WAYNE STATE UNIVERSITY PRENTIS BUILDING FACADE REPAIRS · 2018. 4. 27. · wh wall hung wp work...

PROJECT TEAM

WAYNE STATE UNIVERSITYFACILITIES PLANNING AND MANAGEMENTDESIGN AND CONSTRUCTION SERVICES5454 CASS AVE.DETROIT, MI 48202

OWNER:DESAI/NASR CONSULTING ENGINEERS6765 DALY ROADWEST BLOOMFIELD, MI 48322P: (248) 932-2010F: (248) 932-3088

STRUCTURAL:QUINN EVANS / ARCHITECTS4219 WOODWARD AVE SUITE 301DETROIT, MI 48201P: (734) 663-5888F: (734) 663-5044www.quinnevans.com

ARCHITECT:

G-000 TITLE SHEETG-001 INDEX/ ABBREVIATIONS /SYMBOLS /GENERAL NOTESG-002 SITE, STAGING, & LOGISTICS PLAN

A-101 SECOND FLOOR PLAN & ROOM FINISH SCHEDULEA-102 THIRD FLOOR PLAN & ROOM FINISH SCHEDULEA-201 EAST AND WEST ELEVATIONSA-202 NORTH AND SOUTH ELEVATIONSA-301 TYPICAL PANEL PLANS, ELEVATIONS & SECTIONS

S-100 SECTIONS AND DETAILS

WWW.QUINNEVANS.COM

71 GARFIELD SUITE 160-BDETROIT, MI 48201

v 313 887 9560f 734 663 5044

WAYNE STATE UNIVERSITY

Facilities Planning & Management / Design & Construction Services

WSU PN: 022 255015QEA PN: 31408200

BID DOCUMENTS04/13/2018

PRENTIS BUILDING FACADE REPAIRS

INDEX OF DRAWINGS

SITE LOCATION MAP

PREL

IM. C

D S

ET09

/11/

15

FIN

AL

CD

SET

11/0

6/15

BID

SET

12/0

4/20

15

PREVIOUS ISSUECURRENT ISSUEPOTENTIAL FUTURE ISSUE

PS-6

017

022

007

016

023

025026

028

CAS

S

NOT TO SCALE

PLANNORTH

THE MEYER AND ANNAPRENTIS BUILDING (PREN)5201 CASS AVENUEDETROIT, MI 48202

1i

ROOM NUMBERFINISH TYPE

DOOR NUMBER

WALL TYPES

WINDOW NUMBER

EXISTING WALL TO REMAIN

CONCRETECONTINUOUSWOOD BLOCKING

STEEL (LARGE SCALE)

GWB / PLASTER

RIGID INSULATION

CARPET

PLYWOODDISCONTINUOUSWOOD BLOCKING

ELEMENTS TO BE REMOVED

MATERIAL DESIGNATIONS & SYMBOLS

DETAIL / PLAN BLDG SECTION CUT

WORK POINT

NEW ELEVATION

EXISTING ELEVATION

DRAWING REFERENCE

SHEET REFERENCE

DRAWING REFERENCE

SHEET REFERENCE

ELEVATION DETAIL CUT

DRAWING REFERENCE

SHEET REFERENCE

DRAWING REFERENCE

SHEET REFERENCE

CMU

A1011

SIM

A1011

SIM

A1011

SIM

Room name101

EXTENT OF WORK

1t

101

1. THE PRENTIS BUILDING IS A BUILDING OF NATIONAL HISTORICSIGNIFICANCE AND IS LISTED ON THE NATIONAL REGISTER OFHISTORIC PLACES. TREAT THE BUILDING RESPECTFULLY ANDEXISTING MATERIALS TO REMAIN AS IRREPLACEABLE. DO NOTREMOVE, ALTER, OR DISFIGURE ANY EXISTING MATERIALS,ELEMENTS, OR FINISHES UNLESS INDICATED ON DRAWINGS,SPECIFICATIONS, OR DIRECTED BY ARCHITECT.

2. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONALDURING CONSTRUCTION AND IS LOCATED WITHIN AN OCCUPIEDEDUCATIONAL CAMPUS. CONTRACTOR IS REPONSIBLE FORPROVIDING TEMPORARY PROTECTION AND MAINTAINING SAFETYDURING CONSTRUCTION ACTIVITIES, IN ORDER TO PROTECT THESURROUNDING PEDESTRIAN AND OCCUPIED SPACES.

3. THE EXISTING BUILDING ENVELOPE MUST BE MAINTAINED IN AWEATHER TIGHT CONDITION AT ALL TIMES. IF TEMPORARYOPENINGS ARE REQUIRED TO COMPLETE THE WORK, THECONTRACTOR MUST NOTIFY AND OBTAIN APPROVAL FROMTHE OWNER PRIOR TO COMMENCING WITH THE WORK.

4. NEW CONSTRUCTION SHALL PROCEED WITH CARE SO AS NOT TODAMAGE EXISTING FINISHES TO REMAIN. CONTRACTOR SHALLPATCH, REPAIR, AND/OR REPLACE ALL SURFACES AND FINISHESAS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AND/ORMATCH EXISTING.

5. OBTAIN APPROVAL FROM WAYNE STATE UNIVERSITY FIREMARSHALL FOR LOCATIONS TO STAGE AND STORE MATERIALS,INCLUDING COMBUSTIBLE AND FLAMMABLE MATERIALS, ANDFIRE EXTINGUISHING EQUIPMENT. ALL MICHIGAN OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION REGULATIONS MUST BEFOLLOWED REGARDING FIRE SAFETY PROCEDURES.

6. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ONLIMITED FIELD INVESTIGATION AND HISTORIC DRAWINGS. THECONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ANDDIMENSIONS IN THE FIELD. *NOTIFY ARCHITECT AND OWNER IFEXISTING MATERIALS DESIGNATED TO REMAIN ARE DETERMINEDIN THE FIELD TO BE DETERIORATED TO THE POINT OF IMMINENTFAILURE, PRIOR TO PROCEEDING WITH WORK.

7. COMPLY WITH ALL WAYNE STATE UNIVERSITY STANDARDS SUCH ASOFFICE RISK MANAGEMENT; DESIGN & CONSTRUCTION SERVICES;CIT; & PUBLIC SAFETY STANDARDS.

8. DO NOT SCALE DRAWINGS. DO NOT SEPERATE DRAWINGS.

9. ALL WORK NOTES REFER TO NEW WORK AND MATERIALS (TO BEPROVIDED), UNLESS DESIGNATED AS EXISTING TO REMAIN.

10. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ANDACCOMMODATING ALL ONG-LEAD TIMES FOR MATERIALS ANDEQUIPMENT WITHIN THE APPROVED CONSTRUCTION SCHEDULE.

11. GENERAL NOTES APPLY TO ALL DRAWINGS.

12. DRAWING NOTATIONS INCLUDE USE OF COLOR. ALL PRINTS ANDREPRODUCTIONS OF DRAWINGS MUST BE IN COLOR.

ALT. #1: CLEAN EXTERIOR STONE VENEER AROUND THE FIRST FLOOR

1. BASE BID: CLEAN THE EXTERIOR PRECAST CONCRETE FACADE OFTHE SECOND AND THIRD STORIES PER THE CONTRACTDOCUMENTS. LEAVE THE STONE VENEER FACADE OF THE FIRSTSTORY AS-IS.

2. ALTERNATE: CLEAN THE HISTORIC STONE VENEER FACADEAROUND THE FIRST FLOOR, IN ACCORDANCE WITH SPECIFICATIONSECTIONS 040310 "HISTORIC MASONRY CLEANING."

ALT. #2: SEALING OF PRECAST CONCRETE FACADE

1. BASE BID: PERFORM PRECAST CONCRETE REPAIRS AND CLEANINGAS INDICATED ON THE DRAWINGS AND SPECIFICATION SECTION030140 "MAINTENANCE OF PRECAST CONCRETE", OMITTING ANYSEALING WORK.

2. ALTERNATE: FOLLOWING PATCH REPAIR, CRACK REPAIR, ANDCLEANING WORK TO PRECAST CONCRETE, APPLY A BREATHABLE,PENETRATING SEALER TO ALL EXTERIOR PRECAST CONCRETESURFACES AROUND THE SECOND AND THIRD STORIES OF THEBUILDING, IN ACCORDANCE WITH SEALING ARTICLES IN SECTION030140 "MAINTENANCE OF PRECAST CONCRETE."

ALT. # 3: INTERIOR VENEER PLASTER PATCH REPAIRS AND RE-PAINTING

1. BASE BID: PATCH REPAIR PRECAST CONCRETE DAMAGE ON THEINTERIOR AS INDICATED ON THE FLOOR PLANS.

2. ALTERNATE: REMOVE WATER-DAMAGED PAINT AND VENEERPLASTER ON THE INTERIOR FACE OF ALL EXTERIOR PRECASTCONCRETE WALL PANELS AND SELCT SIDDE WALLS, PATCH REPAIRTHE VENEER PLASTER, AND REPAINT ENTIRE FACES OF ALLEXTERIOR WALLS. REMOVE AND REPLACE ALL SEALANT ANDBACKING MATERIAL FOR ALL INTERIOR FACING JOINTS BETWEENTHE PRECAST PANELS AND WHERE PERPENDICULAR INTERIORWALLS INTERSECT THE EXTERIOR PANELS. ALL WORK IS TO BE ASDEFINED ON DRAWINGS A-101 'SECOND FLOOR PLAN & ROOMFINISH SCHEDULE' AND A-102 'THIRD FLOOR & ROOM FINISHSCHEDULE', AS WELL AS THE REQUIREMENTS OF SECTIONS090120 "MAINTENANCE OF PLASTER" AND 099123 "INTERIORPAINTING."

ALT. #4: ACCELERATED CONSTRUCTION SCHEDULE

1. BASE BID: PERFORM ALL WORK IDENTIFIED BY THE CONTRACTDOCUMENTS, INCLUDING WORK OF ANY ACCEPTED ALTERNATES.DECLARE ON BID FORM OF BASE BID ACCOUNTS FOR COMPLETIONOF ALL WORK WITHIN THE CONSTRUCTION DATES IDENTIFIED INTHE GENERAL REQUIREMENTS.

2. ALTERNATE: IF BSE BID DOES NOT ACCOUNT FOR COMPLETION OFALL WORK WITHIN THE CONSTRUCTION DATES IDENTIFIED IN THEGENERAL REQUIREMENTS, PROVIDE COST TO ACCOMODATE THATOWNER'S SCHEDULE.

MATL MATERIAL(S)MAX MAXIMUMMECH MECHANICALMED MEDIUMMEMB MEMBRANEMFR MANUFACTURE(R)MIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTG MOUNTINGMTL METAL

N NORTHNAT NATURALNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OVERHEADOPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HAND

PAR PARALLELPART PARTITIONPC PRECASTPERF PERFORATE(D)PL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLWD PLYWOODPNL PANEL(ED)PR PAIRPREP PREPARE (SURFACE)PROV PROVIDEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPTD PAINT(ED)PVMT PAVEMENT

QTY QUANTITY

R RADIUS, RISERRB RUBBER BASEREF REFERENCEREINF REINFORCEDREQD / REQ'D REQUIREDRESIL RESILIENTRET RETAININGREV REVISION(S) / REVISE(D)RFG ROOFINGRH RIGHT HANDRL RAIN LEADERRM ROOMRO ROUGH OPENING

S SOUTH, SEALSC SOLID CORESCHED SCHEDULESECT SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSLL SOUND / LIGHT LOCKSPEC(S) SPECIFICATION(S)SQ SQUARESS STAINLESS STEELST STAINLESSSTD STANDARDSTL STEELSTN STAINSTO STORAGESTRUC STRUCTURALSUSP SUSPENDEDSYM SYMMETRICALSYS SYSTEM

T TREADT&G TONGUE AND GROOVET.O. TOP OFTECH TECHNOLOGYTEL TELEPHONETEMP TEMPEREDTHK THICK(NESS)THRESH THRESHOLDTOC TOP OF CURBTOL TOLERANCETOM TOP OF MASONRYTOS TOP OF STEELTOW TOP OF WALLTRANS TRANSPARENTTV TELEVISIONTYP TYPICAL

UL UNDERWRITER'S LABORATORYUNFIN UNFINISHEDUON UNLESS OTHERWISE NOTED

VAR VARIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVU VENTILATION UNITVWC VINYL WALLCOVERING

W WIDE, WESTW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDW WINDOWWH WALL HUNGWP WORK POINTWT WEIGHTWWF WELDED WIRE FABRIC

# NUMBER& AND+ EXIST (OR APPROX) DIM - VIF@ ATC CENTER LINEL ANGLE

A/C AIR CONDITIONINGABT ABOUTACCESS ACCESSIBLEACOUS ACOUSTICACP ACOUSTICAL CEILING PANELAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATELYARCH ARCHITECT(URAL, URE)ASPH ASPHALT(IC)ASSOC ASSOCIATEDAUTO AUTOMATICAWP ACOUSTICAL WALL PANEL

BD BOARDBIT BITUMINOUS, BITUMENBLDG BUILDINGBLKG BLOCKINGBM BEAMBTM BOTTOMBTWN BETWEEN

CAB CABINETCEM CEMENTCJ CONTROL JOINTCLG CEILINGCLO CLOSETCLR CLEAR(ANCE)CMU CONCRETE MASONRY UNITCO CONTRACTING OFFICERCOL COLUMNCOM COMMUNICATIONSCONC CONCRETECOND CONDITIONCONFIG CONFIGURATIONCONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECORR CORRIDORCPT CARPET(ED)CT CERAMIC TILECTR CENTER

D DEEPDEG DEGREEDF DRINKING FOUNTAINDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDIV DIVISIONDN DOWNDR DOORDTL DETAILDWG(S) DRAWING(S)

E EASTE-P EPOXY PAINTEA EACHEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATION (TOPO)ELEV ELEVATION (ARCH)EMER EMERGENCYENCL ENCLOS(E,URE)EQ EQUALEQUIP EQUIPMENTEST ESTIMATE(D)EXH EXHAUSTEXIST EXISTINGEXP EXPOSED, EXPANSIONEXT EXTERIOR

FA FIRE ALARMFAS FASTEN(ER)FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FACEFGL FIBERGLASSFHC FIRE HOSE CABINETFIN(S) FINISH(ES)FIXT FIXTUREFL FLOOR(ING)FLAM FLAMMABLEFLUOR FLUORESCENTFOC FACE OF CONCRETEFOS FACE OF STUDSFP FIREPROOF(ING)FR FRAME(D,ING)FT FEETFTG FOOTINGFUR FURR(ED,ING)

GA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACT(OR)GL GLASS, GLAZINGGOVT GOVERNMENTGT GROUTGWB GYPSUM WALLBOARD

H HIGHHC HOLLOW COREHDR HEADERHDWD HARDWOODHDWR HARDWAREHGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHVAC HEATING, VENTILATION & AIR

CONDITIONING

ID INSIDE DIAMETERIN INCH(ES)INCAN INCANDESCENTINCL INCLUDE(D,ING)INSUL INSULATION, INSULATEDINT INTERIOR

JAN JANITORJT(S) JOINT(S)

KIT KITCHEN

LAM LAMINATE(D)LAV LAVATORYLBL LABELLF LINEAR FEETLH LEFT HANDLL LIVE LOADLP LOW POINTLTG LIGHTINGLTL LINTEL

MAS MASONRY

ABBREVIATIONS

NO. DESCRIPTION DATE

A

B

C

D

E

F

G

H

J

K

L

M

WWW.QUINNEVANS.COM

1 2 3 4 5 6 7 8 9 10 11 12 13

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13

4219 WOODWARD AVE, SUITE 301DETROIT, MI 48201

Facilities Planning & ManagementDesign & Construction Services

5454 Cass Ave. Detroit, MI48202

Building #022

4/11

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G-001

INDEX/ABBREVIATIONS

/SYMBOLS/GENERAL

NOTES

PRENTISBUILDINGFACADEREPAIRS

5201 Cass AvenueDetroit, MI 48202

QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

GENERAL NOTES

LIST OF ALTERNATES:

A-201

J1

A-202

A-201

C1

C1A-202G1A-202A6 A-202 G6

HELEN DeROY HALL

STATE HALL

RAND'S HOUSE

PRENTIS BUILDING PRENTIS BUILDING

CASS AVENUE

A-301D5

PURDY KRESGELIBRARY

11' - 0" +/-

9' -

8" +

/-

9' -

8" +

/-

50' - 0" +/- 40' - 0" +/- 90' - 0"

11' - 0"

42' -

0" +

/-

14' - 6" +/-

14' - 6" +/-

POTENTIAL CONTRACTOR STAGING,LAYOUT, AND DUMPSTER AREAS.PROVIDE FENCING & LOCKED GATES.* PROTECT ADJACENT EXIST.TREES TOREMAIN

SECOND AND THIRD STORYBLDG. EDGE ABOVE (SHOWNDASHED)

EXIST. CURB CUT @ PAVING MAYBE USED FOR CONSTRUCTIONDELIVERIES, STAGING, ANDEQUIPMENT ACCESS. DO NOTPERMANENTLY BLOCK THEACCESS POINT.

EXIST. CURB CUT @ PAVING MAYBE USED FOR CONSTRUCTIONDELIVERY, STAGING, ANDEQUIPMENT ACCESS. DO NOTPERMANENTLY BLOCK THEACCESS POINT.

WIL

LIAM

S M

ALL

TERRACE

POOL POOL

CROSSWALK

/ A1

/ G1

J1//A1

TYP. @ ALLCOLUMNS

EXTENT OF BASEMENT BELOW GRADE.ALL CONSTRUCTION LOADS INTRODUCED TO THESUPPORTED SLAB OVER THE BASEMENT MUST BEDISTRIBUTED TO 100 LBS. PER SQUARE FEET,MAXIMUM. ALL APPLIED OR DYNAMIC LOADS SHALL BEDISTRIBUTED USING (3) SHEETS OF 3/4" PLYWOODPANELS, WITH STAGGERED JOINTS. NO LOADING CANEXCEED THESE LIMITS. ALL MATERIAL, EQUIPMENT,AND VEHICLE STORAGE MUST BE BEYOND THEEXTENTS OF THE BASEMENT OVER SOLID GRADE.* NOTE: BASEMENT IS A FILLED / OCCUPIED SPACEAND CANNOT BE SHORED

INGRESS/EGRESS ACCESS TO BE MAINTAINEDAT ALL TIMES

EXISTING SITE TREE TO REMAIN- NOT TO SCALE

EXISTING LAWN OR VEGETATION TO REMAIN

AREA OF SITE IMPACTED BY MIDTOWN LOOP SITEIMPROVEMENT PROJECT ALONG CASS AVENUE, UNDERSEPARATE CONTRACT. CONSTRUCTION IS ANTICIPATEDTO BE SCHEDULED CONCURRENT WITH THIS PROJECT.CONTRACTOR IS TO COORDINATE STAGING AND ACCESSWITH THEIR ON-SITE SUPERVISORS TO AVOID CONFLICTSAND DELAYS.

GENERAL NOTES


2. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONALDURING CONSTRUCTION AND IS LOCATED WITHIN ANOCCUPIED EDUCATIONAL CAMPUS. CONTRACTOR IS REPONSIBLEFOR PROVIDING TEMPORARY PROTECTION AND MAINTAININGSAFETY DURING CONSTRUCTION ACTIVITIES, IN ORDER TOPROTECT THE SURROUNDING PEDESTRIAN AND OCCUPIEDSPACES.

3. THE EXISTING BUILDING ENVELOPE MUST BE MAINTAINED IN AWEATHER TIGHT CONDITION AT ALL TIMES. IF TEMPORARYOPENINGS ARE REQUIRED TO COMPLETE THE WORK, THECONTRACTOR MUST NOTIFY AND OBTAIN APPROVAL FROM THEOWNER PRIOR TO COMMENCING WITH THE WORK.

4. OBTAIN APPROVAL FROM WAYNE STATE UNIVERSITY FIREMARSHALL FOR LOCATIONS TO STAGE AND STORE MATERIALS,INCLUDING COMBUSTIBLE AND FLAMMABLE MATERIALS, ANDFIRE EXTINGUISHING EQUIPMENT. ALL MICHIGAN OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION REGULATIONS MUST BEFOLLOWED REGARDING FIRE SAFETY PROCEDURES.



A

B

C

D

E

F

G

H

J

K

L

M

WWW.QUINNEVANS.COM

1 2 3 4 5 6 7 8 9 10 11 12 13

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13




Building #022

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G-002

SITE,STAGING, &LOGISTICS

PLAN



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/16" = 1'-0"A-201A1 SITE PLAN

SITE & STAGING NOTES:

1. THIS DRAWING IS PROVIDED AS AN OVERVIEW OF SITE STAGINGREQUIREMENTS, TO ASSIST THE CONTRACTOR INUNDERSTANDING SITE ACCESS AND CONSTRAINTS AND WITHPREPARATION OF THE WORK PLAN FOR CONSTRUCTION OF THEPROJECT. THE INFORMATION ON THIS DRAWING DOES NOTRELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY FORTHE SAFETY AND SECURITY OF THE JOBSITE, MEANS ANDMETHODS OF CONSTRUCTION, SCHEDULING AND SEQUENCINGOF THE WORK, PROTECTION OF THE GENERAL PUBLIC, ORPREPARATION OF A COMPREHENSIVE WORK PLAN FOR THEPROJECT.

2. MAINTAIN REQUIRED MEANS OF EGRESS AND ACCESSIBLEBARRIER-FREE ROUTES TO FROM, AND AROUND BUILDINGTHROUGHOUT THE ENTIRE DURATION OF CONSTRUCTION. DONOT BLOCK OR REMOVE FROM SERVICE ANY BUILDINGENTRANCE, PUBLIC ROUTE, OR MEANS OF EGRESS UNLESS ANALTERNATE ROUTE IS APPROVED AS PART OF THECONTRACTOR'S GENERAL WORK PLAN. SCHEDULE ANDSEQUENCE THE WORK SO AS TO MINIMIZE THE IMPACT OFCONSTRUCTION ON PUBLIC ROUTES. PROVIDE HARDBARRICADES OR OTHER TEMPORARY PROTECTION ASNECESSARY TO PROTECT BUILDING ENTRANCES / EXITS ANDPUBLIC ROUTES. OBTAIN APPROVAL FROM WAYNE STATEUNIVERSITY FIRE MARSHAL FOR PROPOSED SECURITY ANDBARRICADING MEASURES / LAYOUTS.

3. CONTRACTOR ACCESS TO THE BUILDING INTERIOR ISPROHIBITED, EXCEPT TO PERFORM ANY SPECIFIC, IDENTIFIEDINTERIOR SCOPE OF WORK. CONTRACTOR IS TO COORDINATEAND OBTAIN APPROVAL OF THE SCHEDULING OF ANY INTERIORWORK WITH THE OWNER PRIOR TO COMMENCEMENT OF THEPROJECT.

4. PROVIDE TEMPORARY PROTECTION OF EXISTING LANDSCAPEFEATURES. RESTORE EXISTING SITE AND LANDSCAPEFEATURES AND BUILDING ELEMENTS DAMAGED BYCONSTRUCTION OPERATIONS AND MATERIALS.

5. PROVIDE TEMPORARY PROTECTION OF EXISTING FINISHESALONG THE ACCESS ROUTE TO AND FROM THE AREA OF WORK.RESTORE ALL LAWN AREAS, SURFACES AND BUILDINGELEMENTS DAMAGED DURING CONSTRUCTION.

6. COORDINATE LOCATION FOR APPROVED CONTRACTOR PARKINGWITH THE OWNER, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.

7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWNACCESS TO PERFORM THE WORK TO THE EXTERIOR OF THEUPPER FLOORS OF THE BUILDING. CONTRACTOR MUST SUBMIT

A WRITTEN ACCESS PLAN, INCLUDING LIFT SPECIFICATIONS AND /OR SCAFFOLDING PLANS FOR REVIEW AND APPROVAL, PRIORTO COMMENCEMENT OF CONSTRUCTION, WITH COMPLETEINFORMATION AND CALCULATIONS SHOWING COMPLIANCEWITH THE LOADING LIMITATIONS OUTLINED IN THE LEGENDBELOW. ANY SYSTEMS PROPOSED USING ALTERNATE LOADINGCOMPLIANCE MUST INCLUDE CALCULATIONS PREPARED BY APROFESSIONAL ENGINEER, LICENSED IN THE STATE OFMICHIGAN.

8. THE CONTRACTOR SHALL CLEAN ALL WORK AREAS AT THE ENDOF EACH WORK DAY.

9. PROVIDE TEMPORARY RESTROOM FACILITIES FORCONSTRUCTION PERSONEL. USE OF UNIVERSITY FACILITIES ISPROHIBITED.

10. FLAMMABLE STORAGE MUST BE LOCATED A MINIMUM OF 25'-0"FROM THE EDGE OF ANY BUILDING.

8'16' 0 16'

1/16" = 1'-0" SCALE OF FEET

PLANN

OR

TH

SITE LEGEND

ARCADE

ARC

ADE

LOGGIAPASSAGE

ARCADE

ARC

ADE

*REFER TO LEGEND FOR LOADINGLIMITS OVER BASEMENT BELOW*

CONFERENCE

MECH

MEN WOMEN

MECHSHAFT

JAN

CONFERENCE

MECH

DNUP

UP

DN

224226.7

226.6

226.5

226

226.8226.42

226.41

226.4 226.3226.2

226.1

219.1

219

219.3219.2

223

222

220218 216 214 212 210 208 206 204

202

202.1

200

200.2 200.1

201204.1206.1

209.11

209.1

209.2

209

209.4

209.3

208.1210.1212.1214.1

217.1

216.1218.1

217.2

217

217.4 217.3

211

ELEV275

A-201

J1

A-202J1A-202 A1

A-201

A1

D1A-301

TYP.

C1

(HEAD & SILL)

(HEAD & SILL)

(HEAD ONLY)

211.1 211.4219.4

62' -

0" +

/-

202' - 0"

D1A-301

TYP.

A-301A1

A-301A1

200

C1

1. REPLACEMENT OF WOOD TRIM AT THE EDGE OF THE CEILING WILL REQUIRE TEMPORARY REMOVAL,STORAGE, AND REINSTALLATION OF VERTICAL BLINDS.

2. REPLACE (2) STAINED ACOUSTICAL CEILING TILES TO MATCH EXISTING, ALONG THE EXTERIOR WALL. SPOTPREP & REPAINT RUST-STAINED AREAS ON THE EXISTING LAY-IN CEILING TILE GRID MEMBERS, ALONG THEEXTERIOR WALLS.

REMARKS:

1. ALL WORK NOTED IN THE ROOM FINISH REPAIR SCHEDULE IS TO BE CONSIDERED PART OF BID ALT. #3. REFER ALSO TO THE SCOPE OFWORK NOTES & LEGEND FOR FURTHER DESCRIPTION OF THE WORK.

2. REPAIR AREA SCHEDULED FOR THE WALLS REFERS TO THE APPROXIMATE SQUARE FOOTAGE OF EXISTING VENEER PLASTER ANDPAINT FINISH THAT IS WATER-DAMAGED, AND IN NEED OF REMOVAL AND PATCHING TO MATCH EXISTING.

3. ONLY ROOMS WITH EXTERIOR WALLS ARE SHOWN IN THE SCHEDULE. THERE IS NO SCOPE OF WORK AS PART OF THIS PROJECT FORROOMS BOUND BY INTERIOR WALLS ONLY.

4. ALL ROOMS ON THE SECOND AND THIRD FLOORS HAVE 8' - 6" +/- CEILING HEIGHTS (FINISHED FLOOR TO UNDERSIDE OF LAY-IN CEILING).

5. ALL RESILIENT BASE REPLACEMENT IS TO BE WITH 4" TALL, TRADITIONAL VINYL WALL BASE WITH TOE; COLOR: BLACK, TO MATCHEXISTING. THICKNESS TO MATCH EXISTING - CONTRACTOR TO VERIFY IN FIELD. PREP WALL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS TO REMOVE EXISTING ADHESIVE, AND PROVIDE A CLEAN AND DRY SUBSTRATE, PRIOR TO INSTALLATION OF NEW BASE.ADHERE TO WALL WITH MANUFACTURER'S STANDARD ADHESIVE AND PER THEIR STANDARD INSTALLATION INSTRUCTIONS.

6. ALL WOOD TRIM REPLACMENT IS TO BE WITH SELECT GRADE PINE, NAILED IN PLACE, AND PAINTED TO MATCH ADJACENT EXISTINGTRIM. CONTRACTOR IS TO VERIFY WIDTH AND THICKNESS OF EXISTING TRIM IN FIELD (ALL NEW TRIM IS TO MATCH EXISTING).

7. OWNER WILL BE RESPONSIBLE FOR MOVING ALL FURNITURE AWAY FROM THE WALLS SCHEDULED TO RECEIVE WORK. CONTRACTOR ISRESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION OF EXISTING FURNITURE AND FINISHES TO REMAIN, IN AND AROUND AREAS OFWORK.

8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING INTERIOR WORK WITH THE OWNER AHEAD OF TIME.

9. THE EXISTING INTERIOR FINISHES HAVE BEEN TESTED BY THE OWNER FOR ASBESTOS CONTAINING MATERIAL (ACM). THE EXISTINGVENEER PLASTER AND SEALANTS TESTED NEGATIVE FOR THE PRESENCE OF ACM. OWNER ASSUMES THE EXISTING PAINT COATINGSCONTAIN LEAD. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PRECAUTIONS AND PERSONAL PROTECTIONS FORCONTRACT WORKERS DURING THE SCHEDULED DISTURBANCE AND REMOVAL OF WATER-DAMAGED MATERIAL (BASED ON RESULTS OF LEADTESTING).

ROOM FINISH REPAIR SCHEDULE - GENERAL NOTES:

SCOPE OF WORK NOTES & LEGEND:

MAJOR CONCRETE PATCH REPAIR:REPAIR LOCATION OF SEVERE FAILURE IN THE PRECASTCONCRETE PANEL, TYPICALLY INVOLVING A DEEPERSECTION OF DETERIORATION. EXPOSED REINFORCING ISKNOWN OR ASSUMED TO EXIST. PATCH WITH A CUSTOMMIX TO MATCH EXISTING. REFER TO STRUCTURAL FORTYPICAL SEVERE PATCH DETAILS, AND SPECIFICATIONS.*ASSUME 50% OF AREAS WILL REQUIRE REPLACEMENT OFSTEEL REINFORCING.

MINOR CONCRETE PATCH REPAIR:REPAIR LOCATION WITH SURFACE FAILURE IN THEPRECAST CONCRETE PANEL, TYPICALLY INVOLVING ASHALLOWER SECTION OF DETERIORATION, WITH NOEXPOSED STEEL REINFORCING. PATCH WITH A CUSTOM MIXTO MATCH EXISTING. REFER TO STRUCTURAL FOR TYPICALMINOR REPAIR DETAILS, AND SPECIFICATIONS.

1. FAILED PRECAST CONCRETE REFERS TO AREAS THAT HAVECRACKED, DELAMINATED, OR SPALLED. STEEL REINFORCING ISEXPOSED IN SOME OF THESE AREAS.

2. ALT. #3:• REMOVE ALL WATER-DAMAGED PAINT AND VENEER PLASTER ON

THE INTERIOR FACE OF ALL EXTERIOR PRECAST CONCRETE WALLPANELS AND SELECT SIDE WALLS - REFER TO ROOM FINISH REPAIRSCHEDULES.

• PATCH REPAIR THE VENEER PLASTER TO MATCH EXISTING.• REPAINT THE ENTIRE FACE OF ALL EXTERIOR WALLS AND SELECT

(WHERE REPAIRED) SIDE WALLS IN EACH ROOM.• REPLACE ALL SEALANT AND BACKING MATERIAL FOR ALL

(EXPOSED) INTERIOR FACING JOINTS BETWEEN EXTERIORPRECAST CONCRETE WALL PANELS, AS WELL AS WHERE EXTERIORPANELS & PERPENDICULAR INTERIOR WALLS INTERSECT. REFERTO A1/ A-301 FOR TYPICAL JOINT PATTERN.* REFER TO THE SPECIFICATIONS.

3. SEVERAL IN-PLACE PHYSICAL MOCK-UPS ARE REQUIRED FOR THISPROJECT, AND MUST BE REVIEWED AND APPROVED PRIOR TOPROCEEDING WITH THE SCOPE OF WORK THROUGHOUT. REFERTO THE SPECIFICATIONS FOR A COMPLETE LIST ANDREQUIREMENTS OF SUCH MOCK-UPS.

GENERAL NOTES


2. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONALDURING CONSTRUCTION AND IS LOCATED WITHIN ANOCCUPIEDEDUCATIONAL CAMPUS. CONTRACTOR IS REPONSIBLE FORPROVIDING TEMPORARY PROTECTION AND MAINTAINING SAFETYDURING CONSTRUCTION ACTIVITIES, IN ORDER TO PROTECT THESURROUNDING PEDESTRIAN AND OCCUPIED SPACES.

3. NEW CONSTRUCTION SHALL PROCEED WITH CARE SO AS NOTTO DAMAGE EXISTING FINISHES TO REMAIN. CONTRACTOR SHALLPATCH, REPAIR, AND/OR REPLACE ALL SURFACES ANDFINISHES AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCEAND/OR MATCH EXISTING.

4. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ONLIMITED FIELD INVESTIGATION AND HISTORIC DRAWINGS. THECONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ANDDIMENSIONS IN THE FIELD. *NOTIFY ARCHITECT AND OWNER IFEXISTING MATERIALS DESIGNATED TO REMAIN AREDETERMINED IN THE FIELD TO BE DETERIORATED TO THE POINTOF IMMINENT FAILURE, PRIOR TO PROCEEDING WITH WORK.


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A-101

SECONDFLOOR PLAN

& ROOMFINISH

SCHEDULE



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/8" = 1'-0"A-201G1 SECOND FLOOR PLAN

ROOM FINISH REPAIR SCHEDULE - SECOND FLOORROOM

NUMBER ROOM NAMEWALLS - REPAIR AREA BASE CEILING TRIM

REMARKSNORTH EAST SOUTH WEST MATL. REPL. LENGTH MATL. REPL. LENGTHSECOND FLOOR200 RECEPTION 2 SF 10 SF - - - -200.1 OFFICE - 2 SF - - - -200.2 OFFICE - 8 SF - - - WOOD 8' - 0" 1202 CONFERENCE 8 SF - - 2 SF - WOOD 2' - 0" 1202.1 STORAGE 1 SF - - - RESIL. 8' - 0" -204 OFFICE - - - 8 SF - -206 OFFICE - - - - - -208 OFFICE - - - 1 SF - -209 OFFICE HALL - 2 SF - - - -209.3 OFFICES - 1 SF - - - WOOD 2' - 0" 1210 OFFICE - - - 2 SF - -211.1 OFFICE - - - - - -211.2 OFFICE - - - - - -212 OFFICE - - - 20 SF - -214 OFFICE - - - 18 SF WOOD 4' - 0" -216 OFFICE - - 4 SF 16 SF WOOD 4' - 0" WOOD 1' - 0" 1217.3 OFFICE - 3 SF - - - -217.4 OFFICE - 3 SF - - - -218 OFFICE - - - 8 SF - WOOD 2' - 0" 1219 OPEN SPACE - - 3 SF - - WOOD 2' - 0" 1, = CORNER REPAIR219.1 OFFICE - - - - - -219.4 OFFICE - - - - - -220 WOMEN - - - 10 SF - -224 MEN - - - - - -226.2 OFFICE - - 1 SF - - WOOD 0' - 6" 1226.3 OFFICE - 3 SF - - - -226.4 DEAN'S OFFICE - 4 SF 4 SF - - - 2226.5 ASST. DEAN - - 2 SF - - -226.6 CONFERENCE - - 4 SF - - -226.7 OFFICE 1 SF - - 2 SF - -226.41 OFFICE - 1 SF 3 SF - - -

PLANN

OR

TH


612' 0 12'

*NOTE: CONCRETE PATCH REPAIR AREAS SHOWN HATCHED ABOVE ON THE PLAN ARE TO BE CONSIDERED PART OF THE BASE BID SCOPE OF WORK. BASE BID SCOPE DOES NOT INCLUDE FINISHING THE PATCH AREAS WITH VENEER PLASTER ORPAINT (FINISHING OF SUCH AREAS IS COVERED IN THE ROOM FINISH REPAIR SCHEDULE AS PART OF THE ALT. #3 SCOPE OF WORK).

MECHANICAL AREA

MECH SHAFT

PHD OFFICE

KIT

MECH

WORK ROOM

WORKROOM

WORKROOM

MEN WOMEN

MECH

JAN

DNDN

CONF RM

COOLING TOWER

328.03 328.02

328

328.01

328.04

328.05

328.06

328.07328.08 328.09

328.10

329

326

322.1322 320 318 316 314 312 310 308 306 304 300.02 300.03 300.04

300.05

300.06300

300.07

300.08300.09300.10307309311313315317321323325327

319 319.2

319.1

305303 303.1

302

301

300.01

324ELEV

075

A-201

J1

A-202

A-202J1

C1

A-201

A1

A-301A1

D1A-301

TYP.

A-301A1

D5A-301

TYP.C1

(BOTTOM CORNER)

(HEAD & SILL)

(HEAD & SILL)

(HEAD & SILL) (HEAD & SILL)

(HEAD & SILL)

(HEAD & SILL)

62' -

0" +

/-

202' - 0" +/-

1. REPLACEMENT OF WOOD TRIM AT THE EDGE OF THE CEILING WILL REQUIRE TEMPORARY REMOVAL,STORAGE, AND REINSTALLATION OF VERTICAL BLINDS.

2. REPLACE (2) STAINED ACOUSTICAL CEILING TILES TO MATCH EXISTING, ALONG THE EXTERIOR WALL. SPOTPREP & REPAINT RUST-STAINED AREAS ON THE EXISTING LAY-IN CEILING TILE GRID MEMBERS, ALONG THEEXTERIOR WALLS.

REMARKS:

1. ALL WORK NOTED IN THE ROOM FINISH REPAIR SCHEDULE IS TO BE CONSIDERED PART OF BID ALT. #3. REFER ALSO TO THE SCOPE OFWORK NOTES & LEGEND FOR FURTHER DESCRIPTION OF THE WORK.

2. REPAIR AREA SCHEDULED FOR THE WALLS REFERS TO THE APPROXIMATE SQUARE FOOTAGE OF EXISTING VENEER PLASTER ANDPAINT FINISH THAT IS WATER-DAMAGED, AND IN NEED OF REMOVAL AND PATCHING TO MATCH EXISTING.

3. ONLY ROOMS WITH EXTERIOR WALLS ARE SHOWN IN THE SCHEDULE. THERE IS NO SCOPE OF WORK AS PART OF THIS PROJECT FORROOMS BOUND BY INTERIOR WALLS ONLY.

4. ALL ROOMS ON THE SECOND AND THIRD FLOORS HAVE 8' - 6" +/- CEILING HEIGHTS (FINISHED FLOOR TO UNDERSIDE OF LAY-IN CEILING).

5. ALL RESILIENT BASE REPLACEMENT IS TO BE WITH 4" TALL, TRADITIONAL VINYL WALL BASE WITH TOE; COLOR: BLACK, TO MATCHEXISTING. THICKNESS TO MATCH EXISTING - CONTRACTOR TO VERIFY IN FIELD. PREP WALL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS TO REMOVE EXISTING ADHESIVE, AND PROVIDE A CLEAN AND DRY SUBSTRATE, PRIOR TO INSTALLATION OF NEW BASE.ADHERE TO WALL WITH MANUFACTURER'S STANDARD ADHESIVE AND PER THEIR STANDARD INSTALLATION INSTRUCTIONS.

6. ALL WOOD TRIM REPLACMENT IS TO BE WITH SELECT GRADE PINE, NAILED IN PLACE, AND PAINTED TO MATCH ADJACENT EXISTINGTRIM. CONTRACTOR IS TO VERIFY WIDTH AND THICKNESS OF EXISTING TRIM IN FIELD (ALL NEW TRIM IS TO MATCH EXISTING).

7. OWNER WILL BE RESPONSIBLE FOR MOVING ALL FURNITURE AWAY FROM THE WALLS SCHEDULED TO RECEIVE WORK. CONTRACTOR ISRESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION OF EXISTING FURNITURE AND FINISHES TO REMAIN, IN AND AROUND AREAS OFWORK.

8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING INTERIOR WORK WITH THE OWNER AHEAD OF TIME.

9. THE EXISTING INTERIOR FINISHES HAVE BEEN TESTED BY THE OWNER FOR ASBESTOS CONTAINING MATERIAL (ACM). THE EXISTINGVENEER PLASTER AND SEALANTS TESTED NEGATIVE FOR THE PRESENCE OF ACM. OWNER ASSUMES THE EXISTING PAINT COATINGSCONTAIN LEAD. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PRECAUTIONS AND PERSONAL PROTECTIONS FORCONTRACT WORKERS DURING THE SCHEDULED DISTURBANCE AND REMOVAL OF WATER-DAMAGED MATERIAL (BASED ON RESULTS OF LEADTESTING).

ROOM FINISH REPAIR SCHEDULE - GENERAL NOTES:

GENERAL NOTES


2. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONALDURING CONSTRUCTION AND IS LOCATED WITHIN ANOCCUPIEDEDUCATIONAL CAMPUS. CONTRACTOR IS REPONSIBLE FORPROVIDING TEMPORARY PROTECTION AND MAINTAINING SAFETYDURING CONSTRUCTION ACTIVITIES, IN ORDER TO PROTECT THESURROUNDING PEDESTRIAN AND OCCUPIED SPACES.

3. NEW CONSTRUCTION SHALL PROCEED WITH CARE SO AS NOTTO DAMAGE EXISTING FINISHES TO REMAIN. CONTRACTOR SHALLPATCH, REPAIR, AND/OR REPLACE ALL SURFACES ANDFINISHES AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCEAND/OR MATCH EXISTING.

4. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ONLIMITED FIELD INVESTIGATION AND HISTORIC DRAWINGS. THECONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ANDDIMENSIONS IN THE FIELD. *NOTIFY ARCHITECT AND OWNER IFEXISTING MATERIALS DESIGNATED TO REMAIN AREDETERMINED IN THE FIELD TO BE DETERIORATED TO THE POINTOF IMMINENT FAILURE, PRIOR TO PROCEEDING WITH WORK.





2. ALT. #3:• REMOVE ALL WATER-DAMAGED PAINT AND VENEER PLASTER ON

THE INTERIOR FACE OF ALL EXTERIOR PRECAST CONCRETE WALLPANELS AND SELECT SIDE WALLS - REFER TO ROOM FINISH REPAIRSCHEDULES.

• PATCH REPAIR THE VENEER PLASTER TO MATCH EXISTING.• REPAINT THE ENTIRE FACE OF ALL EXTERIOR WALLS AND SELECT

(WHERE REPAIRED) SIDE WALLS IN EACH ROOM.• REPLACE ALL SEALANT AND BACKING MATERIAL FOR ALL

(EXPOSED) INTERIOR FACING JOINTS BETWEEN EXTERIORPRECAST CONCRETE WALL PANELS, AS WELL AS WHERE EXTERIORPANELS & PERPENDICULAR INTERIOR WALLS INTERSECT. REFERTO A1/ A-301 FOR TYPICAL JOINT PATTERN.* REFER TO THE SPECIFICATIONS.

3. SEVERAL IN-PLACE PHYSICAL MOCK-UPS ARE REQUIRED FOR THISPROJECT, AND MUST BE REVIEWED AND APPROVED PRIOR TOPROCEEDING WITH THE SCOPE OF WORK THROUGHOUT. REFERTO THE SPECIFICATIONS FOR A COMPLETE LIST ANDREQUIREMENTS OF SUCH MOCK-UPS.


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A-102

THIRDFLOOR PLAN

& ROOMFINISH

SCHEDULE



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/8" = 1'-0"A-201G1 THIRD FLOOR PLAN

PLANN

OR

TH1/8" = 1'-0" SCALE OF FEET

612' 0 12'

ROOM FINISH REPAIR SCHEDULE - THIRD FLOORROOM

NUMBER ROOM NAMEWALLS - REPAIR AREA BASE CEILING TRIM

REMARKSNORTH EAST SOUTH WEST MATL. REPL. LENGTH MATL. REPL. LENGTHTHIRD FLOOR300.02 OFFICE - - - 12 SF - -300.03 OFFICE - - - 2 SF - -300.04 OFFICE 12 SF - - - - -300.05 OFFICE 2 SF - - 2 SF - WOOD 4' - 0" 1300.06 OFFICE 4 SF - - 6 SF RESIL. 3' - 0" WOOD 2' - 0" 1300.07 OFFICE 2 SF - - - RESIL. 3' - 0" -300.08 OFFICE 4 SF 2 SF - - RESIL. 3' - 0" -300.09 OFFICE - 12 SF - - - -300.10 OFFICE - 8 SF - - - -304 OFFICE - - - - - -306 OFFICE - - - 2 SF - -307 OFFICE - 6 SF - - RESIL. 3' - 0" -308 OFFICE - - - - - WOOD 2' - 0" 1309 OFFICE - 2 SF - - - -310 OFFICE - - - 4 SF - -311 OFFICE - - - - - -312 OFFICE - - - 4 SF - -313 OFFICE - - - - - -314 OFFICE 2 SF - 2 SF 12 SF RESIL. 6' - 0" WOOD 5' - 0" 1315 OFFICE - - - - - -316 OFFICE - - - 4 SF - WOOD 10' - 0" 1317 OFFICE - - - - - -318 OFFICE - - - 4 SF - WOOD 4' - 0" 1320 OFFICE 2 SF - - 10 SF RESIL. 3' - 0" -321 OFFICE - - - - - -322 WOMEN - - - 2 SF - -323 OFFICE - - - - -325 OFFICE - 8 SF - - - -326 MEN - - - 2 SF - -327 OFFICE - 14 SF - - - -328.01 WORK ROOM - - - - - -328.02 OFFICE - - - 12 SF - -328.03 OFFICE - - 2 SF 2 SF - - = CORNER REPAIR328.04 OFFICE - - 5 SF - RESIL. 3' - 0" -328.05 OFFICE - - 5 SF - RESIL. 3' - 0" -328.06 OFFICE - - - - - -328.07 OFFICE - - 6 SF - RESIL. 3' - 0" -328.08 OFFICE - - - - - -328.09 OFFICE - 3 SF - - - WOOD 2' - 0"

*NOTE: CONCRETE PATCH REPAIR AREAS SHOWN HATCHED ABOVE ON THE PLAN ARE TO BE CONSIDERED PART OF THE BASE BID SCOPE OF WORK. BASE BID SCOPE DOES NOT INCLUDE FINISHING THE PATCH AREAS WITH VENEER PLASTER ORPAINT (FINISHING OF SUCH AREAS IS COVERED IN THE ROOM FINISH REPAIR SCHEDULE AS PART OF THE ALT. #3 SCOPE OF WORK).

GROUND FLOOR0' - 0"

SECOND FLOOR20' - 6"

ROOF LINE44' - 1"

THIRD FLOOR32' - 6"

MEZZANINE8' - 9"

A-301A6

A1A-301

201 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

(UNDER)

W

WW

WWW

W

W

W

W

CR-2

CR-1

D5A-301

D1A-301TYP.

10' - 0"

TYP.

TYP.

GROUND FLOOR0' - 0"


ROOF LINE44' - 1"

THIRD FLOOR32' - 6"

MEZZANINE8' - 9"

20 12345678910111213141516171819

CR-2

W

WWWWWWW

W

WW

WW

W

CR-1

A-301A6

A1A-301

D1A-301

D5A-301

TYP.

10' - 0"

TYP.

(UNDER)CR-1(UNDER)(UNDER)

(BACK SIDE)

CR-1

TYP.

GROUND FLOOR0' - 0"


MEZZANINE8' - 9"

OPENLOGGIA

PASSAGE

PRENTISBUILDING

THE

MEYER & ANNA PRENTIS1965

EXIST. ALUM. CURTAIN WALL& GLAZING TO REMAIN, TYP.

EXIST. STONE VENEERTO REMAIN, TYP.EXIST. ALUM. CURTAIN WALL

& GLAZING TO REMAIN, TYP.

EXIST. STONE VENEERTO REMAIN, TYP.

SJSJ SJ

SJ SJREPLACE SEALANT JOINTALONG BASE OF BUILDINGWHERE MEETS SURROUNDINGCONC. PAVEMENT, TYP.

K1A-202

EXIST. CEMENT PLASTERSOFFIT CLG. TO REMAIN

17' -

3" +

/-

13' - 0" +/-

+/-

4' - 0"+/-

6' - 1"

+/-

4' - 0" 23' - 0" +/- 55' - 3" +/- 35' - 2" +/-

GROUND FLOOR0' - 0"


MEZZANINE8' - 9"

OPENLOGGIA

PASSAGE

PRENTISBUILDING

THE

MEYER & ANNA PRENTIS1965

SJSJSJ

EXIST. STONE VENEERTO REMAIN, TYP.EXIST. ALUM. CURTAIN WALL

& GLAZING TO REMAIN

EXIST. ALUM. CURTAIN WALL& GLAZING TO REMAIN


SJ SJREPLACE SEALANT JOINTALONG BASE OF BUILDINGWHERE MEETS SURROUNDINGCONC. PAVEMENT, TYP.

K1A-202

TYP.


17' -

3" +

/-

35' - 4" +/- 55' - 1" +/- 23' - 0" +/-

+/-

3' - 11"

+/-

6' - 1"

+/-

3' - 11" 13' - 0" +/-

GENERAL NOTES




4. NEW CONSTRUCTION SHALL PROCEED WITH CARE SO AS NOTTO DAMAGE EXISTING FINISHES TO REMAIN. CONTRACTOR SHALLPATCH, REPAIR, AND/OR REPLACE ALL SURFACES AND FINISHES ASREQUIRED TO ACHIEVE A UNIFORM APPEARANCE AND/OR MATCHEXISTING.


WINDOW SURROUND PATCH REPAIR:REPAIR FAILING CORNER OF PRECAST CONCRETE WINDOWPANEL. PATCH WITH A CUSTOM MIX TO MATCH EXISTING.REFER TO STRUCTURAL FOR TYPICAL WINDOW JAMB /MULLION PATCH DETAILS, AND SPECIFICATIONS.*ALL WINDOW LOCATIONS WILL REQUIRE SOMEREPLACEMENT OF STEEL REINFORCING.


REPAIR CRACK W/ MORTAR:REPAIR CRACK IN THE PRECAST CONCRETE PANEL. PREPAND POINT THE OPEN CRACK WITH A MORTAR MATRIX TOMATCH THE SURROUNDING PRECAST PANEL, PERSPECIFICATIONS.


CR-1

REPOINT SEALANT JOINT:FULLY REMOVE ANY EXISTING SEALANT AND BACKINGMATERIAL FROM JOINT BETWEEN PANELS OR BUILDINGMATERIALS, AS WELL AS FROM FACE OF SURROUNDINGMATERIALS. PREP JOINT AND REPOINT WITH NEWCONTINUOUS BACKER ROD AND SEALANT. PROVIDE WEEPS ATBOTTOM OF ALL EXTERIOR HEAD JOINTS.- REFER TO SPECIFICATIONS AND STRUCTURAL FOR TYPICALSIZING AND DETAILING.

SJ

REPAIR CRACK W/ SEALANT:REPAIR CRACK IN THE PRECAST CONCRETE PANEL. PREPAND POINT THE OPEN CRACK WITH SEALANT AND BACKINGMATERIAL, PER SPECIFICATIONS.CR-2


W


2. FULLY CLEAN THE EXTERIOR PRECAST CONCRETE FACADE OF THESECOND AND THIRD STORIES OF THE BUILDING FOLLOWING ALLREPAIRS IDENTIFIED WITHIN THESE DOCUMENTS. CLEAN ANYSURFACES OF THE CONCRETE PAVING BELOW AFFECTED BY THEWORK, AND PERFORM EXTERIOR WINDOW WASHING, FOLLOWINGREPAIR WORK. REFER TO SPECIFICATIONS.

3. ALT #1: CLEAN EXIST. STONE VENEER CLADDING AT THE FIRSTFLOOR / MEZZANINE LEVELS. REFER TO SEPCIFICATIONS.

4. ALT. #2: SEAL ENTIRE EXTERIOR FACE OF PRECAST CONCRETEPANEL FACADES OF SECOND AND THIRD STORIES WITH ABREATHABLE, PENETRATING SEALER, FOLLOWING ALL REPAIRAND CLEANING WORK. REFER TO SPECIFICATIONS.

5. SEVERAL IN-PLACE PHYSICAL MOCK-UPS ARE REQUIRED FOR THISPROJECT, AND MUST BE REVIEWED AND APPROVED PRIOR TOPROCEEDING WITH THE SCOPE OF WORK THROUGHOUT. REFER TOTHE SPECIFICATIONS FOR A COMPLETE LIST AND REQUIREMENTSOF SUCH MOCK-UPS.


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A-201

EAST ANDWEST

ELEVATIONS



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/8" = 1'-0"A-101J1 EAST ELEVATION

1/8" = 1'-0"G-002C1 WEST ELEVATION

1/8" = 1'-0"G1 EAST ARCADE ELEVATION

1/8" = 1'-0"A-101A1 WEST ARCADE ELEVATION


612' 0 12'

TYP.

GROUND FLOOR0' - 0"


ROOF LINE44' - 1"

THIRD FLOOR32' - 6"

MEZZANINE8' - 9"

A-301G5

D1A-301

DB C

(HEAD) CR-1

CR-1

CR-1 CR-1 CR-1

CR-1

CR-1 CR-1

D5A-301

A1A-301

TYP.

30' - 6" +/-30' - 6" +/-

TYP.

GROUND FLOOR0' - 0"


ROOF LINE44' - 1"

THIRD FLOOR32' - 6"

MEZZANINE8' - 9"

D BC

WW

CR-1

CR-1 CR-1

CR-1

CR-1

CR-1

CR-1CR-1CR-1

CR-1

D1A-301

D5A-301

A1A-301

A-301G5

TYP.

30' - 6" +/- 30' - 6" +/-

GROUND FLOOR0' - 0"


MEZZANINE8' - 9"

SJ SJ



REPAIR BOTTOM CORNER OF EXIST. ALUM.CURTAIN WALL WHERE DETERIORATING:• REMOVE DEBRIS AND LOOSE MATERIAL• APPLY PROTECTIVE METAL PATCHING

COMPOUND OVER DETERIORATEDMATERIAL

• COVER PATCHED AREA W/ FLAT,CLEAR-ANODIZED, ALUM. PLATE & S.S.SCREWS

K1A-202

TYP.

+/-

1' - 0" 19' - 2" +/-+/-

2' - 1" 19' - 2" +/-

+/-

1' - 0"

17' -

3" +

/-


GROUND FLOOR0' - 0"


MEZZANINE8' - 9"

SJ SJ


EXIST. ALUM. CURTAIN WALL, DOORS,& GLAZING TO REMAIN, TYP.

SJREPLACE SEALANT JOINTALONG BASE OF BUILDINGWHERE MEETS SURROUNDINGCONC. PAVEMENT, TYP.

K1A-202

TYP.

12' - 9" +/-

+/-

7' - 8"

1' - 8" +/-

+/-

7' - 8" 12' - 9" +/-

17' -

3" +

/-


GROUND FLOOR0' - 0"


MEZZANINE8' - 9"

SJ SJ



SJK1

A-202TYP.

17' -

3"

1' - 0" +/- 19' - 2" +/-+/-

2' - 1" 19' - 2" +/- 1' - 0" +/-


GROUND FLOOR0' - 0"


MEZZANINE8' - 9"


EXIST. SLUM. CURTAIN WALL, DOORS,& GLAZING TO REMAIN, TYP.

SJ SJ

SJREPLACE SEALANT JOINT ALONGBASE OF BUILDING WHERE MEETSSURROUNDING CONC. PAVEMENT, TYP.

K1A-202

TYP.


17' -

3" +

/-

13' - 9" +/-

+/-

7' - 5"+/-

1' - 11"

+/-

7' - 5" 12' - 0" +/-

EXISTINGPAVINGTO REMAIN

REMOVE EXIST.SEALANT

INT.EXT.

PROVIDE NEW CONT.BACKER ROD & SEALANTIN EXIST. JOINT (UNCOVERED)

EXIST. STONE VENEEROR ALUM. CURTAIN WALL(SHOWN DASHED) TO REMAIN

GENERAL NOTES










CR-1


SJ



W







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A-202

NORTH ANDSOUTH

ELEVATIONS



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/8" = 1'-0"A-101J1 NORTH ELEVATION

1/8" = 1'-0"A-102C1 SOUTH ELEVATION

1/8" = 1'-0"G-002G1 NORTH ARCADE ELEVATION

1/8" = 1'-0"A-101A1 SOUTH ARCADE ELEVATION

1/8" = 1'-0"G-002A6 SOUTH ELEVATION - INSIDE LOGGIA

1/8" = 1'-0"G-002G6 NORTH ELEVATION - INSIDE LOGGIA


612' 0 12'

3" = 1'-0"A-201K1 SEALANT JOINT AT BASE OF BUILDING, TYP.

TYP.

*REFER TO S-100 FOR TYPICAL SEALANT JOINT SIZING AND DETAILING


THIRD FLOOR32' - 6"

A1A-301

D

SJ SJ

SJSJ

SJ

SJ

SJSJ

SJ

SJ

*ALL WORK SHOWN IN THIS ENLARGED ELEVATION IS TYPICAL AND IS TO BE REPEATED ACROSS THE ENTIRE NORTH AND SOUTH ELEVATIONS.REFER TO COMPLETE BUILDING ELEVATIONS FOR ADDITIONAL CONDITIONS-BASED SCOPE OF WORK.

REPAIR EXST. TAPERED,REINF. PRECAST CONC.WALL PANELS IN-PLACE,TYP. - REFER TO OVERALLELEVATIONS FOR SCOPE OFWORK.

EXIST. GLASS & GASKETINGTO REMAIN, TYP.

REPAIR EXIST. REINF.PRECAST WINDOW PANELSIN-PLACE, TYP. - REFER TOOVERALL ELEVATIONS FORSCOPE OF WORK

REPAIR EXIST. TAPERED,REINF. PRECAST CONC.WALL PANELS IN-PLACE,TYP. - REFER TO OVERALLELEVATIONS FOR SCOPEOF WORK

SJ

SJ


THIRD FLOOR32' - 6"

2019

SJ

SJSJ

SJSJ

SJ

SJ

SJ

A1A-301

*ALL WORK SHOWN IN THIS ENLARGED ELEVATION IS TYPICAL AND IS TO BE REPEATED ACROSS THE ENTIRE EAST AND WEST ELEVATIONS.REFER TO COMPLETE BUILDING ELEVATIONS FOR ADDITIONAL CONDITIONS-BASED SCOPE OF WORK.

REPAIR EXIST. TAPERED,REINF. PRECAST CONC.WALL PANELS & COLUMNSIN-PLACE, TYP.

EXIST. GLASS ANDGASKETING TO REMAIN, TYP.

REPAIR EXIST. REINF. PRECASTWINDOW PANELS & COLUMNSIN-PLACE, TYP.

REPAIR EXIST. TAPERED,REINF. PRECAST CONC.WALL PANELS IN-PLACE, TYP.

SJ

SJ SJ

3' -

9" +

/-8'

- 3"

+/-

10' - 0" +/- 5' - 0 3/4" +/- 10" +/-

ROOF LINE44' - 1"

11" +/- 4 1/2" +/-EXIST. SUSPENDED CEMENTPLASTER SOFFIT TO REMAIN, TYP.

AT S

ECO

ND

AN

D T

HIR

D F

LOO

RS

8' -

3" +

/-3'

- 9"

+/-

4"

REPAIR EXIST. TAPERED,REINF. PRECAST CONC.WALL PANEL IN-PLACE-REFER TO OVERALLELEVATIONS FORSCOPE OF WORK

EXIST. WOOD OR VINYL BASE TOREMAIN, U.O.N. PER FLOORPLANS / ROOM FINISH REPAIRSCHEDULE

INT.

EXIST. WOOD TRIM ALONG EDGEOF CEILING TO REMAIN, U.O.N.PER FLOOR PLANS / ROOM FINISHREPAIR SCHEDULE

9" +/-

EXIST. MEMBRANE ROOFINGTO REMAIN OVER CAST CONC.STRUCTURAL SLAB

EXIST. METAL COPING TOREMAIN -REMOVE &REINSTALL OR REPLACE TOMATCH EXIST. AT LOCATIONSWHERE CONC. PATCHREPAIRS EXTEND UNDERCOPING - REFER TOOVERALL ELEVATIONS.

REMOVE EXIST.;PROVIDE NEW CONT.SEALANT & BACKER RODIN JOINT BTWN. PANELS- REFER TO S-100 &SPECIFICATIONS

REPAIR EXIST. REINF.PRECAST WINDOW PANELSIN-PLACE -REFER TOOVERALL ELEVATIONS FORSCOPE OF WORK

EXT.

EXIST. CAVITIES BTWN.PANES TO REMAIN AS-IS, TYP.

EXIST. GLASS &GASKETING TO REMAIN, TYP.

REPAIR EXIST. TAPERED,REINF. PRECAST CONC.WALL PANEL IN-PLACE-REFER TO OVERALLELEVATIONSFOR SCOPE OF WORK

REMOVE EXIST.;PROVIDE NEW CONT.SEALANT & BACKER RODIN JOINT BTWN. PANELS-REFER TO S-100 &SPECIFICATIONS

FLOOR LINE

3' -

10" +

/-

EXIST. FIN. FLOORING OVERCAST CONC. STRUCTURALSLABS TO REMAIN

EXIST. ACOUSTICAL TILE LAY-INCEILING TO REMAIN, U.O.N. PERFLOOR PLANS / ROOM FINISHREPAIR SCHEDULE

INT.

EXT.

5' - 1/4" +/-

+/-

2"

11 3

/4" +

/-

6" +/-

+/-

3"

+/-

3"

1' -

1 1/

2" +

/-6"

+/-

EXIST. CAVITIESBTWN. PANELS TOREMAIN AS-IS, TYP.

REPAIR EXIST. REINF. PRECASTCONC. COLUMNS IN-PLACE-REFER TO OVERALL ELEVATIONSFOR SCOPE OF WORK

REMOVE EXIST.; PROVIDENEW CONT. SEALANT & BACKERROD IN JOINTS BTWN. PANELS /COLUMNS, TYP.- REFER TO S-100 & SPECIFICATIONS REPAIR EXIST. REINF. PRECAST

CONC. WINDOW PANEL FRAMES &MULLIONS IN-PLACE - REFER TO OVERALLELEVATIONS FOR SCOPE OF WORK

EXIST. GLASS &GASKETING TOREMAIN, TYP.

REMOVE EXIST.;PROVIDE NEW CONT.SEALANT & BACKER RODIN JOINT BTWN. PANELS- REFER TO S-100 &SPECIFICATIONS

TYP.

2' - 0" +/- 9"

@ E/W ELEVATIONS ONLY

ALT. #3REMOVE EXIST., PROVIDE NEW CONT. SEALANT ANDBACKER ROD, EA. SIDE - WHERE INT. PARTITIONSOCCUR(REFER TO FLOOR PLANS)ALT. #3REMOVE EXIST., PROVIDE NEWCONT. SEALANT AND BACKER RODALONG INT. JOINT BTWN. PANELS,TYP.

2' -

1 1/

2" +

/-

1' - 6" +/-

SJ

GENERAL NOTES










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REVISIONS

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A-301

TYPICALPANELPLANS,

ELEVATIONS& SECTIONS



QEA # 31408200WSU # 022255015

04/13/2018

BID DOCUMENTS

1/2" = 1'-0"A-202G5 NORTH / SOUTH ENLARGED PANEL ELEVATION, TYP.

1/2" = 1'-0"A-201A6 EAST / WEST ENLARGED PANEL ELEVATION, TYP.

1 1/2" = 1'-0"A-101D1 WALL PANEL SECTION, TYP.

1 1/2" = 1'-0"A-101A1 ENLARGED PLAN DETAIL, TYP.

1 1/2" = 1'-0"A-102D5 PLAN PROFILE @ BASE OF COLUMNS, TYP.


1'2' 0 4'


1'2' 0 4'

1 1/2" = 1'-0" SCALE OF FEET

01' 1'6"

1 1/2" = 1'-0" SCALE OF FEET

01' 1'6"

* REPLACE SKY-FACINGJOINT BETWEEN EDGE OFCOLUMN & SURROUNDINGCONC. PAVEMENT

* NOTE: MIDDLE PRECAST PANEL NOT SHOWN IN THIS SECTION

*DETAIL IS REPRESENTATIVE OF THE TYPICAL PANELCONSTRUCTION, THAT IS REPEATED AROUND THE ENTIREPERIMETER OF THE SECOND AND THIRD FLOORS.

SheetsG-000 - TITLE SHEETG-001 - INDEX/ ABBREVIATIONS /SYMBOLS /GENERAL NOTESG-002 - SITE, STAGING, & LOGISTICS PLANA-101 - SECOND FLOOR PLAN & ROOM FINISH SCHEDULEA-102 - THIRD FLOOR PLAN & ROOM FINISH SCHEDULEA-201 - EAST AND WEST ELEVATIONSA-202 - NORTH AND SOUTH ELEVATIONSA-301 - TYPICAL PANEL PLANS, ELEVATIONS & SECTIONSA-502 - TYPICAL DETAILS - NOT USED

WAYNE STATE UNIVERSITY PRENTIS BUILDING FACADE REPAIRS · 2018. 4. 27. · wh wall hung wp work...

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