P01- Drawings - 528A6-19-605 REPLACE ROOF BUILDING 76.pdf

PDF 15 MB Posted Apr 1, 2024

Attached to: Z1DA--528A6-19-605 REPLACE BUILDING 76 ROOFS Federal contract opportunity
Solicitation number: 36C24224B0028
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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Written by GovTribe AI · Apr 1, 2024

This document appears to be a set of drawings related to a solicitation from the Department of Veterans Affairs (VA) for construction services to remove and replace the existing natural slate roof on Building 76 at the Bath, NY VA Medical Center.

The key details are:

Solicitation Number: 36C24224B0028
Project Name: Z1DA--528A6-19-605 REPLACE BUILDING 76 ROOFS
Scope of Work: Remove the existing natural slate roof and replace it with an approved synthetic slate product. Work includes installing a new electrical ice melt system, addressing roof penetrations and flashing, and providing structural support for the new roof. The building is considered a historical site.
Building Details: Building 76 is the main hospital building, a six-story structure built in 1938, with a total roof area of approximately 31,000 square feet across four distinct roof sections.
Contractor Requirements: The contractor must provide all materials, labor, and supervision to complete the project in accordance with the plans and specifications, adhering to all applicable trades (electrical, mechanical, carpentry, plumbing).

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Other files for this federal contract opportunity

Other files attached to Z1DA--528A6-19-605 REPLACE BUILDING 76 ROOFS, newest first.
File	Type	Posted
36C24224B0028 0003.docx	DOCX document	May 1, 2024
S04 - PRE BID CONFERENCE ATTENDEES 2 - 36C24223B0019 REPLACE ROOF BUILDING 76.pdf	PDF	Apr 23, 2024
S04 - Site Visit Conference Agenda - 36C24224B0028 REPLACE ROOF BUILDING 76.pdf	PDF	Apr 23, 2024
36C24224B0028 0002.docx	DOCX document	Apr 23, 2024
36C24224B0028 0001.docx	DOCX document	Apr 2, 2024
S02 - Revised Specs - 528A6-19-605 REPLACE ROOF BUILDING 76.pdf	PDF	Apr 2, 2024
36C24224B0028_1.docx	DOCX document	Apr 1, 2024
RFI Sheet - 528A6-19-605 REPLACE ROOF BUILDING 76.pdf	PDF	Apr 1, 2024
P01- Specifications - 528A6-19-605 REPLACE ROOF BUILDING 76.pdf	PDF	Apr 1, 2024

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3610 LAWSON ROAD « JAMESTOWN, NY 14701

(716) 484 - 1366 « (716) 484 - 1519 FAX

P TRIOT

DESIGN & CONSULTING

STILL SERVING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Revisions: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

o n e e i g h t h i n c h o n e f o o t t h r e e i n c h e s e f o o t o n e a n d o n e h a l f i n c h e s e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

Bath VAMC

NAME TITLE DATE REVIEWED/APPROVED

DRAWING NO. SHEETSYMBOL TITLE

VAMC-528A6-XXXX

ISSUED FOR BID

AutoCAD SHX Text VAMC-528A6-XXXX GI-001 1 OF 13 COVER SHEET GI-001 1 OF 13 COVER SHEET 1 OF 13 COVER SHEET COVER SHEET VAMC-528A6-XXXX GI-002 2 OF 13 GENERAL NOTES AND ABBREVIATIONS GI-002 2 OF 13 GENERAL NOTES AND ABBREVIATIONS 2 OF 13 GENERAL NOTES AND ABBREVIATIONS GENERAL NOTES AND ABBREVIATIONS VAMC-528A6-XXXX HA-100 3 OF 13 HAZARDOUS MATERIALS REMOVAL PLAN HA-100 3 OF 13 HAZARDOUS MATERIALS REMOVAL PLAN 3 OF 13 HAZARDOUS MATERIALS REMOVAL PLAN HAZARDOUS MATERIALS REMOVAL PLAN VAMC-528A6-XXXX HA-101 4 OF 13 FIRST FLOOR HAZARDOUS MATERIALS REMOVAL PLAN HA-101 4 OF 13 FIRST FLOOR HAZARDOUS MATERIALS REMOVAL PLAN 4 OF 13 FIRST FLOOR HAZARDOUS MATERIALS REMOVAL PLAN FIRST FLOOR HAZARDOUS MATERIALS REMOVAL PLAN VAMC-528A6-XXXX AD-100 5 OF 13 DEMOLITION ROOF PLAN AD-100 5 OF 13 DEMOLITION ROOF PLAN 5 OF 13 DEMOLITION ROOF PLAN DEMOLITION ROOF PLAN VAMC-528A6-XXXX AS-100 6 OF 13 ROOF PLAN AS-100 6 OF 13 ROOF PLAN 6 OF 13 ROOF PLAN ROOF PLAN VAMC-528A6-XXXX EP-100 7 OF 13 ROOF PLAN NORTH ELECTRICAL PLAN EP-100 7 OF 13 ROOF PLAN NORTH ELECTRICAL PLAN 7 OF 13 ROOF PLAN NORTH ELECTRICAL PLAN ROOF PLAN NORTH ELECTRICAL PLAN VAMC-528A6-XXXX EP-101 8 OF 13 ROOF PLAN SOUTH ELECTRICAL PLAN EP-101 8 OF 13 ROOF PLAN SOUTH ELECTRICAL PLAN 8 OF 13 ROOF PLAN SOUTH ELECTRICAL PLAN ROOF PLAN SOUTH ELECTRICAL PLAN VAMC-528A6-XXXX EP-102 9 OF 13 SEVENTH FLOOR ELECTRICAL PLAN AND ONE LINE DIAGRAM EP-102 9 OF 13 SEVENTH FLOOR ELECTRICAL PLAN AND ONE LINE DIAGRAM 9 OF 13 SEVENTH FLOOR ELECTRICAL PLAN AND ONE LINE DIAGRAM SEVENTH FLOOR ELECTRICAL PLAN AND ONE LINE DIAGRAM VAMC-528A6-XXXX EP-103 10 OF 13 PARTIAL GROUND FLOOR ELECTRICAL PLANS EP-103 10 OF 13 PARTIAL GROUND FLOOR ELECTRICAL PLANS 10 OF 13 PARTIAL GROUND FLOOR ELECTRICAL PLANS PARTIAL GROUND FLOOR ELECTRICAL PLANS VAMC-528A6-XXXX EP-104 11 OF 13 FIRST FLOOR NORTH ELECTRICAL PLAN EP-104 11 OF 13 FIRST FLOOR NORTH ELECTRICAL PLAN 11 OF 13 FIRST FLOOR NORTH ELECTRICAL PLAN FIRST FLOOR NORTH ELECTRICAL PLAN VAMC-528A6-XXXX EP-105 12 OF 13 ICE MELT CONTROL SYSTEM AND ONE LINE DIAGRAM EP-105 12 OF 13 ICE MELT CONTROL SYSTEM AND ONE LINE DIAGRAM 12 OF 13 ICE MELT CONTROL SYSTEM AND ONE LINE DIAGRAM ICE MELT CONTROL SYSTEM AND ONE LINE DIAGRAM VAMC-528A6-XXXX EP-106 13 OF 13 MISCELLANEOUS ELECTRICAL DETAILSEP-106 13 OF 13 MISCELLANEOUS ELECTRICAL DETAILS13 OF 13 MISCELLANEOUS ELECTRICAL DETAILSMISCELLANEOUS ELECTRICAL DETAILS

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DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A6-19-605 BATH, NY

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SCALE: NONE

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SITE PLAN

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GI-001

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COVER SHEET

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ISSUED FOR BID

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ARCHITECT/ENGINEER OF RECORD

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STAMP

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CONSULTANT

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REPLACE ROOF BUILDING 76

AutoCAD SHX Text Bath, NY

AutoCAD SHX Text 528A6-19-605

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LLJ

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EHA/WTO

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SCALE: NONE

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SITE LOCATION

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FIREPLACE

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COHOCTON RIVER

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AVENUE A

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VETERANS AVENUE

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SHED

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SHED

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GARDEN PLOT

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FIRE PIT

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SHED

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EMPTY TRANSFORMER

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BLOCK BUILDING

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DUGOUT

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SAN JUAN AVENUE

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GETTYSBURG AVENUE

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RIVER ROAD

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GETTYSBURG AVENUE

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LAUNDRY SERVICE ROAD

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ARGONNE AVENUE

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CONCRETE WALL

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COHOCTON RIVER

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DUGOUT

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BELFAST STREET

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NATIONAL CEMETERY

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31 BOILER PLANT

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30 SECTION 6 - ADMINISTRATION BUILDING

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18 VOLUNTEER SERVICES

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114 GAUGE HOUSE

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113 METER HOUSE

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7 INTERN HOUSING

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4 LUMBER SHED

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103 SUPPLY WAREHOUSE

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97 BLEACHERS - NORTH

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94 PARADE GROUND - FLAG POLE

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106 CANTEEN PATIO

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104 SECTION 1 - DOMICILIARY

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112 GAZEBO

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98 COVERED PICNIC AREA

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96 BLEACHERS - EAST

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95 CEMETERY FLAG POLE

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108 HEAVY EQUIPMENT STORAGE

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44 STATION POLICE

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1301 NATIONAL CEMETERY SERVICE

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84 COMPENSATED WORK THERAPY

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75 ENGINEERING SHOPS: HVAC, PAINT, ELECT., PLUMBING

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41 FISCAL, CONTRACTING

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32 RESEARCH PSYCHOLOGY, SOCIAL WORK

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24 MAIN DINING ROOM, KITCHEN

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15 GARAGES, MASONRY STORAGE

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76 HOSPITAL

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56 QUARTERS

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57 THREE CAR GARAGE

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53 THREE CAR GARAGE

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55 QUARTERS

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54 QUARTERS

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51 QUARTERS

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52 QUARTERS

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50 QUARTERS

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42 HONOR GUARD

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35 SECTION 3 - PERSONNEL, CANTEEN

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39 MAIN CHAPEL

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38 NY STATE VETERANS REPRESENTATIVE

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78 SECTION 2 - COMMUNITY LIVING CENTER (CLC)

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79 BRIDGE

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93 FIELD HOUSE

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92 RECREATION & EMPLOYEE EDUCATION

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81 UNDERGROUND RESERVOIR

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16 CARPENTER SHOP

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17 LAUNDRY, PRINTING SHOP

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14 FIRE DEPARTMENT, GARAGE

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10 DAY TREATMENT (PRRC)

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9 VACANT

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34 SECTION 4 - DOMICILIARY

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20 SEWER PUMP HOUSE

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33 SECTION 5 - INFORMATION TECHNOLOGY (IT)

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29A MUSEUM, UPHOLSTERY, EMS, ENGINEERING

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6 ENGINEERING STORAGE

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3 EQUIPMENT STORAGE

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115 GREENHOUSE

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119 SMOKE SHELTER (ANNEX)

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121 SMOKE SHELTER (B35)

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116 IMPOUND YARD

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120 SMOKE SHELTER (B24)

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122 SMOKE SHELTER (B92)

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APPROVALS

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%%ULIST OF DRAWINGS:

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REPLACE ROOF BUILDING 76

AutoCAD SHX Text 02/07/2022

P TRIOT

DESIGN & CONSULTING

STILL SERVING

ISSUED FOR BID

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AutoCAD SHX Text %%uGENERAL NOTES CONTINUED:%%U

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1. THE NOTES ON THIS SHEET ARE APPLICABLE TO THE ENTIRE SET OF DRAWINGS AND THE NOTES ON THIS SHEET ARE APPLICABLE TO THE ENTIRE SET OF DRAWINGS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT THE ENTIRE PROJECT. 2. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL CONTACT THE COR IMMEDIATELY FOR CLARIFICATION, PRIOR TO PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION. 3. THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY, OR LOCAL AGENCIES. THE AMOUNT, LOCATION, AND SIZE SHALL BE AS REQUIRED BY AGENCY. 4. CONTRACTOR SHALL CONDUCT A "WALK THROUGH" MEETING WITH COR WHEN THE CONTRACTOR SHALL CONDUCT A "WALK THROUGH" MEETING WITH COR WHEN THE CONTRACTOR BELIEVES THE FINAL RESTORATION IS COMPLETE TO ENSURE THE RESTORATION MEETS THE REASONABLE EXPECTATIONS OF BATH VAMC. 5. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT SURFACES AND AREAS. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND SAFE SITE DURING THE ENTIRE PROJECT. 7. RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER THAN PRE-PROJECT RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER THAN PRE-PROJECT CONDITION. 8. ALL INSPECTIONS/SITE ASSESSMENTS MUST BE PERFORMED BY A QUALIFIED ALL INSPECTIONS/SITE ASSESSMENTS MUST BE PERFORMED BY A QUALIFIED PROFESSIONAL. 9. DISTURBED AREA SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. DISTURBED AREA SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. 10. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FEATURES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FEATURES. DAMAGED FEATURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 11. ANY CHANGES OR SUBSTITUTIONS MUST RECEIVE PRIOR APPROVAL FROM THE ANY CHANGES OR SUBSTITUTIONS MUST RECEIVE PRIOR APPROVAL FROM THE CONTRACT OFFICER. 12. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. THE CONTRACTOR SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 DURING THE CONDUCT AND PERFORMANCE ON AND IN CONNECTION WITH THIS PROJECT. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE CARE IN CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE CARE IN OPERATING EQUIPMENT IN THE VICINITY OF UTILITIES, WHETHER OVERHEAD, AT GROUND LEVEL, OR BURIED, AND SHALL SAVE AND HOLD HARMLESS TOLMAN ENGINEERING, ARCHITECTURE & SURVEYING, PLLC, THE OWNER AND ANY OF THEIR DESIGNATED AGENTS FROM AND AGAINST ANY AND ALL CLAIMS AND DAMAGES OF ANY KIND OF INJURY TO, OR DEATH TO, ANY PERSON OR PERSONS AND FROM DAMAGE TO OR LOSS OF PROPERTY, ARISING OUT OF, OR ATTRIBUTED TO THE NEGLIGENCE OF CONTRACTOR'S OPERATIONS. 14. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE REGULATIONS OF THE THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE U.S. DEPARTMENT OF TRANSPORTATION (DOT), THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA), AND SIMILAR STATE AND OTHER AGENCIES HAVINGJURISDICTION OVER THE WORK BEING PERFORMED. 15. THE CONTRACTOR SHALL PROVIDE NECESSARY HEALTH AND SAFETY TRAINING FOR ALL THE CONTRACTOR SHALL PROVIDE NECESSARY HEALTH AND SAFETY TRAINING FOR ALL OF THE CONTRACTOR'S ON-SITE PERSONNEL. 16. CONTRACTOR WARRANTS WHEN REQUIRED BY A PROJECT THAT ALL ITS EMPLOYEES CONTRACTOR WARRANTS WHEN REQUIRED BY A PROJECT THAT ALL ITS EMPLOYEES PERFORMING WORK ON SAID PROJECT ARE PERMITTED TO ENGAGE IN HAZARDOUS WASTE OPERATIONS THAT COULD EXPOSE THEM TO HAZARDOUS SUBSTANCES, SAFETY, OR HEALTH HAZARDS, AND SHALL PROVIDE EVIDENCE PRIOR TO COMMENCING WORK THAT ALL WORKERS HAVE OBTAINED THE NECESSARY HEALTH AND SAFETY TRAINING AND MEDICAL SURVEILLANCE AS REQUIRED BY OSHA 1910.120. 17. SURFACE DEBRIS SHALL BE PICKED UP AND DISPOSED OF PRIOR TO DEMOBILIZATION. SURFACE DEBRIS SHALL BE PICKED UP AND DISPOSED OF PRIOR TO DEMOBILIZATION. ALSO, ALL ASPHALT SURFACES SHALL BE BROOM CLEANED. 18. ALL REQUIREMENTS DESCRIBED WITHIN THE GENERAL NOTES SECTION AND CONTRACT ALL REQUIREMENTS DESCRIBED WITHIN THE GENERAL NOTES SECTION AND CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT WITH NO ASSOCIATED PAY ITEM AND NO ADDITIONAL COMPENSATION TO BE AWARDED TO THE CONTRACTOR. 19. THESE PLANS HAVE BEEN PREPARED USING THE MOST ACCURATE INFORMATION AND THESE PLANS HAVE BEEN PREPARED USING THE MOST ACCURATE INFORMATION AND DATA AVAILABLE AT THE TIME OF PREPARATION. FIELD CONDITIONS MAY BE ENCOUNTERED DURING CONSTRUCTION WHICH VARIES FROM THOSE DEPICTED HEREIN. AS SUCH, THESE PLANS SHOULD BE USED AS A CONSTRUCTION CONTROL REFERENCE, NOT A PRECISE CONSTRUCTION DOCUMENT. MODIFICATIONS TO THE IMPROVEMENTS AS SHOWN MAY BE REQUIRED BASED ON FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. 20. THE TRACKING OR SPILLAGE OF MUD, DIRT, OR DEBRIS UPON STATE, COUNTY, TOWN, THE TRACKING OR SPILLAGE OF MUD, DIRT, OR DEBRIS UPON STATE, COUNTY, TOWN, COUNTY, TOWN, CITY OR VAMC ROADWAYS IS PROHIBITED, AND ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR. 21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND SAFE SITE DURING THE ENTIRE PROJECT. DURING NON-WORK HOURS, BARRICADES AND GATES SUPPLIED BY THE CONTRACTOR SHALL BE SET OR LOCKED TO PROTECT TRESPASSERS AND TO SECURE THE WORK ZONE. THE CONTRACTOR SHALL PROVIDE PROPER BARRICADES FOR ANY EXCAVATION OR HAZARDOUS AREA. 22. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PROCEDURES, AND/OR TECHNIQUES. 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS ASSOCIATED WITH THE WORK AS DESCRIBED WITHIN THE PROJECT SPECIFICATIONS AND DRAWINGS. 24. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CONTRACT OFFICER. 25. BEFORE BIDDING PROJECT, CONTRACTOR SHALL VERIFY ALL SITE FEATURES. BEFORE BIDDING PROJECT, CONTRACTOR SHALL VERIFY ALL SITE FEATURES. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL SITE FEATURES DISTURBED BY PROJECT.

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26. PROVIDE AND MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH OSHA GUIDELINES. PROVIDE AND MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH OSHA GUIDELINES. 27. DUST CONTROL SHALL BE INTEGRATED THROUGHOUT THE PROJECT. DUST CONTROL SHALL BE INTEGRATED THROUGHOUT THE PROJECT. 28. RECYCLING AND SALVAGING SHALL BE COMPLETED FOR PROJECT, REFER TO RECYCLING AND SALVAGING SHALL BE COMPLETED FOR PROJECT, REFER TO SPECIFICATIONS FOR REQUIREMENTS. CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE SPECIFICATIONS. 29. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS AND ITEMS NOTED FOR REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS AND ITEMS NOTED FOR DEMOLITION OR REMOVAL AS PART OF PROJECT WORK. UNLESS OTHER WISE INDICATED, MATERIALS AND ITEMS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS. 30. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 31. THE CONTRACTOR SHALL HAVE AN ACCIDENT PREVENTION PLAN (APP) AND THE CONTRACTOR SHALL HAVE AN ACCIDENT PREVENTION PLAN (APP) AND PREPARE ACTIVITY HAZARD ANALYSIS (AHAS) SPECIFIC TO THE PROJECT. APP AND AHAS SHALL BE SUBMITTED TO VA FOR REVIEW AND APPROVAL. REFER TO SPECIFICATION 01 35 20 (SAFETY REQUIREMENTS) FOR ADDITIONAL INFORMATION. 32. THE CONTRACTOR SHALL AT ALL TIMES MEET ALL SAFETY REQUIREMENTS SET FORTH THE CONTRACTOR SHALL AT ALL TIMES MEET ALL SAFETY REQUIREMENTS SET FORTH IN THEIR ACCIDENT PREVENTION PLAN (APP) FOR THE SITE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONDITIONS AT THE SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY WHILE PERFORMING THE WORK. THIS REQUIREMENT WILL THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY COMMISSION "GENERAL SAFETY RULES AND REGULATIONS FOR THE CONSTRUCTION INDUSTRY", 29 CFR 1926 AND SAFETY RULES. THE CONTRACTOR SHALL REQUIRE ALL PERSONNEL TO WEAR APPROPRIATE PROTECTIVE CLOTHING, HARD HATS, ETC., AS REQUIRED BY LAW. 33. IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, THE CONTRACTOR SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATTERS RELATING TO THE HEALTH AND SAFETY OF ITS PERSONNEL AND EQUIPMENT AND THE PUBLIC IN PERFORMANCE OF THE WORK. THIS INCLUDES RECOGNITION OF THE POTENTIAL HEALTH AND SAFETY HAZARDS ASSOCIATED WITH THE WORK AND INCLUDES COMPLIANCE WITH THE MINIMUM REQUIREMENTS OF THE HEALTH AND SAFETY PLAN IN FORCE FOR THE WORK, IF APPLICABLE. IT IS UNDERSTOOD THAT PROTECTIVE MEASURES SPECIFIED IN ANY HEALTH AND SAFETY PLAN ARE MINIMUM REQUIREMENTS FOR THE WORK. 34. PROVIDE DESIRED CONSTRUCTION STAGING AREA SIZE TO VAMC AND COORDINATE WITH PROVIDE DESIRED CONSTRUCTION STAGING AREA SIZE TO VAMC AND COORDINATE WITH COR TO DETERMINE FINAL LOCATION. CONSTRUCTION STAGING AREA SHALL BE SURROUNDED WITH TEMPORARY CHAIN LINK FENCE. 35. ALL CRANES, LIFTS OR OTHER EQUIPMENT THAT WILL BE OPERATING IN THE VICINITY ALL CRANES, LIFTS OR OTHER EQUIPMENT THAT WILL BE OPERATING IN THE VICINITY OF POWER TRANSMISSION FACILITIES SHALL BE ELECTRICALLY GROUNDED. 36. CONSTRUCTION MATERIALS, EQUIPMENT, ETC., SHALL NOT BE LEFT ON THE CONSTRUCTION MATERIALS, EQUIPMENT, ETC., SHALL NOT BE LEFT ON THE SHOULDERS OR PAVEMENT AFTER WORKING HOURS, NOR AT ANY TIME BE PLACED IN A MANNER OR LOCATION THAT WILL OBSTRUCT HIGHWAY SAFETY, OR THE CLEAR SIGHT DISTANCE AT INTERSECTIONS, INCLUDING DRIVEWAY ENTRANCES, WITHOUT PROPER TRAFFIC CONTROL DEVICES AND MEASURES. 37. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT SURFACES AND AREAS. 38. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. 39. WOOD AND OTHER WASTE SHALL NOT BE BURNED AT THE SITE, BUT SHALL BE WOOD AND OTHER WASTE SHALL NOT BE BURNED AT THE SITE, BUT SHALL BE REMOVED WITH OTHER DEBRIS. 40. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH SECTION 111, CHAPTER 4: THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH SECTION 111, CHAPTER 4: "HEAT STRESS" OF THE OSHA TECHNICAL MANUAL AND SHALL BE RESPONSIBLE FOR A HEAT STRESS PROGRAM TO BE IMPLEMENTED BY THE CONTRACTOR AND SUB-CONTRACTORS WHILE PERFORMING DUTIES. 41. WHERE A CONFLICT MAY EXIST BETWEEN THE SPECIFICATIONS, DRAWINGS AND ACTUAL WHERE A CONFLICT MAY EXIST BETWEEN THE SPECIFICATIONS, DRAWINGS AND ACTUAL EXISTING CONDITIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEEK CLARIFICATION FROM THE COR. WHERE A CONFLICT MAY EXIST BETWEEN THE SPECIFICATIONS, DRAWINGS, LAWS OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS APPLY. 42. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED LAYOUTS TO COMPLETE THIS THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED LAYOUTS TO COMPLETE THIS PROJECT. 43. ALL DIMENSIONS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR AT ALL DIMENSIONS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR AT THE SITE BEFORE STARTING WORK. NOTIFY COR OF ANY DISCREPANCIES. 44. REMOVE ONLY AS MUCH ROOFING IN ONE DAY AS CAN BE MADE WEATHERTIGHT IN REMOVE ONLY AS MUCH ROOFING IN ONE DAY AS CAN BE MADE WEATHERTIGHT IN THE SAME DAY. 45. WEATHER LIMITATIONS: PROCEED WITH REROOFING PREPARATIONS ONLY DURING DRY WEATHER LIMITATIONS: PROCEED WITH REROOFING PREPARATIONS ONLY DURING DRY WEATHER CONDITIONS AS SPECIFIED FOR NEW ROOFING INSTALLATION IN SECTION 073200 COMPOSITE ROOF TILE SYSTEMS. 46. REMOVE AND REPLACE ROOFING SYSTEM IN PHASES. CONTRACTOR SHALL SUBMIT REMOVE AND REPLACE ROOFING SYSTEM IN PHASES. CONTRACTOR SHALL SUBMIT PHASING PLAN TO COR FOR APPROVAL AND COORDINATION PRIOR TO COMMENCING ANY WORK. ALL WORK ON THIS PROJECT MUST BE COORDINATED WITH WORK BEING PERFORMED BY OTHER CONTRACTORS UNDER OTHER PROJECTS BEING PERFORMED SIMULTANEOUSLY. COORDINATE WITH COR. 47. ALL CONTRACTORS ARE RESPONSIBLE FOR MAKING THEMSELVES AND THEIR ALL CONTRACTORS ARE RESPONSIBLE FOR MAKING THEMSELVES AND THEIR EMPLOYEES AWARE OF THE PRESENCE, LOCATION, AND QUANTITY OF EXISTING ASBESTOS-CONTAINING BUILDING MATERIALS, AND TO WARN THEIR EMPLOYEES OF THE POTENTIAL DANGERS OF EXPOSURE TO ASBESTOS. ANY DISTURBANCE OF ASBESTOS-CONTAINING MATERIALS SHALL BE PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR EMPLOYING CERTIFIED WORKERS. 48. THE CONTRACTOR IS ADVISED THAT THE WORK OF THE CONTRACT MAY IMPOSE THE CONTRACTOR IS ADVISED THAT THE WORK OF THE CONTRACT MAY IMPOSE CERTAIN OBLIGATIONS AND REQUIREMENTS MANDATED BY THE US DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS, TITLE 29 CFR 1926.62 LEAD EXPOSURE IN CONSTRUCTION, RELATIVE TO THE POTENTIAL EXPOSURE TO LEAD BY ITS EMPLOYEES. THE CONTRACTOR ASSUMES ENTIRE RESPONSIBILITY AND LIABILITY FOR COMPLYING FULLY IN ALL RESPECTS WITH THESE REGULATIONS. ADDITIONALLY, IF THE SCOPE OF WORK REQUIRES THE CONTRACTOR TO SCRAPE LOOSE PAINT, OR GENERATES OTHER LEAD WASTE, THEN THE WASTE GENERATED SHALL TO BE ANALYZED FOR APPROPRIATE WASTE DISPOSAL REQUIREMENTS AS PER US EPA RCRA REGULATIONS.

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text A/C UNIT AIR CONDITIONING UNIT AIR CONDITIONING UNIT A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AAMA AMERICAN ARCHITECTURAL AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION AC ASBESTOS CEMENT OR ASPHALTIC ASBESTOS CEMENT OR ASPHALTIC CONCRETE ADMIN ADMINISTRATION ADMINISTRATION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ABOVE FINISHED SLAB AGC ASSOCIATED GENERAL CONTRACTORS ASSOCIATED GENERAL CONTRACTORS AHU AIR HANDLING UNIT AIR HANDLING UNIT AIA AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF ARCHITECTS AISC AMERICAN INSTITUTE OF STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALTERNATE ALT NO ALTERNATE NUMBER ALTERNATE NUMBER ALUM ALUMINUM ALUMINUM AMT AMOUNT AMOUNT ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION AMERICAN PLYWOOD ASSOCIATION APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE AR AS REQUIRED AS REQUIRED ARCH ARCHITECT ARCHITECT ASB ASBESTOS ASBESTOS ASI ARCHITECT'S SUPPLEMENTAL ARCHITECT'S SUPPLEMENTAL INSTRUCTION ASPH ASPHALT ASPHALT ASSN ASSOCIATION ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AMERICAN SOCIETY FOR TESTING AND MATERIALS ATCH ATTACHMENT ATTACHMENT AVE AVENUE AVENUE B PL BASE PLATE BASE PLATE BALC BALCONY BALCONY BAT BATTEN BATTEN BD BOARD BOARD BD FT BOARD FEET (FOOT) BOARD FEET (FOOT) BKG BACKING BACKING BLDG BUILDING BUILDING BM BEAM BEAM BOT BOTTOM BOTTOM BRCG BRACING BRACING BRDG BRIDGING BRIDGING BRDG JST BRIDGING JOIST BRIDGING JOIST BRG BEARING BEARING BRG PL BEARING PLATE BEARING PLATE BRKT BRACKET BRACKET BTWN BETWEEN BETWEEN BUR BUILT-UP ROOFING BUILT-UP ROOFING C/C CENTER TO CENTER CENTER TO CENTER CL CENTER LINE CENTER LINE CLR CLEAR CLEAR CM CONSTRUCTION MANAGEMENT CONSTRUCTION MANAGEMENT CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNR CORNER CORNER COL COLUMN COLUMN CONC CONCRETE CONCRETE COND CONDITION CONDITION CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CORR CORRIDOR CORRIDOR CPM CRITICAL PATH METHOD CRITICAL PATH METHOD CSI CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS INSTITUTE

AutoCAD SHX Text DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFUSER DIFFERENCE OR DIFFUSER DIM DIMENSION DIMENSION DIR DIRECTION DIRECTION DIST DISTANCE DISTANCE DIV DIVIDE OR DIVISION DIVIDE OR DIVISION DL DEAD LOAD DEAD LOAD DOC DOCUMENT DOCUMENT DS DOWNSPOUT DOWNSPOUT DSGN DESIGN DESIGN DWG DRAWING DRAWING E EAST EAST EA EACH EACH EFF EFFICIENCY EFFICIENCY EL ELEVATION ELEVATION EMER EMERGENCY EMERGENCY ENCL ENCLOSURE ENCLOSURE ENGR ENGINEER ENGINEER EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN ETC AND SO FORTH OR ET CETERA AND SO FORTH OR ET CETERA EW EACH WAY EACH WAY EXIST EXISTING EXISTING EXP EXPANSION OR EXPOSED EXPANSION OR EXPOSED EXT EXTERIOR, EXTERNAL, OR EXTERIOR, EXTERNAL, OR EXTINGUISHER FAS FASCIA FASCIA FF FINISH FACE FINISH FACE FIN FINISH FINISH FLASH FLASHING FLASHING FLR FLOOR FLOOR FO FINISHED OPENING FINISHED OPENING FOF FACE OF FINISH FACE OF FINISH FOM FACE OF MASONRY FACE OF MASONRY FOW FACE OF WALL FACE OF WALL FP FIRE PROTECTION OR FIREPROOF FIRE PROTECTION OR FIREPROOF FT FEET OR FOOT FEET OR FOOT FURG FURRING FURRING GC GENERAL CONTRACTOR GENERAL CONTRACTOR GUT GUTTER GUTTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HOSP HOSPITAL HOSPITAL HSKPG HOUSEKEEPING HOUSEKEEPING HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, AND AIR HEATING, VENTILATING, AND AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ID IDENTIFICATION, INSIDE DIAMETER, OR IDENTIFICATION, INSIDE DIAMETER, OR INTERIOR DESIGN ID NO IDENTIFICATION NUMBER IDENTIFICATION NUMBER INCL INCLUDED INCLUDED INSUL INSULATION INSULATION INT INTERIOR INTERIOR LAD LADDER LADDER LD BRG LOAD-BEARING LOAD-BEARING LDR LEADER LEADER LF LINEAR FEET (FOOT)LINEAR FEET (FOOT)

AutoCAD SHX Text MAINT MAINTENANCE MAINTENANCE MAN MANUAL MANUAL MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MEMB MEMBRANE MEMBRANE MISC MISCELLANEOUS MISCELLANEOUS MTL METAL METAL MWP MEMBRANE WATERPROOFING MEMBRANE WATERPROOFING N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL OC ON CENTER ON CENTER OCC OCCUPY OCCUPY OH OVERHANG OVERHANG OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PAR PARALLEL OR PARAPET PARALLEL OR PARAPET PART PARTIAL PARTIAL PAT PATTERN PATTERN PERF PERFORATED PERFORATED QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAL QUALITY QUALITY R RADIUS OR RISER RADIUS OR RISER REINF REINFORCE REINFORCE REP REPAIR REPAIR REPL REPLACE REPLACE REQ REQUIRE REQUIRE REQD REQUIRED REQUIRED REV REVISION REVISION RFG ROOFING ROOFING RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING RT RIGHT RIGHT RV ROOF VENT ROOF VENT SCHED SCHEDULE SCHEDULE SCHEM SCHEMATIC SCHEMATIC SEL SELECT SELECT SEP SEPARATE SEPARATE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SIM SIMILAR SIMILAR SLNT SEALANT SEALANT SPEC SPECIFICATION SPECIFICATION SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD T TREAD TREAD T&G TONGUE AND GROOVE TONGUE AND GROOVE T&M TIME AND MATERIALS TIME AND MATERIALS TECH TECHNICAL TECHNICAL TEL TELEPHONE TELEPHONE TEMP TEMPERATURE OR TEMPORARY TEMPERATURE OR TEMPORARY THK THICKNESS THICKNESS THRES THRESHOLD THRESHOLD THRU THROUGH THROUGH TYP TYPICAL TYPICAL VAR VARIES VARIES VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VTR VENT THROUGH ROOF VENT THROUGH ROOF

AutoCAD SHX Text

GENERAL NOTES AND ABBREVIATIONS

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Eng. Project Supervisor Date:Date:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building No.

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

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:

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BATH, NEW YORK

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ARCHITECT/ENGINEERS:

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REPLACE ROOF BUILDING 76

AutoCAD SHX Text 02/08/2022

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"

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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

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

AutoCAD SHX Text 528A6-19-605

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

LLJ

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EHA

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AutoCAD SHX Text Approved: Medical Center Director Date:Date:

AutoCAD SHX Text

VAMC-528A6-XXXX

GI-002

P TRIOT

DESIGN & CONSULTING

STILL SERVING

ISSUED FOR BID

GENERAL NOTES

A. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS.

B. IF ANY PREVIOUSLY-UNIDENTIFIED OR OTHERWISE UNANTICIPATED SUSPECT MATERIAL IS IDENTIFIED DURING CONSTRUCTION, STOP WORK AND NOTIFY THE OWNER OR THEIR REPRESENTATIVE FOR FURTHER DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK SAMPLES OF SUSPECT MATERIALS

WITHOUT THE APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE.

C. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL (ACM), OR SUSPECT ACM, SHALL BE PERFORMED BY A

NEW YORK STATE LICENSED ASBESTOS ABATEMENT CONTRACTOR.

D. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE AND FOR GENERAL

ORIENTATION ONLY. REFER TO SPECIFICATION 028213.21 FOR ESTIMATED QUANTITIES.

E. THE LOCATION OF SITE STORAGE OF MATERIAL, EQUIPMENT, WASTE TRAILER/DUMPSTER(S), AS WELL AS CONTRACTOR PARKING, ETC. SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE.

F. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING LADDERS, SCAFFOLDING, LIFTS, PLANKING, ETC. AS REQUIRED TO PERFORM WORK. THE OWNER OR THEIR

REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST, DAMAGED, OR STOLEN ITEMS.

G. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION, PROVIDING TEMPORARY PROTECTION, PROTECTING BUILDING MATERIALS SCHEDULED TO REMAIN, AND TO PREVENT UNAUTHORIZED ACCESS DURING THE DURATION OF THE PROJECT. REPAIR OF DAMAGE CAUSED AS A RESULT OF INADEQUATE TEMPORARY PROTECTION OR CONTRACTOR ACTIVITIES WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

H. ALL REMOVED ASBESTOS-CONTAINING MATERIALS AND ASBESTOS-CONTAMINATED WASTE SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM THE WORK AREA(S). WARNING LABELS SHALL BE APPLIED TO ASBESTOS WASTE CONTAINERS AS APPROPRIATE. ALL ASBESTOS-CONTAINING MATERIALS/ASBESTOS-CONTAMINATED WASTE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A WASTE SHIPMENT RECORD. COMPLETED WASTE SHIPMENT RECORDS MUST BE PROVIDED TO THE OWNER AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE PROVIDED TO THE OWNER WITHIN 35 DAYS OF THE WASTE LEAVING THE SITE.

I. COORDINATE ALL WORK ACTIVITIES WITH THE OWNER/OWNER'S REPRESENTATIVE TO ENSURE ONSITE ACTIVITIES ARE ACCEPTABLE TO THE OWNER, AND THAT REMOVALS ARE SUFFICIENT TO ACCOMMODATE THE PROJECT ACTIVITIES.

LEAD AWARENESS NOTES

1. THE CONTRACTOR IS ADVISED THAT THE WORK OF THE CONTRACT MAY IMPOSE CERTAIN OBLIGATIONS AND REQUIREMENTS MANDATED BY THE US DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS, TITLE 29 CFR 1926.62 LEAD EXPOSURE IN CONSTRUCTION, RELATIVE TO THE POTENTIAL EXPOSURE TO LEAD BY ITS EMPLOYEES. THE CONTRACTOR ASSUMES ENTIRE RESPONSIBILITY AND LIABILITY FOR COMPLYING FULLY IN ALL RESPECTS WITH THESE REGULATIONS. ADDITIONALLY, IF THE SCOPE OF WORK REQUIRES THE CONTRACTOR TO SCRAPE LOOSE PAINT, OR GENERATES OTHER LEAD WASTE, THEN THE WASTE GENERATED SHALL BE ANALYZED FOR

APPROPRIATE WASTE DISPOSAL REQUIREMENTS AS PER US EPA RCRA REGULATIONS.

2. TESTING FOR THE PRESENCE OF LEAD-BASED PAINT/COATINGS HAS NOT BEEN PERFORMED ON REPRESENTATIVE BUILDING COMPONENTS. THE FOLLOWING SURFACES/COMPONENTS HAVE BEEN ASSUMED TO BE COVERED WITH

LEAD-BASED PAINT/COATINGS ARE:

· LEAD-COPPER FLASHING, CRICKETS, METAL GUTTER AND METAL GUTTER LINER

· PAINTED DORMER COMPONENTS

· PAINTED FASCIA BOARDS

· PLUMBING VENT PIPE COVERINGS

3. REFER TO DRAWINGS OF THE SPECIFIC TRADES FOR LOCATIONS WHERE WORK OF THE CONTRACT WILL NECESSITATE

DISTURBANCE OF LEAD.

VA ARCHITECTURAL ABBREVIATIONS

LL FLASH - LEAD-LINED COPPER

AC - ASBESTOS CEMENT

ASPH - ASPHALT TAR

RV - ROOF VENT

SLNT - SEALANT

NIC - NOT IN CONTRACT

LEAD REMOVAL NOTES

LL FLASH LEAD-LINED COPPER IS ASSUMED PRESENT ON FLASHING, CRICKETS, METAL GUTTER AND METAL GUTTER LINERS. CLEANABLE ITEMS MUST FIRST BE INSPECTED BY THE ON-SITE PROJECT MONITOR FOR CLEANLINESS PRIOR TO RECYCLING. DEBRIS GENERATED FROM THESE WORK ACTIVITIES SHALL BE CONTAINERIZED AND DISPOSED BASED UPON TCLP ANALYSIS. EXISTING THRU-WALL FLASHING DOWNSPOUTS AND LEADERS TO

REMAIN.

ASBESTOS ABATEMENT NOTES

AC REMOVE ASBESTOS-CONTAINING CEMENT, ALL LAYERS, FROM ROOF VENTS AND ROOF PEAK AND DISPOSE OF

CEMENTS AS AN ACM.

SLNT REMOVE ASBESTOS-CONTAINING ROOF SEALANT ABOVE ANNEX BUILDING STEP FLASHING ALL LAYERS FULL

DEPTH. REMOVE AND DISPOSE ROOF SEALANTS AS AN ACM.

ASPH REMOVE SLATE SHINGLES WITH BLACK ASBESTOS-CONTAINING ASPHALT ADHESIVE (TAR) AND DISPOSE AS AN ACM. ASSUME ADHESIVE IS PRESENT THROUGHOUT THE ENTIRETY OF THE MAIN ROOF AND ANNEX BUILDING ROOF FIELDS. REMAINING ROOF COVERING ASSEMBLY TO BE REMOVED TO EXISTING WOOD DECK. COORDINATE

ROOF ITEMS TO REMAIN WITH ARCHITECTURAL DRAWINGS.

FLG NOT USED.

95 Perry Street , Suite 300 Buffalo, New York 14203 p: 716.206.5100 f: 716.206.5199

BUILDING 76 HAZARDOUS MATERIALS ROOF PLAN

SCALE: 1/16" = 1'-0"

ASPH

SLNT

DECONTAMINATION UNIT STAGED IN ATTIC

(ACCESS ROOF THROUGH ELEVATOR

MACHINE ROOM)

ACCESS TO WATER HOOKUP TBD

AC (AT ROOF PEAK)

RVRVAC AC

ASBESTOS-CONTAINING CEMENT ON ROOF VENT ANNEX BLDG ASBESTOS-CONTAINING SEALANT ON ANNEX BUILDING FLASHING

BUILDING 76 LEAD-LINED METAL GUTTER AND FLASHING - TYPICAL

BUILDING 76 ASBESTOS-CONTAINING CEMENT AT ROOF PEAK UNDER NON-ACM CAULK

THRU-WALL COUNTER

FLASHING TO REMAIN

(AT ROOF PEAK)

SLNT

HA-100

LL FLASH

NIC

NIC NIC

LL FLASHLL FLASH

NIC

HA-100 2

HA-100

ANNEX BUILDING

ASPH

SLNT

3 13

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Eng. Project Supervisor Date:Date:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building No.

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

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

BATH, NEW YORK

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

REPLACE ROOF BUILDING 76

AutoCAD SHX Text 01/18/2022

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

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

AutoCAD SHX Text 528A6-19-605

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Approved: Medical Center Director Date:Date:

AutoCAD SHX Text

VAMC-528A6-XXXX

AutoCAD SHX Text

HAZARDOUS MATERIALS

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text

HA-100

AutoCAD SHX Text 02/08/2022

AutoCAD SHX Text

NAK

P TRIOT

DESIGN & CONSULTING

STILL SERVING

ISSUED FOR BID

GENERAL NOTES

A. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS.

WITHOUT THE APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE.

C. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL (ACM), OR SUSPECT ACM, SHALL BE PERFORMED BY A

NEW YORK STATE LICENSED ASBESTOS ABATEMENT CONTRACTOR.

D. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE AND FOR GENERAL

ORIENTATION ONLY. REFER TO SPECIFICATION 028213.21 FOR ESTIMATED QUANTITIES.

E. THE LOCATION OF SITE STORAGE OF MATERIAL, EQUIPMENT, WASTE TRAILER/DUMPSTER(S), AS WELL AS CONTRACTOR PARKING, ETC. SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE.

REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST, DAMAGED, OR STOLEN ITEMS.

CONTRACTOR.

LEAD AWARENESS NOTES

APPROPRIATE WASTE DISPOSAL REQUIREMENTS AS PER US EPA RCRA REGULATIONS.

2. TESTING FOR THE PRESENCE OF LEAD-BASED PAINT/COATINGS HAS NOT BEEN PERFORMED ON REPRESENTATIVE BUILDING COMPONENTS. THE FOLLOWING SURFACES/COMPONENTS HAVE BEEN ASSUMED TO BE COVERED WITH

LEAD-BASED PAINT/COATINGS ARE:

· LEAD-COPPER FLASHING, CRICKETS, METAL GUTTER AND METAL GUTTER LINER

· PAINTED DORMER COMPONENTS

· PAINTED FASCIA BOARDS

· PLUMBING VENT PIPE COVERINGS

3. REFER TO DRAWINGS OF THE SPECIFIC TRADES FOR LOCATIONS WHERE WORK OF THE CONTRACT WILL NECESSITATE

DISTURBANCE OF LEAD.

VA ARCHITECTURAL ABBREVIATIONS

LL FLASH - LEAD-LINED COPPER

AC - ASBESTOS CEMENT

ASPH - ASPHALT TAR

RV - ROOF VENT

SLNT - SEALANT

FLG - FLOORING

NIC - NOT IN CONTRACT

LEAD REMOVAL NOTES

REMAIN.

ASBESTOS ABATEMENT NOTES

AC NOT USED.

SLNT NOT USED.

ASPH NOT USED.

FLG CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF 6 SF(1 SF PER AREA) OF ASBESTOS-CONTAINING FLOOR TILE AND ASSOCIATED MASTIC WITHIN THE AREAS INDICATED AS REQUIRED FOR NEW CONDUIT PENETRATIONS. IF FLOORING AND MASTIC EXTENDS BENEATH A FIXED OBJECT TO REMAIN, LEAVE A STRAIGHT EDGE AT THE PERIMETER OF THE OBJECT. REMOVE ALL FLOORING MATERIALS DOWN TO AND FROM SUBSTRATE INCLUDING ALL FLOOR LEVELERS/ FILLERS. COORDINATE SPECIFIC REMOVAL LOCATIONS WITH ELECTRICAL CONTRACTOR.

95 Perry Street , Suite 300 Buffalo, New York 14203 p: 716.206.5100 f: 716.206.5199

FIRST FLOOR HAZARDOUS MATERIALS PLAN

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

TYPICAL CLOSET HAZARDOUS

MATERIALS PLAN

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

FLG

FIRST FLOOR ROOM 151B

SECOND FLOOR ROOM 227A

THIRD FLOOR ROOM 322

FOURTH FLOOR ROOM 436

FIFTH FLOOR ROOM 531

SIXTH FLOOR ROOM 615A

4 13

AutoCAD SHX Text H.A.C.

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PREPACKING

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AREA

AutoCAD SHX Text 160K

AutoCAD SHX Text 160C

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PHARMACY

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MEDICATION

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STORAGE

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EXAM ROOM

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CORRIDOR

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WAITING

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AREA

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PHARMACY

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COUNSELING

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AutoCAD SHX Text 151C

AutoCAD SHX Text 151B

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TEL.

AutoCAD SHX Text 155B

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PHARMACY

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EDUCATION

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1HA8-76

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WAITING ROOM

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1HA7-76

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CORRIDOR

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SWC1-76

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COMPUTER ROOM

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EXAM ROOM

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AutoCAD SHX Text H.A.C.

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PRESCRIPTION

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PHARMACY

AutoCAD SHX Text 160J

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DRUG VAULT

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FILL

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AutoCAD SHX Text 160D

AutoCAD SHX Text 160A

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ALCOVE

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CORRIDOR

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AGENT CASHIER

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PROCUREMENT

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FILLING

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UNIT DOSE

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UNIT DOSE

AutoCAD SHX Text 160G

AutoCAD SHX Text

I.V. ROOM

AutoCAD SHX Text 160H

AutoCAD SHX Text

STOCK

AutoCAD SHX Text 160I

AutoCAD SHX Text

SWEX1-76

AutoCAD SHX Text

241 SF

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LABORATORY

AutoCAD SHX Text

PROSTHETICS

AutoCAD SHX Text

HYGIENE

AutoCAD SHX Text

115 SF

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109 SF

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CORRIDOR

AutoCAD SHX Text

1HA12-76

AutoCAD SHX Text

SWNE1-76

AutoCAD SHX Text

VAULT

AutoCAD SHX Text 160E

AutoCAD SHX Text

1HA10-76

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

AREA

AutoCAD SHX Text

WAITING

AutoCAD SHX Text

AutoCAD SHX Text D.F.

AutoCAD SHX Text

MALE

AutoCAD SHX Text

FEMALE

AutoCAD SHX Text

DENTAL

AutoCAD SHX Text

PHARM SECRETARY

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

DENTAL MGR

AutoCAD SHX Text

1HA9-76

AutoCAD SHX Text

NO. 4

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

125 SF

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GENERAL

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text #3

AutoCAD SHX Text

1HA11-76

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

SWN1-76

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

136 SF

AutoCAD SHX Text #2

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text #1

AutoCAD SHX Text

132 SF

AutoCAD SHX Text

INSTRUMENT

AutoCAD SHX Text

PREP.

AutoCAD SHX Text

220 SF

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123 SF

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

108 SF

AutoCAD SHX Text

137 SF

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

CLOSET

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DATA

AutoCAD SHX Text

122 SF

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STORAGE

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29 SF

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292 SF

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100 SF

AutoCAD SHX Text

OFFICE

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DENTAL

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121 SF

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

160 SF

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145 SF

AutoCAD SHX Text

ADMINISTRATIVE

AutoCAD SHX Text

DENTAL

AutoCAD SHX Text

135 SF

AutoCAD SHX Text

67 SF

AutoCAD SHX Text

PROCELAIN

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

ADMIN/MEETING

AutoCAD SHX Text

AREA

AutoCAD SHX Text 160B

AutoCAD SHX Text

O TANK

AutoCAD SHX Text

TREATMENT

AutoCAD SHX Text

GENERAL

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DENTAL

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STORAGE/GROUP

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

DENTAL

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ASST. WORK

AutoCAD SHX Text

AREA

AutoCAD SHX Text 176A

AutoCAD SHX Text

DENTAL

AutoCAD SHX Text

X-RAY ROOM

AutoCAD SHX Text

RESTOOM

AutoCAD SHX Text

1HA13-76

AutoCAD SHX Text

CHIEF OF

AutoCAD SHX Text 151C

AutoCAD SHX Text 151B

AutoCAD SHX Text

TEL.

AutoCAD SHX Text 151C

AutoCAD SHX Text 151B

AutoCAD SHX Text

TEL.

AutoCAD SHX Text D.F.

AutoCAD SHX Text

292 SF

AutoCAD SHX Text 151C

AutoCAD SHX Text 151B

AutoCAD SHX Text

TEL.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Eng. Project Supervisor Date:Date:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building No.

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

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

BATH, NEW YORK

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

REPLACE ROOF BUILDING 76

AutoCAD SHX Text 01/18/2022

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

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

AutoCAD SHX Text 528A6-19-605

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Approved: Medical Center Director Date:Date:

AutoCAD SHX Text

VAMC-528A6-XXXX

AutoCAD SHX Text

FIRST FLOOR HAZARDOUS MATERIALS

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text

HA-101

AutoCAD SHX Text 02/08/2022

AutoCAD SHX Text

NAK

P TRIOT

DESIGN & CONSULTING

STILL SERVING

ISSUED FOR BID

AutoCAD…

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File details come from the government source that posted it. Updated Apr 1, 2024.