ID Task

Mode

Task Name Duration Start Finish

1 Move out of Peavy 22 days Wed 6/1/16 Thu 6/30/16

2 Abatement 22 days Fri 7/1/16 Mon 8/1/16

3 Predemolition Activities 21 days Mon 7/25/16 Mon 8/22/16

4 Install Temporary Fence 1 day Mon 7/25/16 Mon 7/25/16

5 Install Rock for Construction / FIR Trailers 2 days Tue 7/26/16 Wed 7/27/16

6 Prepare Jefferson Street Entrance 2 days Thu 7/28/16 Fri 7/29/16

7 Mobilize FIR Trailers 1 day Mon 8/1/16 Mon 8/1/16

8 Mobilize Construction Trailers 1 day Tue 8/2/16 Tue 8/2/16

9 Tree Protection 1 day Wed 8/3/16 Wed 8/3/16

10 Install Temporary Partition for Knuckle 15 days Tue 8/2/16 Mon 8/22/16

11 Demolition Activities 61 days Tue 7/26/16 Tue 10/18/16

12 Selective Sitework Demolition 2 days Mon 8/1/16 Tue 8/2/16

13 Disconnect and Isolate Peavy Elect/Mech/Plumbing/IT 10 days Tue 7/26/16 Mon 8/8/16

14 Selective Demo to Expose Additional Abatement Items 10 days Tue 8/9/16 Mon 8/22/16

15 Complete Abatement 5 days Tue 8/23/16 Mon 8/29/16

16 Peavy Demolition (Knuckle/Salvage Beams/Structure) 31 days Tue 8/23/16 Tue 10/4/16

17 Peavy Beam Salvage 15 days Tue 8/30/16 Mon 9/19/16

18 Peavy Above Grade Removal/Recycle 20 days Tue 8/30/16 Mon 9/26/16

19 Richardson Underpinning / Structural Reinforcing at Knuckle 31 days Tue 8/23/16 Tue 10/4/16

20 Step 1 - Install Upper and Middle Soil Anchors 7 days Tue 8/23/16 Wed 8/31/16

21 Step 2 - Remove Richardson Elevated Level 1 Conc Slab(At Knuckle) 3 days Thu 9/1/16 Mon 9/5/16

22 Step 3 - Demo Existing Peavy Floors 5 days Tue 9/6/16 Mon 9/12/16

23 Step 4 - Install Strong Backs (Steel) on Richardson 3 days Tue 9/13/16 Thu 9/15/16

24 Step 5 - Remove Existing Richardson Level 2 (At Knuckle) 7 days Fri 9/16/16 Mon 9/26/16

25 Step 6 - Install Lower Level Soil Anchors 3 days Tue 9/27/16 Thu 9/29/16

26 Step 7 - Remove Existing Peavy Tunnel Slab/Wall 3 days Fri 9/30/16 Tue 10/4/16

27 Peavy Below Grade Removal/Recycle 15 days Wed 9/14/16 Tue 10/4/16

28 Site Clean Up 10 days Wed 10/5/16 Tue 10/18/16

29

30 Students Arrive for Fall Term 0 days Mon 9/19/16 Mon 9/19/16

31 Fall Term 62 days Wed 9/21/16 Thu 12/15/16

Move out of Peavy

Abatement

Predemolition Activities

Install Temporary Fence

Install Rock for Construction / FIR Trailers

Prepare Jefferson Street Entrance

Mobilize FIR Trailers

Mobilize Construction Trailers

Tree Protection

Install Temporary Partition for Knuckle

Demolition Activities

Selective Sitework Demolition

Disconnect and Isolate Peavy Elect/Mech/Plumbing/IT

Selective Demo to Expose Additional Abatement Items

Complete Abatement

Peavy Demolition (Knuckle/Salvage Beams/Structure)

Peavy Beam Salvage

Peavy Above Grade Removal/Recycle

Richardson Underpinning / Structural Reinforcing at Knuckle

Step 1 - Install Upper and Middle Soil Anchors

Step 2 - Remove Richardson Elevated Level 1 Conc Slab(At Knuckle)

Step 3 - Demo Existing Peavy Floors

Step 4 - Install Strong Backs (Steel) on Richardson

Step 5 - Remove Existing Richardson Level 2 (At Knuckle)

Step 6 - Install Lower Level Soil Anchors

Step 7 - Remove Existing Peavy Tunnel Slab/Wall

Peavy Below Grade Removal/Recycle

Site Clean Up

Students Arrive for Fall Term

Fall Term

5/22 5/29 6/5 6/12 6/19 6/26 7/3 7/10 7/17 7/24 7/31 8/7 8/14 8/218/28 9/4 9/11 9/18 9/25 10/2 10/910/1610/2310/3011/611/1311/2011/2712/412/1112/1812/25 1/1 1/8 1/15 1/22 1/29 2/5 2/12

Jun Jul Aug Sep Oct Nov Dec Jan Feb

2017

Task

Split

Milestone

Summary

Project Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

External Tasks

External Milestone

Deadline

Progress

Manual Progress

OSU - College of Forestry

Peavy Hall Deconstruction Schedule

Richardson Hall Underpinning Schedule

PRELIMINARY

WALSH Construction Co

Page 1

Project: OSU College of Forestry - FSC

Date: Thu 6/16/16

below slab condition unclear.

differs between S2.1 and 2/A3.8

EXISTING WALLS INPROGRES.

MODELED AS GENERIC WALLS.

ASSEMBLY DOES NOT MATCH EXISTING DRAWINGS

TOTAL AREA - 17,100 SF

STORAGE - 2,120 SF

XX

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No. Description Date

The Miller Hull Partnership, LLP

Architecture and Planning

Polson Building

71 Columbia, Sixth Floor

Seattle, WA 98104

Phone 206.682.6837

Fax 206.682.5692

Contact Name

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LANDSCAPE PLAN

N

0 40' 80'

1" = 40'-0"

20'

L1.00

OVERALL

LANDSCAPE

PLAN

L1.01

L1.02

1. ALL EXISTING TREES NOTED AS RETAINED SHALL BE PROTECTED

IN PLACE AT EXISTING GRADES. SEE LT.00 TREE PROTECTION

PLAN. EXISTING VEGETATION TO REMAIN OR TO BE

TRANSPLANTED TO BE IDENTIFIED IN FIELD BY LANDSCAPE

ARCHITECT PRIOR TO START OF CONSTRUCTION. EXCAVATION IN

AREAS OF EXISTING LAWN SHALL BE PERFORMED BY HAND WITHIN

THE DRIP LINE OF EXISTING TREES TO REMAIN. AT NO TIME SHALL

EQUIPMENT OR MATERIALS BE STORED OR STOCKPILED WITHIN THE

DRIP LINE OF ANY EXISTING TREES TO REMAIN. CONTRACTOR SHALL

NOTIFY LANDSCAPE ARCHITECT IF ANY EXISTING TREES TO REMAIN

WILL BE NEGATIVELY IMPACTED BY ANY REQUIRED TREE REMOVALS

PRIOR TO START OF THAT WORK.

2. PROTECT ALL EXISTING SITE CONDITIONS NOT DESIGNATED FOR

REMOVAL OR SALVAGE. ANY DAMAGE TO THESE ELEMENTS SHALL

BE RESTORED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN

EXPENSE TO THEIR ORIGINAL CONDITION.

3. REMOVAL OF EXISTING SITE ELEMENTS NOTED AS SALVAGED IN

PROJECT CONTRACT DOCUMENTS SHALL BE REMOVED AND

RELINQUISHED TO OSU FOR STORAGE PRIOR TO DEMOLITION.

CONTRACTOR SHALL REINSTALL SALVAGED SITE ELEMENTS PER

CONTRACT DOCUMENTS.

4. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER

PHYSICAL FEATURES FOUND, RECORD INFORMATION OBTAINED

FROM AND MARKINGS PLACED BY UTILITY COMPANIES. THE EXACT

LOCATION OR COMPLETENESS OF UNDERGROUND INFORMATION

SHOWN IN THESE DRAWINGS CANNOT BE GUARANTEED.

CONTRACTOR TO VERIFY THE ACTUAL LOCATION OF ALL UTILITIES,

FACILITIES, AND STRUCTURES PRIOR TO CONSTRUCTION.

CONTRACTOR MUST CALL (1-800-424-5555) 72 HOUR IN ADVANCE OF

ALL SUBGRADE WORK FOR UNDERGROUND UTILITY LOCATIONS.

5. PEDESTRIANS SHALL BE PROTECTED FROM EXCAVATION AND WORK

AREAS AT ALL TIMES. PROVIDE SUITABLE BARRIERS AS REQUIRED.

DO NOT BLOCK WALKS WITH STORAGE OF CONSTRUCTION

EQUIPMENT OR MATERIALS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND,

COORDINATE, AND SCHEDULE SEQUENCED PHASING OF

CONSTRUCTION AND SEQUENTIAL OCCUPANCY BY THE OWNER

WITH THE SCHEDULE AND INTENT INDICATED THROUGHOUT THE

DOCUMENTS.

7. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE CONTRACT

DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING

WORK IN THAT AREA.

8. ALL MATERIALS, CONSTRUCTION METHODS AND WORKMANSHIP

SHALL CONFORM TO THE APPLICABLE LAWS, RULES AND CODES OF

THE MUNICIPALITY, COUNTY, AND STATE.

9. SPECIFIC LOCATIONS OF CONSTRUCTION FENCES, GATES, AND

ENTRANCES SHALL BE COORDINATED WITH THE OWNERS

REPRESENTATIVE.

10. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE FROM DEBRIS

AND ACCUMULATED REFUSE AND SHALL HAVE SOLE RESPONSIBILITY

FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY

UNAUTHORIZED PARTIES. PUBLICLY ACCESSIBLE AREAS WILL BE

LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY.

11. THE CONTRACTOR SHALL BE REQUIRED TO LEGALLY DISPOSE OF

ALL DEBRIS AT A PERMITTED FACILITY.

12. SEE CIVIL DRAWINGS FOR SITE UTILITIES AND VEHICULAR AREA

PAVEMENTS.

13. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING.

14. SEE ARCHITECTURAL DRAWINGS FOR BUILDING LAYOUT.

15. SEE L1.01 AND L1.02 FOR GRADING.

16. SITE IRRIGATION SHALL BE A COMBINATION OF DRIP AND SPRAY

IRRIGATION OVER ALL PROPOSED PLANTING AREAS(EXCLUDES

EXISTING ARBORETUM AREA). IRRIGATION SHALL CONFORM TO

ALL OSU CONSTRUCTION STANDARDS.

LANDSCAPE NOTES:

UP

Hazardous MaterialChemical

BLOCKED

BLOCKED

BLOCKED

STO

R

JAN

JAN

STOR

CLASSROOM O F F I C E CLASSROOM O F F I C E O F F I C E

STAIR -

HALLCLASSROOM

BREAK RM

HALL

O F F I C EO F F I C EO F F I C E

ENTRY

O F F I C EO F F I C EO F F I C EO F F I C EO F F I C E

HALL

O F F I C EO F F I C EO F F I C EO F F I C E

ENTRY

-

ELEVWOMEN

STAIR

PREP ROOM

CLASSROOM

P R O J E C T I O N

ENTRY

STAIR

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MEN

JAN

WOMEN

O F F I C E

VAULT ENTRYBREAK ROOM

WORKROOM O F F I C E

HALL

O F F I C E

O F F I C E

O F F I C E

RECEPTION

STAIR

WOMEN

MENCONF

WAITING

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O F F I C E

O F F I C E

-

O F F I C E

O F F I C E

WORKRM

O F F I C E

A108 A106 A104 A102 A100

AS104 A11

4

AH101A101

A103A

AV103

A103BA103CA103C

AL101

A105A107A109A111A113

AH100

A115A117A119A121

A12

2

A123

AL102

A124

AE101A112

AS101

A130A

A130

A132

AL103

AS102

A13

9

A134

A135A136

A154

A154A AL156 A147

A154B A152

AH103

A146

A150D

A150C

A150B

A150

AS103

A144

A142A143

-

A140

A140A

A140B

A15

1

A154?

A154?

A154C

A141

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R2

R3

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MATCHLINE

EPA EPB EPB1 EPB2EPCEPC1 EPC2 EPD EPE EPF EPG EPH EPH1 EPI EPI1 EPJ EPK

EP10

EP9

EP8A

EP8

EP7A

EP7

EP6A

EP6

EP5

EP4

EP3A

EP3

EP2A

EP2

EP1

CREATE NEW OPENING FOR DOOR

DEMOLISH DOOR AND WALL;PREPARE FOR NEW WALL INFILL.

6' - 4"

EXISTING RH CMU WALL TOREMAIN. REFER TO STRUCTURAL.COORDINATE OPENINGS WITHARCHITECTURAL ISSUED FORCONSTRUCTION DRAWINGS.

DEMOLISHEXISTINGSTAIRSANDH.C. LIFT. EXISTING RH CMU WALL TO

REMAIN. REFER TO STRUCTURAL.COORDINATE OPENINGS WITHARCHITECTURAL ISSUED FORCONSTRUCTION DRAWINGS.

20' -

0"

EXISTINGELEVATORTOREMAINDIAGONAL HATCH - EXTENT

OF DEMOLITION OF EXISTINGFLOOR FINISH AT RH

KNUCKLE. PREP AND PROTECTFLOORS TO RECEIVE NEW

FLOOR FINISH.

CROSS HATCH - EXTENT OF DEMOLITIONOF EXISTING RAISED CONCRETE SLAB ANDSTAIRS AT RH KNUCKLE. REFER TOSTRUCTURAL DRAWINGS. PREP TO RECEIVENEW SLAB AND FLOOR FINISH.

EXISTING COLUMNS TOREMAIN. SEE KNUCKLESECTIONS AND REFER TOSTRUCTURAL DRAWINGS.

REMOVE EXISTING DOORS ATVESITBULE AND PREPAREOPENING FOR STRUCTURALINFILL.

CREATE NEW OPENINGFOR NEW FIRE SHUTTER.REFER TO ARCHITECTURALISSUED FORCONSTRUCTIONDRAWINGS.

9' - 9 1/2"

EXISTING WOODCOLUMNS AND BEAMSREFER TO INVETORY ONA060 FOR SALVAGE TYP.

DEMOLISH EXISTING EXTERIORSTAIRS AND CONCRETE PAD.REFER TO LANDSCAPE.

DEMOLISH FINISH AROUNDEXISTING ELEVATOR. PREPAREAND PROTECT SURFACE TORECEIVE NEW FINISH.

COLUMNS TO REMAIN PERSTRUCTURAL DRAWINGS, TYP.

DEMOLISH ARCHITECTURAL FINISHAROUND COLUMNS AND PREPARE

TO RECEIVE NEW FINISH, TYP.

3

A055

4

A055

1

A055

2

A055

EXTENT & DIMENSION OFCONTRUCTION PARTITIONSTO BE COORDINATED WITH

ARCHITECT

EXISTING DOORS REFER TO INVETORYLIST ON A066 FOR SALVAGE

EXTENT OF 1.2.3 WOOD PANEL REFER TOINVETORY LIST ON A066 FOR SALVAGE

NOTE:EXTENT OF PEAVYBUILDING AT BASEMENTLEVEL TO BE REMOVED.REFER TO A066 FOREXTENT

EXTENT OF EXISTING WOODWAINSCOATING REFER TOINVETORY LIST ON A066 FORSALVAGE

EXTENT OF EXISTING WOODWAINSCOATING REFER TO INVETORYLIST ON A066 FOR SALVAGE

1

1

E5--

6

7

A6011

2A602

1

2

3 4

-

---

-

---

RICHHALL

EXISTINGPEAVYHALL

SALVAGE + DEMOLITION GENERAL NOTES

1. DRAWINGS TO BE PLOTTED IN COLOR.

2. ARCHITECTURAL DEMOLITION DRAWINGS ILLUSTRATE AGENERAL SCOPE OF WORK, IT IS THE RESPONSIBILITY OF THECONTRACTOR TO DETERMINE THE FULL SCOPE OF THEDEMOLITION REQUIRED USING EXISTING SITE CONDITIONS ANDCONTRACT DOCUMENTS.

3.REFER TO CONSULTANT DRAWINGS AND THE FOLLOWINGSPECIFICATION SECTIONS AND ALL RELATED SECTIONS FORADDITIONAL INFORMATION:• 01 56 39 – TREE AND PLANT PROTECTION• 02 41 13 – SELECTIVE SITE DEMOLITION• 02 41 19 – SELECTIVE DEMOLITION

4. RICHARDSON HALL BUILDING WILL BE OCCUPIED ON ALLLEVELS DURING PEAVY HALL SALVAGE AND DEMOLITION:• CONTRACTOR TO PROVIDE WATERPROOFING, TEMPORARY

ENCLOSURE AND SOUND ISOLATION TO ENSURE ZERO WATERINGRESS AND MAINTAIN WORKING INDOOR TEMPERATURE,AIR QUALITY AND ACOUSTIC CONDITIONS.

• EXTENT AND DIMENSION OF CONSTRUCTION PARTITIONS TOBE COORDINATED WITH ARCHITECT.

• EXISTING RICHARDSON HALL MECHANICAL, ELECTRICAL ANDLIFE SAFETY SYSTEMS TO REMAIN OPERATIONAL DURINGDEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO ENGAGE A SPECIALTY ENGINEER TOPREPARE A DEMOLITION PLAN. ENGINEER TO STAMP DRAWINGSAND COMPLETE A COMMITMENT TO GENERAL REVIEW FORM FORDEMOLITION.

6. CONTRACTOR TO ENGAGE SPECIALTY ENGINEER TO ENSURESTRUCTURES TO REMAIN ARE ADEQUATELY SUPPORTED PRIOR TOAND DURING SALVAGE AND DEMOLITION. CONTRACTOR TOMAKE GOOD ALL JUNCTIONS BETWEEN EXISTING STRUCTURESIDENTIFIED AS TO BE REMOVED AND EXISTING STRUCTURESIDENTIFIED TO REMAIN.

7. HAZARDOUS MATERIALS ARE REPORTED TO BE PRESENT IN THEEXISTING PEAVY HALL BUILDING. A REPORT ON THE PRESENCE OFHAZARDOUS MATERIALS IS ON FILE FOR REVIEW AND USE.• NOTE THAT WOOD BASED ELEMENTS - NOTED FOR SALVAGE

AND REINSTALL IN NEW CONSTRUCTION MAY BE REFERRED TOIN THIS REPORT.

8. PROTECT ALL CLADDING AND FLASHING CONDITIONS ATJUNCTION OF EXISTING RICHARDSON HALL FROM DAMAGE FORDURATION OF SALVAGE AND DEMOLITION.• ENSURE BUILDING ENVELOPE CONTINUITY IS MAINTAINED

THROUGHOUT DEMOLITION AND CONSTRUCTION.

9. NEW OPENINGS FOR SERVICE PENETRATIONS TO BECOORDINATED WITH MECHANICAL + ELECTRICAL PRIOR TODEMOLITION.

10. ALL DIMENSIONS ARE TO BE DETERMINED USING THEARCHITECTURAL ISSUED FOR CONSTRUCTION DRAWINGS ANDARE NOT TO BE INFERRED FROM THE DEMOLITION DRAWINGS.REFER TO ARCHITECTURAL IFC DRAWINGS FOR LOCATION ANDDIMENSION OF NEW OPENINGS FOR DOORS AND FIRE SHUTTERS.DIMENSIONS ON DEMOLITION DRAWINGS PROVIDED FORPRICING ONLY.

11. REFER TO A066 FOR INVENTORY LIST OF MATERIALS TO BESALVAGED AND USED IN NEW CONSTRUCTION:• CAREFULLY SALVAGE IN A MANNER TO PREVENT DAMAGE.• ITEMS INDICATED FOR REUSE WITHIN THE BUILDING TO BE

STORED BY THE CONTRACTOR / PREPARED FOR REFINISH ANDINSTALLATION. ALL OTHER ITEMS TO BE PROMPTLY RETURNEDTO THE OWNER.

• REFER TO EXISTING PEAVY HALL BUILDING DRAWINGS FOREXTENTS OF WOOD BASED MATERIALS.

• ONCE THE STRUCTURE IS EXPOSED, MGA AND EQUILIBRIUMCONSULTING SHALL REVIEW THE STRUCTURAL ELEMENTS INPERSON AND IN PLACE WITH THE CONTRACTOR TO PROVIDEFURTHER INSTRUCTION ON ELEMENTS THAT SHALL BESALVAGED FOR STRUCTURAL / ARCHITECTURAL APPLICATION.

• REFER TO A063 AND A064 FOR PHOTOGRAPHS SHOWINGHALLWAY ELEVATIONS AS INDICATED BY THE ELEVATIONMARKERS.

• REFER TO OSU_FSCSALVAGEDEMOAPPENDIX FOR ADDITIONALDOCUMENTATION OF ARTIFACTS AND WOOD ELEMENTSWIHTIN THE EXISTING BUILDING

• THIS PHOTOGRAPHIC DOCUMENTATION IS PROVIDED FORREFERENCE ONLY. CONTRACTOR TO PROVIDEDOCUMENTATION OF ALL SALAVAGED ITEMS AND ELEMENTSPER SPECIFICATION.

12. SUBMIT A LIST OF ITEMS THAT HAVE BEEN REMOVED ANDSALVAGED, INCLUDING DIMENSIONS AND CONDITIONS FOR ALLWOOD ELEMENTS INDICATED FOR POTENTIAL REUSE.• NOTIFY CONSULTANT OF ALL WOOD BASED MATERIALS

INDICATED FOR REUSE THAT MAY REQUIRE ABATEMENT.

13. CONTRACTOR TO MAKE EFFORTS TO MINIMIZE WASTE TOLANDFILL. CONTRACTOR TO TRACK THE WEIGHT OF ITEMS:• SALVAGED FOR USE IN NEW CONSTRUCTION• DIVERTED FROM LANDFILL / RECYCLED• ABATED MATERIALS• SENT TO LANDFILL

SALVAGE AND DEMO LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

*REFER TO A066 FOR INVENTORYOF SALVAGED MATERIALS

EXTENT OF FLOORFINISH TO BE REMOVED

FLOOR FINISH AND STRUCTURETO BE REMOVED (SEE STRUCTURAL)

WOOD PANEL

WANSCOATING

Michael Green Architecture Inc.

63 E CordovaVancouver, BC V6A 1K3

Phone 604.336.4770

Issue Date:Drawn:Checked:MGA Project No.:

DateDescriptionNo.

NOT

FOR

CONS

TRUC

TION

C:\Users\sheatreacy\Documents\OSU_Peavy_Central_RC16_Shea@mg-architecture.ca.rvt

2014-022STJG

08 APRIL 2016

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UP 7 INCHES

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O F F I C E O F F I C E O F F I C E O F F I C E O F F I C E O F F I C E O F F I C E STOR

O F F I C E

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O F F I C E

O F F I C E

O F F I C E

O F F I C E

O F F I C E

O F F I C E

O F F I C E

HALL

O F F I C E

O F F I C E

O F F I C E

O F F I C E

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O F F I C E

O F F I C E

O F F I C E

O F F I C E

O F F I C E

-

STOR

HELP DESK

-

-

- -

STOR

O F F I C E

O F F I C E

-

O F F I C E

A224

A222A218

A216

AH210

A210

A212

A214

A208

A204

A202

A202A

AS204

A200A284

A282

A280AA278

A276

A274

A272

AH204

A270

AS203

A258

A256

A254B

A254A254A

A252

A250BA250C

A250D A250A

A250

A248AS202

A244

A242A

A242

A240

A238

A236

AS201

A232

AE201A228

AH201

A217

A217A

A215 A213A A211 A207 A203 A201 A279 A277

A275

A273

A271

A269

A267

A265

A263

A261

A259

AH203

A237

A235

A233

A231

AH202

A229

A227

A225

A223

A221

A230

-

-

-

-

- -

-

-

-

-

A213B

UPUP

RJRIRH

RK RN

R1

R2

R3

R4

R5

R7

RO RP

Px9

Px8

Px7

PxC

Px8a

Px7a

PxC1

MATCHLINE

EPA EPB EPB1 EPB2EPCEPC1 EPC2 EPD EPE EPF EPG EPH EPH1 EPI EPI1 EPJ EPK

EP10

EP9

EP8A

EP8

EP7A

EP7

EP6A

EP6

EP5

EP4

EP3A

EP3

EP2A

EP2

EP1

3

A055

4

A055

1

A055

2

A055

DEMOLISHEXISTINGSTAIRSANDH.C. LIFT. CREATE NEW OPENING FOR DOOR

DEMOLISH DOOR AND WALL;PREPARE FOR NEW WALL INFILL.

6' - 4"

9' - 9 1/2"EXISTING RH CMU WALL TOREMAIN. REFER TO STRUCTURAL.COORDINATE OPENINGS WITHARCHITECTURAL ISSUED FORCONSTRUCTION DRAWINGS.

REMOVE EXISTING DOORS ATVESITBULE AND PREPAREOPENING FOR STRUCTURALINFILL. REFER TO STRUCTURAL

CREATE NEW OPENINGFOR DOORS. REFER TOARCHITECTURAL ISSUEDFOR CONSTRUCTIONDRAWINGS ANDSTRUCTURAL

8' - 3

"

EXISTING RH CMU WALL TOREMAIN. REFER TO STRUCTURAL.COORDINATE OPENINGS WITHARCHITECTURAL ISSUED FORCONSTRUCTION DRAWINGS.

COLUMNS TO REMAIN PERSTRUCTURAL DRAWINGS, TYP.DEMOLISH ARCHITECTURAL FINISHAROUND COLUMNS AND PREPARETO RECEIVE NEW FINISH, TYP.

AREA OPEN TO ABOVE.

DEMOLISH FINISH AROUNDEXISTING ELEVATOR. PREPAREAND PROTECT SURFACE TORECEIVE NEW FINISH.

EXISTINGELEVATORTOREMAIN

EXISTING COLUMNS ANDBEAMS TO REMAIN. SEESECTION A056 AND REFER TOSTRUCTURAL.

EDGE OFBEAMS BELOW

EXISTING DOOR ANDDOOR FRAME TOREMAIN. PROTECTAND PREPARE TORECEIVE NEW FLOORFINISH.

REMOVE EXISTING SMOKEBAFFLE AND PREPARE TORECEIVE CEILING FINISH(TO ALIGN WITH EXISTINGCEILING LEVEL).

REMOVE MILLWORKPANELS ANDPREPARE WALL TORECEIVE NEW FINISH.

EXISTING DOORS REFER TO INVETORYLIST ON A066 FOR SALVAGEEXISTING WOOD COLUMNS AND

BEAMS REFERT TO INVENTORY LIST ONA066 FOR SLAVAGE

NOTE:EXISTING GLULAM PURLINS + DECKINGREFER TO INVETORY LIST ON A066 FORSALVAGE

EXISTINGRICHARDSON

HALL

1

E6--

-

2

1E9-2- -

1E7-2- -

1

E8--

-

2

EXTENT OF 1.2.3 WOOD PANEL REFER TOINVETORY LIST ON A066 FOR SALVAGE

EXTENT & DIMENSION OFCONTRUCTION PARTITIONSTO BE COORDINATED WITH

ARCHITECT

NOTE:EXTENT OF PEAVYBUILDING AT BASEMENTLEVEL TO BE REMOVED.REFER TO A066 FOREXTENT

-

---

-

---

RICHHALL

EXISTINGPEAVYHALL

SALVAGE + DEMOLITION GENERAL NOTES

1. DRAWINGS TO BE PLOTTED IN COLOR.

2. ARCHITECTURAL DEMOLITION DRAWINGS ILLUSTRATE AGENERAL SCOPE OF WORK, IT IS THE RESPONSIBILITY OF THECONTRACTOR TO DETERMINE THE FULL SCOPE OF THEDEMOLITION REQUIRED USING EXISTING SITE CONDITIONS ANDCONTRACT DOCUMENTS.

3.REFER TO CONSULTANT DRAWINGS AND THE FOLLOWINGSPECIFICATION SECTIONS AND ALL RELATED SECTIONS FORADDITIONAL INFORMATION:• 01 56 39 – TREE AND PLANT PROTECTION• 02 41 13 – SELECTIVE SITE DEMOLITION• 02 41 19 – SELECTIVE DEMOLITION

4. RICHARDSON HALL BUILDING WILL BE OCCUPIED ON ALLLEVELS DURING PEAVY HALL SALVAGE AND DEMOLITION:• CONTRACTOR TO PROVIDE WATERPROOFING, TEMPORARY

ENCLOSURE AND SOUND ISOLATION TO ENSURE ZERO WATERINGRESS AND MAINTAIN WORKING INDOOR TEMPERATURE,AIR QUALITY AND ACOUSTIC CONDITIONS.

• EXTENT AND DIMENSION OF CONSTRUCTION PARTITIONS TOBE COORDINATED WITH ARCHITECT.

• EXISTING RICHARDSON HALL MECHANICAL, ELECTRICAL ANDLIFE SAFETY SYSTEMS TO REMAIN OPERATIONAL DURINGDEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO ENGAGE A SPECIALTY ENGINEER TOPREPARE A DEMOLITION PLAN. ENGINEER TO STAMP DRAWINGSAND COMPLETE A COMMITMENT TO GENERAL REVIEW FORM FORDEMOLITION.

6. CONTRACTOR TO ENGAGE SPECIALTY ENGINEER TO ENSURESTRUCTURES TO REMAIN ARE ADEQUATELY SUPPORTED PRIOR TOAND DURING SALVAGE AND DEMOLITION. CONTRACTOR TOMAKE GOOD ALL JUNCTIONS BETWEEN EXISTING STRUCTURESIDENTIFIED AS TO BE REMOVED AND EXISTING STRUCTURESIDENTIFIED TO REMAIN.

7. HAZARDOUS MATERIALS ARE REPORTED TO BE PRESENT IN THEEXISTING PEAVY HALL BUILDING. A REPORT ON THE PRESENCE OFHAZARDOUS MATERIALS IS ON FILE FOR REVIEW AND USE.• NOTE THAT WOOD BASED ELEMENTS - NOTED FOR SALVAGE

AND REINSTALL IN NEW CONSTRUCTION MAY BE REFERRED TOIN THIS REPORT.

8. PROTECT ALL CLADDING AND FLASHING CONDITIONS ATJUNCTION OF EXISTING RICHARDSON HALL FROM DAMAGE FORDURATION OF SALVAGE AND DEMOLITION.• ENSURE BUILDING ENVELOPE CONTINUITY IS MAINTAINED

THROUGHOUT DEMOLITION AND CONSTRUCTION.

9. NEW OPENINGS FOR SERVICE PENETRATIONS TO BECOORDINATED WITH MECHANICAL + ELECTRICAL PRIOR TODEMOLITION.

10. ALL DIMENSIONS ARE TO BE DETERMINED USING THEARCHITECTURAL ISSUED FOR CONSTRUCTION DRAWINGS ANDARE NOT TO BE INFERRED FROM THE DEMOLITION DRAWINGS.REFER TO ARCHITECTURAL IFC DRAWINGS FOR LOCATION ANDDIMENSION OF NEW OPENINGS FOR DOORS AND FIRE SHUTTERS.DIMENSIONS ON DEMOLITION DRAWINGS PROVIDED FORPRICING ONLY.

11. REFER TO A066 FOR INVENTORY LIST OF MATERIALS TO BESALVAGED AND USED IN NEW CONSTRUCTION:• CAREFULLY SALVAGE IN A MANNER TO PREVENT DAMAGE.• ITEMS INDICATED FOR REUSE WITHIN THE BUILDING TO BE

STORED BY THE CONTRACTOR / PREPARED FOR REFINISH ANDINSTALLATION. ALL OTHER ITEMS TO BE PROMPTLY RETURNEDTO THE OWNER.

• REFER TO EXISTING PEAVY HALL BUILDING DRAWINGS FOREXTENTS OF WOOD BASED MATERIALS.

• ONCE THE STRUCTURE IS EXPOSED, MGA AND EQUILIBRIUMCONSULTING SHALL REVIEW THE STRUCTURAL ELEMENTS INPERSON AND IN PLACE WITH THE CONTRACTOR TO PROVIDEFURTHER INSTRUCTION ON ELEMENTS THAT SHALL BESALVAGED FOR STRUCTURAL / ARCHITECTURAL APPLICATION.

• REFER TO A063 AND A064 FOR PHOTOGRAPHS SHOWINGHALLWAY ELEVATIONS AS INDICATED BY THE ELEVATIONMARKERS.

• REFER TO OSU_FSCSALVAGEDEMOAPPENDIX FOR ADDITIONALDOCUMENTATION OF ARTIFACTS AND WOOD ELEMENTSWIHTIN THE EXISTING BUILDING

• THIS PHOTOGRAPHIC DOCUMENTATION IS PROVIDED FORREFERENCE ONLY. CONTRACTOR TO PROVIDEDOCUMENTATION OF ALL SALAVAGED ITEMS AND ELEMENTSPER SPECIFICATION.

12. SUBMIT A LIST OF ITEMS THAT HAVE BEEN REMOVED ANDSALVAGED, INCLUDING DIMENSIONS AND CONDITIONS FOR ALLWOOD ELEMENTS INDICATED FOR POTENTIAL REUSE.• NOTIFY CONSULTANT OF ALL WOOD BASED MATERIALS

INDICATED FOR REUSE THAT MAY REQUIRE ABATEMENT.

13. CONTRACTOR TO MAKE EFFORTS TO MINIMIZE WASTE TOLANDFILL. CONTRACTOR TO TRACK THE WEIGHT OF ITEMS:• SALVAGED FOR USE IN NEW CONSTRUCTION• DIVERTED FROM LANDFILL / RECYCLED• ABATED MATERIALS• SENT TO LANDFILL

SALVAGE AND DEMO LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

*REFER TO A066 FOR INVENTORYOF SALVAGED MATERIALS

EXTENT OF FLOORFINISH TO BE REMOVED

FLOOR FINISH AND STRUCTURETO BE REMOVED (SEE STRUCTURAL)

WOOD PANEL

WANSCOATING

Michael Green Architecture Inc.

63 E CordovaVancouver, BC V6A 1K3

Phone 604.336.4770

Issue Date:Drawn:Checked:MGA Project No.:

DateDescriptionNo.

NOT

FOR

CONS

TRUC

TION

C:\Users\sheatreacy\Documents\OSU_Peavy_Central_RC16_Shea@mg-architecture.ca.rvt

2014-022STJG

08 APRIL 2016

EXIST PEAVYL2

SALVAGE+DEMO

PEAV

Y B

UIL

DIN

G

A053

OSU

FO

RES

T SC

IEN

CE

CO

MPL

E XC

OR

V ALL

IS, O

REG

ON

BID

PA C

K AG

E 0 1

- SAL

V AG

E +

DE M

O0 8

AP R

IL 2

016

1/8" = 1'-0"A055

1 SALVAGE + DEMO LEVEL 2 FLOOR PLAN

1 : 1250

KEY PLAN

RICHHALL

EXISTINGPEAVYHALL

RJRIRH

RK

RN

R1

R2

R3

R4

R5

R7

RO

Px9

Px8

Px7

Px8a

Px7a

EPA EPB EPB1 EPB2EPCEPC1 EPC2 EPD EPE EPF EPG EPH EPH1 EPI EPI1 EPJ EPK

EP10

EP9

EP8A

EP8

EP7A

EP7

EP6A

EP6

EP5

EP4

EP3A

EP3

EP2A

EP2

EP1

RICHARDSON HALL

A6513

3

A055

4

A055

1

A055

2

A055

CREATE NEW OPENING FOR DOOR. REFER TOARCHITECTURAL ISSUED FOR CONSTRUCTIONDRAWINGS & STRUCTURAL DRAWINGS

DEMOLISH FINISH AROUNDEXISTING ELEVATOR. PREPAREAND PROTECT SURFACE TORECEIVE NEW FINISH.

EXISTINGELEVATORTOREMAIN

DEMO CONCRETE SLAB BELOW AND ALLROOF ELEMENTS ABOVE - REFER TOEXISTING RH DRAWINGS FOR EXTENT -SEE A506 FOR SECTION

REMOVE FRAMING ANDFINISH UP TO BASE OFEXISTING GLULAMSTRUCTURE ABOVE

REMOVE AND SALVAGE ALLWOOD PANELLING IN RHKNUCKLE STAIRWELL

MAINTAIN WALL PANELLINGUP TO THIS POINT DURINGPEAVY AND KNUCKLEDEMOLITION

REMOVE STAIR STRUCTUREFLUSH TO FACE OF BEAM

MAIL ROOM TOREMAINUNCHANGED

OPE

N TO

BEL

OW

RICHARDSON HALL BUILDING WILL BE OCCUPIEDDURING ROOF REMOVAL ON ALL LEVELS. PROVIDEWATERPROOFING, TEMPORARY ENCLOSURE ANDSOUND ISOLATION TO ENSURE ZERO WATERINGRESS AND MAINTAIN WORKING INDOORTEMPERATURE AND ACOUSTIC CONDITIONS.

EXTENT & DIMENSION OFCONTRUCTION PARTITIONSTO BE COORDINATED WITH

ARCHITECT

OPEN TO COURTYARD BELOW

EXISTING PEAVY ROOF TOBE REMOVED REFER TOA066 FOR INVENTORY LISTFOR SALVAGE

WOOD WALK

EXISTING PEAVY ROOFSTRUCTURE REFER TOA066 INVENTORY LISTFOR SALVAGE

8

-

---

-

---

SALVAGE + DEMOLITION GENERAL NOTES

1. DRAWINGS TO BE PLOTTED IN COLOR.

2. ARCHITECTURAL DEMOLITION DRAWINGS ILLUSTRATE AGENERAL SCOPE OF WORK, IT IS THE RESPONSIBILITY OF THECONTRACTOR TO DETERMINE THE FULL SCOPE OF THEDEMOLITION REQUIRED USING EXISTING SITE CONDITIONS ANDCONTRACT DOCUMENTS.

3.REFER TO CONSULTANT DRAWINGS AND THE FOLLOWINGSPECIFICATION SECTIONS AND ALL RELATED SECTIONS FORADDITIONAL INFORMATION:• 01 56 39 – TREE AND PLANT PROTECTION• 02 41 13 – SELECTIVE SITE DEMOLITION• 02 41 19 – SELECTIVE DEMOLITION

4. RICHARDSON HALL BUILDING WILL BE OCCUPIED ON ALLLEVELS DURING PEAVY HALL SALVAGE AND DEMOLITION:• CONTRACTOR TO PROVIDE WATERPROOFING, TEMPORARY

ENCLOSURE AND SOUND ISOLATION TO ENSURE ZERO WATERINGRESS AND MAINTAIN WORKING INDOOR TEMPERATURE,AIR QUALITY AND ACOUSTIC CONDITIONS.

• EXTENT AND DIMENSION OF CONSTRUCTION PARTITIONS TOBE COORDINATED WITH ARCHITECT.

• EXISTING RICHARDSON HALL MECHANICAL, ELECTRICAL ANDLIFE SAFETY SYSTEMS TO REMAIN OPERATIONAL DURINGDEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO ENGAGE A SPECIALTY ENGINEER TOPREPARE A DEMOLITION PLAN. ENGINEER TO STAMP DRAWINGSAND COMPLETE A COMMITMENT TO GENERAL REVIEW FORM FORDEMOLITION.

6. CONTRACTOR TO ENGAGE SPECIALTY ENGINEER TO ENSURESTRUCTURES TO REMAIN ARE ADEQUATELY SUPPORTED PRIOR TOAND DURING SALVAGE AND DEMOLITION. CONTRACTOR TOMAKE GOOD ALL JUNCTIONS BETWEEN EXISTING STRUCTURESIDENTIFIED AS TO BE REMOVED AND EXISTING STRUCTURESIDENTIFIED TO REMAIN.

7. HAZARDOUS MATERIALS ARE REPORTED TO BE PRESENT IN THEEXISTING PEAVY HALL BUILDING. A REPORT ON THE PRESENCE OFHAZARDOUS MATERIALS IS ON FILE FOR REVIEW AND USE.• NOTE THAT WOOD BASED ELEMENTS - NOTED FOR SALVAGE

AND REINSTALL IN NEW CONSTRUCTION MAY BE REFERRED TOIN THIS REPORT.

8. PROTECT ALL CLADDING AND FLASHING CONDITIONS ATJUNCTION OF EXISTING RICHARDSON HALL FROM DAMAGE FORDURATION OF SALVAGE AND DEMOLITION.• ENSURE BUILDING ENVELOPE CONTINUITY IS MAINTAINED

THROUGHOUT DEMOLITION AND CONSTRUCTION.

9. NEW OPENINGS FOR SERVICE PENETRATIONS TO BECOORDINATED WITH MECHANICAL + ELECTRICAL PRIOR TODEMOLITION.

10. ALL DIMENSIONS ARE TO BE DETERMINED USING THEARCHITECTURAL ISSUED FOR CONSTRUCTION DRAWINGS ANDARE NOT TO BE INFERRED FROM THE DEMOLITION DRAWINGS.REFER TO ARCHITECTURAL IFC DRAWINGS FOR LOCATION ANDDIMENSION OF NEW OPENINGS FOR DOORS AND FIRE SHUTTERS.DIMENSIONS ON DEMOLITION DRAWINGS PROVIDED FORPRICING ONLY.

11. REFER TO A066 FOR INVENTORY LIST OF MATERIALS TO BESALVAGED AND USED IN NEW CONSTRUCTION:• CAREFULLY SALVAGE IN A MANNER TO PREVENT DAMAGE.• ITEMS INDICATED FOR REUSE WITHIN THE BUILDING TO BE

STORED BY THE CONTRACTOR / PREPARED FOR REFINISH ANDINSTALLATION. ALL OTHER ITEMS TO BE PROMPTLY RETURNEDTO THE OWNER.

• REFER TO EXISTING PEAVY HALL BUILDING DRAWINGS FOREXTENTS OF WOOD BASED MATERIALS.

• ONCE THE STRUCTURE IS EXPOSED, MGA AND EQUILIBRIUMCONSULTING SHALL REVIEW THE STRUCTURAL ELEMENTS INPERSON AND IN PLACE WITH THE CONTRACTOR TO PROVIDEFURTHER INSTRUCTION ON ELEMENTS THAT SHALL BESALVAGED FOR STRUCTURAL / ARCHITECTURAL APPLICATION.

• REFER TO A063 AND A064 FOR PHOTOGRAPHS SHOWINGHALLWAY ELEVATIONS AS INDICATED BY THE ELEVATIONMARKERS.

• REFER TO OSU_FSCSALVAGEDEMOAPPENDIX FOR ADDITIONALDOCUMENTATION OF ARTIFACTS AND WOOD ELEMENTSWIHTIN THE EXISTING BUILDING

• THIS PHOTOGRAPHIC DOCUMENTATION IS PROVIDED FORREFERENCE ONLY. CONTRACTOR TO PROVIDEDOCUMENTATION OF ALL SALAVAGED ITEMS AND ELEMENTSPER SPECIFICATION.

12. SUBMIT A LIST OF ITEMS THAT HAVE BEEN REMOVED ANDSALVAGED, INCLUDING DIMENSIONS AND CONDITIONS FOR ALLWOOD ELEMENTS INDICATED FOR POTENTIAL REUSE.• NOTIFY CONSULTANT OF ALL WOOD BASED MATERIALS

INDICATED FOR REUSE THAT MAY REQUIRE ABATEMENT.

13. CONTRACTOR TO MAKE EFFORTS TO MINIMIZE WASTE TOLANDFILL. CONTRACTOR TO TRACK THE WEIGHT OF ITEMS:• SALVAGED FOR USE IN NEW CONSTRUCTION• DIVERTED FROM LANDFILL / RECYCLED• ABATED MATERIALS• SENT TO LANDFILL

SALVAGE AND DEMO LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

*REFER TO A066 FOR INVENTORYOF SALVAGED MATERIALS

EXTENT OF FLOORFINISH TO BE REMOVED

FLOOR FINISH AND STRUCTURETO BE REMOVED (SEE STRUCTURAL)

WOOD PANEL

WANSCOATING

Michael Green Architecture Inc.

63 E CordovaVancouver, BC V6A 1K3

Phone 604.336.4770

Issue Date:Drawn:Checked:MGA Project No.:

DateDescriptionNo.

NOT

FOR

CONS

TRUC

TION

C:\Users\sheatreacy\Documents\OSU_Peavy_Central_RC16_Shea@mg-architecture.ca.rvt

2014-022Checker

SM08 APRIL 2016

EXIST PEAVYROOF + RH L3

SALVAGE+DEMO

PEAV

Y B

UIL

DIN

G

A054

OSU

FO

RES

T SC

IEN

CE

CO

MPL

E XC

OR

V ALL

IS, O

REG

ON

BID

PA C

K AG

E 0 1

- SAL

V AG

E +

DE M

O0 8

AP R

IL 2

016

1 : 1250

KEY PLAN

1/8" = 1'-0"A055

1 SALVAGE + DEMO ROOF PLAN