620-20-201 Drawings Phase 1.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

A u to d e s k D o c s /V

M O

N -0

M o n tr o s e R o o f R e p la c e m e n t/ V

M O

N -0

M o n tr o s e

R o o f R e p la c e m e n t

P h a s e

.r v t

/2

/2

:5

:4

A

M

G001

COVER SHEET MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

620-20-201

08.24.23 RS AC

BID DOCUMENTS

MISSION CRITICAL ROOFS, MONTROSE, PHASE 1

MONTROSE VAMC

2094 ALBANY POST RD

MONTROSE, NY 10548

PROJECT DIRECTORY

OWNER:

MONTROSE VAMC

2094 ALBANY POST RD

MONTROSE, NY 10548

ARCHITECT/ENGINEER:

AE WORKS, LTD

418 BEAVER ST

SEWICKLEY, PA 15143

(412) 287-7333 EXT. 209

ENIVIRONMENTAL ENGINEER:

PENNONI

501 BOYLSTON ST

BOSTON, MA 02116

(857) 214-4285

CAMPUS MAP

LOCATION MAP

SHEET INDEX

GENERAL

G001 COVER SHEET

G002 SITE PLAN

G111 PHASING PLANS

G112 PHASING PLANS

ABATEMENT

ASB103 BLDG 3 ROOF ABATEMENT PLAN

ASB106 BLDG 6 ROOF ABATEMENT PLAN

ASB113 BLDG 13 ROOF ABATEMENT PLAN

ASB114 BLDG 14 ROOF ABATEMENT PLAN

ASB117 BLDG 17 ROOF ABATEMENT PLAN

ASB136 BLDG 36 ROOF ABATEMENT PLAN

STRUCTURAL

S001 STRUCTURAL NOTES

S103 BLDG 3 ROOF FRAMING PLAN

S106 BLDG 6 ROOF FRAMING PLAN

S113 BLDG 13 ROOF FRAMING PLAN

S114 BLDG 14 ROOF FRAMING PLAN

S501 SECTIONS AND DETAILS

S502 SECTIONS AND DETAILS

FALL PROTECTION

FP-103 BLDG 3 ROOF FALL PROTECTION PLAN

FP-106 BLDG 6 ROOF FALL PROTECTION PLAN

FP-113 BLDG 13 ROOF FALL PROTECTION PLAN

FP-114 BLDG 14 ROOF FALL PROTECTION PLAN

FP-117 BLDG 17 ROOF FALL PROTECTION PLAN

FP-136 BLDG 36 ROOF FALL PROTECTION PLAN

FP-601 GUARDRAIL DETAILS

FP-602 GUARDRAIL AND FIXED LADDER DETAILS

FP-603 REPLACEMENT ROOF HATCH DETAILS

FP-604 FALL PROTECTION ANCHOR DETAILS

SITE

CONTACT: NICOLAS VASQUEZCONTACT:

KYLE MORGAN

VA CONTRACTING OFFICER'S REPRESENTATIVE

(845) 522-1338

DANY HUMPHREYS

CONTRACT SPECIALIST

(914) 737-4400 EXT. 2066

STRUCTURAL ENGINEER:

WOODS PEACOCK

5285 SHAWNEE RD

SUITE 100

ALEXANDRIA, VA 22312

(703) 658-4400

CONTACT: ERIC FRADY

COMMISSIONING:

COMMANDER'S CONCEPTS

COMMISIONING

1173 RESEARCH WAY

FOREST, VA 24523

(713) 492-1922

CONTACT: RICH DIDDAMS

CONSULTING ENGINEER:

VERTICAL ACCESS

PO BOX 4135

ITHACA, NY 14852

(607) 257-4049

CONTACT: KELLY STREETER

ESTIMATING:

TROPHY POINT

4588 SOUTH PARK AVE

BLASDELL, NY 14219

(716) 823-0006

CONTACT: RICH CHUDZIK

CONTACT: CHRIS HUTCHINS

# Revisions Date

SHEET INDEX

ARCHITECTURAL

A001 ABBREVIATIONS, NOTES AND SYMBOLS

A103 BLDG 3 ROOF PLANS & SECTION

A106 BLDG 6 ROOF PLANS & SECTION

A113 BLDG 13 ROOF PLANS & SECTION

A114 BLDG 14 ROOF PLANS & SECTION

A117 BLDG 17 ROOF PLANS & SECTION

A136 BLDG 36 ROOF PLANS & SECTION

A201 REFERENCE PARTIAL ELEVATIONS & SECTIONS BLDG 17

A202 REFERENCE ELEVATIONS TYPICAL BUILDING

A401 DETAILS

A402 DETAILS

A403 DETAILS

A404 DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E101 BLDGS 3 AND 6 LIGHTNING PROTECTION ROOF PLANS

E102 BLDGS 13 AND 14 LIGHTNING PROTECTION ROOF PLANS

E103 BLDGS 17 AND 36 LIGHTNING PROTECTION ROOF PLANS

E401 LIGHTNING PROTECTION DETAILS

KEY:

APPROXIMATE LOCATION OF

CONSTRUCTION MATERIAL LAYDOWN

AREA AND CONTRACTOR TRAILER.

CONFIRM WITH OWNER. PROVIDE 8'

CONSTRUCTION FENCING AS REQUIRED.

POTENTIAL LOCATION FOR

CONTRACTOR PARKING.

CONFIRM WITH OWNER.

FDR VETERANS HOSPITAL RD

FDR VETERANS HOSPITAL RD

BATTERY PL

BUILDING, CONNECTING CORRIDOR, OR OTHER

ELEMENT NOT WITHIN PROJECT SCOPE

EXISTING EXTERIOR

OVERHEAD DUCT

EXISTING CONNECTING

CORRIDOR - NOT IN SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT

IN SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT

IN SCOPE

EXISTING CONNECTING

CORRIDOR - NOT IN SCOPE

EXISTING CONNECTING

CORRIDOR - NOT IN SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT IN

SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT

IN SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT

IN SCOPE

EXISTING

CONNECTING

CORRIDOR - NOT

IN SCOPE

BUILDING WITHIN PROJECT SCOPE

EXISTING EXTERIOR

OVERHEAD DUCT

NEW YORK STATE

VETERAN'S HOME

PARKING

LOT A

PARKING

LOT B

PARKING

LOT C

PARKING

LOT G

PARKING

LOT H

PARKING

LOT I

ELECTRICAL GENERATOR -

MAINTAIN ACCESS

ELECTRICAL TRANSFORMER -

MAINTAIN ACCESS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

A u to d e s k D o c s /V

M O

N -0

M o n tr o s e R o o f R e p la c e m e n t/ V

M O

N -0

M o n tr o s e

R o o f R e p la c e m e n t

P h a s e

.r v t

/2

/2

:5

:5

A

M

G002

SITE PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

620-20-201

06.23.23 RS AC

100% CONSTRUCTION

DOCUMENTS

1" = 100'-0"

SITE PLAN

N

SITE PLAN & PHASING NOTES

1 ALL CONSTRUCTION WORK TO CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF

THE LOCAL JURISDICTION, THE STATE OF NEW YORK, AND THE CURRENT ADOPTED VERSION

OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR TO POST NOTICES AND

COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2 THE SITE WORK TO BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE

SUPERINTENDANT. SUFFICIENT PERSONNEL WILL BE EMPLOYED TO COMPLETE THE WORK

WITHIN THE CONTRACTED TIME. PERSONNEL TO BE SKILLED IN THE TASK ASSIGNED.

3 MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED

IN THE PERFORMANCE OF THE WORK.

4 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR

FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE

GUARANTEED. VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE

DRAWNGS AND REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION

OF THE WORK. RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR

FABRICATED ITEMS.

5 ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS

PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. COORDINATE WITH THE

OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE.

6 MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS,

DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH WILL BE PROVIDED

BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL

OFF SITE IN ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

7 EXTRANEOUS MATERIALS TO BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE

PROJECT.

8 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED

FLOORS. CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS.

CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE

COORDINATED WITH AND APPROVED BY THE VA PRIOR TO OCCURRENCE.

9 THE FACILITY IS OPERATIONAL. CONTRACTOR TO MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF

MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES TO BE COORDINATED WITH THE

CONTRACTING OFFICER SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

10 PROTECTIVE MEASURES TO BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT

PROPERTY AT ALL TIMES DURING CONSTRUCTION.

11 ALL TEMPORARY BRACING AND SHORING TO BE DESIGNED TO SUSTAIN ALL CONSTRUCTION

LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED.

12 INSTALL TEMPORARY PROTECTION FENCING AROUND TREES AND SHRUBS TO PROTECT FROM

CONSTRUCTION. THE FENCING, IF POSSIBLE, SHOULD EXTEND IN A CIRCLE AROUND THE TREES CRITICAL ROOT ZONE. THIS AREA SHOULD BE POSTED WITH SIGNAGE AS "OFF LIMITS TO ALL

CONSTRUCTION ACTIVITIES. MAINTAIN FENCE AND REMOVE WHEN CONSTRUCTION IS

COMPLETE. TREES INDICATED ON PLAN ARE FOR REFERENCE AND IN APPROXIMATE

LOCATIONS AND MAY NOT INCLUDE ALL TREES REQUIRING PROTECTION. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFO.

13 PROVIDE TEMPORARY SIDEWALK AS REQUIRED TO MAINTAIN PEDESTRIAN ACCESS DURING

CONSTRUCTION. ALL EXISTING SIDEWALK AND CURBS ARE TO BE PROTECTED DURING

CONSTRUCTION. NOTE EXISTING SIDEWALKS ARE 4" THICK AND DO NOT CONTAIN

REINFORCING.

14 CONTRACTOR IS RESPONSIBLE FOR VERIFICATION THAT THERE IS NO BLOCKAGE OF SECURITY

CAMERA COVERAGE BY SCAFFOLDING OR OTHER CONSTRUCTION ITEMS. IF BLOCKAGE

OCCURS, CONSTRACTOR IS RESPONSIBLE FOR RELOCATION OF THOSE CAMERAS. ALL OTHER

SECURITY CAMERAS WITHIN THE AREA OF WORK SHALL BE PROTECTED IN PLACE.

15 NO UTILITIES, OTHER THAN THOSE INDICATED, SHALL BE INTERUPTED OR DISTURBED. ALL FIRE

HYDRANTS, MANHOLES, AND UTILITIES SHALL BE MAINTAINED AND PROTECTED AS NECESSARY

TO PREVENT DAMAGE DURING CONSTRUCTION.

16 ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE RESTORED TO

PRE-CONSTRUCTION CONDITIONS.

17 CONSTRUCTION FENCE TO BE UTILIZED FOR ALL CONSTRUCTION WORK (NOT LIMITED TO

ABATEMENT WORK). FINAL LOCATIONS OF CONSTRUCTION GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN

18 RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE COORDINATED BETWEEN

VA AND CONTRACTOR. PARKING AND ANY IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON

CONTRACTOR'S APPROVED SITE PLAN.

19 DETAIL AND ENGINEERING OF SCAFFOLDING IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS. CONTRACTOR TO PROVIDE

TEMPORARY SIGNAGE DIRECTING BUILDING OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD

CONSTRUCTION OR DEMOLITION OCCURS. NO MORE THAN ONE EXIT FROM THE BUILDING CAN

BE CLOSED AT ANY TIME DURING THE ERECTION OR REMOVAL OF THE SCAFFOLDING.

20 ACCESS MUST BE MAINTAINED TO ALL ELECTRICAL SECTIONALIZING SWITCHES,

TRANSFORMERS, AND GENERATORS ON THE PROJECT SITE. LOCATIONS TO BE CONFIRMED

PRIOR TO CONSTRUCTION.

21 CONTRACTOR RESPONSIBLE FOR PROVIDING JERSEY BARRIERS AT PROTECTION

SCAFFOLDING IN ANY LOADING OR VEHICULAR AREAS AND ELSEWHERE AS REQUIRED IN THE

VA PHYSICAL SECURITY GUIDE.

22 CONTRACTOR MUST MAINTAIN FREE ACCESS FROM THE STREET TO ALL FIRE HYDRANTS,

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTIONS, AND STANDPIPES WITHIN STAIRWELLS

AT ALL TIMES.

# Revisions Date

Project Title

Location

Issue Date Checked Drawn

Phase

Sprinkler Status

MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

08.24.23 RS AC

BID DOCUMENTS

BLDG 36

TEMPORARY

PROTECTION

SCAFFOLDING

8' CONSTRUCTION

FENCE WITH GATES

AS REQUIRED

BLDG 37

MH

MH

MH

FH

DANGER TAPE

EXISTING

PARKING AREA

ELECTRICAL

MANHOLE

BLDG 13

EXISTING EXTERIOR

OVERHEAD DUCT

- NOT IN SCOPE

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

T Y

P

TEMPORARY

PROTECTION

SCAFFOLDING

TEMPORARY

PROTECTION

SCAFFOLDING

8' CONSTRUCTION

FENCE WITH GATES AS

REQUIRED

TEMPORARY PROTECTION SCAFFOLDING

OVER CONNECTING CORRIDOR

TEMPORARY PROTECTION

SCAFFOLDING OVER

CONNECTING CORRIDOR

MH

MH

MH

MH

MH

MH

TEMPORARY SIDEWALK

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS REQUIRED -

CONFIRM WITH VA; LOCATIONS TO BE

CONFIRMED

EXISTING LOADING DOCK

FUTURE STAIR TOWER -

NOT IN SCOPE

FUTURE STAIR TOWER -

NOT IN SCOPE

ELECTRICAL

MANHOLE

EXISTING EQUIPMENT

EXISTING

EQUIPMENT

FUTURE CHILLERS

TEMPORARY PROTECTION

SCAFFOLDING

FIRE DEPARTMENT CONNECTION

- MAINTAIN ACCESS

TEMPORARY PROTECTION SCAFFOLDING

BLDG 16 - NOT IN SCOPE

BLDG 17

T Y

P

TEMPORARY

PROTECTION

SCAFFOLDING

TEMPORARY SIDEWALK

8' CONSTRUCTION FENCE

WITH GATES AS REQUIRED

CB

MH

FH

MHMH

MH MH

MH

MH

MH

MH

FH

TEMPORARY

PROTECTION

SCAFFOLDING

STAIR TOWER ADDITION

(NOT IN SCOPE)

MH

EXISTING SECURITY

CAMERA - PROTECT /

RELOCATE AS REQUIRED -

CONFIRM WITH VA;

LOCATIONS TO BE

CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

PARKING AREA TO BE CLOSED

DURING BLDG PHASE I

EXISTING LOADING DOCK

EXISTING PARKING SPACES

8' CONSTRUCTION FENCE

WITH GATES AS

NECESSARY FOR

CONSTRUCTION

ROAD CLOSURE AS NECESSARY

FOR CONSTRUCTION DURING

BUILDING PHASE II. PROVIDE

TRAFFIC BARRIERS AS

NECESSARY. INCLUDE ON

SUBMITTED CONSTRUCTION SITE

PLAN FOR APPROVAL.

NOTE: CONSTRUCTION ON BUILDING 17 TO BE

DIVIDED INTO TWO PRIMARY PHASES - EAST

AND WEST PHASES TO ALLOW FOR DELIVERY

ACCESS TO ONE END OF THE LOADING DOCK

OR THE OTHER AT ALL TIMES. BLDG PHASE IBLDG PHASE II

PARKING AREA TO BE CLOSED

DURING BLDG PHASE I & II

25' - 0" 25' - 0"

AREA ENCLOSED DURING PHASE II.

AREA ENCLOSED DURING PHASE I & II.

AREA ENCLOSED DURING PHASE I.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

A u to d e s k D o c s /V

M O

N -0

M o n tr o s e R o o f R e p la c e m e n t/ V

M O

N -0

M o n tr o s e

R o o f R e p la c e m e n t

P h a s e

.r v t

/2

/2

:5

:5

A

M

G111

PHASING PLANS MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

620-20-201

06.23.23 RS AC

100% CONSTRUCTION

DOCUMENTS

SITE PLAN & PHASING NOTES

1 ALL CONSTRUCTION WORK TO CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF

THE LOCAL JURISDICTION, THE STATE OF NEW YORK, AND THE CURRENT ADOPTED VERSION

OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR TO POST NOTICES AND

COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2 THE SITE WORK TO BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE

SUPERINTENDANT. SUFFICIENT PERSONNEL WILL BE EMPLOYED TO COMPLETE THE WORK

WITHIN THE CONTRACTED TIME. PERSONNEL TO BE SKILLED IN THE TASK ASSIGNED.

3 MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED

IN THE PERFORMANCE OF THE WORK.

4 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR

FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE

GUARANTEED. VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE

DRAWNGS AND REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION

OF THE WORK. RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR

FABRICATED ITEMS.

5 ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS

PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. COORDINATE WITH THE

OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE.

6 MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS,

DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH WILL BE PROVIDED

BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL

OFF SITE IN ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

7 EXTRANEOUS MATERIALS TO BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE

PROJECT.

8 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED

FLOORS. CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS.

CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE

COORDINATED WITH AND APPROVED BY THE VA PRIOR TO OCCURRENCE.

9 THE FACILITY IS OPERATIONAL. CONTRACTOR TO MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF

MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES TO BE COORDINATED WITH THE

CONTRACTING OFFICER SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

10 PROTECTIVE MEASURES TO BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT

PROPERTY AT ALL TIMES DURING CONSTRUCTION.

11 ALL TEMPORARY BRACING AND SHORING TO BE DESIGNED TO SUSTAIN ALL CONSTRUCTION

LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED.

12 INSTALL TEMPORARY PROTECTION FENCING AROUND TREES AND SHRUBS TO PROTECT FROM

CONSTRUCTION. THE FENCING, IF POSSIBLE, SHOULD EXTEND IN A CIRCLE AROUND THE TREES CRITICAL ROOT ZONE. THIS AREA SHOULD BE POSTED WITH SIGNAGE AS "OFF LIMITS TO ALL

CONSTRUCTION ACTIVITIES. MAINTAIN FENCE AND REMOVE WHEN CONSTRUCTION IS

COMPLETE. TREES INDICATED ON PLAN ARE FOR REFERENCE AND IN APPROXIMATE

LOCATIONS AND MAY NOT INCLUDE ALL TREES REQUIRING PROTECTION. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFO.

13 PROVIDE TEMPORARY SIDEWALK AS REQUIRED TO MAINTAIN PEDESTRIAN ACCESS DURING

CONSTRUCTION. ALL EXISTING SIDEWALK AND CURBS ARE TO BE PROTECTED DURING

CONSTRUCTION. NOTE EXISTING SIDEWALKS ARE 4" THICK AND DO NOT CONTAIN

REINFORCING.

14 CONTRACTOR IS RESPONSIBLE FOR VERIFICATION THAT THERE IS NO BLOCKAGE OF SECURITY

CAMERA COVERAGE BY SCAFFOLDING OR OTHER CONSTRUCTION ITEMS. IF BLOCKAGE

OCCURS, CONSTRACTOR IS RESPONSIBLE FOR RELOCATION OF THOSE CAMERAS. ALL OTHER

SECURITY CAMERAS WITHIN THE AREA OF WORK SHALL BE PROTECTED IN PLACE.

15 NO UTILITIES, OTHER THAN THOSE INDICATED, SHALL BE INTERUPTED OR DISTURBED. ALL FIRE

HYDRANTS, MANHOLES, AND UTILITIES SHALL BE MAINTAINED AND PROTECTED AS NECESSARY

TO PREVENT DAMAGE DURING CONSTRUCTION.

16 ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE RESTORED TO

PRE-CONSTRUCTION CONDITIONS.

17 CONSTRUCTION FENCE TO BE UTILIZED FOR ALL CONSTRUCTION WORK (NOT LIMITED TO

ABATEMENT WORK). FINAL LOCATIONS OF CONSTRUCTION GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN

18 RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE COORDINATED BETWEEN

VA AND CONTRACTOR. PARKING AND ANY IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON

CONTRACTOR'S APPROVED SITE PLAN.

19 DETAIL AND ENGINEERING OF SCAFFOLDING IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS. CONTRACTOR TO PROVIDE

TEMPORARY SIGNAGE DIRECTING BUILDING OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD

CONSTRUCTION OR DEMOLITION OCCURS. NO MORE THAN ONE EXIT FROM THE BUILDING CAN

BE CLOSED AT ANY TIME DURING THE ERECTION OR REMOVAL OF THE SCAFFOLDING.

20 ACCESS MUST BE MAINTAINED TO ALL ELECTRICAL SECTIONALIZING SWITCHES,

TRANSFORMERS, AND GENERATORS ON THE PROJECT SITE. LOCATIONS TO BE CONFIRMED

PRIOR TO CONSTRUCTION.

21 CONTRACTOR RESPONSIBLE FOR PROVIDING JERSEY BARRIERS AT PROTECTION

SCAFFOLDING IN ANY LOADING OR VEHICULAR AREAS AND ELSEWHERE AS REQUIRED IN THE

VA PHYSICAL SECURITY GUIDE.

22 CONTRACTOR MUST MAINTAIN FREE ACCESS FROM THE STREET TO ALL FIRE HYDRANTS,

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTIONS, AND STANDPIPES WITHIN STAIRWELLS

AT ALL TIMES.

N

# Revisions Date

1" = 40'-0"

PHASING PLAN

Project Title

Location

Issue Date Checked Drawn

Phase

Sprinkler Status

MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

BLDG 3

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

T Y

P

TEMPORARY

PROTECTION

SCAFFOLDING

TEMPORARY

PROTECTION

SCAFFOLDING

8' CONSTRUCTION

FENCE WITH GATES

AS REQUIRED

TEMPORARY PROTECTION

SCAFFOLDING OVER

CONNECTING CORRIDOR

TEMPORARY PROTECTION

SCAFFOLDING OVER CONNECTING

CORRIDOR

TEMPORARY

PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION SCAFFOLDING

OVER CONNECTING CORRIDOR

MH

MH

MH

MH

MH

MH

FH

FH

TEMPORARY

PROTECTION

SCAFFOLDING

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING

PARKING LOT

EXISTING PARKING

TEMPORARY PROTECTION

SCAFFOLDING

EXISTING

EQUIPMENT

EXISTING EQUIPMENT

EXISTING EQUIPMENT

EXISTING EQUIPMENT

ELECTRICAL

MANHOLE

EXISTING TRANSFORMER

TEMPORARY

PROTECTION

SCAFFOLDING

FIRE DEPARTMENT CONNECTION

- MAINTAIN ACCESS

TEMPORARY PROTECTION SCAFFOLDING

BLDG 14

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

EXISTING EXTERIOR OVERHEAD DUCT

- NOT IN SCOPE

T Y

P

TEMPORARY SIDEWALK

TEMPORARY PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION

SCAFFOLDING

8' CONSTRUCTION FENCE

WITH GATES AS REQUIRED

TEMPORARY PROTECTION

SCAFFOLDING OVER

CONNECTING CORRIDOR

TEMPORARY PROTECTION

SCAFFOLDING OVER

CONNECTING CORRIDOR

MH

MH

MH

MH

MH

MH MH

MH

FH

TEMPORARY PROTECTION

SCAFFOLDING

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING FUEL TANK

EXISTING LOADING DOCK

EXISTING GENERATOR

BUILDING - MAINTAIN ACCESS

EXISTING EQUIPMENT

EXISTING EQUIPMENT

TEMPORARY PROTECTION

SCAFFOLDING

FIRE DEPARTMENT CONNECTION -

MAINTAIN ACCESS

BLDG 6

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

EXISTING CONNECTING CORRIDOR

- NOT IN SCOPE

T Y

P

TEMPORARY SIDEWALK

TEMPORARY

PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION

SCAFFOLDING

8' CONSTRUCTION FENCE WITH

GATES AS REQUIRED

EXISTING EQUIPMENTTEMPORARY PROTECTION

SCAFFOLDING

TEMPORARY PROTECTION SCAFFOLDING

OVER CONNECTING CORRIDOR

TEMPORARY SIDEWALK

TEMPORARY SIDEWALK

EXISTING COMMUNITY GARDEN

- PROVIDE FENCING AND PROTECT

FROM CONSTRUCTION

FH

MH

MH

MH

FH

MH

MH

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

TEMPORARY

PROTECTION

SCAFFOLDING

EXISTING SECURITY CAMERA -

PROTECT / RELOCATE AS

REQUIRED - CONFIRM WITH VA;

LOCATIONS TO BE CONFIRMED

EXISTING LOADING

DOCK

EXISTING PARKING LOT

FIRE DEPARTMENT CONNECTION -

MAINTAIN ACCESS

ROOF NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

A u to d e s k D o c s /V

M O

N -0

M o n tr o s e R o o f R e p la c e m e n t/ V

M O

N -0

M o n tr o s e

R o o f R e p la c e m e n t

P h a s e

.r v t

/2

/2

:5

:0

A

M

G112

PHASING PLANS MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

620-20-201

06.23.23 RS AC

100% CONSTRUCTION

DOCUMENTS

SITE PLAN & PHASING NOTES

1 ALL CONSTRUCTION WORK TO CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF

THE LOCAL JURISDICTION, THE STATE OF NEW YORK, AND THE CURRENT ADOPTED VERSION

OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR TO POST NOTICES AND

COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2 THE SITE WORK TO BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE

SUPERINTENDANT. SUFFICIENT PERSONNEL WILL BE EMPLOYED TO COMPLETE THE WORK

WITHIN THE CONTRACTED TIME. PERSONNEL TO BE SKILLED IN THE TASK ASSIGNED.

3 MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED

IN THE PERFORMANCE OF THE WORK.

4 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR

FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE

GUARANTEED. VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE

DRAWNGS AND REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION

OF THE WORK. RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR

FABRICATED ITEMS.

5 ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS

PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. COORDINATE WITH THE

OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE.

6 MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS,

DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH WILL BE PROVIDED

BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL

OFF SITE IN ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

7 EXTRANEOUS MATERIALS TO BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE

PROJECT.

8 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED

FLOORS. CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS.

CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE

COORDINATED WITH AND APPROVED BY THE VA PRIOR TO OCCURRENCE.

9 THE FACILITY IS OPERATIONAL. CONTRACTOR TO MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF

MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES TO BE COORDINATED WITH THE

CONTRACTING OFFICER SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

10 PROTECTIVE MEASURES TO BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT

PROPERTY AT ALL TIMES DURING CONSTRUCTION.

11 ALL TEMPORARY BRACING AND SHORING TO BE DESIGNED TO SUSTAIN ALL CONSTRUCTION

LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED.

12 INSTALL TEMPORARY PROTECTION FENCING AROUND TREES AND SHRUBS TO PROTECT FROM

CONSTRUCTION. THE FENCING, IF POSSIBLE, SHOULD EXTEND IN A CIRCLE AROUND THE TREES CRITICAL ROOT ZONE. THIS AREA SHOULD BE POSTED WITH SIGNAGE AS "OFF LIMITS TO ALL

CONSTRUCTION ACTIVITIES. MAINTAIN FENCE AND REMOVE WHEN CONSTRUCTION IS

COMPLETE. TREES INDICATED ON PLAN ARE FOR REFERENCE AND IN APPROXIMATE

LOCATIONS AND MAY NOT INCLUDE ALL TREES REQUIRING PROTECTION. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFO.

13 PROVIDE TEMPORARY SIDEWALK AS REQUIRED TO MAINTAIN PEDESTRIAN ACCESS DURING

CONSTRUCTION. ALL EXISTING SIDEWALK AND CURBS ARE TO BE PROTECTED DURING

CONSTRUCTION. NOTE EXISTING SIDEWALKS ARE 4" THICK AND DO NOT CONTAIN

REINFORCING.

14 CONTRACTOR IS RESPONSIBLE FOR VERIFICATION THAT THERE IS NO BLOCKAGE OF SECURITY

CAMERA COVERAGE BY SCAFFOLDING OR OTHER CONSTRUCTION ITEMS. IF BLOCKAGE

OCCURS, CONSTRACTOR IS RESPONSIBLE FOR RELOCATION OF THOSE CAMERAS. ALL OTHER

SECURITY CAMERAS WITHIN THE AREA OF WORK SHALL BE PROTECTED IN PLACE.

15 NO UTILITIES, OTHER THAN THOSE INDICATED, SHALL BE INTERUPTED OR DISTURBED. ALL FIRE

HYDRANTS, MANHOLES, AND UTILITIES SHALL BE MAINTAINED AND PROTECTED AS NECESSARY

TO PREVENT DAMAGE DURING CONSTRUCTION.

16 ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE RESTORED TO

PRE-CONSTRUCTION CONDITIONS.

17 CONSTRUCTION FENCE TO BE UTILIZED FOR ALL CONSTRUCTION WORK (NOT LIMITED TO

ABATEMENT WORK). FINAL LOCATIONS OF CONSTRUCTION GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN

18 RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE COORDINATED BETWEEN

VA AND CONTRACTOR. PARKING AND ANY IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON

CONTRACTOR'S APPROVED SITE PLAN.

19 DETAIL AND ENGINEERING OF SCAFFOLDING IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS. CONTRACTOR TO PROVIDE

TEMPORARY SIGNAGE DIRECTING BUILDING OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD

CONSTRUCTION OR DEMOLITION OCCURS. NO MORE THAN ONE EXIT FROM THE BUILDING CAN

BE CLOSED AT ANY TIME DURING THE ERECTION OR REMOVAL OF THE SCAFFOLDING.

20 ACCESS MUST BE MAINTAINED TO ALL ELECTRICAL SECTIONALIZING SWITCHES,

TRANSFORMERS, AND GENERATORS ON THE PROJECT SITE. LOCATIONS TO BE CONFIRMED

PRIOR TO CONSTRUCTION.

21 CONTRACTOR RESPONSIBLE FOR PROVIDING JERSEY BARRIERS AT PROTECTION

SCAFFOLDING IN ANY LOADING OR VEHICULAR AREAS AND ELSEWHERE AS REQUIRED IN THE

VA PHYSICAL SECURITY GUIDE.

22 CONTRACTOR MUST MAINTAIN FREE ACCESS FROM THE STREET TO ALL FIRE HYDRANTS,

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTIONS, AND STANDPIPES WITHIN STAIRWELLS

AT ALL TIMES.

N

# Revisions Date

1" = 40'-0"

PHASING PLAN

Project Title

Location

Issue Date Checked Drawn

Phase

Sprinkler Status

MISSION CRITICAL ROOFS,

MONTROSE, PHASE 1

2094 ALBANY POST RD, MONTROSE, NY 10548

A103

BUILDING ADDITION

ROOF BELOW

(NOT IN SCOPE)

EXISTING

MECH

EQUIP

BUILDING ADDITION

ROOF BELOW

(NOT IN SCOPE)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com®

Au to de sk

D oc s:

//V

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N -0

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M O

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3:

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PM

ASB103

BLDG 3 ROOF ABATEMENT PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 2

2094 ALBANY POST RD, MONTROSE, NY 10548

620-23-205

8.24.2023 NV

BID DOCUMENTS

ABATEMENT LEGEND

# Revisions Date

1/16" = 1'-0"1 BUILDING 3 ROOF ABATEMENT PLAN

REMOTE DECONTAMINATION UNIT

ACM ROOFING AND CAULKING

25 FT PERIMETER CONSTRUCTION FENCING

WASTE CONTAINER

AIR SAMPLE LOCATION

WASTE DECONTAMINATION UNIT

GENERAL ABATEMENT NOTES

1. MATERIALS AND QUANTITIES SCHEDULED FOR ABATEMENT:

1,075 SQUARE FEET OF GREEN EPOXY GUTTER COATING ASSOCIATED

WITH THE PITCHED ROOF

500 SQUARE FEET AND 1,175 LINEAR FEET OF WHITE FLASHING

ASSOCIATED WITH THE ROOF EDGE ON THE PITCHED ROOF AND THE

ROOF VALLEYS

12,750 SQUARE FEET OF FELT PAPER UNDER CLAY TILE ASSOCIATED

WITH THE PITCHED ROOF

90 LINEAR FEET OF BLACK PATCH FLASHING TAR ASSOCIATED WITH

THE PITCHED ROOF

40 SQUARE FEET OF RED NAIL CAULK AT COPPER ASSOCIATED WITH

THE PITCHED ROOF

200 SQUARE FEET OF BLACK FLASHING ASSOCIATED WITH THE FLAT

ROOF

120 LINEAR FEET OF WHITE CAPSTONE FLASHING ASSOCIATED WITH

THE FLAT ROOF

40 LINEAR FEET OF MECHANICAL EQUIPMENT CAULKING ASSOCIATED

WITH THE FLAT ROOF

2. ABATEMENT IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE

DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

ABATEMENT REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE CONTRACT DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE WITH THE VETERANS

ADMINISTRATION (VA) FOR SEQUENCE AND PHASING OF ABATEMENT,

WASTE RECEPTACLE PLACEMENT, ELEVATOR USAGE, HVAC ISOLATION,

AND OTHER SHUT DOWNS SO AS NOT TO DISRUPT THE ONGOING

OPERATION OF THE MEDICAL CENTER FACILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STATING OF

WORK AS TO PROTECT AND ENSURE THAT IT WILL NOT HAVE ANY

INTERFERENCE OF ACCESS TO OR FROM FIRE EGRESSES, ELEVATORS,

ETC. COORDINATE PHASING WITH VA.

5. REMOVE ALL SLATE SHINGLES TO IN ORDER TO FACILITATE COMPLETE

REMOVAL OF ASBESTOS CONTAINING FELT PAPER.

6. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVE

DEMOLITION/REMOVAL OF ITEMS REQUIRE FOR ASBESTOS ABATEMENT

NOT INDICATED ON THE DEMOLITION PLANS. THE CONTRACTOR IS TO

PATCH/REPAIR/REPLACE ITEMS REMOVED OR EFFECTED BY ASBESTOS

ABATEMENT AS REQUIRED FOR CODE COMPLIANCE AND LIFE SAFETY.

7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS

OF THE INFECTION CONTROL RISK ASSESSMENT (IRCA) AND INTERIM LIFE

SAFETY MEASURES (ILSM) PLANS PERTAINING TO ABATEMENT ACTIVITIES.

8. ROOF TEAR OFF SHALL BE COMPLETED IN SECTIONS WHICH WILL

ALLOW FOR THE COMPLETE REPLACEMENT BY THE END OF EACH SHIFT.

THE REGULATED WORK AREAS SHALL BE REDUCED SEQUENTIALLY AS

TEAR OFF IS COMPLETED TO ALLOW FOR ROOF REPLACEMENT.

9. CONTRACTOR SHALL UTILIZE ONSITE WATER SUPPLY AND SANITARY

SEWER FOR ABATEMENT ACTIVITIES.

10. CONTRACTOR SHALL PROVIDE AN 8' CHAIN LINK CONSTRUCTION FENCE

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS. GATES

EQUIPPED WITH HASPS AND PADLOCKS SHALL BE PROVIDED AS REQUIRED

FOR ACCESS. FINAL LOCATIONS OF GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN. FENCE FABRIC

SHALL BE FASTENED TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TO TOP AND BOTTOM RAILS WITH TIE WIRES. POSTS ARE

TO BE ANCHORED ON SURFACE STANDS WITH FOUR SANDBAGS AT EACH

POST. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. ASBESTOS

DANGER SIGNAGE COMPLIANT WITH 29 CFR 1926.1101 SHALL BE SECURED

TO FENCING DELINEATING THE REGULATED AREA AT INTERVALS OF NO

LESS THAN 20 FEET.

11. CONTRACTOR SHALL PLACE WASTE RECEPTACLE AT LEAST 30' AWAY

FROM THE BUILDING.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

CONNECTING CORRIDOR FROM DAMAGE.

13. THE HVAC SYSTEM ON BUILDING 3 CANNOT BE SHUTDOWN DUE TO

ONGOING HOSPITAL OPERATIONS OCCURRING WITHIN THE BUILDING. THE

CONTRACTOR MUST SUBMIT A PLAN TO REROUTE INTAKE AND EXHAUST

AIR AWAY FROM THE ROOFTOP DURING ABATEMENT ACTIVITIES.

14. RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE

COORDINATED BETWEEN VA AND CONTRACTOR. PARKING AND ANY

IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON CONTRACTOR'S APPROVED

SITE PLAN.

15. CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS.

CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE DIRECTING BUILDING

OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD CONSTRUCTION OR

DEMOLITION OCCURS.

16. CONTRACTOR SHALL PERFORM ABATEMENT IN A MANNER THAT DOES

NOT DAMAGE REMAINING MATERIALS.

RC

N

620-20-201

A106

EXISTING

MECH

EQUIP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com

Au to de sk

D oc s:

//V

M O

N -0

M on tro se R oo f R ep la ce m en t/V

M O

N -0

M on tro se R oo f R ep la ce m en t.r vt

/3 /2

3:

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PM

ASB106

BLDG 6 ROOF ABATEMENT PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 2

2094 ALBANY POST RD, MONTROSE, NY 10548

620-23-205

8.24.2023 RC NV

BID DOCUMENTS

# Revisions Date

1/16" = 1'-0"1 BUILDING 6 ROOF ABATEMENT PLAN

ABATEMENT LEGEND

REMOTE DECONTAMINATION UNIT

ACM ROOFING AND CAULKING

25 FT PERIMETER CONSTRUCTION FENCING

WASTE CONTAINER

AIR SAMPLE LOCATION

WASTE DECONTAMINATION UNIT

GENERAL ABATEMENT NOTES

N

1. MATERIALS AND QUANTITIES SCHEDULED FOR ABATEMENT:

1,075 SQUARE FEET OF GREEN EPOXY GUTTER COATING ASSOCIATED

WITH THE PITCHED ROOF

500 SQUARE FEET AND 1,175 LINEAR FEET OF WHITE FLASHING

ASSOCIATED WITH THE ROOF EDGE ON THE PITCHED ROOF AND THE

ROOF VALLEYS

12,750 SQUARE FEET OF FELT PAPER UNDER CLAY TILE ASSOCIATED

WITH THE PITCHED ROOF

90 LINEAR FEET OF BLACK PATCH FLASHING TAR ASSOCIATED WITH

THE PITCHED ROOF

40 SQUARE FEET OF RED NAIL CAULK AT COPPER ASSOCIATED WITH

THE PITCHED ROOF

200 SQUARE FEET OF FELT PAPER ASSOCIATED WITH THE PARAPET

WALLS ON THE FLAT ROOF

200 SQUARE FEET OF BLACK FLASHING ASSOCIATED WITH THE FLAT

ROOF

120 LINEAR FEET OF WHITE CAPSTONE FLASHING ASSOCIATED WITH

THE FLAT ROOF

40 LINEAR FEET OF MECHANICAL EQUIPMENT CAULKING ASSOCIATED

WITH THE FLAT ROOF

2. ABATEMENT IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE

DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

ABATEMENT REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE CONTRACT DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE WITH THE VETERANS

ADMINISTRATION (VA) FOR SEQUENCE AND PHASING OF ABATEMENT,

WASTE RECEPTACLE PLACEMENT, ELEVATOR USAGE, HVAC ISOLATION,

AND OTHER SHUT DOWNS SO AS NOT TO DISRUPT THE ONGOING

OPERATION OF THE MEDICAL CENTER FACILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STATING OF

WORK AS TO PROTECT AND ENSURE THAT IT WILL NOT HAVE ANY

INTERFERENCE OF ACCESS TO OR FROM FIRE EGRESSES, ELEVATORS,

ETC. COORDINATE PHASING WITH VA.

5. REMOVE ALL SLATE SHINGLES TO IN ORDER TO FACILITATE COMPLETE

REMOVAL OF ASBESTOS CONTAINING FELT PAPER.

6. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVE

DEMOLITION/REMOVAL OF ITEMS REQUIRE FOR ASBESTOS ABATEMENT

NOT INDICATED ON THE DEMOLITION PLANS. THE CONTRACTOR IS TO

PATCH/REPAIR/REPLACE ITEMS REMOVED OR EFFECTED BY ASBESTOS

ABATEMENT AS REQUIRED FOR CODE COMPLIANCE AND LIFE SAFETY.

7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS

OF THE INFECTION CONTROL RISK ASSESSMENT (IRCA) AND INTERIM LIFE

SAFETY MEASURES (ILSM) PLANS PERTAINING TO ABATEMENT ACTIVITIES.

8. ROOF TEAR OFF SHALL BE COMPLETED IN SECTIONS WHICH WILL

ALLOW FOR THE COMPLETE REPLACEMENT BY THE END OF EACH SHIFT.

THE REGULATED WORK AREAS SHALL BE REDUCED SEQUENTIALLY AS

TEAR OFF IS COMPLETED TO ALLOW FOR ROOF REPLACEMENT.

9. CONTRACTOR SHALL UTILIZE ONSITE WATER SUPPLY AND SANITARY

SEWER FOR ABATEMENT ACTIVITIES.

10. CONTRACTOR SHALL PROVIDE AN 8' CHAIN LINK CONSTRUCTION FENCE

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS. GATES

EQUIPPED WITH HASPS AND PADLOCKS SHALL BE PROVIDED AS REQUIRED

FOR ACCESS. FINAL LOCATIONS OF GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN. FENCE FABRIC

SHALL BE FASTENED TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TO TOP AND BOTTOM RAILS WITH TIE WIRES. POSTS ARE

TO BE ANCHORED ON SURFACE STANDS WITH FOUR SANDBAGS AT EACH

POST. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. ASBESTOS

DANGER SIGNAGE COMPLIANT WITH 29 CFR 1926.1101 SHALL BE SECURED

TO FENCING DELINEATING THE REGULATED AREA AT INTERVALS OF NO

LESS THAN 20 FEET.

11. CONTRACTOR SHALL PLACE WASTE RECEPTACLE AT LEAST 30' AWAY

FROM THE BUILDING.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

CONNECTING CORRIDOR FROM DAMAGE.

13. THE HVAC SYSTEM ON BUILDING 6 CANNOT BE SHUTDOWN DUE TO

ONGOING HOSPITAL OPERATIONS OCCURRING WITHIN THE BUILDING. THE

CONTRACTOR MUST SUBMIT A PLAN TO REROUTE INTAKE AND EXHAUST

AIR AWAY FROM THE ROOFTOP DURING ABATEMENT ACTIVITIES.

14. RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE

COORDINATED BETWEEN VA AND CONTRACTOR. PARKING AND ANY

IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON CONTRACTOR'S APPROVED

SITE PLAN.

15. CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS.

CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE DIRECTING BUILDING

OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD CONSTRUCTION OR

DEMOLITION OCCURS.

16. CONTRACTOR SHALL PERFORM ABATEMENT IN A MANNER THAT DOES

NOT DAMAGE REMAINING MATERIALS.

A113

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com

Au to de sk

D oc s:

//V

M O

N -0

M on tro se R oo f R ep la ce m en t/V

M O

N -0

M on tro se R oo f R ep la ce m en t.r vt

/3 /2

3:

:4

PM

ASB113

BLDG 13 ROOF ABATEMENT PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 2

2094 ALBANY POST RD, MONTROSE, NY 10548

620-23-205

8.24.2023 RC NV

BID DOCUMENTS

# Revisions Date

1/16" = 1'-0"1 BUILDING 13 ROOF ABATEMENT PLAN

ABATEMENT LEGEND

REMOTE DECONTAMINATION UNIT

ACM ROOFING AND CAULKING

25 FT PERIMETER CONSTRUCTION FENCING

WASTE CONTAINER

AIR SAMPLE LOCATION

WASTE DECONTAMINATION UNIT

GENERAL ABATEMENT NOTES

N

1. MATERIALS AND QUANTITIES SCHEDULED FOR ABATEMENT:

40 SQUARE FEET OF RED NAIL CAULK AT COPPER ASSOCIATED WITH

THE PITCHED ROOF

12,750 SQUARE FEET OF FELT PAPER UNDER CLAY TILE ASSOCIATED

WITH THE PITCHED ROOF

500 SQUARE FEET AND 1,175 LINEAR FEET OF WHITE FLASHING

ASSOCIATED WITH THE ROOF EDGE ON THE PITCHED ROOF AND THE

ROOF VALLEYS

40 LINEAR FEET OF MECHANICAL EQUIPMENT CAULKING ASSOCIATED

WITH THE FLAT ROOF

200 SQUARE FEET OF BLACK ASPHALTIC FLASHING ASSOCIATED WITH

THE FLAT ROOF

120 LINEAR FEET OF WHITE CAPSTONE CAULKING ASSOCIATED WITH

THE FLAT ROOF

800 SQUARE FEET OF BUILT-UP ASPHALT ROOF ASSOCIATED WITH THE

FLAT ROOF

2. ABATEMENT IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE

DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

ABATEMENT REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE CONTRACT DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE WITH THE VETERANS

ADMINISTRATION (VA) FOR SEQUENCE AND PHASING OF ABATEMENT,

WASTE RECEPTACLE PLACEMENT, ELEVATOR USAGE, HVAC ISOLATION,

AND OTHER SHUT DOWNS SO AS NOT TO DISRUPT THE ONGOING

OPERATION OF THE MEDICAL CENTER FACILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STATING OF

WORK AS TO PROTECT AND ENSURE THAT IT WILL NOT HAVE ANY

INTERFERENCE OF ACCESS TO OR FROM FIRE EGRESSES, ELEVATORS,

ETC. COORDINATE PHASING WITH VA.

5. REMOVE ALL SLATE SHINGLES TO IN ORDER TO FACILITATE COMPLETE

REMOVAL OF ASBESTOS CONTAINING FELT PAPER.

6. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVE

DEMOLITION/REMOVAL OF ITEMS REQUIRE FOR ASBESTOS ABATEMENT

NOT INDICATED ON THE DEMOLITION PLANS. THE CONTRACTOR IS TO

PATCH/REPAIR/REPLACE ITEMS REMOVED OR EFFECTED BY ASBESTOS

ABATEMENT AS REQUIRED FOR CODE COMPLIANCE AND LIFE SAFETY.

7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS

OF THE INFECTION CONTROL RISK ASSESSMENT (IRCA) AND INTERIM LIFE

SAFETY MEASURES (ILSM) PLANS PERTAINING TO ABATEMENT ACTIVITIES.

8. ROOF TEAR OFF SHALL BE COMPLETED IN SECTIONS WHICH WILL

ALLOW FOR THE COMPLETE REPLACEMENT BY THE END OF EACH SHIFT.

THE REGULATED WORK AREAS SHALL BE REDUCED SEQUENTIALLY AS

TEAR OFF IS COMPLETED TO ALLOW FOR ROOF REPLACEMENT.

9. CONTRACTOR SHALL UTILIZE ONSITE WATER SUPPLY AND SANITARY

SEWER FOR ABATEMENT ACTIVITIES.

10. CONTRACTOR SHALL PROVIDE AN 8' CHAIN LINK CONSTRUCTION FENCE

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS. GATES

EQUIPPED WITH HASPS AND PADLOCKS SHALL BE PROVIDED AS REQUIRED

FOR ACCESS. FINAL LOCATIONS OF GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN. FENCE FABRIC

SHALL BE FASTENED TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TO TOP AND BOTTOM RAILS WITH TIE WIRES. POSTS ARE

TO BE ANCHORED ON SURFACE STANDS WITH FOUR SANDBAGS AT EACH

POST. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. ASBESTOS

DANGER SIGNAGE COMPLIANT WITH 29 CFR 1926.1101 SHALL BE SECURED

TO FENCING DELINEATING THE REGULATED AREA AT INTERVALS OF NO

LESS THAN 20 FEET.

11. CONTRACTOR SHALL PLACE WASTE RECEPTACLE AT LEAST 30' AWAY

FROM THE BUILDING.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

CONNECTING CORRIDOR FROM DAMAGE.

13. THE HVAC SYSTEM ON BUILDING 13 CANNOT BE SHUTDOWN DUE TO

ONGOING HOSPITAL OPERATIONS OCCURRING WITHIN THE BUILDING. THE

CONTRACTOR MUST SUBMIT A PLAN TO REROUTE INTAKE AND EXHAUST

AIR AWAY FROM THE ROOFTOP DURING ABATEMENT ACTIVITIES.

14. RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE

COORDINATED BETWEEN VA AND CONTRACTOR. PARKING AND ANY

IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON CONTRACTOR'S APPROVED

SITE PLAN.

15. CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS.

CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE DIRECTING BUILDING

OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD CONSTRUCTION OR

DEMOLITION OCCURS.

16. CONTRACTOR SHALL PERFORM ABATEMENT IN A MANNER THAT DOES

A114

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com

Au to de sk

D oc s:

//V

M O

N -0

M on tro se R oo f R ep la ce m en t/V

M O

N -0

M on tro se R oo f R ep la ce m en t.r vt

/3 /2

3:

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PM

ASB114

BLDG 14 ROOF ABATEMENT PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 2

2094 ALBANY POST RD, MONTROSE, NY 10548

620-23-205

8.24.2023 RC NV

BID DOCUMENTS

# Revisions Date

1/16" = 1'-0"1 BUILDING 14 ROOF ABATEMENT PLAN

ABATEMENT LEGEND

REMOTE DECONTAMINATION UNIT

ACM ROOFING AND CAULKING

25 FT PERIMETER CONSTRUCTION FENCING

WASTE CONTAINER

AIR SAMPLE LOCATION

WASTE DECONTAMINATION UNIT

GENERAL ABATEMENT NOTES

N

1. MATERIALS AND QUANTITIES SCHEDULED FOR ABATEMENT:

1,075 SQUARE FEET OF GREEN EPOXY GUTTER COATING ASSOCIATED

WITH THE PITCHED ROOF

500 SQUARE FEET AND 1,175 LINEAR FEET OF WHITE FLASHING

ASSOCIATED WITH THE ROOF EDGE ON THE PITCHED ROOF AND THE

ROOF VALLEYS

12,750 SQUARE FEET OF FELT PAPER UNDER CLAY TILE ASSOCIATED

WITH THE PITCHED ROOF

90 LINEAR FEET OF BLACK PATCH FLASHING TAR ASSOCIATED WITH

THE PITCHED ROOF

40 SQUARE FEET OF RED NAIL CAULK AT COPPER ASSOCIATED WITH

THE PITCHED ROOF

200 SQUARE FEET OF BLACK FLASHING ASSOCIATED WITH THE FLAT

ROOF

120 LINEAR FEET OF WHITE CAPSTONE FLASHING ASSOCIATED WITH

THE FLAT ROOF

40 LINEAR FEET OF MECHANICAL EQUIPMENT CAULKING ASSOCIATED

WITH THE FLAT ROOF

2. ABATEMENT IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE

DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

ABATEMENT REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE CONTRACT DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE WITH THE VETERANS

ADMINISTRATION (VA) FOR SEQUENCE AND PHASING OF ABATEMENT,

WASTE RECEPTACLE PLACEMENT, ELEVATOR USAGE, HVAC ISOLATION,

AND OTHER SHUT DOWNS SO AS NOT TO DISRUPT THE ONGOING

OPERATION OF THE MEDICAL CENTER FACILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STATING OF

WORK AS TO PROTECT AND ENSURE THAT IT WILL NOT HAVE ANY

INTERFERENCE OF ACCESS TO OR FROM FIRE EGRESSES, ELEVATORS,

ETC. COORDINATE PHASING WITH VA.

5. REMOVE ALL SLATE SHINGLES TO IN ORDER TO FACILITATE COMPLETE

REMOVAL OF ASBESTOS CONTAINING FELT PAPER.

6. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVE

DEMOLITION/REMOVAL OF ITEMS REQUIRE FOR ASBESTOS ABATEMENT

NOT INDICATED ON THE DEMOLITION PLANS. THE CONTRACTOR IS TO

PATCH/REPAIR/REPLACE ITEMS REMOVED OR EFFECTED BY ASBESTOS

ABATEMENT AS REQUIRED FOR CODE COMPLIANCE AND LIFE SAFETY.

7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS

OF THE INFECTION CONTROL RISK ASSESSMENT (IRCA) AND INTERIM LIFE

SAFETY MEASURES (ILSM) PLANS PERTAINING TO ABATEMENT ACTIVITIES.

8. ROOF TEAR OFF SHALL BE COMPLETED IN SECTIONS WHICH WILL

ALLOW FOR THE COMPLETE REPLACEMENT BY THE END OF EACH SHIFT.

THE REGULATED WORK AREAS SHALL BE REDUCED SEQUENTIALLY AS

TEAR OFF IS COMPLETED TO ALLOW FOR ROOF REPLACEMENT.

9. CONTRACTOR SHALL UTILIZE ONSITE WATER SUPPLY AND SANITARY

SEWER FOR ABATEMENT ACTIVITIES.

10. CONTRACTOR SHALL PROVIDE AN 8' CHAIN LINK CONSTRUCTION FENCE

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS. GATES

EQUIPPED WITH HASPS AND PADLOCKS SHALL BE PROVIDED AS REQUIRED

FOR ACCESS. FINAL LOCATIONS OF GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN. FENCE FABRIC

SHALL BE FASTENED TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TO TOP AND BOTTOM RAILS WITH TIE WIRES. POSTS ARE

TO BE ANCHORED ON SURFACE STANDS WITH FOUR SANDBAGS AT EACH

POST. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. ASBESTOS

DANGER SIGNAGE COMPLIANT WITH 29 CFR 1926.1101 SHALL BE SECURED

TO FENCING DELINEATING THE REGULATED AREA AT INTERVALS OF NO

LESS THAN 20 FEET.

11. CONTRACTOR SHALL PLACE WASTE RECEPTACLE AT LEAST 30' AWAY

FROM THE BUILDING.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

CONNECTING CORRIDOR FROM DAMAGE.

13. THE HVAC SYSTEM ON BUILDING 14 CANNOT BE SHUTDOWN DUE TO

ONGOING HOSPITAL OPERATIONS OCCURRING WITHIN THE BUILDING. THE

CONTRACTOR MUST SUBMIT A PLAN TO REROUTE INTAKE AND EXHAUST

AIR AWAY FROM THE ROOFTOP DURING ABATEMENT ACTIVITIES.

14. RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE

COORDINATED BETWEEN VA AND CONTRACTOR. PARKING AND ANY

IMPACTS TO TRAFFIC ARE TO BE INCLUDED ON CONTRACTOR'S APPROVED

SITE PLAN.

15. CONTRACTOR TO ERECT SCAFFOLDING DURING OFF HOURS.

CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE DIRECTING BUILDING

OCCUPANTS TO NEAREST EXIT WHILE SCAFFOLD CONSTRUCTION OR

DEMOLITION OCCURS.

16. CONTRACTOR SHALL PERFORM ABATEMENT IN A MANNER THAT DOES

A117

BLDG PHASE II BLDG PHASE I

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com

Au to de sk

D oc s:

//V

M O

N -0

M on tro se R oo f R ep la ce m en t/V

M O

N -0

M on tro se R oo f R ep la ce m en t.r vt

/3 /2

3:

:5

PM

ASB117

BLDG 17 ROOF ABATEMENT PLAN MISSION CRITICAL ROOFS,

MONTROSE, PHASE 2

2094 ALBANY POST RD, MONTROSE, NY 10548

620-23-205

8.24.2023 RC NV

BID DOCUMENTS

# Revisions Date

1/16" = 1'-0"1 BUILDING 17 ROOF ABATEMENT PLAN

ABATEMENT LEGEND

REMOTE DECONTAMINATION UNIT

ACM ROOFING AND CAULKING

25 FT PERIMETER CONSTRUCTION FENCING

WASTE CONTAINER

AIR SAMPLE LOCATION

WASTE DECONTAMINATION UNIT

GENERAL ABATEMENT NOTES

1. MATERIALS AND QUANTITIES SCHEDULED FOR ABATEMENT:

10,000 SQUARE FEET OF BUILT-UP ASPHALT ROOF

500 SQUARE FEET OF FLASHING

2. ABATEMENT ON BUILDING 17 TO BE DIVIDED INTO TWO PRIMARY PHASES

- EAST AND WEST TO ALLOW FOR DELIVERY ACCESS TO ONE END OF THE

LOADING DOCK OR THE OTHER AT ALL TIMES.

3. ABATEMENT IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE

DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

ABATEMENT REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE CONTRACT DRAWINGS.

4. THE CONTRACTOR SHALL COORDINATE WITH THE VETERANS

ADMINISTRATION (VA) FOR SEQUENCE AND PHASING OF ABATEMENT,

WASTE RECEPTACLE PLACEMENT, ELEVATOR USAGE, HVAC ISOLATION,

AND OTHER SHUT DOWNS SO AS NOT TO DISRUPT THE ONGOING

OPERATION OF THE MEDICAL CENTER FACILITIES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STATING OF

WORK AS TO PROTECT AND ENSURE THAT IT WILL NOT HAVE ANY

INTERFERENCE OF ACCESS TO OR FROM FIRE EGRESSES, ELEVATORS,

ETC. COORDINATE PHASING WITH VA.

6. THE CONTRACTOR IS RESPONSIBLE FOR SELECTIVE

DEMOLITION/REMOVAL OF ITEMS REQUIRE FOR ASBESTOS ABATEMENT

NOT INDICATED ON THE DEMOLITION PLANS. THE CONTRACTOR IS TO

PATCH/REPAIR/REPLACE ITEMS REMOVED OR EFFECTED BY ASBESTOS

ABATEMENT AS REQUIRED FOR CODE COMPLIANCE AND LIFE SAFETY.

7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS

OF THE INFECTION CONTROL RISK ASSESSMENT (IRCA) AND INTERIM LIFE

SAFETY MEASURES (ILSM) PLANS PERTAINING TO ABATEMENT ACTIVITIES.

8. ROOF TEAR OFF SHALL BE COMPLETED IN SECTIONS WHICH WILL

ALLOW FOR THE COMPLETE REPLACEMENT BY THE END OF EACH SHIFT.

THE REGULATED WORK AREAS SHALL BE REDUCED SEQUENTIALLY AS

TEAR OFF IS COMPLETED TO ALLOW FOR ROOF REPLACEMENT.

9. CONTRACTOR SHALL UTILIZE ONSITE WATER SUPPLY AND SANITARY

SEWER FOR ABATEMENT ACTIVITIES.

10. CONTRACTOR SHALL PROVIDE AN 8' CHAIN LINK CONSTRUCTION FENCE

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS. GATES

EQUIPPED WITH HASPS AND PADLOCKS SHALL BE PROVIDED AS REQUIRED

FOR ACCESS. FINAL LOCATIONS OF GATES TO BE DETERMINED BY

CONTRACTOR AND INCLUDED ON APPROVED SITE PLAN. FENCE FABRIC

SHALL BE FASTENED TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TO TOP AND BOTTOM RAILS WITH TIE WIRES. POSTS ARE

TO BE ANCHORED ON SURFACE STANDS WITH FOUR SANDBAGS AT EACH

POST. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. ASBESTOS

DANGER SIGNAGE COMPLIANT WITH 29 CFR 1926.1101 SHALL BE SECURED

TO FENCING AT INTERVALS OF NO LESS THAN 20 FEET.

11. CONTRACTOR SHALL PLACE WASTE RECEPTACLE AT LEAST 30' AWAY

FROM THE BUILDING.

12. RELOCATED PARKING AND ANY NECESSARY ROAD CLOSURES TO BE

COORDINATED…