOSITE PLAN 08/01/2016

SD101 LEVEL 1 DEMOLITION PLAN 08/01/2016 ADDENDUM NO. 2 09.07.2016

S101 LEVEL 1 LOADING DOCK NEW WORK PLAN 08/01/2016 ADDENDUM NO. 2 09.07.2016

S101-R STRUCTURAL REPAIR PLAN 08/01/2016 ADDENDUM NO. 2 09.07.2016

S201 SECTIONS & DETAILS 08/01/2016 ADDENDUM NO. 2 09.07.2016

S202 REPAIR DETAILS 08/01/2016

REVISIONS

ADDENDUM NO. 2 09.07.2016

4 5 6 7 8 9 10 11 12 13

L

K

H1

G

12c

NEW 4" TOPPING SLAB ON INSULATION,PROTECTION BOARD, DRAINAGE BOARD ANDWATERPROOFING, ON EXISTING STRUCTURALSLAB. REINFORCE W/ EPOXY COATED 6x6W1.4xW1.4 W.W.F. PLACED @ MID DEPTH.MATCH SLOPE OF EXISTING SLAB. PREPEXISTING SLAB TO RECEIVE WATERPROOFINGPER MANUFACTURER'S INSTRUCTIONS.

E1

S201

E3

S201

E8

S201

C6

S201 SL

OP

E D

N.

C4

S201

NEW CONCRETESTAIRS.

H3

S201

INFILL W/ 6" SLAB ON GRADE W/6x6 W2.9xW2.9 W.W.F. PLACED@ MID DEPTH ON MIN. 4"COMPACTED GRANULAR FILL

C8

S201

TYP.

H9

S201

PROVIDE CONTROL JOINTS INTOPPING SLAB ALONG EACH BEAMLINE AND @ 15'-0" O.C. MAXIMUMSPACING THROUGHOUT.

23

'-6

"2

2'-6

"2

2'-6

"

15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 14'-6" 1'-0" 14'-6"

NEW GALV. GUARD-RAIL PER SPEC

NEW GALV. HAND-RAIL PER SPEC

0' 4' 8' 16' 32'

EXISTING GENERATORON STEEL PLATFORM.

EXISTING ELECTRICALMANHOLE.

EXISTING WATER, STEAM, AND/ OR SANITARY LINES. VERIFYALL EXISTING UTILITIES INFIELD PRIOR TO DEMOLITION

4'-0

"

3'-0"

REMOVE EXISTING PIPE BOLLARDAND ENTRY SLAB (IF PRESENT)AND REPLACE TO MATCH EXISTINGAS NECESSARY TO COMPLETEWORK AS DESCRIBED.

REMOVE EXISTING RAMPSDURING CONSTRUCTION ANDSTORE FOR DURATION OFPROJECT. REPLACE TO MATCHEXISTING ONCE CONCRETEWORK IS COMPLETED.

REMOVE EXISTING PARKING BUMPERSDURING CONSTRUCTION AND STOREFOR DURATION OF PROJECT. REPLACETO MATCH EXIST. ONCE CONCRETEWORK IS COMPLETE.

EXISTING TRASH COMPACTORAND ELECTRICAL CONNECTION.RELOCATE AS NECESSARY TOCOMPLETE CONCRETE WORK.

NOTES

1. VERIFY EXISTING SLAB ELEVATION IN FIELD. MATCH EXISTING SLOPE.

2. THE ORIGINAL FRAMING AND CONCRETE CONFIGURATAION SHOWN IS BASED ONEXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THE LOCATION ANDSIZE OF EXISTING ELEMENTS NEED TO BE FIELD VERIFIED IN ALL AREAS WHERETHE EXISTING STRUCTURE IS MODIFIED OR REPAIRED.

3. FIELD VERIFY ALL EXISTING COLUMN LINES, BEAM CENTER LINES, SLAB EDGES,AND OPENING SIZES AND LOCATIONS.

4. SUBMIT ALL CONSTRUCTION EQUIPMENT LOADS TO ARCH / ENGINEER PRIOR TOUSE ON SUPPORT SLAB AREA.

5. REFERENCE DRAWINGSS001 GENERAL STRUCTURAL NOTESS002 SPECIAL INSPECTION REQUIREMENTS

arc

hite

ctu

re

Sheet No.


T 248.932.2010F 248.932.3088

[email protected]


Project number

Issue Date

Drawn by

Checked by

Seal



WSU No. 034-282276

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

Suite 555


fax 248.352.1821

[email protected]

phone 248.352.8310


Issue:

S101

LEVEL 1 LOADINGDOCK NEW WORK

PLAN

7877-B00

08/01/2016

Author

Checker

BID DOCUMENTS

1/8" = 1'-0"

LEVEL 1 LOADING DOCK NEW WORK PLAN

REVISIONS


4 5 6 7 8 9 10 11 12 13

L

K

H1

G

12c

15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 14'-6" 1'-0" 14'-6"

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX

. 2

4W

F7

6

EX

. 2

4W

F7

6

EX

. 2

4W

F9

4

EX. 8B13EX. 8B13EX. 8B13EX. 8B13EX. 8B13EX. 8B13EX. 8B13EX. 8B13

EX

. 2

4W

F1

10

EX

. 2

4W

F1

10

EX. 16B26 EX. 16B26 EX. 16B26 EX. 16B26 EX. 16B26 EX. 16B26 EX. 16WF50

EX

. 2

4W

F8

4

EX

. 2

4W

F6

8

EX

. 2

4W

F6

8

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX

. 2

4W

F1

20

EX. 16B26

BREAK UP AND REMOVE EXISTING 4"TOPPING SLAB THROUGHOUT SHADEDAREA. REMOVE EXISTING INSULATIONAND WATERPROOFING LAYERS. DO NOTDAMAGE STRUCTURAL SLAB BELOW.

REMOVE EXISTINGCONCRETE STAIRS. DO NOTDAMAGE CONCRETE WALLOR STRUCTURAL SLAB.

BREAK UP AND REMOVE EXISTING 4"TOPPING SLAB AT HIGH SIDE OF LOADINGDOCK THROUGHOUT SHADED AREA.REMOVE EXISTING INSULATION ANDWATERPROOFING LAYERS. DO NOTDAMAGE STRUCTURAL SLAB BELOW.

REMOVE EXISTING EXPANSIONJOINT COVER, IF PRESENT.

23

'-6

"2

2'-6

"2

2'-6

"

SL

OP

E D

N.

DO

NO

T C

UT

OR

DA

MA

GE

SL

AB

AT

NO

RT

H S

IDE

OF

LO

AD

ING

DO

CK

.

SAW-CUT AND REMOVE PORTIONOF SLAB-ON-GRADE BEYONDBASEMENT WALL TO ALLOW NEWWATERPROOFING TO LAP OVERBASEMENT WALL. COORD. W/WATERPROOFING REQUIREMENTS

REMOVED DAMAGEDCONCRETE COVER OVEREXISTING CONCRETE WALL

0' 4' 8' 16' 32'

EXISTING GENERATORON STEEL PLATFORM.

EXISTING ELECTRICALMANHOLE.

EXISTING WATER, STEAM, AND/ OR SANITARY LINES. VERIFYALL EXISTING UTILITIES INFIELD PRIOR TO DEMOLITION

4'-0

"

3'-0"

REMOVE EXISTING PIPE BOLLARDAND ENTRY SLAB (IF PRESENT)AND REPLACE TO MATCH EXISTINGAS NECESSARY TO COMPLETEWORK AS DESCRIBED.

REMOVE EXISTING RAMPSDURING CONSTRUCTION ANDSTORE FOR DURATION OFPROJECT. REPLACE TO MATCHEXISTING ONCE CONCRETEWORK IS COMPLETED.

REMOVE EXISTING PARKING BUMPERSDURING CONSTRUCTION AND STOREFOR DURATION OF PROJECT. REPLACETO MATCH EXIST. ONCE CONCRETEWORK IS COMPLETE.

EXISTING TRASH COMPACTORAND ELECTRICAL CONNECTION.RELOCATE AS NECESSARY TOCOMPLETE CONCRETE WORK.

NOTES:1. CORE TEST OPENING TO DETERMINE ACTUAL THICKNESS OF

TOPPING SLAB PRIOR TO BEGINNING DEMOLITION. DO NOTCORE THROUGH STRUCTURAL SLAB BELOW.

2. PROTECT EXISTING FACADE OF BUILDING AND OTHER AREASNOT INCLUDED IN DEMOLITION.

3. CONTRACTOR SHALL PROVIDE MEANS & METHODS PLANFOR WORK ON SUPPORTED STRUCTURAL SLAB INCLUDINGEQUIPMENT LOADS TO A/E FOR REVIEW PRIOR TOBEGINNING WORK. MEANS AND METHODS TO PERFORMWORK SHALL NOT COMPROMISE EXISTING STRUCTURE.

arc

hite

ctu

re

Sheet No.


T 248.932.2010F 248.932.3088

[email protected]


Project number

Issue Date

Drawn by

Checked by

Seal



WSU No. 034-282276

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

Suite 555


fax 248.352.1821

[email protected]

phone 248.352.8310


Issue:

SD101

LEVEL 1 DEMOLITIONPLAN

7877-B00

08/01/2016

SRJ

AN

BID DOCUMENTS

1/8" = 1'-0"

LEVEL 1 LOADING DOCK DEMOLITION PLAN

REVISIONS


8 9 10 11 12 13

K

H1

G

12c

15'-0" 15'-0" 15'-0" 14'-6" 1'-0" 14'-6"

EX

. 2

4W

F1

20

EX

. 2

4W

F1

10

EX

. 2

4W

F1

20

EX

. 2

4W

F1

10

EX

. 2

4W

F1

20

EX

. 2

4W

F1

10

EX

. 2

4W

F1

20

EX

. 2

4W

F1

10

EX

. 2

4W

F6

8E

X. 2

4W

F7

6

EX

. 2

4W

F6

8E

X. 2

4W

F7

6

EX

. 2

4W

F8

4E

X. 2

4W

F9

4

EX. 8B13 EX. 8B13 EX. 8B13 EX. 8B13 EX. 8B13 EX. 8B13

22

'-6

"2

2'-6

"

G4

S202

G4

S202

G4

S202

G4

S202

G4

S202

EXISTING BASEMENT WALLW/ CONCRETE PIERS ATEACH COLUMN LINE

D2

S202

A A

A

A

A

A A

AA

A

B

D2

S202

OVERHEAD CONCRETEREPAIR, APPROXIMATELY3" MAX. DEPTH.

OVERHEAD CONCRETEREPAIR, APPROXIMATELY1" DEEP

D7

S202

TYP.

PARTIAL DEPTH REPAIR TO INSIDEFACE OF LOADING DOCK WALLALONG SHADED LENGTH.APPROXIMATELY 3" MAX. DEPTH.

B2

S202

EXISTING EXPOSED 10" STRUCTURALSLAB CEILING THROUGHOUT.

EXISTING BEAMS ENCLOSED INPLASTER W/ METAL LATH. TYP.

AREA BELOW LOADING DOCKCONTAINS LARGE NUMBERSOF CONDUITS AND PIPING.REVIEW IN FIELD. INCLUDE$5,000 ALLOWANCE IN BID FORREMOVAL / REPLACEMENT OFDUCTWORK AND CONDUITS.

1

2

3

4

5

6

0' 2' 4' 8' 16'

EXISTING PARTITIONWALLS. V.I.F. TYP.

NOTES:1. PLAN VIEW SHOWS UNDERSIDE OF LEVEL 1 STRUCTURE AS

VIEWED FROM LOWER LEVEL.

2. PROTECT EXISTING FINISHES AND OTHER ELEMENTS NOTINCLUDED IN REPAIR SCOPE, INCLUDING FIRE WATCHDURING WELDING OPERATIONS.

3. SIZE AND LOCATION OF REPAIR ITEMS ARE APPROXIMATE.FIELD VERIFY ALL EXISTING CONDITIONS AND QUANTITIES.

4. IDENTIFY ALL ELECTRICAL CONDUITS, LIGHTING, ANDPLUMBING TO BE DISCONNECTED AND / OR RELOCATED TOALLOW FOR WORK TO BE PERFORMED.

DESIGNATIONS:

ROUTE AND SEAL CRACKS IN UNDERSIDE OF STRUCTURALSLAB. REFER TO DETAIL D6/202

ROUTE AND SEAL CRACKS AT INSIDE FACE OF CONCRETEWALL ABOVE STRUCTURAL SLAB

A

B

1

2

3

4

5

6

PHOTO REFERENCES

SHALLOW SLAB SPALL / CRACKING

TYPICAL SLAB CRACKING

STEEL BEAM CORROSION

MODERATE SLAB SPALL / CRACKING

STEEL BEAM CORROSION (TOP FLANGE)

CONCRETE WALL / SLAB SPALL

arch

itectu

re

Sheet No.


T 248.932.2010F 248.932.3088

[email protected]


Project number

Issue Date

Drawn by

Checked by

Seal



WSU No. 034-282276

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

Suite 555


fax 248.352.1821

[email protected]

phone 248.352.8310


Issue:

S101-R

STRUCTURALREPAIR PLAN

7877-B00

08/01/2016

Author

Checker

BID DOCUMENTS

1/4" = 1'-0"

ENLARGED REPAIR PLAN (LOWER LEVEL REFLECTED CEILING)

REVISIONS


EXISTING 10"STRUCTURAL SLAB

EXIST STEEL BEAM

4" THICK TOPPING SLAB,REF TO PLAN

FILTER FABRIC

2" RIGID INSULATION

DRAINAGE BOARD

PROTECTION BOARD

WATERPROOFING LAYER

COL

LOADING DOCK. VERIFYELEVATION IN FIELD. PREP SLAB TO RECEIVE

WATERPROOFING PERMANUF. INSTRUCTIONS

8

LOADING DOCK. VERIFYELEVATION IN FIELD.

/C8 S201REFER TOFOR REMAINDER OF NEWSLAB / WATERPROOFING /INSULATION SYSTEM INFO.

6"LAP NEW WATERPROOFINGLAYER OVER EXIST.

MASTIC / LIQUID MEMBRANETERMINATION

EXISTING 10" STRUCTURAL SLAB

EXIST STEEL BEAM, V.I.F.

12 12c

JOINT, V.I.F.2" EXIST.

S201

C1

EXIST. 10" STRUCTURALSLAB

EXIST. STEEL BEAMS

/C8 S201REFER TOFOR REMAINDER OF NEWSLAB / WATERPROOFING /INSULATION SYSTEM INFO.PROVIDE EXPANSION JOINTCOVER AT TOPPING SLABPER SPECS

WATERPROOFING LAYER

DRAINAGE BOARD

NEOPRENE FLASHING(2 LAYERS)

MASTIC / LIQUIDMEMBRANE

BENT SHEET METAL /ALUMINUM PROTECTION

PROTECTION BOARD

JOINT. V.I.F.2" EXIST.

FOAM ROD

6"3"

/C8 S201REFER TOFOR REMAINDER OF NEWWATERPROOFING / INSULATION SYSTEMINFO. PROVIDE EXPANSION JOINT COVERAT TOPPING SLAB PER SPECS

NEW SLAB EXIST. SLAB

1

1

COMPACTEDGRANULAR FILL.

2-#4 CONT. EPOXYCOATED.

SL

AB

(V

.I.F

.)E

XIS

T.

4" 4"

4"

. . . ...

FOR NEW FINISHREFER TOARCHITECTURALDRAWING

SEE NOTES ON PLANFOR TYP. NEW SLABCONSTRUCTION

REFER TO PLANFOR SLAB THICKNESS

T/4 OR 3/4" MIN.

REFER TO PLANFOR SLAB THICKNESS

REFER TO PLANFOR COVER

.

T

REFER TO SPECIFICATIONSFOR JOINT FILLER MATERIAL

FOR FINISH AND REQUIREDSURFACE TREATMENT REFER TOARCHITECTURAL DRAWINGSAND SPECIFICATIONS

CUT ALTERNATE STRANDS OFW.W.F. AT JOINT. REFER TOPLAN FOR REINFORCEMENT

1/8".

K

EXIST. BASEMENT WALL.

EXIST. CONCRETE PIERBEYOND

EXIST. STEEL BEAM BEYOND.

EXIST. 10" STRUCTURAL SLAB.

1'-0

"

WRAP WATERPROOFING LAYEROVER EXTERIOR SIDE OFBASEMENT WALL. PROVIDE 6" MIN.LAP W/ EXIST WATERPROOFING.

1/2" PREMOLDED JOINT.

(2) #4 CONT. EPOXY COATEDBARS

8"

1

1

SLAB ON GRADEINFILL. REF TO PLAN

/C8 S201REFER TOFOR REMAINDER OF NEWSLAB / WATERPROOFING /INSULATION SYSTEM INFO.

G

EXIST. STEEL BEAM BEYOND.

EXIST. 8" STRUCTURAL SLAB.

/C8 S201REFER TOFOR REMAINDER OF NEW SLAB /WATERPROOFING / INSULATIONSYSTEM INFO. TYP.

EXIST. 8" CONCRETEWALL. V.I.F.

EXIST. 10" STRUCTURAL SLAB. V.I.F.

4" CONCRETE COVER WALL. REINF.W/ #4 EPOXY COATED BARS @ 8"O.C. EA. WAY.

2" RIGID INSULATION ON DRAINAGEBOARD ON PROTECTION BOARD ONWATERPROOFING ADHERED TOSTRUCTURAL WALL BEHIND.

#4 EPOXY COATED DOWELS@ 1'-0" O.C.


(1) #4 CONT. EPOXY COATED NOSINGBAR

REMOVE BOTTOM COURSES OF BRICKFACADE. WRAP WATERPROOFING LAYER 1'-0"MIN. UP THE FACE OF CMU BEHIND. ANCHORTO CMU W/ 3/8" DIAMETER TAPCON SCREWSW/ NEOPRENE WASHERS. REPLACE BRICK TOMATCH EXISTING.

1/2" PREMOLDED JOINT.

CONCRETE WASH

EXIST. BRICK ON CMU EXTERIOR WALL

EXIST. STEEL BEAM

EXIST. STEEL COLUMNBEYOND

V.I.F

.

PROVIDE WEEP HOLES TO MATCH EXISTING.

#5 @ 8" O.C. EPOXY COATEDBOTTOM BARS EA. WAY

#4 EA. WAY EPOXY COATEDNOSING BARS TYPICAL

#3 EPOXY COATED HOOKEDBARS @ 8" O.C. TYP.

#4 EA. WAY EPOXYCOATED DOWELS TOSLAB @ 8" O.C.

#4 EPOXY COATED DOWELSTO SLAB AND WALL @ 8" O.C.

6" THICK STAIR SUPPORT WALL W/ #5EPOXY COATED BARS @ 8" O.C. EA. WAY.

#4 EPOXY COATED DOWELS @ 8" O.C.

EXIST. CONCRETESTRUCTURAL SLAB

EXIST. CONCRETE WALL

EXIST. CONCRETESTRUCTURAL SLAB.

/E3 S201REFER TOFOR REMAINDER OF LOADINGDOCK INFORMATION.

V.I.F

.

EXIST.

MATCH

1 1/4" GALVANIZED STEELPIPE HAND-RAIL PER SPEC SET HAND-RAIL POSTS IN SLEEVES

IN TOPPING SLAB ONLY, GROUT INPLACE. DO NOT DAMAGEWATERPROOFING.

1'-0"

1'-0"

3'-

6"

TY

P.

21

" T

YP

.

V.I.F. MAINTAIN ACCESSTO STAIR

13

6"

EXIST. 8" STRUCTURALSLAB.

/C8 S201REFER TO FOR REMAINDER OF NEW SLAB /WATERPROOFING / INSULATIONSYSTEM INFO. TYP.

EXIST. 8" CONCRETEWALL.

EXIST. 10" STRUCTURALSLAB.

4" CONCRETE COVER WALL. REINF. W/ #4EPOXY COATED BARS @ 8" O.C. EA. WAY.

2" RIGID INSULATION ON DRAINAGE BOARD ONPROTECTION BOARD ON WATERPROOFINGADHERED TO STRUCTURAL WALL BEHIND.


#4 EPOXY COATED DOWELS @ 1'-0" O.C.DRILL AND ADHESIVE DOWEL TO EXIST.

(2) #4 CONT. EPOXY COATED BARS

CONCRETE WASH

EXIST. STEEL BEAM

VOLCLAY WATERSTOP ORAPPROVED EQUAL

WRAP WATERPROOFING LAYER UP THE FACE OFEXIST WALL. ANCHOR TO CMU W/ 3/8" DIAMETERTAPCON SCREWS W/ NEOPRENE WASHERS.

V.I.F

.

arc

hite

ctu

re

Sheet No.


T 248.932.2010F 248.932.3088

[email protected]


Project number

Issue Date

Drawn by

Checked by

Seal



WSU No. 034-282276

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

Suite 555


fax 248.352.1821

[email protected]

phone 248.352.8310


Issue:

S201

SECTIONS & DETAILS

7877-B00

08/01/2016

SRJ

AN

BID DOCUMENTS

1" = 1'-0"S201

C8 TYPICAL TOPPING SLAB 1" = 1'-0"S201

C6 TRANSITION AT NEW / EXIST. TOPPING SLAB 1" = 1'-0"S201

C4 SECTION @ EXPANSION JOINT 3" = 1'-0"S201

C1 EXPANSION JOINT DETAILS

3/4" = 1'-0"S201

H9 TRANSITION @ NEW/EXIST. SLAB 3/4" = 1'-0"S201

H7 TYP - SLAB CONTROL JOINT

3/4" = 1'-0"S201

E1 SECTION @ BASEMENT WALL 3/4" = 1'-0"S201

E3 SECTION @ LOADING DOCK 3/4" = 1'-0"S201

E8 SECTION @ EXTERIOR STAIR

3/4" = 1'-0"S201

H3 SECTION ALONG LINE 13

REVISIONS


wayne state university student center building

Documents