Drawings Facade A Wing Repairs.pdf

PDF 12 MB Posted Aug 11, 2026

Attached to: Z1DA--Albany VAMC 528A8-21-812 A Wing Facade Repair
Solicitation number: 36C24226B0050
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Aug 11, 2026

This is a 100% Construction Documents package for the Samuel S. Stratton Department of Veterans Affairs Medical Center in Albany, NY, detailing facade repairs, roof repairs, and interior abatement work for Project No. 528A8-21-812.

The project scope encompasses facade repairs to the A-Wing, B-Wing chapel area, and core entrance roof repairs, with a total construction duration of 30 weeks (210 days). Work is phased into six phases: Phase 1 addresses A-Wing parapet repairs (weeks 8-11); Phase 2 covers A-Wing roof work (weeks 12-15); Phase 3 and 4 include A-Wing facade cleaning and repairs (weeks 16-18 and 19-22); Phase 5 addresses core entrance area roof repairs (week 23-24); and Phase 6 encompasses B-Wing 11th floor chapel area work including asbestos abatement and mold remediation (weeks 25-29). The documents include detailed elevation drawings, repair procedures, material specifications, and construction details. Key repair work includes replacing cracked or spalled masonry, repointing open masonry joints, replacing stone units and brick, removing and replacing mortar and sealants, roof membrane repairs, window replacement, and facade cleaning. The B-Wing chapel area requires comprehensive asbestos abatement of floor tiles, mastic, and caulking, as well as mold remediation with EPA-approved disinfectants. All asbestos work must be performed by NYSDOL-certified handlers and supervisors. The construction documents include keyed notes, general notes, schedules, typical details, and infection control precautions for the occupied medical facility.

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Other files

File	Type	Posted
36C24226B0050 Amendment 0002.pdf	PDF	Aug 18, 2026
RFIs A wing Facade Repairs.pdf	PDF	Aug 18, 2026
Most Current Wage Determination.pdf	PDF	Aug 18, 2026
RFIs A wing Facade Repairs Continued.pdf	PDF	Aug 18, 2026
36C24226B0050 0001.pdf	PDF	Aug 11, 2026
A Wing Facade Repairs Sign-in Sheet.pdf	PDF	Aug 11, 2026
36C24226B0050 SOLICITATION.pdf	PDF	Jul 17, 2026
VAAR 852.219-75 LOSC.pdf	PDF	Jul 17, 2026
Wage Determination.pdf	PDF	Jul 17, 2026
Drawings A Wing Facade Repair.pdf	PDF	Jul 17, 2026
Specifications 528A8-21-812.pdf	PDF	Jul 17, 2026
Buy American Certificate.pdf	PDF	Jul 17, 2026

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SITE LOCATION

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

BUILDING 1

(AREA OF

WORK)

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

Adelaide

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1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

SITE SAFETY & PROPOSED STAGING PLAN1

SAFETY NOTES:

LEGEND:

GENERAL NOTES:

REFERENCE RADIO FREQUENCY EXPOSURE MAPS (NTS):

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CONSULTANTS:

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70 South Franklin Street Wilkes-Barre, PA 18701 570 I 824-6340 info@edpons.com edpons.com

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1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

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REGISTRATION EXPIRES: 08/31/2026

4 5 6

Coping Level (231.312' ±)

12th FL.

(228.333' ±)

11th FL.

(216.416' ±)

1 oth FL.

(203.583' ±)

9th FL.

(192.583' ±)

8th FL.

(181.583' ±)

7th FL.

(170.583' ±)

6th FL.

(159.583' ±)

5th FL.

(148.583' ±)

4th FL.

(137.125' ±)

3rd FL .

(124.520' ±)

2nd FL.

(111.916' ±)

1 st FL .

(100.000' ±)

BASEMENT

(88.089' ±)

SUB BASEMENT

(75.083' ±)

ARCHITECT /ENGINEERS:

Drawilg Trtle

A-WING

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STONE PANEL ADHESIVE IS PRESUMED ASBESTOS CONTAINING MATERIAL (PACM). DURING THE COURSE OF THE WORK. THE ADJACENT MORTAR & SEALANT REMOVAL AT THE LIMESTONE BANDS SHALL NOT DISTURB THE UNDERLYING PANEL ADHESIVE. NO DISTURBANCE OF STONE PANELS IS SCHEDULE, BUT IF ANY DISTURBANCE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, VACATE THE WORK AREA

AND CONTACT THE ENVIRONMENT AL CONSUL TANT.

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WING C WING D

ELEVATION A-3

SCALE, 1/s"-1'-o"

CORE

WING B WING A

GENERAL NOTES:

1. REFERENCE SHEETS AS-102 FOR KEYED NOTES FOR COORDINATING ARCHITECTURAL SCOPE

ON ELEVATION A-3 ..

1100% CONSTRUCTION DOCUMENT�

Project Trtle

VA STRATTON

Project NIJTlber s28A8-21-a12 11 Off ice of

UNAUTHORIZED ALTERATION OR ADDmON TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DMSION 2 OF THE N.Y. STATE EDUCATION LAW. ELEVATIONS A-3 ASBESTOS AWARENESS FACADE A WING REPAIRS L ilgNumb r Construction and Facilities Management FELLENZER Ill

FE PROJECT NO:

17· 103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940

1 845-343-1481; fx 855-320-8735

ENGINEERING LLP www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735

Approved, Ergileering Manager

DEPT OF VETERANS AFFAIRS

NElWORK CONTRACTING OFRCE 2

2875 UNION ROAD, SUITE 3500

CHEEKTOWAGA NY 14227

� I Location Ir Drawilg NIJTlber _ ALBANY, NY IDate I !Checked

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� Department of � Veterans Affairs

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10/25/24

AutoCAD SHX Text 8/28/24

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

B-WING 11TH FLR CHAPEL ABATEMENT PLAN1

1. ALL ASBESTOS CONTAINING MATERIALS (ACM) AND PRESUMED ASBESTOS CONTAINING MATERIALS (PACM) SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATION AND APPLICABLE REGULATIONS. PERSONNEL HOLDING CURRENT NEW YORK STATE DEPARTMENT OF LABOR (NYSDOL) ASBESTOS HANDLER'S CERTIFICATES SHALL PERFORM THE WORK. ADDITIONALLY, THE CONTRACTOR MUST EMPLOY NYSDOL CERTIFIED SUPERVISORS TO BE ON THE WORK SITE FOR ALL ABATEMENT ACTIVITIES. THE CONTRACTOR MUST BE CURRENTLY LICENSED BY THE NYSDOL. ALL CERTIFICATES AND LICENSES ARE TO BE READILY AVAILABLE FOR VERIFICATION BY THE VETERANS AFFAIRS MEDICAL CENTER (VAMC).

2. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL ASBESTOS-CONTAINING MATERIALS AND ASBESTOS-CONTAMINATED MATERIALS WITHIN THE SPECIFIED AREAS. ALL ASBESTOS ABATEMENT WORK SHALL BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY OTHER WORK UNLESS NOTED OTHERWISE

3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES OF ASBESTOS-CONTAINING

MATERIALS.

4. CONTRACTOR IS RESPONSIBLE FOR PRECLEANING ANY EXISTING ASBESTOS CONTAMINATION, DUST AND

DEBRIS WITHIN THE REMOVAL AREAS.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF BUILDING FINISHES. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES CAUSED BY ABATEMENT ACTIVITIES OR HIS PERSONNEL.

6. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE SCOPE OF WORK UNDER THIS CONTRACT.

7. THE WORK WILL BE PHASED TO ACCOMMODATE THE VAMC FACILITY REQUIREMENTS. WORK MAY HAVE TO BE

PERFORMED OFF-HOURS, WEEKENDS AND AT NIGHT AT NO ADDITIONAL COST TO THE VAMC.

8. THE PROJECT SHALL BE FILED AS A LARGE PROJECT WITH THE NYSDOL AND USEPA.

ASBESTOS ABATEMENT KEYNOTES QTY

GENERAL ASBESTOS ABATEMENT NOTES

AA1 REMOVE ANCHORING DEVICES AND REMOVE / DECONTAMINATE PEWS AND OTHER ITEMS

ANCHORED THROUGH ASBESTOS CONTAINING FLOOR TILE OF ALL ACM. STORE CHURCH

PEWS, KNEELERS, PULPIT, ALTAR AND ALL SIMILAR FIXED FURNISHINGS IN LOCATION

DETERMINED BY VA.

TYP. FOR 150 SQ. FT.

AA2

AA3 NOT USED

AA4 PRIOR TO ANY WINDOW REPLACEMENT WORK COMMENCING, REMOVE EXISTING STAINED

GLASS PANELS AND STORE FOR RE-INSTALLATION. REMOVE & DISPOSE OF EXTERIOR

PERIMETER PACM CAULKING AND EXISTING WINDOW SYSTEMS WITH PACM GLAZING

COMPOUND.

TYP. FOR 2,050 SQ. FT.

TYP. FOR 120 LIN FT.

CAULK & 180 LIN. FT.

GLAZING COMPOUND

AA1

REMOVE AND DISPOSE OF FLOOR TILE & MASTIC ON CONCRETE FLOOR.

AA2

AA4

AA4 AA4 AA4 AA4 AA4

B-WING 11TH FLR CHAPEL SOUTH ELEVATION ABATEMENT3

B-WING 11TH FLR CHAPEL NORTH ELEVATION ABATEMENT2

*USE PROFESSIONAL JUDGMENT TO DETERMINE PRUDENT LEVELS OF

PERSONAL PROTECTIVE EQUIPMENT AND CONTAINMENT FOR EACH

SITUATION, PARTICULARLY AS THE REMEDIATION SITE SIZE

INCREASES AND THE POTENTIAL FOR EXPOSURE AND HEALTH

EFFECTS RISES. ASSESS THE NEED FOR INCREASED PERSONAL

PROTECTIVE EQUIPMENT, IF, DURING THE REMEDIATION, MORE

EXTENSIVE CONTAMINATION IS ENCOUNTERED THAN WAS EXPECTED.

THESE GUIDELINES ARE FOR DAMAGE CAUSED BY CLEAN WATER. IF

YOU KNOW OR SUSPECT THAT THE WATER SOURCE IS CONTAMINATED

WITH SEWAGE, OR CHEMICAL OR BIOLOGICAL POLLUTANTS, THEN THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REQUIRES PPE AND CONTAINMENT. AN EXPERIENCED PROFESSIONAL

SHOULD BE CONSULTED IF YOU AND/OR YOUR REMEDIATORS DO NOT

HAVE EXPERTISE IN REMEDIATING CONTAMINATED WATER

SITUATIONS.

CLEANUP METHODS

METHOD 1: WET VACUUM (IN THE CASE OF POROUS MATERIALS, SOME

MOLD SPORES/FRAGMENTS WILL REMAIN IN THE MATERIAL BUT WILL

NOT GROW IF THE MATERIAL IS COMPLETELY DRIED). STEAM

CLEANING MAY BE AN

ALTERNATIVE FOR CARPETS AND SOME UPHOLSTERED FURNITURE.

METHOD 2: DAMP-WIPE SURFACES WITH PLAIN WATER OR WITH

WATER AND DETERGENT SOLUTION (EXCEPT WOOD--USE WOOD

FLOOR CLEANER); SCRUB AS NEEDED.

METHOD 3: HIGH-EFFICIENCY PARTICULATE AIR (HEPA) VACUUM AFTER

THE MATERIAL HAS BEEN THOROUGHLY DRIED. DISPOSE OF THE

CONTENTS OF THE HEPA VACUUM IN WELL-SEALED PLASTIC BAGS.

METHOD 4: DISCARD - REMOVE WATER-DAMAGED MATERIALS AND

SEAL IN PLASTIC BAGS WHILE INSIDE OF CONTAINMENT, IF PRESENT.

DISPOSE OF AS NORMAL WASTE. HEPA VACUUM AREA AFTER IT IS

DRIED.

PERSONAL PROTECTIVE EQUIPMENT (PPE)

MINIMUM: GLOVES, N-95 RESPIRATOR, GOGGLES/EYE PROTECTION

LIMITED: GLOVES, N-95 RESPIRATOR OR HALF-FACE RESPIRATOR WITH

HEPA FILTER, DISPOSABLE OVERALLS, GOGGLES/EYE PROTECTION

FULL: GLOVES, DISPOSABLE FULL BODY CLOTHING, HEAD GEAR, FOOT

COVERINGS, FULL-FACE RESPIRATOR WITH HEPA FILTER

CONTAINMENT

LIMITED: USE POLYETHYLENE SHEETING CEILING TO FLOOR AROUND

AFFECTED AREA WITH A SLIT ENTRY AND

COVERING FLAP; MAINTAIN AREA UNDER NEGATIVE PRESSURE WITH

HEPA FILTERED FAN UNIT. BLOCK SUPPLY AND RETURN AIR VENTS

WITHIN CONTAINMENT AREA.

FULL: USE TWO LAYERS OF FIRE-RETARDANT POLYETHYLENE

SHEETING WITH ONE AIRLOCK CHAMBER. MAINTAIN AREA UNDER

NEGATIVE PRESSURE WITH HEPA FILTERED FAN EXHAUSTED OUTSIDE

OF BUILDING. BLOCK SUPPLY AND RETURN AIR VENTS WITHIN

CONTAINMENT AREA.

TABLE DEVELOPED FROM LITERATURE AND REMEDIATION

DOCUMENTS INCLUDING BIOAEROSOLS: ASSESSMENT ANDCONTROL

(AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL

HYGIENISTS, 1999) AND IICRC S500,

STANDARD AND REFERENCE GUIDE FOR PROFESSIONAL WATER

DAMAGE RESTORATION (INSTITUTE OF INSPECTION, CLEANING AND

RESTORATION, 1999); SEE RESOURCES LIST FOR MORE INFORMATION.)

GENERAL MOLD REMEDIATION NOTES & GUIDELINES

REMOVE AND DISPOSE OF MOLD ON WALLS.

MOLD REMEDIATION KEYNOTES QTY

400 sq. ft.

CHAPEL

1. ESTABLISH CONTAINMENT OF THE CHAPEL AFTER ASBESTOS ABATEMENT IS COMPLETE.

2. INSTALL AIRLOCK TO ENTRANCE OF CONTAINMENT STRUCTURE AND UTILIZE AN AIR EXCHANGE UNIT

(NEGATIVE PRESSURE), EXHAUSTING TO THE EXTERIOR OF THE BUILDING PRIOR TO MOLD ABATEMENT.

3. REMOVAL OF WALLPAPER TO EXPOSE MOLD AFFECTED AREAS.

4. ALL AREAS WITHIN THE CHAPEL WILL HAVE A THOROUGH CLEANING WITH AN EPA APPROVED ANTI-MICROBIAL

DISINFECTANT THROUGHOUT CONTAINMENT AREA LIMITED TO: WALLS

MOLD WORK NOTES:

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

AA2

REGISTRATION EXPIRES: 08/31/2026

ALTAR

10/25/24

AutoCAD SHX Text

SW4

AutoCAD SHX Text C1101b

AutoCAD SHX Text B1102

AutoCAD SHX Text B1101

AutoCAD SHX Text

ALTER

AutoCAD SHX Text

CHAPEL 9'-9" C.H. (B1103)

AutoCAD SHX Text 11th FL.

AutoCAD SHX Text (216.416' ±)

AutoCAD SHX Text 12th FL.

AutoCAD SHX Text (228.333' ±)

AutoCAD SHX Text Coping Level

AutoCAD SHX Text (231.312' ±)

AutoCAD SHX Text 11th FL.

AutoCAD SHX Text (216.416' ±)

AutoCAD SHX Text 12th FL.

AutoCAD SHX Text (228.333' ±)

AutoCAD SHX Text Coping Level

AutoCAD SHX Text (231.312' ±)

AutoCAD SHX Text

ALBANY, NY

AutoCAD SHX Text 528A8-21-812

AutoCAD SHX Text 8/28/24

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Engineering Manager

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

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VA STRATTON FACADE A WING REPAIRS

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AEHA

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AutoCAD SHX Text DEPT OF VETERANS AFFAIRS NETWORK CONTRACTING OFFICE 2 2875 UNION ROAD, SUITE 3500 CHEEKTOWAGA, NY 14227

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text C

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B-WING PARTIAL 11TH ASBESTOS ABATEMENT PLAN, ELEVATIONS AND MOLD REMEDIATION

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HA-101

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

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

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

12 2

ELEVATION B-11 ELEVATION B-102

SECTION AT PARAPET WALL ABOVE CHAPEL3 SECTION AT BRICK INFILL4 FLASHING DETAIL5

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701

570 | 824-6340 info@edpons.com edpons.com

100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

%%UWING C

AutoCAD SHX Text %%uCORE

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%%UWING B

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%%UWING B

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AutoCAD SHX Text 11th FL.

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AutoCAD SHX Text (203.583' ±)

AutoCAD SHX Text 12'-10"

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AutoCAD SHX Text (228.333' ±)

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AutoCAD SHX Text (231.312' ±)

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text (E)S15x42.9

AutoCAD SHX Text (E)S12x31.8

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COL C

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AutoCAD SHX Text KEY NOTES: 1. INSTALL 3/8"X1'-10" BOTTOM PLATE CONT. INSTALL 3/8"X1'-10" BOTTOM PLATE CONT. 2. REINSTALL STONE TO MATCH EXISTING. REINSTALL STONE TO MATCH EXISTING. 3. INSTALL NEW BRICK OVER WINDOW TO MATCH INSTALL NEW BRICK OVER WINDOW TO MATCH EXISTING. 4. SEE DRAWING AS-301 FOR ADDITIONAL SEE DRAWING AS-301 FOR ADDITIONAL INFORMATION NOT SHOWN HERE

AutoCAD SHX Text 27'-8"

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SCALE: 1/8"=1'-0"

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SCALE: 1/8"=1'-0"

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FIN. 12TH FL.

AutoCAD SHX Text 1'-10"±

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%%URECONSTRUCTION

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%%UREMOVALS

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SCALE: 1"=1'-0"

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EXIST. BUILT-UP ROOFING OVER CONC. DECK

AutoCAD SHX Text REMOVE EXIST. STONE, ANY ANY STONE THAT IS CRACKED DURING REMOVAL SHALL BE REPLACED AT NO ADDITIONAL COST TO THE VA.

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REMOVE EXIST. PLATE

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REMOVE (3)-COURSES OF BLOCK OVER BEAM

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T/COPING

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FIN. 12TH FL.

AutoCAD SHX Text 1'-4 1/2"±

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EXIST. BUILT-UP ROOFING OVER CONC. DECK

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INSTALL 3/8"X1'-10" BOTTOM PLATE CONT.

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BRICK TIES

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INSTALL (3) COURSES OF BRICK

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NEW COPPER FLASHING

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REMOVE BRICK ON INTERIOR IN SECTIONS AS REQ'D TO INSTALL NEW PLATE

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REINSTALL STONE

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CLEAN EXIST. SPANDREL SUPPORT. CLEAR WEEP HOLE LOCATIONS FROM OBSTRUCTION

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INSTALL BRICK AND REPAIR ALL INTERIOR FINISHES AFTER BRICK INSTALLATION

AutoCAD SHX Text 8 1/4"±

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T/COPING

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FIN. 12TH FL.

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%%URECONSTRUCTION

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SCALE: 1"=1'-0"

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EXIST. BUILT-UP ROOFING OVER CONC. DECK

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REMOVE EXIST. PLATE

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REMOVE (3)-COURSES OF BLOCK OVER BEAM

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T/COPING

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FIN. 12TH FL.

AutoCAD SHX Text 1'-4 1/2"±

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INSTALL 3/8"X1'-10" BOTTOM PLATE CONT.

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BRICK TIES

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INSTALL (3) COURSES OF BRICK

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SEE PLAN FOR BEAM SIZE

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REMOVE BRICK ON INTERIOR IN SECTIONS AS REQ'D TO INSTALL NEW PLATE

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REINSTALL STONE

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CLEAN EXIST. SPANDREL SUPPORT. CLEAR WEEP HOLE LOCATIONS FROM OBSTRUCTION

AutoCAD SHX Text

INSTALL BRICK AND REPAIR ALL INTERIOR FINISHES AFTER BRICK INSTALLATION

AutoCAD SHX Text 8 1/4"±

AutoCAD SHX Text

INSTALL (3) COURSES OF BRICK

AutoCAD SHX Text

14"X1 " H.D. GALV. 12" H.D. GALV. BRICK TIE @ 16" O.C.

AutoCAD SHX Text L2"x2"x " CONT. 316" CONT. H.D. GALV. .

AutoCAD SHX Text

SEE PLAN FOR BEAM SIZE

AutoCAD SHX Text

SEE PLAN FOR BEAM SIZE

AutoCAD SHX Text

SEE PLAN FOR BEAM SIZE

AutoCAD SHX Text 316 3@12

AutoCAD SHX Text

8" @ 2END

AutoCAD SHX Text 316 3@12

AutoCAD SHX Text

8" @ 2END

AutoCAD SHX Text REMOVE EXIST. STONE, ANY ANY STONE THAT IS CRACKED DURING REMOVAL SHALL BE REPLACED AT NO ADDITIONAL COST TO THE VA.

AutoCAD SHX Text

NEW COPPER FLASHING

AutoCAD SHX Text

SEE DETAIL 5

AutoCAD SHX Text

SEE DETAIL 5

AutoCAD SHX Text

REMOVE EXIST. FLASHING

AutoCAD SHX Text

EXISTING BRICK VENEER

AutoCAD SHX Text

COPPER FLASHING

AutoCAD SHX Text

LEAD WEDGE

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SEALANT

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1" MIN.

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SAWCUT EXIST MORTAR JOINT TO INSTALL REGLET

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SCALE: 3"=1'-0"

AutoCAD SHX Text

ALBANY, NY

AutoCAD SHX Text 528A8-21-812

AutoCAD SHX Text 10/25/24

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Engineering Manager

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

VA STRATTON FACADE A WING REPAIRS

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JDF

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SRB, SLB

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AutoCAD SHX Text DEPT OF VETERANS AFFAIRS NETWORK CONTRACTING OFFICE 2 2875 UNION ROAD, SUITE 3500 CHEEKTOWAGA, NY 14227

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

B-WING ELEVATIONS B-1 & B-10

AutoCAD SHX Text

SS-101

AutoCAD SHX Text

User Stamp

User

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

PARTIAL KEY PLAN1

OVERHEAD VIEW2

CLEANING BRICKWORK / MASONRY PROCEDURE:

LEGEND

GENERAL NOTES:

CONSTRUCTION PHASING PLAN

30 WEEKS TOTAL

Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C la ss

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and Infection Control Department, and thoroughly cleaned by the owner’s Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant.

5. Remove isolation of HVAC system in areas where work is being performed.

NOTES:

PATIENT RISK GROUP FOR "TYPE D" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP Class IV

Class III / IV

Class IV Class IV

DURATION DESCRIPTION

Weeks 1-6 Submittals

Week 7 Mobilization

Weeks 8-11 PHASE 1 (A-Wing Parapet)

Weeks 12-15 PHASE 2 (A-Wing Roof)

Weeks 16-18 PHASE 3 (A-Wing Cleaning & Repairs - AS-101)

Weeks 19-22 PHASE 4 (A-Wing Cleaning & Repairs - AS-102 & AS-103)

Week 23-24 PHASE 5 (Core Entrance Area Roof )

Weeks 25-29 PHASE 6 (B-Wing 11th Floor Chapel Area)

Week 30 Project Closeout:

Including: Closeout Documents, demobilization, etc.

Project Duration: 210 Days

Notes:

1. Certain activities may be combined for expediency.

2. All phasing and work is subject to the owner occupancy schedule.

3. All work needs to be coordinated with the COR in advance.

4. There will be no re-mobilization cost permitted. All work must be completed in allotted time frame.

5. Refer to spec section 01 32 16.15 for more information on Project Scheduling

Requirements.

PERFORMANCE SPECIFICATION:

FACADE CLEANING (KEYED NOTES 60, 61 & 62)

ABBREVIATIONS

ARCHITECTURAL LINE TYPES

ELEVATION A-11

4 5

10 10 10 10 10

ELEVATION A-22

111111

50 50

31 70

10 10

A-A

PARTIAL ELEVATION CORE-11A

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

MASONRY

SEALANT

SEAL ROUND ANCHORS

REMOVE PLYWOOD AROUND A/C UNIT

STONE

KEYED NOTE LEGEND

ROOF EQUIPMENT

1 REPLACE CRACKED, BROKEN OR SPALLED MASONRY

REPOINT OPEN MASONRY JOINTS, STEP CRACKS OR

UNBOUNDED & MISSING MORTAR

REMOVE ABANDONED ANCHORS/FASTENERS & FILL VOID

REMOVE & REBUILD PARAPET WALL & BRICK VENEER

PATCH STONE UNIT

REPLACE STONE UNIT & BRICK

PATCH CRACKED STONE UNIT

REPAIR SPALLED STONE OR INSUFFICIENT PAST STONE REPAIR

REPLACE OR ADD NEW SEALANT

REMOVE & REPLACE MORTAR & SEALANT

SEAL CRACKS IN EXPOSED CONCRETE IN LIGHT WELLS

NOT USED.

REPAIR SPALLED CONCRETE DUE TO REINFORCEMENT

DETERIORATION

WINDOWS

NOT USED.

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT

CONCRETE

ROOF REPAIR AREA

REPAIR PITCH POCKET

ROOF

NOT USED

111 AIR TERMINAL / CABLING / GROUNDING IS DAMAGED /

BROKEN OR MISSING, PROVIDE NEW

PROVIDE NEW SCUPPER

CLEAN & REPAINT CORROSION AT EXPOSED METAL

ELEMENTS (COLUMNS, STAIRS & LADDERS, RAILINGS, ETC.)

REPAIR PONDING AREAS ON ROOF

REPAIR ROOF DRAIN OF CORROSION & DETERIORATION

DESCRIPTIONREPAIR

PROCEDURE

& DETAILS

1/AS-501 &

1/AS-602

LINTELS /

SHELF ANGLES

RESET DISPLACED LINTEL

METAL WORK

CLEANING

CLEAN ALGAE & DIRT BUILDUP

CLEAN CORROSION STAINING ON SURFACE

GENERAL FACADE CLEANING62

MISCELLANEOUS

DAMAGED / CORRODED LINTEL AND PLATE

STEEL FILLER STRIP

NOT USED

2/AS-501 &

2/AS-602

3/AS-501

4/AS-501 &

8A, 8B &

8C/AS-602

5/AS-501 & 9

& 9A/AS-602

10/AS-501 &

6/AS-602

11/AS-501 &

7/AS-602

13/AS-501 &

16/AS-602

15/AS-501 &

16/AS-602

30/AS-501 &

10-12/AS-602

31/AS-501 &

3/AS-602

41/AS-502 &

4,5&13/AS-602

42/AS-502 &

5&6/AS-602A

50/AS-502

60/AS-502

61/AS-502

62/AS-502

70/AS-502

72/AS-502

81/AS-502

90/AS-502

91/AS-502 &

15/AS-602

100/AS-502 &

4&7/AS-603

101/AS-502 &

11/AS-603

103/AS-502 &

3,4&7/AS-603

110/AS-502 &

10/AS-603

111/AS-502 &

3-5/AS-604

32 REMOVE & REPLACE BACKER ROD & SEALANT32/AS-501 &

3A/AS-602

51 REPLACE LOUVER WITH ALUMINUM

70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

REMOVE STAINLESS STEEL WIREWAY AND REPLACE WITH

NEW AFTER STONE SEALANT INSTALLED

92 92/AS-502

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

QUOTATION & REPAIR:

TYPICAL DETAIL3

GENERAL NOTE:

ELEVATION A-42

50 50

1111 2

ELEVATION A-31

A-A

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

MASONRY

SEALANT

SEAL ROUND ANCHORS

REMOVE PLYWOOD AROUND A/C UNIT

STONE

KEYED NOTE LEGEND

ROOF EQUIPMENT

1 REPLACE CRACKED, BROKEN OR SPALLED MASONRY

REPOINT OPEN MASONRY JOINTS, STEP CRACKS OR

UNBOUNDED & MISSING MORTAR

REMOVE ABANDONED ANCHORS/FASTENERS & FILL VOID

REMOVE & REBUILD PARAPET WALL & BRICK VENEER

PATCH STONE UNIT

REPLACE STONE UNIT & BRICK

PATCH CRACKED STONE UNIT

REPAIR SPALLED STONE OR INSUFFICIENT PAST STONE REPAIR

REPLACE OR ADD NEW SEALANT

REMOVE & REPLACE MORTAR & SEALANT

SEAL CRACKS IN EXPOSED CONCRETE IN LIGHT WELLS

NOT USED.

REPAIR SPALLED CONCRETE DUE TO REINFORCEMENT

DETERIORATION

WINDOWS

NOT USED.

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT

CONCRETE

ROOF REPAIR AREA

REPAIR PITCH POCKET

ROOF

NOT USED

111 AIR TERMINAL / CABLING / GROUNDING IS DAMAGED /

BROKEN OR MISSING, PROVIDE NEW

PROVIDE NEW SCUPPER

CLEAN & REPAINT CORROSION AT EXPOSED METAL

ELEMENTS (COLUMNS, STAIRS & LADDERS, RAILINGS, ETC.)

REPAIR PONDING AREAS ON ROOF

REPAIR ROOF DRAIN OF CORROSION & DETERIORATION

DESCRIPTIONREPAIR

PROCEDURE

& DETAILS

1/AS-501 &

1/AS-602

LINTELS /

SHELF ANGLES

RESET DISPLACED LINTEL

METAL WORK

CLEANING

CLEAN ALGAE & DIRT BUILDUP

CLEAN CORROSION STAINING ON SURFACE

GENERAL FACADE CLEANING62

MISCELLANEOUS

DAMAGED / CORRODED LINTEL AND PLATE

STEEL FILLER STRIP

NOT USED

2/AS-501 &

2/AS-602

3/AS-501

4/AS-501 &

8A, 8B &

8C/AS-602

5/AS-501 & 9

& 9A/AS-602

10/AS-501 &

6/AS-602

11/AS-501 &

7/AS-602

13/AS-501 &

16/AS-602

15/AS-501 &

16/AS-602

30/AS-501 &

10-12/AS-602

31/AS-501 &

3/AS-602

41/AS-502 &

4,5&13/AS-602

42/AS-502 &

5&6/AS-602A

50/AS-502

60/AS-502

61/AS-502

62/AS-502

70/AS-502

72/AS-502

81/AS-502

90/AS-502

91/AS-502 &

15/AS-602

100/AS-502 &

4&7/AS-603

101/AS-502 &

11/AS-603

103/AS-502 &

3,4&7/AS-603

110/AS-502 &

10/AS-603

111/AS-502 &

3-5/AS-604

32 REMOVE & REPLACE BACKER ROD & SEALANT32/AS-501 &

3A/AS-602

51 REPLACE LOUVER WITH ALUMINUM

70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

REMOVE STAINLESS STEEL WIREWAY AND REPLACE WITH

NEW AFTER STONE SEALANT INSTALLED

92 92/AS-502

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

QUOTATION & REPAIR:

GENERAL NOTES:

TYPICAL DETAIL3

ELEVATION A-51

WARD WING

50 30

ELEVATION A-9

111111

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

MASONRY

SEALANT

SEAL ROUND ANCHORS

REMOVE PLYWOOD AROUND A/C UNIT

STONE

KEYED NOTE LEGEND

ROOF EQUIPMENT

1 REPLACE CRACKED, BROKEN OR SPALLED MASONRY

REPOINT OPEN MASONRY JOINTS, STEP CRACKS OR

UNBOUNDED & MISSING MORTAR

REMOVE ABANDONED ANCHORS/FASTENERS & FILL VOID

REMOVE & REBUILD PARAPET WALL & BRICK VENEER

PATCH STONE UNIT

REPLACE STONE UNIT & BRICK

PATCH CRACKED STONE UNIT

REPAIR SPALLED STONE OR INSUFFICIENT PAST STONE REPAIR

REPLACE OR ADD NEW SEALANT

REMOVE & REPLACE MORTAR & SEALANT

SEAL CRACKS IN EXPOSED CONCRETE IN LIGHT WELLS

NOT USED.

REPAIR SPALLED CONCRETE DUE TO REINFORCEMENT

DETERIORATION

WINDOWS

NOT USED.

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT

CONCRETE

ROOF REPAIR AREA

REPAIR PITCH POCKET

ROOF

NOT USED

111 AIR TERMINAL / CABLING / GROUNDING IS DAMAGED /

BROKEN OR MISSING, PROVIDE NEW

PROVIDE NEW SCUPPER

CLEAN & REPAINT CORROSION AT EXPOSED METAL

ELEMENTS (COLUMNS, STAIRS & LADDERS, RAILINGS, ETC.)

REPAIR PONDING AREAS ON ROOF

REPAIR ROOF DRAIN OF CORROSION & DETERIORATION

DESCRIPTIONREPAIR

PROCEDURE

& DETAILS

1/AS-501 &

1/AS-602

LINTELS /

SHELF ANGLES

RESET DISPLACED LINTEL

METAL WORK

CLEANING

CLEAN ALGAE & DIRT BUILDUP

CLEAN CORROSION STAINING ON SURFACE

GENERAL FACADE CLEANING62

MISCELLANEOUS

DAMAGED / CORRODED LINTEL AND PLATE

STEEL FILLER STRIP

NOT USED

2/AS-501 &

2/AS-602

3/AS-501

4/AS-501 &

8A, 8B &

8C/AS-602

5/AS-501 & 9

& 9A/AS-602

10/AS-501 &

6/AS-602

11/AS-501 &

7/AS-602

13/AS-501 &

16/AS-602

15/AS-501 &

16/AS-602

30/AS-501 &

10-12/AS-602

31/AS-501 &

3/AS-602

41/AS-502 &

4,5&13/AS-602

42/AS-502 &

5&6/AS-602A

50/AS-502

60/AS-502

61/AS-502

62/AS-502

70/AS-502

72/AS-502

81/AS-502

90/AS-502

91/AS-502 &

15/AS-602

100/AS-502 &

4&7/AS-603

101/AS-502 &

11/AS-603

103/AS-502 &

3,4&7/AS-603

110/AS-502 &

10/AS-603

111/AS-502 &

3-5/AS-604

32 REMOVE & REPLACE BACKER ROD & SEALANT32/AS-501 &

3A/AS-602

51 REPLACE LOUVER WITH ALUMINUM

70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

REMOVE STAINLESS STEEL WIREWAY AND REPLACE WITH

NEW AFTER STONE SEALANT INSTALLED

92 92/AS-502

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

PARTIAL ELEVATIONS A-72

PARTIAL ELEVATION A-83

PARTIAL ELEVATION A-94

PARTIAL ELEVATION A-125

QUOTATION & REPAIR:

RA 18

RA 16

RA 15

RA 17

CORE

ROOF #2A

ROOF #5A

RAMP

RA 44C

R A

N .I.

RAMP

RA 44B

RAMP

RA 44A

RAMP

RA 44C

R A

N .I.

R A

N .I.

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

MASONRY

SEALANT

SEAL ROUND ANCHORS

REMOVE PLYWOOD AROUND A/C UNIT

STONE

KEYED NOTE LEGEND

ROOF EQUIPMENT

1 REPLACE CRACKED, BROKEN OR SPALLED MASONRY

REPOINT OPEN MASONRY JOINTS, STEP CRACKS OR

UNBOUNDED & MISSING MORTAR

REMOVE ABANDONED ANCHORS/FASTENERS & FILL VOID

REMOVE & REBUILD PARAPET WALL & BRICK VENEER

PATCH STONE UNIT

REPLACE STONE UNIT & BRICK

PATCH CRACKED STONE UNIT

REPAIR SPALLED STONE OR INSUFFICIENT PAST STONE REPAIR

REPLACE OR ADD NEW SEALANT

REMOVE & REPLACE MORTAR & SEALANT

SEAL CRACKS IN EXPOSED CONCRETE IN LIGHT WELLS

NOT USED.

REPAIR SPALLED CONCRETE DUE TO REINFORCEMENT

DETERIORATION

WINDOWS

NOT USED.

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT

CONCRETE

ROOF REPAIR AREA

REPAIR PITCH POCKET

ROOF

NOT USED

111 AIR TERMINAL / CABLING / GROUNDING IS DAMAGED /

BROKEN OR MISSING, PROVIDE NEW

PROVIDE NEW SCUPPER

CLEAN & REPAINT CORROSION AT EXPOSED METAL

ELEMENTS (COLUMNS, STAIRS & LADDERS, RAILINGS, ETC.)

REPAIR PONDING AREAS ON ROOF

REPAIR ROOF DRAIN OF CORROSION & DETERIORATION

DESCRIPTIONREPAIR

PROCEDURE

& DETAILS

1/AS-501 &

1/AS-602

LINTELS /

SHELF ANGLES

RESET DISPLACED LINTEL

METAL WORK

CLEANING

CLEAN ALGAE & DIRT BUILDUP

CLEAN CORROSION STAINING ON SURFACE

GENERAL FACADE CLEANING62

MISCELLANEOUS

DAMAGED / CORRODED LINTEL AND PLATE

STEEL FILLER STRIP

NOT USED

2/AS-501 &

2/AS-602

3/AS-501

4/AS-501 &

8A, 8B &

8C/AS-602

5/AS-501 & 9

& 9A/AS-602

10/AS-501 &

6/AS-602

11/AS-501 &

7/AS-602

13/AS-501 &

16/AS-602

15/AS-501 &

16/AS-602

30/AS-501 &

10-12/AS-602

31/AS-501 &

3/AS-602

41/AS-502 &

4,5&13/AS-602

42/AS-502 &

5&6/AS-602A

50/AS-502

60/AS-502

61/AS-502

62/AS-502

70/AS-502

72/AS-502

81/AS-502

90/AS-502

91/AS-502 &

15/AS-602

100/AS-502 &

4&7/AS-603

101/AS-502 &

11/AS-603

103/AS-502 &

3,4&7/AS-603

110/AS-502 &

10/AS-603

111/AS-502 &

3-5/AS-604

32 REMOVE & REPLACE BACKER ROD & SEALANT32/AS-501 &

3A/AS-602

51 REPLACE LOUVER WITH ALUMINUM

70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

100% CONSTRUCTION DOCUMENTS

REMOVE STAINLESS STEEL WIREWAY AND REPLACE WITH

NEW AFTER STONE SEALANT INSTALLED

92 92/AS-502

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

A-WING ROOF PLAN1

GENERAL NOTES:

LEGEND

RA-18 STAIRWELL ELEVATIONS3

RA-17 STAIRWELL ELEVATIONS4

NOTE:

PARTIAL RAMP ROOF PLAN2

LEGEND

AREAS OF WORK

SECTION AT RAMP ROOF5

SCUPPER AREA AT RAMP ROOF6

A A A A A A A A A A

ELEVATION B-102

ELEVATIONS

EXTERIOR WINDOW SCHEDULE

PARTIAL ELEVATION B-11

GENERAL NOTES:

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

MASONRY

SEALANT

SEAL ROUND ANCHORS

REMOVE PLYWOOD AROUND A/C UNIT

STONE

KEYED NOTE LEGEND

ROOF EQUIPMENT

1 REPLACE CRACKED, BROKEN OR SPALLED MASONRY

REPOINT OPEN MASONRY JOINTS, STEP CRACKS OR

UNBOUNDED & MISSING MORTAR

REMOVE ABANDONED ANCHORS/FASTENERS & FILL VOID

REMOVE & REBUILD PARAPET WALL & BRICK VENEER

PATCH STONE UNIT

REPLACE STONE UNIT & BRICK

PATCH CRACKED STONE UNIT

REPAIR SPALLED STONE OR INSUFFICIENT PAST STONE REPAIR

REPLACE OR ADD NEW SEALANT

REMOVE & REPLACE MORTAR & SEALANT

SEAL CRACKS IN EXPOSED CONCRETE IN LIGHT WELLS

NOT USED.

REPAIR SPALLED CONCRETE DUE TO REINFORCEMENT

DETERIORATION

WINDOWS

NOT USED.

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT

CONCRETE

ROOF REPAIR AREA

REPAIR PITCH POCKET

ROOF

NOT USED

111 AIR TERMINAL / CABLING / GROUNDING IS DAMAGED /

BROKEN OR MISSING, PROVIDE NEW

PROVIDE NEW SCUPPER

CLEAN & REPAINT CORROSION AT EXPOSED METAL

ELEMENTS (COLUMNS, STAIRS & LADDERS, RAILINGS, ETC.)

REPAIR PONDING AREAS ON ROOF

REPAIR ROOF DRAIN OF CORROSION & DETERIORATION

DESCRIPTIONREPAIR

PROCEDURE

& DETAILS

1/AS-501 &

1/AS-602

LINTELS /

SHELF ANGLES

RESET DISPLACED LINTEL

METAL WORK

CLEANING

CLEAN ALGAE & DIRT BUILDUP

CLEAN CORROSION STAINING ON SURFACE

GENERAL FACADE CLEANING62

MISCELLANEOUS

DAMAGED / CORRODED LINTEL AND PLATE

STEEL FILLER STRIP

NOT USED

2/AS-501 &

2/AS-602

3/AS-501

4/AS-501 &

8A, 8B &

8C/AS-602

5/AS-501 & 9

& 9A/AS-602

10/AS-501 &

6/AS-602

11/AS-501 &

7/AS-602

13/AS-501 &

16/AS-602

15/AS-501 &

16/AS-602

30/AS-501 &

10-12/AS-602

31/AS-501 &

3/AS-602

41/AS-502 &

4,5&13/AS-602

42/AS-502 &

5&6/AS-602A

50/AS-502

60/AS-502

61/AS-502

62/AS-502

70/AS-502

72/AS-502

81/AS-502

90/AS-502

91/AS-502 &

15/AS-602

100/AS-502 &

4&7/AS-603

101/AS-502 &

11/AS-603

103/AS-502 &

3,4&7/AS-603

110/AS-502 &

10/AS-603

111/AS-502 &

3-5/AS-604

32 REMOVE & REPLACE BACKER ROD & SEALANT32/AS-501 &

3A/AS-602

51 REPLACE LOUVER WITH ALUMINUM

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REMOVE STAINLESS STEEL WIREWAY AND REPLACE WITH

NEW AFTER STONE SEALANT INSTALLED

92 92/AS-502

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GENERAL WINDOW NOTES:

TYPE A HEAD - DEMO5

TYPE A JAMB - DEMO6

TYPE A SILL - DEMO7

TYPE A HEAD - NEW8

TYPE A JAMB - NEW9

TYPE A SILL - NEW10

ENLARGED EXISTING WINDOW ELEVATION3

ENLARGED NEW WINDOW ELEVATION4

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181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

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B-WING 11TH FLR CHAPEL AREA1

KEYED NOTES:

NOTE:

NOTES:

ROOM FINISH SCHEDULE

FINISH SCHEDULE

SUSPENDED CEILING DETAIL3

EXPOSED GRID ACOUSTICAL TILE CEILING DETAIL4

CHAPEL AREA RCP2

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

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REPLACE CRACKED OR SPALLED MASONRY1

STEP CRACKS OR UNBONDED & MISSING MORTAR2

ANCHORS/FASTENERS & FILL VOID3

REPOINT OPEN MASONRY JOINTS, PARAPET WALL & BRICK VENEER5

INSUFFICIENT STONE REPAIR15REPLACE STONE UNIT & BRICK11 PATCH CRACKED STONE UNIT13

REMOVE & REBUILD

REPAIR PROCEDURE:

GENERAL MORTAR NOTES:

REPAIR SPALLED STONE OR

PROVIDE NEW SCUPPERS4

EXTERIOR VIEW CORRESPONDING SIDE

REPAIR PROCEDURE:

PATCH STONE UNIT10

REPAIR PROCEDURE: REPAIR PROCEDURE:

REPLACE OR ADD NEW SEALANT30

REPAIR PROCEDURE:

BACKER ROD & SEALANT32

REMOVE & REPLACE

MORTAR & SEALANT31

REMOVE & REPLACE

REMOVE ABANDONED

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

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Environmental Consultants

FIRE ESCAPES,BALCONIES, RAILINGS, ETC.)50

CLEAN ALGAE & DIRT BUILDUP60

STAINING ON SURFACE61

CONCRETE IN LIGHT WELLS70 DETERIORATION72

EXPOSED METAL ELEMENTS (COLUMNS,

CLEAN & REPAINT CORROSION AT

SEAL CRACKS IN EXPOSED DUE TO REINFORCEMENT

REPLACE WINDOW SEALANT, MISSING OR INSUFFICIENT81 SEAL AROUND ANCHORS90

REMOVE EXPOSED PLYWOOD AROUND A/C UNIT91

REPAIR PROCEDURE:

SECTION VIEW

PLAN VIEW

CONCRETE REPAIR NOTES:

REPAIR SPALLED CONCRETE

GENERAL FACADE CLEANING62

REPAIR PROCEDURE:

CLEAN CORROSION

AND PLATE STEEL FILLER STRIP42

DAMAGED/ CORRODED LINTEL

REPAIR PROCEDURE:

REPAIR PITCH POCKET101 AREAS ON ROOF103

REPAIR PONDING

OF CORROSION & DETERIORATION110

IS DAMAGED / BROKEN OR MISSING, PROVIDE NEW111

REPAIR ROOF DRAIN AIR TERMINAL / CABLING / GROUNDING

REPAIR PROCEDURE:

REPAIR PROCEDURE: REPAIR PROCEDURE:

ROOF & PONDING REPAIR:

¾”

ROOF REPAIR AREA100

REPAIR PROCEDURE:

RESET DISPLACED LINTEL41

REPAIR PROCEDURE:

REMOVE AND REPLACE STAINLESS STEEL COVER92

REPAIR PROCEDURE:

SCAFFOLD PLANKS:

ERECTION, ALTERATION AND DISMANTLING:

SUPERVISION:

CERTIFICATES OF COMPETENCY:

SCAFFOLDING REGISTER AND INSPECTION OF SCAFFOLDS:

PROTECTION AND MAINTENANCE:

DUTIES OF PRINCIPALS, CONTRACTORS, SCAFFOLDING

ERECTORS AND USERS OF SCAFFOLDS:

SCAFFOLDING OVER VERANDAHS, GANTRIES OR ROOFS:

LIFTING APPLIANCES MOUNTED ON SCAFFOLDING:

SUSPENDED SCAFFOLDS:

TYPES OF SUSPENDED SCAFFOLDS:

MECHANICAL OPERATION:

ANCHORAGES:

BRACKETS AND PARAPET HOOKS:

WORKING PLATFORMS, GUARDRAILS, MIDRAILS AND TOEBOARDS:

SAFETY HARNESSES AND LIFELINES:

ANTI-TILT SWITCH DEVICES:

ACCESS, WARNING NOTICES AND PROTECTION OF THE PUBLIC:

ENGINEER’S CERTIFICATE:

SCAFFOLD REGISTER:

INSPECTION RECORD:

COUNTERWEIGHTING OF OUTRIGGERS:

FOUNDATIONS:

SUSPENDED SCAFFOLDS:

SIDEWALK SHEDS:

REQUIRED TRAINING:

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

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WINDOW OPENING INFILL15

MASONRY REPAIR DETAIL1

CRACKED OR SPALLED

SEALANT3

WARD WING AREA

MORTAR &

SEALANT3A

BACKER ROD

REPLACE REPLACE

ROTATED STONE REPAIR5

EXPANSION JOINT AT CORNER4

REPLACE STONE UNIT DETAIL7

STONE DIMENSIONS DETAIL 14

BRICK JOINT REPOINTING DETAIL 2

BRICK SUPPORT 13

DETAIL AT STONE/

SECTION

VIEW

PLAN

VIEW

SECTION AT PARAPET WALL9

DETAIL AT BASE OF PARAPET WALL 9A

SECTION AT PARAPET WALL8A

PATCH STONE UNIT DETAIL6

DUTCHMAN REPAIR NOTES:

DUTCHMAN REPAIR DETAIL16

STONE AT SUPPORT SPLICE 7A

DETAIL AT CRACKED

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

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FIRE RATED MASONRY PARTITION10

CONDUIT PENETRATION IN

PENETRATION DETAIL11

EXTERIOR WALL TYPICAL CONCRETE WALL

PENETRATION DETAIL12TYPICAL SECTION AT SCUPPER8B TYPICAL SCUPPER ROOF VIEW8C

SECTION AT WARD PARAPET WALL2

SECTION AT STAIRWELL SIDE WALL3 SECTION AT STAIRWELL END WALL4

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

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181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com 70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

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NOTE:

TYPICAL SECTION AT WINDOW LINTEL5

NOTES:

TYPICAL SECTION AT LOUVER LINTEL6

KEY PLAN

1 STAINLESS STEEL METAL ENCLOSURE DETAIL

EPDM MEMBRANE SPLICES1

COVERBOARD ATTACHMENT DETAIL2

4" BEAD SPACING ADHESIVE INSULATION/

ALPHAGUARD BIO BASE COAT

W/ REINFORCEMENT

ALPHAGUARD BIO TOP COAT

(3) THREE PLIES TREMCO ROOF MEMBRANE

SET IN COLD ADHESIVE MENDED WITH

EXISTING ROOF SURFACE AND TERMINATED AT CLEAT

ON PARAPET WALL. REFER TO ROOF PLANS.

TERMINATION BAR

TWO PIECE COUNTERFLASHING

BASE FLASHING - TRA ELASTOMERIC MEMBRANE

PROVIDE & INSTALL NEW POLYISO

INSULATION, THICKNESS AND

SLOPE TOP MATCH EXISTING

EXISTING CONCRETE DECK

TREMSEAL D

REMOVE ANY RUST OR LOOSE DEBRIS

AND PRIME WITH M-PRIME BEFORE

APPLYING ALPHAGUARD BIO

ALPHAGUARD BIO W/

REINFORCEMENT

ALPHAGUARD BIO BASE

W/ REINFORCEMENT

EXISTING TREMCO

BUILT-UP ROOF

MEMBRANE

EXISTING INSULATION

EXISTING CONCRETE DECK

TWO PIECE COUNTERFLASHING

Min. 8"

REMOVE ANY RUST

OR LOOSE DEBRIS

AND PRIME WITH

M-PRIME BEFORE

APPLYING

ALPHAGUARD BIO

EXISTING RIGID INSULATION

ALPHAGUARD BIO W/

REINFORCEMENT

ALPHAGUARD BIO BASE

W/ REINFORCEMENT

ALPHAGUARD BIO TOP COAT

EXISTING TREMCO

BUILT-UP ROOF

MEMBRANE

EXISTING CONCRETE DECK

ALPHAGUARD BIO BASE

W/ REINFORCEMENT

ALPHAGUARD BIO TOP COAT

EXISTING TREMCO BUILT-UP

ROOF MEMBRANE

REMOVE EXISTING CLAMPING

RING AND ROOF DRAIN DOME

& REPLACED WITH NEW . ALL

DOMES SHALL BE METAL &

PAINTED BLACK.

EXISTING 2.5" +/-

RIGID INSULATION

EXISTING 4" +/-

CONCRETE DECK

REPLACE BOLTS WITH S.S.

TYPE, (TYP.) WATER CUT-OFF MASTIC

MEMBRANE SPLICE

COMPATIBLE WITH

EXISTING ROOFING

TREMSEAL PITCH

POCKET SEALER, OR

EQUIVALENT.

COMPLETELY FILL

POCKET TO PREVENT

PONDING OF WATER.

METAL PITCH PAN

MINIMUM 4'' HEIGHT w/

METAL HOOD

EXISTING

CONCRETE DECK

EXISTING INSULATION

EXISTING BUILT-UP

ROOF MEMBRANE

NEW PITCH POCKET

ENCLOSURE

ENGINEERING LLPFE PROJECT NO:

17-103/23-030

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

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RECONSTRUCTION SECTION3

CARLISLE ROOFING

EQUIPMENT PLATFORM DETAIL8

TREMCO

VENT STACK DETAIL9

TREMCO

ROOF DRAIN DETAIL10

TREMCO

ROOF REPAIR DETAIL7

TREMCO PARAPET WALL/

PITCH POCKET DETAIL11

FIELD TIE-IN DETAIL4

GARLAND ROOFING

ROOFING FIELD TIE-IN DETAIL5

GARLAND WALL PANEL REMOVAL & SCUPPER OVERFLOW DETAIL6

GARLAND ROOFING SCUPPER OVERFLOW DETAIL6A

TREMCO ROOFING

GENERAL NOTES:

GARLAND ROOF & PONDING REPAIR:

¾” ”

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

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TERMINAL DETAIL3

ADHESIVE AIR

COOPER B-LINE COOPER B-LINE

DURABLOK BASE DETAILS1 PIPING SUPPORT ON ROOF2

CONSTRUCTION SIGN6 SAFETY SIGN7

SPLICE

TERMINAL DETAIL4

TYPICAL RE-INSTALLATION DETAIL5

MINIMUM CLASS 1 MATERIAL REQUIREMENTS

LEGEND & SCHEDULE OF

EQUIPMENT TYPICAL OF

MANUFACTURER "HARGER"

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

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GENERAL NOTES (DETAILS 1&3):

TEMPORARY LOUVER SNORKEL/ EXTENSION DETAILS - TYPICAL1

TYPICAL AC UNIT DETAIL2

GENERAL NOTES:

FRONT VIEWS SIDE VIEW

TEMPORARY LOUVER SNORKEL/ EXTENSION @ ROOF LEVEL (TYPICAL)3

GENERAL EQUIPMENT PROTECTION NOTES:

AIR INTAKE LOUVER PROTECTION FOR USE WITH MAST SCAFFOLDING SYSTEM::

Sheets and Views

GI-001-_TS

GI-002-1-GI-002

AS-001-1-AS-001

AS-101 THRU 1-AS-103 (A WING FACADE)-AS-101

AS-101 THRU 1-AS-103 (A WING FACADE)-AS-102

AS-101 THRU 1-AS-103 (A WING FACADE)-AS-103

AS-104 (A WING ROOF)-AS-104

AS-201 (B WING FACADE)-AS-201

AS-301 (B WING 11TH FLR CHAPEL)-AS-301

AS-501 DEFICIENCY EXAMPLES-AS-501

AS-502 DEFICIENCY EXAMPLES-AS-502

AS-601 SCAFFOLDING DETAILS-AS-601

AS-602 & AS-602A DETAILS-AS-602

AS-602 & AS-602A DETAILS-AS-602A

AS-603 ROOF DETAILS-AS-603

AS-604 ROOF DETAILS-AS-604

MH-101 (MECHANICAL SHEETS)-MH-101

HA-101 100% SEALED 082424-2.pdf

Sheets and Views

AS-301

23-030 - VA Stratton Phase 100P Structural 20241025 SS.pdf

Sheets and Views

1-AS-301

File details come from the government source that posted it. Updated Aug 11, 2026.