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GENERAL ASBESTOS ABATEMENT NOTES APPLICABLE TO HM-SERIES

1. THE ASBESTOS ABATEMENT PLANS ARE BASED ON THE LIMITED PRE-RENOVATION HAZARDOUS MATERIALS INSPECTION REPORT PREPARED BY RAVI ENGINEERING & LAND SURVEYING, P.C. (RE&LS) DATED SEPTEMBER 2025, AND THE ARCHITECTURAL DEMO DRAWINGS PROVIDED BY DWYER, DATED

SEPTEMBER 2025.

2. THE ASBESTOS ABATEMENT CONTRACTOR (REFERRED TO AS "CONTRACTOR" HEREIN) SHALL

COORDINATE ALL ASBESTOS REMOVAL WORK WITH THE OWNER'S REPRESENTATIVE, OTHER

CONTRACTORS, AND PROJECT DRAWINGS.

3. APPROVAL OF THE QUANTITY AND EXTENT OF ADDITIONAL WORK (NOT SHOWN ON HM-SERIES) MUST BE APPROVED BY THE ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND SURVEYING, P.C.) AND

OWNER PRIOR TO THE START OF WORK.

4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS, AND QUANTITIES ASSOCIATED WITH HM-SERIES DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF WORK.

5. THE CONTRACTOR SHALL PERFORM ALL CONTRACT WORK IN ACCORDANCE WITH CONTRACT

DOCUMENTS INCLUDING DRAWINGS, SPECIFICATIONS, NEW YORK STATE DEPARTMENT OF LABOR

(NYSDOL) INDUSTRIAL CODE RULE 56, OSHA 1926.1101, NESHAPS 40 CFR PART 61, AHERA 40 CFR PART

763, AND ALL OTHER APPLICABLE CODES.

6. THE CONTRACTOR SHALL MAINTAIN SECURITY AS APPROVED TO BE ACCEPTABLE BY THE OWNER IN REGULATED ASBESTOS WORK AREAS AT ALL TIMES, FOR THE DURATION OF THE ASBESTOS ABATEMENT

PROJECT.

7. LOCATIONS FOR ASBESTOS DUMPSTERS AND PERSONAL / WASTE DECONTAMINATION UNITS SHALL BE

COORDINATED AND APPROVED WITH THE OWNER'S REPRESENTATIVE PRIOR TO MOBILIZATION.

8. IN ACCORDANCE WITH INDUSTRIAL CODE RULE 56, THE CONTRACTOR SHALL COORDINATE SHUT DOWN AND LOCK OUT OF ELECTRICAL POWER WITHIN THE REGULATED WORK AREAS WITH THE OWNER'S REPRESENTATIVE. ALL TEMPORARY POWER TO THE REGULATED WORK AREAS SHALL BE BROUGHT IN FROM OUTSIDE THE REGULATED WORK AREAS THROUGH A GROUND-FAULT CIRCUIT INTERRUPTER AT

THE SOURCE OF THE POWER THAT SHALL BE PROVIDED BY THE CONTRACTOR.

9. THE CONTRACTOR SHALL IDENTIFY THE LOCATION OF WATER SUPPLY PRIOR TO ESTABLISHMENT OF PERSONAL DECONTAMINATION UNITS. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF WATER

SUPPLY WITH THE OWNER AND PLUMBING CONTRACTOR.

10. IN ACCORDANCE WITH INDUSTRIAL CODE RULE 56, THE CONTRACTOR SHALL CLEAN AND REMOVE NON-CONTAMINATED OBJECTS (FURNITURE, HARDWARE, LIGHTING, ETC.) FROM THE REGULATED WORK AREAS PRIOR TO BEGINNING PHASE IIA PREP ACTIVITIES. CLEANED OBJECTS SHALL BE TURNED OVER TO THE OWNER. CLEANED OBJECTS REMOVED AND REFUSED BY THE OWNER SHALL BE DISPOSED OF

AS NON-CONTAMINATED CONSTRUCTION DEBRIS BY THE CONTRACTOR.

11. VARIATIONS (+/- 10%) IN QUANTITIES AND LOCATIONS OF PREVIOUSLY IDENTIFIED

ASBESTOS-CONTAINING MATERIALS SHALL BE CONSIDERED AS HAVING NO IMPACT ON CONTRACT PRICE AND/OR SCHEDULE OF THIS CONTRACT. ADDITIONAL QUANTITIES SHALL BE VERIFIED BY A CERTIFIED

PROJECT MONITOR DURING REMOVAL ACTIVITIES.

12. THE OWNER SHALL BE RESPONSIBLE TO CONTRACT FOR NYSDOL PROJECT MONITORING/AIR SAMPLING

TECHNICIAN SERVICES. OSHA PERSONAL AIR MONITORING IS THE RESPONSIBILITY OF THE

CONTRACTOR. OSHA PERSONAL AIR MONITORING SHALL BE PERFORMED DAILY IN ACCORDANCE WITH

OSHA 1926.1101.

13. THE CONTRACTOR SHALL REQUEST AND RECEIVE WRITTEN APPROVAL FROM THE PROJECT MONITOR

AND OWNER'S REPRESENTATIVE PRIOR TO BEGINNING ASBESTOS ABATEMENT ACTIVITIES.

14. IN ACCORDANCE WITH INDUSTRIAL CODE RULE 56, THE CONTRACTOR SHALL HEPA VACUUM EXISTING

NON-MOVABLE EQUIPMENT PRIOR TO COVERING WITH PROTECTIVE PLASTIC SHEETING.

15. UNDER NO CIRCUMSTANCES SHALL CONTAMINATED WASTEWATER ENTER THE SANITARY SEWER SYSTEM. ALL WASTEWATER SHALL BE FILTERED THROUGH A SYSTEM EQUIPPED WITH A 5.0 MICRON, OR SMALLER, PARTICLE SIZE COLLECTION CAPABILITY IN ACCORDANCE WITH 12 NYCRR PART 56.

16. IF LIQUID (INCLUDING WATER, SOLVENTS, SURFACTANTS, AND / OR ENCAPSULANTS) LEAKS THROUGH THE CONTAINMENT AREAS, OR FROM THE DECONTAMINATION UNITS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL WATER DAMAGE AND REPAIR. THE CONTRACTOR SHALL DOCUMENT ALL

PRE-EXISTING WATER DAMAGE PRIOR TO ESTABLISHING CONTAINMENT AREAS.

17. IF KNOWN OR SUSPECT ASBESTOS-CONTAINING MATERIAL IS DISCOVERED, NOT PREVIOUSLY IDENTIFIED, THE CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE OWNER AND/OR OWNER'S

REPRESENTATIVE IMMEDIATELY.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY SITE-SPECIFIC VARIANCES WHICH MAY BE REQUIRED FOR THE PROJECT. APPROVAL FROM THE OWNER IS REQUIRED PRIOR TO SUBMISSION OF A VARIANCE PETITION TO ANY REGULATORY AGENCY. FAILURE TO OBTAIN PRIOR OWNER APPROVAL

MAY RESULT IN THE OWNER NOT PERMITTING THE VARIANCE TO BE USED ON THE PROJECT.

19. THE DISTURBANCE OF ANY KNOWN OR SUSPECT ASBESTOS-CONTAINING MATERIAL FOR WHICH HAS NOT BEEN DETERMINED TO BE NON-ASBESTOS-CONTAINING BY LABORATORY ANALYSIS, SHALL BE

PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TOOLS, EQUIPMENT, SUPPLIES, ETC.

REQUIRED FOR THEIR WORK. THE OWNER OR OWNER'S REPRESENTATIVE SHALL NOT BE HELD LIABLE FOR THEFT OR DAMAGE OF THESE ITEMS. TOOLS SHALL BE REMOVED AND PLACED IN AN OWNER

APPROVED SECURE STORAGE AREA FOLLOWING EACH WORK DAY SHIFT.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE REGULATED WORK AREAS IN A CLEAN AND SAFE CONDITION. THE CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR

UNAUTHORIZED VISITORS DO NOT ENTER ACTIVE REGULATED WORK AREAS AT ANY TIME.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION TO KEEP THE BUILDING IN A WATERTIGHT CONDITION AND TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES FOR THE DURATION OF THE PROJECT. REPAIR OR DAMAGE CAUSED AS A RESULT OF IMPROPER TEMPORARY

PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL

DOCUMENT ALL PRE-EXISTING WATER DAMAGE PRIOR TO ESTABLISHING CONTAINMENT AREAS.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AND DISPOSAL OF DEMOLISHED

MATERIALS REQUIRED TO ACCESS AND ABATE KNOWN AND/OR SUSPECT ASBESTOS-CONTAINING

MATERIALS SCHEDULED FOR REMOVAL.

24. ALL ASBESTOS-CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED

FROM THE REGULATED WORK AREAS. ASBESTOS WARNING LABELS SHALL BE APPLIED TO THE

ASBESTOS WASTE BAGS. ALL ASBESTOS WASTE MATERIALS THAT ARE REMOVED FROM THE SITE SHALL BE ACCOMPANIED BY AN ASBESTOS WASTE SHIPMENT RECORD/MANIFEST TO BE VERIFIED AND SIGNED BY THE ON SITE ENVIRONMENTAL CONSULTANT THAT INSPECTS THE SHIPMENT PRIOR TO BEING REMOVED FROM THE SITE. THE COMPLETED WASTE SHIPMENT RECORD MUST BE PROVIDED TO THE ENVIRONMENTAL CONSULTANT WITHIN 14 CALENDAR DAYS OF WASTE SHIPMENT LEAVING THE SITE. ALL

ORIGINAL COMPLETED WASTE SHIPMENT RECORDS MUST BE INCLUDED WITH THE CLOSEOUT

SUBMISSION.

25. ALL REQUIRED PRE-ABATEMENT SUBMITTALS, AS INDICATED IN THE SPECIFICATIONS, SHALL BE

RECEIVED AND APPROVED BY THE ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND

SURVEYING, P.C.) PRIOR TO STARTING ABATEMENT.

26. ALL REQUIRED POST-ABATEMENT SUBMITTALS, AS INDICATED IN THE SPECIFICATIONS, SHALL BE RECEIVED AND APPROVED BY THE ARCHITECT (DWYER) AND THE ENVIRONMENTAL CONSULTANT (RAVI

ENGINEERING & LAND SURVEYING, P.C.) FOLLOWING THE COMPLETION OF ABATEMENT.

27. IN THE EVENT THERE IS A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT

REGULATION SHALL APPLY.

ASBESTOS ABATEMENT KEY NOTES APPLICABLE TO HM-SERIES

CONTRACTOR SHALL ESTABLISH A NEGATIVE PRESSURE ENCLOSURE PER 12 NYCRR

PART 56 TO REMOVE THE NON-AC WALL SYSTEM INCLUDING GYPSUM WALL BOARD,

PLASTER WALL BOARD, AND CMU BLOCK (AS NECESSARY) AS FOLLOWS:

· FOLLOWING THE OPENING OF THE WALL SYSTEM, AND PRIOR TO THE REMOVAL OF

WALL SYSTEM DEBRIS FROM THE REGULATED WORK AREA, A CERTIFIED

ASBESTOS INSPECTOR SHALL ASSESS THE INSULATION WITHIN THE CHASE TO

DETERMINE THE FOLLOWING: 1) IS THE MATERIAL A SUSPECT OR KNOWN

ASBESTOS-CONTAINING MATERIAL; 2) THE CONDITION OF THE SUSPECT OR

KNOWN ASBESTOS-CONTAINING MATERIAL; 3) COLLECT AND ANALYZE SAMPLES

AT THE DISCRETION OF THE OWNER TO DETERMINE ASBESTOS CONTENT.

· IF IT IS DETERMINED THAT THE INSULATION (PIPING, ELBOWS, & FITTINGS) IS

FIBERGLASS, WALL DEBRIS SHALL BE DISPOSED OF AS GENERAL CONSTRUCTION

DEBRIS. CONTAINMENT CAN BE DISMANTLED AND NO FURTHER ACTION IS

REQUIRED.

· IF IT IS DETERMINED THAT THE INSULATION IS AN ACM AND THE INSULATION IS

INTACT, WALL DEBRIS SHALL BE DISPOSED OF AS GENERAL CONSTRUCTION

DEBRIS.

· IN THE CASE THE INSULATION IS DETERMINED TO BE AN ACM AND THE INSULATION

IS NOT INTACT, WALL DEBRIS SHALL BE DISPOSED OF AS RACM.

· IF THE INSULATION IS DETERMINED TO BE A SUSPECT ASBESTOS-CONTAINING

MATERIAL OR KNOWN ASSUMED AC (VARIOUS COLORS) THERMAL SYSTEMS

INSULATION (PIPING, ELBOWS, & FITTINGS), CONTRACTOR SHALL REMOVE

INSULATION, INCLUDING FIBERGLASS INSULATION, (PIPING, FITTINGS, ELBOWS)

WITHIN WALL CHASES, IN ITS ENTIRETY, AND DISPOSE OF AS RACM.

CONTRACTOR SHALL ESTABLISH A NEGATIVE PRESSURE ENCLOSURE EXTENDING

FROM THE FLOOR TO THE GRID (DROP CEILING) AND SEAL AT THE GRID SUPPORTS.

CONTRACTOR AND PROJECT MONITOR SHALL REMOVE A SINGLE (ONE) CEILING TILE

PER FUNCTIONAL SPACE, OR AS REQUIRED TO SUFFICIENTLY ASSESS THE ENTIRETY

OF THE PROPOSED REGULATED WORK AREA, IN ORDER TO INSPECT THE

SURROUNDING CEILING TILES DIRECTLY BELOW THE PIPING SYSTEM WHICH

CONTAINS TRACE AC GRAY THERMAL INSULATION. IF NO DEBRIS IS OBSERVED ON

THE CEILING TILES, THE CEILING TILES SHALL BE REMOVED AND DISPOSED OF AS

GENERAL CONSTRUCTION DEBRIS. IF DEBRIS, OR IDENTIFIABLE SUSPECT MATERIALS

ARE LOCATED ON THE CEILING TILES, THEY SHALL BE REMOVED, HANDLED AND

DISPOSED OF AS A RACM. SHOULD ABATEMENT OF CEILING TILES BE REQUIRED,

REMOVALS OF CEILING TILES UNDER ABATEMENT CONDITIONS SHALL BE LIMITED TO

CEILING TILES DIRECTLY BELOW THE TRACE AC GRAY THERMAL SYSTEM INSULATION.

CONSTRUCTION OF THE NEGATIVE PRESSURE ENCLOSURE SHALL BE CONTINUED TO

EXTEND FROM THE CEILING SUPPORT GRID TO THE UNDERSIDE OF THE DECKING

ABOVE. FOLLOWING COMPLETION OF THE NEGATIVE PRESSURE ENCLOSURE AND

OBSERVANCE OF APPROPRIATE WAIT TIMES, THE CONTRACTOR SHALL REMOVE THE

TRACE AC GRAY THERMAL INSULATION, IN ITS ENTIRETY, INCLUDING ALL INSULATION

(FIBERGLASS) FROM ELBOWS, FITTING AND PIPE RUNS. REMOVALS SHALL BE

COMPLETE TO THE POINT THAT NO VISIBLE RESIDUE REMAINS. MATERIALS ABATED

SHALL BE HANDLED AND DISPOSED OF AS A RACM. CONTRACTOR SHALL

COORDINATE REMOVAL LOCATIONS WITH ARCHITECTURAL DEMO DRAWINGS AND

MECHANICAL DRAWINGS.

CONTRACTOR SHALL REMOVE NON-AC BLACK COVE BASE AND NON-AC COVE BASE

MASTIC (VARIOUS COLORS), THRESHOLDS, AC 9” X 9” GRAY FLOOR TILE AND

ASSOCIATED AC BLACK MASTIC, FULL DEPTH, ALL LAYERS, IN ITS ENTIRETY, TO THE

SUBSTRATE AND DISPOSE OF AS AN ACM. REMOVALS SHALL BE COMPLETE TO THE

POINT THAT NO VISIBLE RESIDUE REMAINS.

CONTRACTOR SHALL REMOVE AC GRAY EXTERIOR WINDOW GLAZING/CAULK

BETWEEN GLASS AND METAL, FULL DEPTH, ALL LAYERS, TO THE SUBSTRATE.

CONTRACTOR SHALL BE AWARE THAT WINDOW GLAZING / CAULK IS AN ACM AND PCB

BULK PRODUCT WASTE. CONTRACTOR SHALL REMOVE IN ACCORDANCE WITH 12

NYCRR PART 56 AND DISPOSE OF IN ACCORDANCE WITH 40 CFR 761. REMOVE,

HANDLE AND STORE AS AN ACM, AND DISPOSE OF AS PCB-BULK PRODUCT WASTE.

REMOVALS SHALL BE COMPLETE TO THE POINT THAT NO VISIBLE RESIDUE REMAINS.

GENERAL LEAD-CONTAINING PAINT NOTES APPLICABLE TO HM-SERIES

1. SURFACES CONTAINING LEAD-CONTAINING PAINT ARE ASSUMED TO BE PRESENT IN THE

RENOVATION AREAS. ALTERATIONS TO PAINTED SURFACES CONTAINING LEAD SHALL BE

PERFORMED BY ALL CONTRACTORS IN ACCORDANCE WITH 29 CFR 1926.62.

2. ALL REQUIRED PRE-ABATEMENT SUBMITTALS SHALL BE RECEIVED AND APPROVED BY THE

ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND SURVEYING, P.C.) PRIOR TO STARTING

ALTERATIONS.

3. IN THE EVENT THERE IS A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST

STRINGENT REGULATION SHALL APPLY.

GENERAL PCB CAULK ABATEMENT NOTES APPLICABLE TO HM-SERIES

1. THE CONTRACTOR SHALL PERFORM ALL CONTRACT WORK IN ACCORDANCE WITH CONTRACT

SPECIFICATIONS AND THE TOXIC SUBSTANCES CONTROL ACT (TSCA) REGULATIONS 40 CFR 761.

2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES OF

MATERIALS BEFORE START OF WORK.

3. VARIATIONS (+/- 10%) IN QUANTITIES AND LOCATIONS OF PREVIOUSLY IDENTIFIED PCB-CONTAINING MATERIALS SHALL BE CONSIDERED AS HAVING NO IMPACT ON CONTRACT PRICE AND/OR SCHEDULE OF THIS CONTRACT. ADDITIONAL QUANTITIES SHALL BE VERIFIED BY A CERTIFIED PROJECT MONITOR DURING

REMOVAL ACTIVITIES

4. ALL WORKERS SHALL POSSESS A VALID OSHA HAZWOPER TRAINING CERTIFICATE.

5. OSHA DAILY PERSONAL AIR MONITORING FOR PCB EXPOSURE SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

6. ALL REMOVAL WORK SHALL BE COORDINATED WITH THE OWNER.

7. THE CONTRACTOR SHALL MAINTAIN SECURITY IN THE PCB WORK AREAS AT ALL TIMES, FOR THE DURATION

OF THE PCB CAULK ABATEMENT PROJECT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF GROUNDS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, CONCRETE, SOIL, GRASS AND LANDSCAPING. DAMAGE TO EXISTING CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL DOCUMENT ALL PRE-EXISTING DAMAGE

PRIOR TO STARTING CONSTRUCTION.

9. IF THE BUILDING ENVELOPE BECOMES EXPOSED OR COMPROMISED AFTER CAULK ABATEMENT, THE CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER AND SECURITY PROTECTION AND SHALL MAINTAIN

UNTIL PERMANENT BUILDING ENVELOPE HAS BEEN RESTORED.

10. IF WATER LEAKS THROUGH CONTAINMENT AREAS OR RESULTS FROM IMPROPER WEATHER PROTECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER DAMAGE.

11. PCB BULK-PRODUCT WASTE DRUM STORAGE LOCATIONS AND TRANSPORT ROUTES SHALL BE

COORDINATED WITH THE OWNER.

12. ALL TEMPORARY POWER TO THE PCB WORK AREAS SHALL BE BROUGHT IN FROM OUTSIDE OF THE PCB WORK AREAS THROUGH A GROUND FAULT CIRCUIT INTERRUPTER AT THE SOURCE OF THE POWER THAT

SHALL BE PROVIDED BY THE CONTRACTOR.

13. THE CONTRACTOR SHALL PROVIDE SAFETY DATA SHEETS (SDS) FOR ANY CHEMICAL AGENTS TO BE USED

FOR PCB CAULK ABATEMENT.

14. PCBS MAY HAVE LEACHED INTO POROUS BUILDING MATERIALS. THESE BUILDING MATERIALS CANNOT BE REMOVED EFFECTIVELY WITHOUT DEFACING THE SUBSTRATE. ALL LOCATIONS WHERE PCB-CONTAINING CAULKS HAVE BEEN REMOVED SHALL BE WIPED CLEAN AND MANAGED IN-PLACE AS A PCB-CONTAMINATED

BUILDING MATERIAL.

15. THE CONTRACTOR'S MEANS AND METHODS TO COMPLETE THE WORK SHALL PREVENT OR MINIMIZE THE GENERATION OF DUST IN ALL CASES. VISIBLE DUST LEAVING THE WORK AREA SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. THE CONTRACTOR SHALL ENSURE THAT OPERABLE WINDOWS AND AIR

INTAKES ADJACENT TO THE WORK AREAS ARE NOT IMPACTED.

16. THE CONTRACTOR SHALL CAPTURE AND PROPERLY DISPOSE OF ALL WATER/WASTEWATER GENERATED DURING EXECUTION OF THE ABATEMENT PROJECT. UNDER NO CIRCUMSTANCES SHALL CONTAMINATED

WASTEWATER ENTER THE STORM OR SANITARY SEWER SYSTEM.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION AND DISPOSAL OF ALL WASTES

GENERATED DURING EXECUTION OF THE PROJECT.

18. ALL REQUIRED PRE-ABATEMENT SUBMITTALS, AS INDICATED IN THE SPECIFICATIONS, SHALL BE RECEIVED AND APPROVED BY THE ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND SURVEYING, P.C.)

PRIOR TO STARTING ABATEMENT.

19. ALL REQUIRED POST-ABATEMENT SUBMITTALS, AS INDICATED IN THE SPECIFICATIONS, SHALL BE RECEIVED AND APPROVED BY THE ARCHITECT (DWYER) AND THE ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING

& LAND SURVEYING, P.C.) FOLLOWING THE COMPLETION OF ABATEMENT.

20. IN THE EVENT THERE IS A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT

REGULATION SHALL APPLY.

PCB CAULK ABATEMENT KEY NOTES APPLICABLE TO HM-SERIES

CONTRACTOR SHALL REMOVE PCB-CONTAINING GRAY EXTERIOR WINDOW GLAZING / CAULK

BETWEEN GLASS AND METAL, FULL DEPTH, ALL LAYERS, TO THE SUBSTRATE. CONTRACTOR

SHALL BE AWARE THAT WINDOW GLAZING / CAULK IS AN ACM AND PCB BULK PRODUCT

WASTE. CONTRACTOR SHALL REMOVE IN ACCORDANCE WITH 12 NYCRR PART 56 AND

DISPOSE OF IN ACCORDANCE WITH 40 CFR 761. REMOVE, HANDLE AND STORE AS AN ACM,

AND DISPOSE OF AS PCB-BULK PRODUCT WASTE. REMOVALS SHALL BE COMPLETE TO THE

POINT THAT VISIBLE RESIDUE REMAINS.

CONTRACTOR SHALL REMOVE PCB-CONTAINING DARK GRAY EXTERIOR WINDOW CAULK

BETWEEN BRICK AND METAL, FULL DEPTH, ALL LAYERS, TO THE SUBSTRATE, AND DISPOSE

OF AS PCB-BULK PRODUCT WASTE. REMOVALS SHALL BE COMPLETE TO THE POINT THAT NO

VISIBLE RESIDUE REMAINS.

PCB CAULK ABATEMENT LEGEND APPLICABLE TO HM-SERIES

SQUARE FEET

PCB-CONTAINING GRAY EXTERIOR WINDOW GLAZING / CAULK

PCB-CONTAINING DARK GRAY EXTERIOR WINDOW CAULK

APPROXIMATE PCB CAULK

ABATEMENT QUANTITIES

APPLICABLE TO HM-SERIES

(FOR BIDDING ONLY)

WIG 6 SF

WIG

SF

WIG

WIC

WIC 10 SF

WICAPPROXIMATE ASBESTOS ABATEMENT

QUANTITIES APPLICABLE TO HM-SERIES

(FOR BIDDING ONLY)

FT

WIG

ASBESTOS ABATEMENT LEGEND APPLICABLE TO HM-SERIES

ASBESTOS-CONTAINING

ASBESTOS-CONTAINING MATERIAL

REGULATED ASBESTOS-CONTAINING MATERIAL

SQUARE FEET

LINEAR FEET

ASSUMED AC (VARIOUS COLORS) THERMAL SYSTEMS INSULATION (PIPING, ELBOWS,

& FITTINGS)

TRACE AC GRAY THERMAL SYSTEMS INSULATION (PIPING, ELBOWS, & FITTINGS)

ASBESTOS-CONTAMINATED 2' X 4' GRAY ACOUSTICAL CEILING TILE

AC 9" X 9" GRAY FLOOR TILE AND ASSOCIATED AC BLACK FLOOR TILE MASTIC

AC GRAY EXTERIOR WINDOW GLAZING/CAULK

APPROXIMATE AREA OF TRACE AC GRAY THERMAL SYSTEMS INSULATION (PIPING,

ELBOWS, & FITTINGS) ASSOCIATED WITH ACOUSTICAL CEILING TILE

APPROXIMATE AREA OF AC 9" X 9" GRAY FLOOR TILE AND ASSOCIATED AC BLACK

FLOOR TILE MASTIC, LIMITED TO UPPER LEVEL ONLY

LF

AC

SF

ACM

RACM

FT

WIG

TSI 75 LF

WIG 6 SF

ACT 300 SF

FT 5,560 SF

TSI

TSI 30 LF

TSI

TSI

ACT

TSI

ACT

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date:

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE, NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: Reviewer:

www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

EXPIRES: 09/30/2027

HM-100

BID DOCUMENTS

ADZ BLR

HAZARDOUS MATERIALS

ABATEMENT PLAN -

GENERAL NOTES

MAY 8, 2026

ACCESS

PIT

UP

OUTLINE OF UPPER LEVEL

DOWN

1075 SF

ROOM

2096 SF

MECHANICAL EQUIPMENT ROOM

102 SF

003A

CORRIDOR

285 SF

ROOM

1094 SF

IT SERVICES

172 SF

009C

ROOM

115 SF

009B

ROOM

129 SF

009A

ROOM

320 SF

ROOM

117 SF

009D

ROOM

104 SF

009F

ROOM

105 SF

009G

ROOM

319 SF

009E

ROOM

216 SF

STAFF/ROOM

116 SF

013B

ROOM

112 SF

013C

ROOM

698 SF

ROOM

391 SF

OFFICES

123 SF

009H

ROOM

90 SF

009I

ROOM

122 SF

007C

ROOM

1648 SF

CORRIDOR

163 SF

ARCHIVES

454 SF

ARCHIVES

910 SF

ARCHIVES

109 SF

COAT ROOM

61 SF

STORAGE

40 SF

NUMBER

607 SF

NUMBER

PIPE & DUCT TUNNEL

580 SF

NUMBER

PIPE & DUCT TUNNEL

32 SF

0A

ELEVATOR

35 SF

003B

CLOSET

73 SF

0A

STAIR

347 SF

LOBBY

211 SF

001A

MEN'S TOILET

367 SF

001B

WOMEN'S TOILET

54 SF

JAN. CLOSET

92 SF

003E

MEN'S TOILET

132 SF

003D

WOMENS TOILET

86 SF

003C

CORRIDOR

RAMP

1012 SF

U.S FOREST SERVICE

1048 SF

ROOM SUITE

301 SF

005A

ROOM

FT

FT

FT

FT

FT

FT

FTFT

FT

FT

FT

WIC

WIG

WIC

WIG

WIC

WIG

WIC

WIG

WIC

WIG

WIC

WIG

FT

TSI

ACT

TSI

ACT

TSI

ACT

TSI

TSI

TSI

ELEV. MECH. ROOM

GENERAL LEAD-CONTAINING PAINT NOTES APPLICABLE TO HM-101

1. SURFACES CONTAINING LEAD-CONTAINING PAINT ARE ASSUMED TO BE PRESENT IN THE

RENOVATION AREAS. ALTERATIONS TO PAINTED SURFACES CONTAINING LEAD SHALL BE

PERFORMED BY ALL CONTRACTORS IN ACCORDANCE WITH 29 CFR 1926.62.

2. ALL REQUIRED PRE-ABATEMENT SUBMITTALS SHALL BE RECEIVED AND APPROVED BY THE

ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND SURVEYING, P.C.) PRIOR TO STARTING

ALTERATIONS.

3. IN THE EVENT THERE IS A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST

STRINGENT REGULATION SHALL APPLY.

ASBESTOS ABATEMENT LEGEND APPLICABLE TO HM-101

ASBESTOS-CONTAINING

SQUARE FEET

LINEAR FEET

ASSUMED AC (VARIOUS COLORS) THERMAL SYSTEMS INSULATION (PIPING, ELBOWS,

& FITTINGS)

TRACE AC GRAY THERMAL SYSTEMS INSULATION (PIPING, ELBOWS, & FITTINGS)

ASBESTOS-CONTAMINATED 2' X 4' GRAY ACOUSTICAL CEILING TILE

AC 9" X 9" GRAY FLOOR TILE AND ASSOCIATED AC BLACK FLOOR TILE MASTIC

AC GRAY EXTERIOR WINDOW GLAZING/CAULK

APPROXIMATE AREA OF TRACE AC GRAY THERMAL SYSTEMS INSULATION (PIPING,

ELBOWS, & FITTINGS) ASSOCIATED WITH ACOUSTICAL CEILING TILE

LF

AC

SF

FT

WIG

TSI

TSI

ACT

APPROXIMATE ASBESTOS ABATEMENT

QUANTITIES APPLICABLE TO HM-101

(FOR BIDDING ONLY)

TSI 75 LF

WIG 6 SF

ACT 300 SF

FT 4,500 SF

TSI 30 LF

PCB CAULK ABATEMENT LEGEND APPLICABLE TO HM-101

SQUARE FEET

PCB-CONTAINING GRAY EXTERIOR WINDOW GLAZING / CAULK

PCB-CONTAINING DARK GRAY EXTERIOR WINDOW CAULK

APPROXIMATE PCB CAULK

ABATEMENT QUANTITIES

APPLICABLE TO HM-101

(FOR BIDDING ONLY)

WIG 6 SF

WIG

SF

WIC 10 SF

WIC

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date:

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE, NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: Reviewer:

www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

EXPIRES: 09/30/2027

HAZARDOUS MATERIALS

ABATEMENT PLAN -

LOWER LEVEL PLAN

HM-101

MAY 8, 2026

BID DOCUMENTS

ADZ BLR

1/8" = 1'-0"

HAZARDOUS MATERIALS ABATEMENT PLAN - LOWER LEVEL PLAN

HM-101

Terrace

FT

SW CORNER

ASBESTOS ABATEMENT LEGEND APPLICABLE TO HM-102

ASBESTOS-CONTAINING

SQUARE FEET

AC 9" X 9" GRAY FLOOR TILE AND ASSOCIATED AC BLACK FLOOR TILE MASTIC

APPROXIMATE AREA OF AC 9" X 9" GRAY FLOOR TILE AND ASSOCIATED AC BLACK FLOOR TILE

MASTIC, LIMITED TO UPPER LEVEL ONLY

AC

SF

FT

APPROXIMATE ASBESTOS ABATEMENT

QUANTITIES APPLICABLE TO HM-102

(FOR BIDDING ONLY)

FT 1,060 SF

GENERAL LEAD-CONTAINING PAINT NOTES APPLICABLE TO HM-102

1. SURFACES CONTAINING LEAD-CONTAINING PAINT ARE ASSUMED TO BE PRESENT IN THE

RENOVATION AREAS. ALTERATIONS TO PAINTED SURFACES CONTAINING LEAD SHALL BE

PERFORMED BY ALL CONTRACTORS IN ACCORDANCE WITH 29 CFR 1926.62.

2. ALL REQUIRED PRE-ABATEMENT SUBMITTALS SHALL BE RECEIVED AND APPROVED BY THE

ENVIRONMENTAL CONSULTANT (RAVI ENGINEERING & LAND SURVEYING, P.C.) PRIOR TO STARTING

ALTERATIONS.

3. IN THE EVENT THERE IS A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST

STRINGENT REGULATION SHALL APPLY.

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date:

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE, NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: Reviewer:

www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

EXPIRES: 09/30/2027

HAZARDOUS MATERIALS

ABATEMENT PLAN -

UPPER LEVEL PLAN

HM-102

BID DOCUMENTS

ADZ BLR

HAZARDOUS MATERIALS ABATEMENT PLAN - UPPER LEVEL PLAN

MAY 8, 2026

1/8" = 1'-0"HM-102

23 MECHANIC STREET, SPRINGVILLE, NY 14141

D at e:

Tim e:

/2

1/

:5

1:

A M www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date: MAY 08, 2026

BID DOCUMENTS

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE

AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE,

NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: CCW Reviewer: GPS

S-001

STRUCTURAL

NOTES AND

LEGENDS

WP WORK POINT

W/O WITHOUT

W/ WITH

UNO UNLESS NOTED OTHERWISE

TYP TYPICAL

T/ TOP OF

T&B TOP AND BOTTOM

THRU THROUGH

THK THICK

STL STEEL

STD STANDARD

SOG SLAB ON GROUND

SCHED SCHEDULE

REQD REQUIRED

REF REFERENCE

RAD RADIUS

PL PLATE

OD OUTSIDE DIAMETER

OC ON CENTER

MIN MINIMUM

MH MANHOLE

MAX MAXIMUM

LLV LONG LEG VERTICAL

IJ FILLER ISOLATION JOINT

ID INSIDE DIAMETER

HVY HEAVY

HS HIGH STRENGTH

GRTG GRATING

GALV GALVANIZE

FV FIELD VERIFY

FD FIELD DIMENSION

FS FAR SIDE

FACE/ FACE OF

EXST EXISTING

EQL EQUAL

EL ELEVATION

EW EACH WAY

DWG DRAWING

DIA DIAMETER

CJ CONTRACTOR JOINT

CONN CONNECTION

CONC CONCRETE

C/C CENTER TO CENTER

BLDG BUILDING

BOT/ BOTTOM OF

BC BOLT CIRCLE

BTB BACK TO BACK

B/ BACK OF

APPROX APPROXIMATELY

ABBREVIATION TERM

ABBREVIATIONS:

1.

2.

3.

4.

5.

6.

THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF PROPOSED WORK TO THE OWNER'S

CONSTRUCTION MANAGER FOR REVIEW. WORK SHALL NOT START UNTIL SUCH TIME AS THE

OWNER'S CONSTRUCTION MANAGER APPROVES THE CONTRACTOR'S SCHEDULE.

THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO

STARTING CONSTRUCTION AND THE OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED

IN WRITING, OF ANY PROBLEM AREAS WHICH MAY HAVE AN EFFECT ON THE INTENDED SCOPE

OF WORK.

DISMANTLING, REMOVAL AND DISPOSITION OF ALL EXISTING STRUCTURES, CONCRETE AND

REINFORCING STEEL SHALL BE AS DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER.

THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING AS

REQUIRED FOR EXISTING BUILDINGS OR STRUCTURES INVOLVED WITH CONSTRUCTION

ACTIVITIES.

THE CONTRACTOR SHALL MAINTAIN THE WORKSITE IN AN ORDERLY CONDITION AND PROVIDE

FOR REGULAR CLEANUP OF THE CONSTRUCTION AREAS UNDER HIS JURISDICTION ON A DAILY

BASIS.

UPON COMPLETION OF ALL WORK, THE CONTRACTOR SHALL REMOVE DEMOLISHED AND

SCRAP MATERIALS (COORDINATE WITH OWNER), HIS TEMPORARY FACILITIES, EQUIPMENT,

SURPLUS MATERIALS AND SUPPLIES. FINAL CLEANUP SHALL LEAVE PREMISES IN AN ORDERLY

CONDITION.

SITE:

6.

7.

8.

9.

FABRICATE AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI 318 BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE, ACI SP-66 DETAILING MANUAL, ACI 301

SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.

PROVIDE REINFORCING STEEL CONFORMING TO ASTM A615 GRADE 60. SUBMIT REINFORCING

STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.

PROVIDE ACI CLASS B REINFORCING BAR SPLICES BUT NOT LESS THAN 12 INCHES OF LAP.

PROVIDE CORNER REINFORCING BARS AT ALL EXTERIOR CORNERS OF CONCRETE WORK.

CORNER BARS TO MATCH HORIZONTAL REINFORCING.

1.

2.

3.

4.

5.

6.

7.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND SERVICE UTILITIES

PRIOR TO BEGINNING CONSTRUCTION WORK.

THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE OWNER'S CONSTRUCTION

MANAGER BEFORE EXCAVATING BEGINS.

THE CONTRACTOR SHALL REVIEW AVAILABLE GEOTECHNICAL INVESTIGATION REPORT AND

ITS RECOMMENDATIONS.

PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA "CONSTRUCTION STANDARDS FOR

TRENCHING AND EXCAVATION, 29 CFR, PART 1926, SUBPART P" GUIDELINES.

WHERE EXISTING FOUNDATIONS ARE ENCOUNTERED DURING EXCAVATION FOR NEW

FOUNDATIONS, THE ENGINEER OF RECORD IS TO BE NOTIFIED IN WRITING. THE ENGINEER OF

RECORD WILL DETERMINE THE EXTENT THE EXISTING FOUNDATIONS SHALL BE REMOVED.

FOUNDATIONS WHERE MATS AND SPREAD FOOTINGS ARE USED SHALL BE SUPPORTED ON

UNDISTURBED SUITABLE BEARING SOILS OR COMPACTED STRUCTURAL FILL HAVING A

MINIMUM BEARING CAPACITY AS SHOWN IN THE DESIGN CRITERIA. THE CONTRACTOR SHALL

EMPLOY A QUALIFIED SOILS ENGINEER TO VERIFY SUITABLE FOUNDATION AND PAVEMENT

BEARING GRADES. IF UNSUITABLE SOILS ARE EXPOSED, AS DEEMED BY THE SOILS

ENGINEER, THEY SHALL BE OVER EXCAVATED (REMOVED) AND REPLACED WITH

STRUCTURAL FILL FROM THE DEPTH OF OVER EXCAVATION TO THE BEARING ELEVATION

SHOWN ON THE DRAWINGS.

COMPACTED SUB BASE STRUCTURAL FILL SHALL CONFORM TO NYSDOT SPECIFICATION

304.12M, TYPE 2 SUBBASE. BACKFILLING SHALL BE DONE IN 9 INCH MAXIMUM LAYERS

COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1556, D1557 AND D2922). THE THICKNESS

OF COMPACTED STRUCTURAL FILL SHALL BE IN ACCORDANCE WITH THE DESIGN DRAWINGS.

IN THE EVENT THAT A THICKNESS IS NOT SHOWN, USE A MINIMUM COMPACTED THICKNESS

OF 6 INCHES. BACKFILLING ABOVE AND ON TOP OF SPREAD FOOTINGS AND WALLS MAY

UTILIZE EXCAVATED MATERIALS AS DEEMED SUITABLE BY A QUALIFIED SOILS ENGINEER.

EXCAVATION AND BACKFILL:

1.

2.

3.

4.

5.

REFER TO ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE FOR

CONCRETE CONSTRUCTION REQUIREMENTS.

PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.

SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING BACKUP DATA FOR EACH TYPE

OF CONCRETE PROPOSED FOR USE PRIOR TO THE START OF CONSTRUCTION. IDENTIFY

WHERE EACH DIFFERENT CONCRETE MIX IS INTENDED TO BE USED.

PROVIDE AIR ENTRAINMENT PER ACI 318 FOR ALL EXTERIOR CONCRETE. LIMIT WATER

CEMENT RATIO FOR ALL CONCRETE TO 0.45. FOR INTERIOR SLAB-ON-GRADE, LIMIT CEMENT

CONTENT TO 540 POUNDS PER CUBIC YARD.

PROVIDE FOUR TEST CYLINDERS FOR EVERY 50 CUBIC YARDS, OR LESS (EACH DAY) AND

FURNISH TEST REPORTS FOR 7 AND 28 DAY COMPRESSION TESTS.

WATER MAY BE ADDED INITIALLY TO CONCRETE WHICH ARRIVES AT THE SITE IF AFTER

ADDITION OF THE WATER THE MAXIMUM WATER/CEMENT RATIO IS NOT EXCEEDED.

RETEMPERING AFTER INITIAL SLUMP ADJUSTMENT IS NOT PERMITTED.

BEAMS AND COLUMNS 1 1/2 IN

SLABS AND WALLS 3/4 IN

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND

NO 6 BAR AND LARGER 2 IN

NO 5 BAR AND SMALLER 1 1/2 IN

CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND

CONCRETE CAST AGAINST EARTH OR FILL 3 IN

CONCRETE AND GROUT:

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

PROVIDE THE FOLLOWING CONCRETE COVER IN ACCORDANCE WITH ACI 318:

PROVIDE ANCHOR BOLTS THAT CONFORM TO F1554 GR. 36KSI, SUPPLEMENT S1 WITH HEAVY HEX NUTS AND FLAT

WASHERS, UNLESS NOTED OTHERWISE. HOT DIP GALVANIZE ALL ANCHOR BOLT ASSEMBLIES.

SET CAST-IN-PLACE ANCHOR BOLTS WITH TEMPLATES TO ELEVATIONS SHOWN ON DRAWINGS PRIOR TO CONCRETE BEING

PLACED. "WET-STICKING" ANCHORS IS STRICTLY PROHIBITED.

VERIFY THAT ALL OPENINGS, INSERTS, ANCHOR BOLTS, EMBEDDED PIPING, REBAR, DOWELS, CONDUITS, GROUNDING WIRES, DUCTWORK, ETC. ARE IN PLACE BEFORE PLACING CONCRETE. "WET-STICKING" EMBEDMENTS IS STRICTLY

PROHIBITED.

PROVIDE REINFORCING STEEL FREE OF OIL, MUD, HARDENED CONCRETE, LOOSE SCALE AND RUST.

BRACE, TIE, AND SUPPORT REINFORCING WITH CHAIRS IN ACCORDANCE WITH ACI 315.

DO NOT WELD REINFORCING STEEL UNLESS INDICATED ON THE DRAWINGS.

EDGE TOOL TOP HORIZONTAL EDGE OF PIERS

TOOL ALL CONCRETE EDGES AND FILL WITH SEMI-RIGID EPOXY JOINT FILLER WITH 100 PERCENT SOLIDS AND A TYPE A

SHORE DUROMETER HARDNESS OF 80 ACCORDING TO ASTM D2240.

DO NOT USE CONCRETE CONSTRUCTION JOINTS UNLESS SHOWN ON DRAWINGS OR APPROVED IN WRITING BY THE

ENGINEER.

DO NOT PLACE CONCRETE INTO ANY FORM OR EXCAVATION CONTAINING TRASH, FREE WATER, ICE, OR FROZEN GROUND.

USE APPROPRIATE METHODS TO MINIMIZE FREE-FALL DISTANCE OF CONCRETE. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE. DO NOT ALLOW CONCRETE TO FLOW HORIZONTALLY WITHIN FORMS OVER A DISTANCE EXCEEDING 5 FEET.

PROVIDE A CLEAR, NON-YELLOWING, WATER BASED CURING AND SEALING COMPOUND ON FLOOR SLABS AND EXPOSED

SURFACES UNLESS NOTED OTHERWISE.

REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND TO ACI 306 FOR REQUIREMENTS

FOR PLACING CONCRETE IN COLD WEATHER.

CONCRETE AND GROUT CONTINUED:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

MASONRY STRUCTURES ARE DESIGNED IN ACCORDANCE WITH ACI 530, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES” AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1), LATEST EDITIONS.

CONCRETE MASONRY UNITS TO BE LIGHT WEIGHT HOLLOW CORE BLOCK, CONFORMING TO ASTM C90.

SOLID BRICK MASONRY UNITS TO HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 5,500 PSI.

MORTAR TO BE TYPE N CONFORMING TO ASTM C270.

GROUT TO BE IN ACCORDANCE WITH ASTM C476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28

DAYS.

REINFORCED CONCRETE MASONRY ASSEMBLIES TO HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF F'M=1500

PSI.

VERTICAL REINFORCEMENT BARS TO BE IN ACCORDANCE WITH ASTM A615, GRADE 60.

PROVIDE VERTICAL REINFORCEMENT BARS AS SHOWN ON DRAWINGS, PROVIDE ADDITIONAL VERTICAL

REINFORCEMENT BARS AT STRUCTURE CORNERS AND JAMBS OF WALL OPENINGS.

GROUT CELLS CONTAINING REINFORCING BARS, ANCHOR RODS OR HARDWARE SOLID. MECHANICALLY CONSOLIDATE

GROUT IN PLACE TO ENSURE VOIDS DO NOT DEVELOP IN THE GROUTED CELLS.

LIMIT HEIGHT OF GROUT PLACEMENTS TO FOUR (4) FOOT LIFTS UNLESS SPECIFIC HIGH LIFT GROUTING PROCEDURES

ARE FOLLOWED.

PROVIDE 9 GAUGE LADDER-TYPE JOINT REINFORCEMENT AT 16 ” ON CENTER TYPICALLY AND 8 INCHES ON CENTER AT

PARAPETS.

PROVIDE BENT BARS IN BOND BEAMS AT BUILDING CORNERS TO MATCH BOND BEAM REINFORCING. BOND BEAM

REINFORCEMENT TO RUN CONTINUOUSLY THRU CONTROL JOINTS.

LINTELS FOR MASONRY SHALL BEAR ON SOLID OR SOLIDLY GROUTED HOLLOW CONCRETE BLOCKS.

BEARING PLATES AND ANCHOR RODS FOR BEAMS, JOISTS OR GIRDERS WILL BE LOCATED AND SUPPORTED VIA

TEMPLATES PRIOR TO GROUTING IN PLACE. DO NOT WET STICK ANCHORS IN WALLS.

PLACE POINTS OF BEARING ON TWO (2) COURSES OF HOLLOW MASONRY GROUTED SOLID OR TWO COURSES OF SOLID

MASONRY.

USE PREFABRICATED "L" AND "T" HORIZONTAL JOINT REINFORCEMENT AT WALL INTERSECTIONS.

PROTECT CONCRETE MASONRY UNITS FROM ABSORBING MOISTURE AND WATER DURING SHIPMENT, AND AT THE SITE

DURING CONSTRUCTION.

TEMPORARY BRACE THE STRUCTURE DURING CONSTRUCTION TO WITHSTAND LATERAL LOADS AND PRESSURES UNTIL

ADEQUATE DESIGN STRENGTH IS ACHIEVED.

TAKE NECESSARY PRECAUTIONS FOR MIXING AND PLACING MORTAR AND GROUT IN EITHER HOT OR COLD WEATHER, AS

SET FORTH IN THE ACI "MASONRY STRUCTURE BUILDING CODE COMMENTARY".

SUPPORT SLABS AND PORTIONS OF WALLS REMAINING ABOVE NEW OPENINGS UNTIL LINTELS ARE INSTALLED AND HAVE

REACHED DESIGN CAPACITY.

TOOTH AND PATCH IN NEW MASONRY THAT INTERFACES WITH EXISTING MASONRY CONSTRUCTION. TOOTH EVERY OTHER COURSE AND PROVIDE A MINIMUM DEPTH OF THE TOOTH EQUAL TO 1/2 THE LENGTH OF THE NEW OR EXISTING

MATERIAL, WHICHEVER IS LONGER.

CONCRETE MASONRY:

1.

2.

3.

4.

5.

6.

ALL CANOPY SUPPORTING STEEL TO BE STAINLESS STEEL GRADE 316.

ALL CANOPY SUPPORTING STEEL TO STEEL CONNECTIONS TO USE STAINLESS STEEL BOLTS GRADE 316.

DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC (AISC) MANUAL.

THE HIRING OF A THIRD-PARTY COMPANY TO PERFORM STEEL SPECIAL INSPECTIONS IN ACCORDANCE WITH THE IBC, AISC, AND/OR STATE SPECIFIC CODES IS THE RESPONSIBILITY OF THE OWNER. THE SPECIAL INSPECTION REPORTS TO BE GIVEN

TO THE OWNER.

SUBMIT STEEL FABRICATION DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW. FABRICATION DRAWINGS TO CONTAIN SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS AND ERECTION DIAGRAMS. SCHEDULE SUBMISSIONS TO ALLOW

ADEQUATE TIME FOR REVIEW PRIOR TO STEEL FABRICATION.

WELDING TO BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS - STRUCTURAL WELDING CODE

(ANSI/AWS D1.1 & D1.3)

STRUCTURAL STEEL:

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

A.

B.

C.

SHEAR CONNECTIONS NOT DETAILED ARE TO BE DESIGNED IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, [LATEST EDITION]. CONNECTIONS TO BE SIZED FOR THE REACTION POSTED ON THE DRAWINGS. IF NO REACTION IS POSTED ON THE DRAWINGS, BEAM CONNECTIONS ARE TO BE SIZED FOR THE LESSER OF: HALF THE TOTAL ALLOWABLE UNIFORM LOAD FOR THE APPLICABLE BEAM LENGTH OR MAXIMUM ALLOWABLE WEB SHEAR.

MINIMUM CONNECTION SHALL BE TWO BOLTS.

MOMENT CONNECTIONS NOT DETAILED ARE TO BE DESIGNED AS FULLY RESTRAINED IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, [LATEST EDITION]. CONNECTIONS TO BE SIZED FOR THE REACTION POSTED ON THE DRAWINGS. IF NO REACTION IS POSTED ON THE DRAWINGS, THE CONNECTIONS ARE TO BE DESIGNED TO DEVELOP

THE FULL FACTORED ELASTIC MOMENT CAPACITY OF THE BEAM.

MOMENT CONNECTIONS NOT DETAILED ARE TO BE DESIGNED AS FULLY RESTRAINED IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, [LATEST EDITION]. CONNECTIONS TO BE SIZED FOR THE REACTION POSTED ON THE DRAWINGS. IF NO REACTION IS POSTED ON THE DRAWINGS, THE CONNECTIONS ARE TO BE DESIGNED TO DEVELOP

THE FULL FACTORED ELASTIC MOMENT CAPACITY OF THE BEAM.

DESIGN BRACING CONNECTIONS NOT DETAILED FOR THE FORCES POSTED ON THE DRAWINGS. PROVIDE A MINIMUM OF

TWO BOLTS FOR ANGLES AND FOUR BOLTS FOR WT SECTIONS.

SHOP CONNECTIONS MAY BE WELDED OR BOLTED, FIELD CONNECTIONS WILL BE BOLTED UNLESS NOTED OTHERWISE.

MINIMUM FILLET WELD SIZE TO BE 3/16 INCHES UNLESS NOTED OTHERWISE.

TYPICAL BOLT SPACING IS TO BE 3 INCHES, MINIMUM EDGE SPACING IS TO BE 1 1/2 INCHES UNLESS NOTED OTHERWISE.

WHEN CONNECTIONS ARE NOT DETAILED, BOLT HOLES ARE TO BE AT TYPICAL WORKABLE GAGE IN ACCORDANCE WITH

THE AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION.

BOLT HOLES ARE TO BE STANDARD, OVERSIZED HOLES ARE NOT PERMITTED UNLESS NOTED OTHERWISE. SLOTTED

HOLES MAY BE USED WITH THE CONSENT OF THE ENGINEER OF RECORD.

WHERE SLOTTED HOLES ARE USED, PROVIDE A STEEL PLATE WASHER OR CONTINUOUS BAR OF AT LEAST 5/16 INCH THICKNESS, WITH STANDARD HOLES, OVER ALL SLOTTED HOLES WHICH ARE IN THE OUTER PLIES OF ALL CONNECTIONS. THE PLATE WASHER IS TO COMPLETELY COVER THE SLOTTED HOLES AFTER ERECTION. WASHERS ARE

TO BE PLACED UNDER BOTH THE BOLT HEAD AND NUT.

SPACING BETWEEN DOUBLE ANGLES IS 3/8 INCHES, IF LEGS ARE UNEQUAL LONG LEGS ARE TO BE BACK TO BACK

UNLESS NOTED OTHERWISE.

DOUBLE ANGLE INTERMITTENT CONNECTIONS NOT DETAILED ARE TO BE CONNECTED BY INTERMITTENT PLATES, SUCH THAT THE SINGLE ANGLE SLENDERNESS RATIO (L/RZ) BETWEEN INTERMITTENT PLATES DOES NOT EXCEED 75 PERCENT OF THE DOUBLE ANGLE SLENDERNESS RATIO (L/RX OR L/RY) OF THE TOTAL UNBRACED LENGTH. MINIMUM OF

TWO (2) INTERMITTENT PLATES PER BRACING.

ALL GUSSET PLATES, CONNECTION PLATES AND CONNECTION ANGLES UNLESS NOTED OTHERWISE ARE TO BE A

MINIMUM 3/8 INCHES THICK UNLESS OTHERWISE NOTED.

UNLESS NOTED OTHERWISE, INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST, "SNUG TIGHT" - PER RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1. INSPECTION IS PER RCSC SECTION 9.1.

UNLESS NOTED OTHERWISE, BOLTS HAVE BEEN DESIGNED WITH THREADS INCLUDED IN THE SHEAR PLANE.

NOTCH ALL RE-ENTRANT CORNERS OF COPED BEAMS TO A RADIUS OF 1/2 INCHES.

COPE THE BEAM FLANGES OF BEAMS FRAMING INTO THE WEBS OF COLUMNS WHERE THE BEAM'S FLANGES ARE WIDER THAN THE DEPTH BETWEEN THE COLUMN'S FLANGES TO FIT, DO NOT REMOVE THE ENTIRE FLANGES OF THE BEAMS IN

THIS CONDITION.

DO NOT FIELD CUT STRUCTURAL STEEL WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD. FLAME

CUTTING OF HOLES IS NOT PERMITTED.

FABRICATE BEAMS WITH THE NATURAL CAMBER UP. PROVIDE ADDITIONAL CAMBER SHOWN ON THE DRAWINGS.

ALL TUBE AND PIPE SECTIONS EXPOSED TO WEATHER WILL HAVE OPEN ENDS CAPPED WITH 1/4 INCH PLATE.

STRUCTURAL STEEL JOISTS

ALL STEEL JOISTS TO BE IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS", AND THE AISC "MANUAL OF STEEL

CONSTRUCTION".

ALL JOIST CONNECTIONS TO END BEARING PLATES WILL BE WELDED UNLESS OTHERWISE NOTED.

ALL HORIZONTAL BRIDGING WILL BE AS NOTED ON DRAWINGS.

34.

35.

36.

37.

38.

39.

40.

41.

42.

GRIND SMOOTH ALL BURRS AND SHARP EDGES ON FABRICATED OR FIELD ALTERED WALKWAYS, HANDRAILS, LADDERS

AND CAGES.

STEEL BAR GRATING TO BE IN ACCORDANCE WITH NAAMM TYPE 19-W-4 (1 1/4" X 3/16" BEARING BARS). FIELD WELD IN ACCORDANCE WITH NAAMM, METAL BAR GRATING MANUAL UNLESS NOTED OTHERWISE. ALL GRATING WILL BE

GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE.

GRATING IS TO SPAN SHORT DIRECTION UNLESS NOTED OTHERWISE.

ALL GRATING CUT-OUTS TO BE BANDED PRIOR TO GALVANIZING.

STAIR TREADS TO BE IN ACCORDANCE WITH NAAMM TYPE 15-W-4 (1 1/4" X 3/16" BEARING BARS) WITH CHECKERED PLATE NOSINGS. STAIR TREADS TO BE GALVANIZED, CHECKERED NOSINGS TO BE PAINTED SAFETY YELLOW.

HANDRAILS AND TOE KICK PLATES TO BE PAINTED SAFETY YELLOW.

PROVIDE ADDITIONAL STEEL REQUIRED FOR ERECTION IN ACCORDANCE WITH OSHA 1926 AT NO COST TO THE OWNER.

REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTED OTHERWISE BY THE OWNER.

PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY, STABILITY AND ALIGNMENT OF THE STRUCTURE. THE TEMPORARY BRACING IS TO REMAIN IN PLACE UNTIL THE MAIN LATERAL FORCE RESISTING SYSTEM

IS INSTALLATION IS COMPLETE, INCLUDING DIAPHRAGMS.

ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER TRADES IS THE RESPONSIBILITY OF

THE CONTRACTOR.

7.

8.

9.

10.

11.

12.

13.

MATERIALS:

WIDE FLANGE SHAPES, WT SECTIONS ASTM A992

S SHAPES, CHANNELS, ANGLES ASTM A36

HOLLOW STRUCTURAL SECTIONS (HSS), RECT & ROUND ASTM A500 GRADE B

PLATE & BAR ASTM A572 GRADE 50

PIPE ASTM A53 GRADE B

1/2 INCH DIA BOLTS ASTM F3125 GRADE A325-N

5/8 INCH DIA BOLTS ASTM A307-N

3/4 INCH DIA BOLTS ASTM F3125 GRADE A325-N

1 INCH DIA BOLTS ASTM F3125 GRADE A490-N

ANCHOR RODS ASTM F1554 GRADE 55, SUPPLEMENT S1

WELDING ELECTRODE E70XX

STRUCTURAL BOLTED ASSEMBLIES CONSIST OF ONE (1) HIGH STRENGTH BOLT, ONE (1) ASTM A563 GRADE DH AND ONE (1)

ASTM F436 HARDENED WASHER UNDER THE TURNED ELEMENT UNLESS NOTED OTHERWISE.

ALL BOLTED ASSEMBLIES FOR SECONDARY CONNECTIONS (STAIR TREADS, LADDERS AND HANDRAIL) CONSIST OF ONE (1) 5/8 ICNH DIAMETER ASTM A307 HEX HEAD BOLT, ONE (1) ASTM A563 GRADE DH AND ONE (1) ASTM F436 HARDENED WASHER

UNDER THE TURNED ELEMENT.

BOLT ASSEMBLY FINISH TO BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL TO BE PAINTED AFTER FABRICATION IN ACCORDANCE WITH SPECIFICATION SSPC-SP2. PAINT DRY FILM

THICKNESS TO BE 2 MILS.

NO PAINTING WITHIN CONTACT SURFACES OF SLIP-CRITICAL HIGH STRENGTH BOLTED CONNECTIONS AND 6 INCHES OF

FIELD WELDED CONNECTIONS.

ALL STRUCTURAL STEEL TO RECEIVE SPRAY APPLIED FIRE PROTECTION SHALL BE LEFT UNCOATED.

STRUCTURAL STEEL CONTINUED:

ICE IMPORTANCE FACTOR: 1.15

NOMINAL ICE THICKNESS: 1.5"

ICE LOADING:

DESIGN UPLIFT PRESSURE: 15 PSF

DESIGN HORIZONTAL WALL PRESSURE: 19.10 PSF

INTERNAL PRESSURE COEFFICIENT +/- 0.18

COMPONENTS AND CLADDING:

EXPOSURE CATEGORY: B

WIND IMPORTANCE FACTOR: 1.00

BASIC DESIGN WIND SPEED: 109 MPH

WIND LOADING:

WIDTH OF SNOW DRIFT: 4'-0"

DRIFT SURCHARGE: 22 PSF

THERMAL FACTOR: 1.2

SNOW LOAD IMPORTANCE FACTOR: 1.1

FLAT ROOF SNOW LOAD: 42 PSF

GROUND SNOW LOAD: 50 PSF

SNOW LOADING:

ROOF LIVE LOAD: 5 PSF

DEAD LOAD: 6 PSF

EXTERIOR CANOPY:

FLOOR LIVE LOAD: 60 PSF

FLOOR DEAD LOAD: 71 PSF

CORIDOR FLOOR INFILL:

RISK CATEGORY: III

GOVERNING BUILDING CODE: 2020 NEW YORK STATE BUILDING CODE

DESIGN CRITERIA:

EXP 01/31/2028

CERTIFICATE OF AUTHORIZATION NUMBER: 0023683

1 2 3

A

B

C

S-301

19' - 11" 19' - 0" 19' - 0"

6"

5"

5"

4' - 0"

EXTERIOR BRICK INFILL

TO MATCH EXISTING

11' - 9"

11' - 2"

EXTERIOR DOOR CMU

INFILL, TIE INTO EXISTING

S-301

S-101

S-301

S-301

A

B

5"

/1 S-101

L6 x4 x3 /8

(LL

V)

L6 x4 x3 /8

(LL

V)

NOTES:

1. INDICATES THE SPAN DIRECTION OF 6" NON-COMPOSITE SLAB OVER 1.5C18

METAL DECK (Fy=33KSI) PROVIDE 36/7 AND 4#10 SIDE LAP.

6'

- 0

SEE DETAIL 2 / S-501 FOR

ANCHORING TO CMU DETAILS

1/2" DIA HILTI KWIK-BOLT TZ2-CS

ANCHOR BOLT WITH 4 1/2"

EMBEDMENT AT 24" ON CENTER

23 MECHANIC STREET, SPRINGVILLE, NY 14141

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85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date: MAY 08, 2026

BID DOCUMENTS

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE

AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE,

NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: CCW Reviewer: GPS

S-101

STRUCTURAL PLAN

- FIRST FLOOR

SCALE: 1/4" = 1'-0"1 STRUCTURAL FOUNDATION PLAN - FIRST FLOOR

N

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

N

KEYPLAN

20' - 0"20' - 0"20' - 0"

0"

0"

0"

0"

4321E ED DCBAUPUP

AREA OF WORK

SCALE: 1/2" = 1'-0"2 STRUCTURAL GRATING ENLARGED PLAN - FIRST FLOOR

N

/1 S-101

FIRST FLOOR

ELEV 182'-6"

UPPER LEVEL

ELEV 182'-6"

NEW MASONRY WALL

TO ALIGN AND TIE

INTO EXISTING

3' - 4"

(F

IE

LD

V

ER

IF

Y)

7'

- 4

EXISTING EXTERIOR

WALL TO REMAIN

FIRST FLOOR

ELEV 182'-6"

UPPER LEVEL

ELEV 182'-6"

6" NON COMPOSITE METAL DECK

/1 S-101

S-501

SIM

S-501 1LLV6x4

A B

22' - 5"

FIRST FLOOR

ELEV 182'-6"

UPPER LEVEL

ELEV 182'-6"

/1 S-101

SEE PLAN 2 / S-101 FOR

ANCHOR BOLT DETAILS

L6x4x3/8

LEDGER ANGLE

NOTES:

1. CONTRACTOR TO CONFIRM THE EXISTING CMU WALL IS GROUTED SOLID.

SEE DETAIL 2 / S-501 FOR ANCHORING TO CMU SPECIFICATIONS AND NOTES.

6' - 0"

EXISTING

REINFORCED

CONCRETE BEAM

FIRST FLOOR

ELEV 182'-6"

UPPER LEVEL

ELEV 182'-6"

6" NON COMPOSITE METAL DECK

/1 S-101

S-501

S-501 1LLV6x4

23 MECHANIC STREET, SPRINGVILLE, NY 14141

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A M www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date: MAY 08, 2026

BID DOCUMENTS

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE

AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE,

NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: CCW Reviewer: GPS

S-301

STRUCTURAL

SECTIONS

SCALE: 3/8" = 1'-0"2 STRUCTURAL FOUNDATION SECTION - FACING WEST

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 3/8" = 1'-0"3 STRUCTURAL FOUNDATION SECTION - FACING EAST TO CMU WALL

SCALE: NTS1 STRUCTURAL SECTION - FACING NORTH

SCALE: 3/8" = 1'-0"4 STRUCTURAL FOUNDATION SECTION - FACING EAST TO CONCRETE WALL

A

B

C

3'

- 0

5/ 8"

3'

- 0

5/ 8"

3'

- 0

5/ 8"

3'

- 0

5/ 8"

3'

- 0

5/ 8"

3'

- 0

5/ 8"

3'

- 0

5/ 8"

1'

- 2

1"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

3'

- 0

1/ 8"

1'

- 2

MC7x22.7

MC7x22.7

MC7x22.7

MC7x22.7

MC7x22.7

4"

6"

5"

10' - 0"

3' - 8"

10' - 5 7/8"

5"

S-401

MC7x22.7

L5 x3 x1 /4

L5 x3 x1 /4

S-501

S-501

S-501

TYP

TYP

TYP

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

W6x8.5

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

S-501

TYP

A B C 22' - 5" 22' - 6"

9" 4" 20' - 5" 4" 1' - 2" 4" 20' - 8" 4" 7"

L5x3x1/4

W6x8.5 W6x8.5 MC7x22.7

W6x8.5 W6x8.5 W6x8.5 W6x8.5W6x8.5

W6x8.5W6x8.5

MC7x22.7 W6x8.5

MC7x22.7 MC7x22.7

L5x3x1/4

EXISTING BUILDING COLUMN EXISTING BUILDING COLUMNEXISTING BUILDING COLUMNEXISTING BUILDING COLUMN

3'

- 2

1/ 4"1'

- 7

T/ EXISTING CONC BEAM

/1 S-401

S-501

S-501

TYP

TYP

W6x8.5

3" 3" TYP 3"

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

23 MECHANIC STREET, SPRINGVILLE, NY 14141

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A M www.dwyerarch.com // ph: 315.473.1800

85 Allen Street, Suite 210 Rochester, NY 14608

110 W Fayette Street, Suite 225 Syracuse, NY 13202

DateDescription

Copyright 2025, Dwyer Architectural, LLC

No.

Sheet Title

Sheet No.

Project Information

Issue Date: MAY 08, 2026

BID DOCUMENTS

CON No.:

Client Project No.:

Project No.: 24-055

SUNY COLLEGE OF

ENVIRONMENTAL SCIENCE

AND

FORESTRY

MOON LIBRARY ADA

UPGRADES AND

RENOVATION

1 FORESTRY DRIVE SYRACUSE,

NY

13210

A red seal and a blue signature indicates an original document.

Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect.

Consultants

Drawn By: CCW Reviewer: GPS

S-401

STRUCTURAL

ENLARGED PLAN -

SHADE ADDITION

SCALE: 3/8" = 1'-0"1 STRUCTURAL FRAMING ENLARGED PLAN - SHADE ADDITION - ADD ALTERNATE #2 N

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

N

KEYPLAN

20' - 0"20' - 0"20' - 0"

0"

0"

0"

0"

4321E ED DCBAUPUP

AREA OF WORK

SCALE: 3/8" = 1'-0"2 STRUCTURAL FRAMING SECTION - SUN ADDITION - ADD ALTERNATE #2

KEYED NOTES

1 WT5 MEMBERS TO ALIGN WITH GLASS WINDOW PANELS ABOVE. VERIFY IN FIELD

2 ANCHOR TO EXISTING BEAM PER DETAIL 4 / S-502 SPACED 3" FROM EACH W6 AND FROM

ENDS OF LEDGER ANGLE

2 2

#5 @ 12" OC

4" C

OV

ER

METAL DECK

(SEE PLAN)

#4 @ 12" OC

#5 @ 12" REBAR, TO BE

SUPPORTED ON CHAIRS

METAL DECK

(SEE PLAN)

#4 @ 12" OC

6" 6" 4"

C

OV

ER

L6x4(LLV) LEDGER ANGLE L6x4(LLV) LEDGER ANGLE EXISTING CMU1/2" DIA HILTI KWIK-BOLT TZ2-CS ANCHOR BOLT

WITH 4 1/2" EMBEDMENT AT 24" ON CENTER

METAL DECK (SEE PLAN)

L6x4(LLV) LEDGER ANGLE

NOTES:

1. CONTRACTOR TO CONFIRM EXISTING CMU WALL IS GROUTED

SOLID. INSTALL HILTI HIT-IC 1/2" DIA WITH 3 3/16" EMBEDMENT

WITH HIT-HY 270 ADHESIVE AND HIT-SC 22x85 SIEVE SLEEVE AT

8" OC FOR ANCHORING TO HOLLOW CMU BLOCK.

EXISTING CONCRETE

SEE PLAN 2 / S-101 FOR

ANCHOR BOLT DETAILS

METAL DECK (SEE PLAN)

L6x4(LLV) LEDGER ANGLE

DRILL AND EPOXY INTO

EXISTING CONCRETE #4

@ 12" (2'-0" LONG)3"

1' - 0"

INSTALL BONDING AGENT TO EXISTING CONCRETE

1/4 1/4

W6

MC7

PLAN VIEW

A A

W6

MC7

1 1/2" MIN

COPE AS REQUIRED

SECTION VIEW A-A

(2) 1/2" DIA 304 SS BOLTS

1/4" x 3 1/2" x 3 1/2" PLATE

/1 S-401

3 1 /2"

1 1 /2"

1"

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

EXISTING CONCRETE

COLUMN

EXISTING EXTERIOR

BUILDING WALL

3" 6" 1' - 10" 6"

MC7

1" MIN

HILTI HIT-HY 200 V3 WITH 3/4" DIA HAS-R

304/316 SS BOLT, 6" EMBEDMENT TYP

3' - 8"10"

/1 S-401

B

B

SECTION VIEW B-B

ELEVATION VIEW

EXISTING CONCRETE COLUMN

MC7

6"

2" 2 1

/2"

1" 1"

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

1 1/2"

1" 1 1

/2" MC7x22.7

MC7x22.7

(2) 1/2" DIA 304 SS BOLTS

1/4 1/4

1/4" x 3 1/2" x 3 1/2"

PLATE1/2" MIN

COPE BEAM AS

REQUIRED

/1 S-401

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

2 1 /2"

L5x3 LEDGER

HILTI HIT-HY 200 V3 WITH

1/2" DIA HAS-R 304/316 SS

BOLT, 4" EMBEDMENT TYP

EXISTING CONCRETE BEAM

/2 S-401

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

L5x3 LEDGER ANGLE

1/4 1/4

1/4" x 3 1/2" x 3 1/2" PLATE WITH

(2) 1/2" DIA 304 SS BOLTS

EXISTING CONCRETE BEAM

1" 1 1

/2"

1 1/2"

/2 S-401

W6

1 7 /8"

NOTES:

1. ALL STEEL MEMBERS ARE 316 STAINLESS STEEL.

2. ALL BOLTS ARE 304 STAINLESS STEEL.

3'-0"+/- VERIFY IN FIELD

STAINLESS STEEL CANOPY (BY OTHERS)

W6

W6

3/4" MIN TYP

1/4" TEKS 5.0 HEAVY DUTY

SELF-DRILLING FASTENERS

SPACED 12" OC MAX

NOTES:

1. ALL STEEL MEMBERS…