INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

TITLE SHEET

AT GG NTS

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

INCORPORATED VILLAGE OF GARDEN CITY

ST. PAUL'S LANDMARK PRESERVATION

NASSAU COUNTY, NEW YORK

BOARD OF TRUSTEES

MAYOR

EDWARD T. FINNERAN

DEPUTY MAYOR

JUDY COURNTEY

TRUSTEES

MICHELE BEACH HARRINGTON

VINCENT MULDOON

JESSICA TAI

RICH CATALANO

YVONNE VARANO

GERARD SMITH

SHEET INDEX

SHEET TITLE PAGE NO.

TITLE SHEET 1

GENERAL NOTES 2

SITE 3

ROOF DEMOLITION PLAN 4

ROOF CONSTRUCTION PLAN 5

FLAT ROOF INSULATION PLAN 6

SOUTH ELEVATION 7

NORTH ELEVATION 8

DETAILS 9

ROOF DETAILS 10 - 17

LOCATION MAP

LOCATION

ST. PAUL'S LANDMARK PRESERVATION

08/27/2026

STEWART AVENUE

R O

C

KAW

AY AVEN

U

E

SENIOR CIVIL ENGINEER / PROJECT DESIGN

ANDREW TOCK, P.E.

VILLAGE ADMINISTRATOR

RALPH SUOZZI

SUPERINTENDENT OF BUILDING DEPARTMENT

GIUSEPPE GIOVANNIELLO

SUPERINTENDENT OF PUBLIC WORKS

JOHN BORRONI, P.E.

PROJECT MANAGER

SCOTT SCHELLAS

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

GENERAL NOTES

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

NTS

ST. PAUL'S LANDMARK PRESERVATION:

THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,

SUPERVISION, TESTING, INSPECTIONS, PERMITS, TEMPORARY FACILITIES, AND ALL

OTHER RESOURCES NECESSARY--WHETHER SPECIFICALLY IDENTIFIED OR

REASONABLY IMPLIED--TO COMPLETE THE LANDMARK PRESERVATION AT ST. PAUL'S

AS INDICATED ON THE CONTRACT DOCUMENTS. ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH APPLICABLE BUILDING CODES, OSHA REQUIREMENTS,

MANUFACTURER RECOMMENDATIONS, AND ALL APPLICABLE HISTORIC

PRESERVATION STANDARDS WHERE REQUIRED.

THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE EXISTING BUILDING AND ALL

ADJACENT FACILITIES THROUGHOUT CONSTRUCTION. WORK SHALL BE PHASED TO

MINIMIZE DISRUPTION AND WEATHER EXPOSURE, AND SHALL INCLUDE TEMPORARY

WATER AND ELECTRICAL SERVICE, TEMPORARY WEATHER PROTECTION, DUST

CONTROL, DEBRIS REMOVAL, PROTECTION OF OCCUPIED AREAS, AND ALL

TEMPORARY SHORING, BRACING, SUPPORTS, SCAFFOLDING, FALL PROTECTION,

AND OTHER MEASURES NECESSARY TO SAFELY COMPLETE THE PROJECT.

ITEM 1 - GENERAL REQUIREMENTS

WORK INCLUDES PROVIDING ALL TEMPORARY FACILITIES AND CONSTRUCTION

SUPPORT NECESSARY FOR COMPLETION OF THE PROJECT. TEMPORARY

LIGHTING, SANITARY FACILITIES, CONSTRUCTION FENCING, ACCESS, WEATHER

PROTECTION, DUST CONTROL, SAFETY BARRIERS, TEMPORARY ROOFING

PROTECTION, AND ALL OTHER TEMPORARY FACILITIES REQUIRED THROUGHOUT

CONSTRUCTION. MAINTAIN, PROTECT, AND SUPPORT THE EXISTING

STRUCTURE, BUILDING OCCUPANTS, HISTORIC FEATURES, AND SURROUNDING

IMPROVEMENTS DURING ALL PHASES OF WORK. INCLUDE ALL TEMPORARY

SHORING, BRACING, STRUCTURAL SUPPORT, DEBRIS REMOVAL, CLEANUP,

PERMITS, INSPECTIONS, AND RESTORATION OF DISTURBED AREAS UPON

COMPLETION. THE VILLAGE WILL FURNISH A TEMPORARY WATER SERVICE FOR

THE DURATION OF THE PROJECT. THERE IS NO ELECTRIC SERVICE TO THE

BUILDING, CONTRACTOR IS RESPONSIBLE TO FURNISH POWER VIA PORTABLE

GENERATORS.

ITEM 2 - MANSARD ROOFS (EXCLUDING CLOCK TOWER) - DAVINCI SYNTHETIC SLATE

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING MANSARD ROOFING SYSTEM, EXCLUDING THE CLOCK TOWER

ROOF. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE DAVINCI

SYNTHETIC SLATE ROOFING SYSTEM, OR APPROVED EQUAL, INCLUDING ALL

UNDERLAYMENT, ICE AND WATER PROTECTION, STARTER COURSES, RIDGE

COMPONENTS, HIP COMPONENTS, TRIM, FLASHINGS, VENTILATION

COMPONENTS, FASTENERS, ACCESSORIES, TRANSITIONS, SEALANTS, AND

WEATHERPROOFING REQUIRED FOR A COMPLETE WATERTIGHT INSTALLATION.

ROOFING SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

MANUFACTURER SPECIFICATIONS TO OBTAIN THE MAXIMUM AVAILABLE

WARRANTY. CONTRACTOR SHALL PROVIDE ALL MANUFACTURER PRODUCT

DATA, INSTALLATION REQUIREMENTS, WARRANTY DOCUMENTATION, AND

AVAILABLE COLOR SELECTIONS FOR APPROVAL PRIOR TO PROCUREMENT.

ALTERNATE 1 - MANSARD ROOFS - ECOSTAR SYNTHETIC SLATE

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING MANSARD ROOFING SYSTEM WITH ECOSTAR 50-YEAR

SYNTHETIC SLATE ROOFING SYSTEM, OR APPROVED EQUAL. INCLUDE ALL

UNDERLAYMENT, FLASHINGS, ACCESSORIES, TRIM COMPONENTS, VENTILATION,

FASTENERS, SEALANTS, AND WEATHERPROOFING NECESSARY FOR A

COMPLETE INSTALLATION. ROOFING SYSTEM SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND WARRANTY

REQUIREMENTS. CONTRACTOR SHALL SUBMIT MANUFACTURER PRODUCT

INFORMATION, WARRANTIES, AND AVAILABLE COLOR SELECTIONS.

ALTERNATE 2 - MANSARD ROOFS - CERTAINTEED GRAND MANOR ROOFING

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING MANSARD ROOFING SYSTEM UTILIZING CERTAINTEED GRAND

MANOR UL 2218 CLASS 4 IMPACT RESISTANT ASPHALT SHINGLES, OR APPROVED

EQUAL. INCLUDE ALL UNDERLAYMENT, STARTER STRIPS, RIDGE SHINGLES,

FLASHINGS, TRIM COMPONENTS, VENTILATION, FASTENERS, ACCESSORIES,

SEALANTS, AND WEATHERPROOFING NECESSARY FOR A COMPLETE ROOFING

SYSTEM. ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS AND WARRANTY REQUIREMENTS.

ALTERNATE 3 - ALL FLAT ROOFS

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND REPLACEMENT OF

APPROXIMATELY 25,000 SQUARE FEET OF EXISTING FLAT ROOFING WITH A

GARLAND STRESSPLY OR APPROVED EQUAL, COLD-APPLIED TWO-PLY ROOFING

SYSTEM. INCLUDE COMPLETE REMOVAL OF EXISTING ROOFING DOWN TO THE

DECK, PREPARATION OF DECK, INSULATION INSTALLATION, FLASHING

ASSEMBLIES, EDGE METAL, CURBS, PENETRATIONS, DRAINS, WALK PADS,

ACCESSORIES, AND ALL COMPONENTS REQUIRED FOR A COMPLETE

WATERTIGHT ROOFING SYSTEM. INSTALLATION SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS TO OBTAIN THE 30 YEAR NO DOLLAR LIMIT

(NDL) WARRANTY.

ALTERNATES 4-7 - FLAT ROOF AREAS 1 THROUGH 4

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND REPLACEMENT OF THE

DESIGNATED FLAT ROOF AREA ONLY UTILIZING THE SPECIFIED GARLAND

COLD-APPLIED TWO-PLY ROOFING SYSTEM OR APPROVED EQUAL. SCOPE

INCLUDES ALL ASSOCIATED INSULATION, FLASHINGS, DRAINS, PENETRATIONS,

EDGE METAL, ACCESSORIES, AND WARRANTY REQUIREMENTS NECESSARY FOR

A COMPLETE ROOFING INSTALLATION WITHIN EACH DESIGNATED ROOF AREA.

ALTERNATE 8 - CLOCK TOWER ROOF - DAVINCI SYNTHETIC SLATE

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING CLOCK TOWER ROOF USING DAVINCI SYNTHETIC SLATE

ROOFING SYSTEM OR APPROVED EQUAL. WORK SHALL INCLUDE ALL SPECIALTY

FLASHING DETAILS, UNDERLAYMENT, TRIM, ACCESSORIES, WEATHERPROOFING,

AND INSTALLATION PROCEDURES REQUIRED DUE TO THE COMPLEX GEOMETRY

AND HISTORIC NATURE OF THE CLOCK TOWER.

ALTERNATE 9 - CLOCK TOWER ROOF - ECOSTAR SYNTHETIC SLATE

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING CLOCK TOWER ROOF USING ECOSTAR 50-YEAR SYNTHETIC

SLATE ROOFING SYSTEM OR APPROVED EQUAL, INCLUDING ALL REQUIRED

UNDERLAYMENT, FLASHINGS, ACCESSORIES, AND WEATHERPROOFING.

ALTERNATE 10 - CLOCK TOWER ROOF - CERTAINTEED GRAND MANOR ROOFING

WORK INCLUDES THE ABATEMENT, DEMOLITION, AND COMPLETE REPLACEMENT

OF THE EXISTING CLOCK TOWER ROOF USING CERTAINTEED GRAND MANOR UL

2218 CLASS 4 IMPACT RESISTANT ASPHALT SHINGLES OR APPROVED EQUAL,

INCLUDING ALL UNDERLAYMENT, FLASHINGS, TRIM COMPONENTS, VENTILATION,

ACCESSORIES, AND WEATHERPROOFING.

ALTERNATE 11 - CLOCK TOWER SLATE REPAIRS

PERFORM A COMPREHENSIVE INSPECTION OF THE EXISTING CLOCK TOWER

ROOF. CAREFULLY REMOVE DETERIORATED OR NON-ORIGINAL ROOFING TILES

AND FURNISH AND INSTALL NEW GENUINE NATURAL SLATE TO MATCH THE

EXISTING ROOFING IN COLOR, THICKNESS, TEXTURE, EXPOSURE, AND

INSTALLATION PATTERN. SCOPE IS ESTIMATED TO INCLUDE APPROXIMATELY

TWENTY-FIVE PERCENT (25%) OF THE CLOCK TOWER ROOF SURFACE.

PRESERVE AND RETAIN ALL EXISTING SLATE THAT REMAINS SERVICEABLE.

ALTERNATE 12 - ROOF FRAMING AND SHEATHING REPAIRS

FOLLOWING DEMOLITION, INSPECT ALL ROOF FRAMING AND SHEATHING.

REMOVE DETERIORATED RAFTERS, FRAMING MEMBERS, AND PLYWOOD

SHEATHING AS DIRECTED. FURNISH AND INSTALL NEW FRAMING MEMBERS AND

PLYWOOD SHEATHING MATCHING EXISTING DIMENSIONS, STRUCTURAL

CAPACITY, SPACING, AND CONSTRUCTION METHODS. INCLUDE ALL FASTENERS,

CONNECTORS, BLOCKING, AND INCIDENTAL FRAMING REQUIRED TO RESTORE

THE ROOF STRUCTURE.

ALTERNATE 13 - COPPER GUTTERS AND LEADERS

PERFORM A COMPREHENSIVE INSPECTION OF ALL EXISTING YANKEE GUTTERS,

COPPER LEADERS, FLASHINGS, VALLEYS, AND RELATED COPPER COMPONENTS.

PRESERVE EXISTING HISTORIC COPPER WHEREVER FEASIBLE. REPAIR AND

RE-SOLDER FAILED JOINTS, SEAMS, AND CONNECTIONS, RESEAL LEAKING

AREAS, REPAIR SUPPORTS AND HANGERS, AND REPLACE ONLY THOSE

COMPONENTS THAT ARE BEYOND PRACTICAL REPAIR. MAINTAIN THE ORIGINAL

APPEARANCE AND CRAFTSMANSHIP OF THE HISTORIC COPPER SYSTEM.

ALTERNATE 14 - ROOF LADDERS

REMOVE EXISTING ROOF ACCESS STAIRS AND FURNISH AND INSTALL NEW

BLACK ALUMINUM ROOF LADDERS COMPLETE WITH MOUNTING BRACKETS,

HARDWARE, SUPPORTS, SAFETY FEATURES, AND ALL ACCESSORIES REQUIRED

FOR A COMPLETE INSTALLATION.

ALTERNATE 15 - SKYLIGHT PROTECTION

FURNISH AND INSTALL THREE LAYERS OF HEAVY-DUTY REINFORCED ROOF

TARPS OVER ALL EXISTING SKYLIGHTS. SECURE THE PERIMETER OF EACH TARP

UTILIZING CONTINUOUS TERMINATION BARS AND MECHANICAL FASTENERS TO

PROVIDE WEATHER-TIGHT TEMPORARY PROTECTION THROUGHOUT

CONSTRUCTION. MAINTAIN AND REPLACE TEMPORARY PROTECTION AS

NECESSARY UNTIL PERMANENT ROOFING WORK IS COMPLETED.

ALTERNATE 16 - CHIMNEY STABILIZATION

INSPECT ALL EXISTING CHIMNEYS AND SECURELY ANCHOR LOOSE OR

UNSTABLE CHIMNEY STRUCTURES TO THE BUILDING. PERMANENTLY SEAL

ABANDONED CHIMNEY OPENINGS BY FURNISHING AND INSTALLING NEW

ONE-INCH (1") BLUESTONE CAPS COMPLETE WITH SEALANT, FLASHING

INTEGRATION, ANCHORAGE, AND ALL NECESSARY WATERPROOFING.

ALTERNATE 17 - MASONRY STRUCTURAL REPAIRS

PERFORM MASONRY STABILIZATION AND STRUCTURAL REPAIRS AS REQUIRED

THROUGHOUT THE PROJECT. WORK INCLUDES REMOVING AND RESETTING

LOOSE MASONRY, REPLACING DETERIORATED BRICKS AND STONES TO MATCH

EXISTING, REPOINTING WHERE REQUIRED, SECURING STONE DORMERS,

REPAIRING LOCALIZED STRUCTURAL DEFICIENCIES, AND RESTORING ALL

DISTURBED MASONRY TO ITS ORIGINAL APPEARANCE. INCLUDE ALL MATERIALS,

MORTAR, ANCHORS, DOWELS, FLASHING INTEGRATION, CLEANING, AND

INCIDENTAL WORK NECESSARY TO COMPLETE DURABLE, HISTORICALLY

COMPATIBLE REPAIRS.

ALTERNATE 18 - FLAT ROOF SILICONE COATING SYSTEM

WORK INCLUDES PREPARATION OF EXISTING FLAT ROOF SURFACES AND

FURNISHING AND INSTALLING A GAF SILICONE ROOF COATING SYSTEM, OR

APPROVED EQUAL. COMPLETE ALL PREPARATION WORK, CLEANING, REPAIRS,

AND SUBSTRATE CONDITIONING REQUIRED BY THE MANUFACTURER PRIOR TO

APPLICATION. INCLUDE PRIMERS, REINFORCEMENT FABRIC, SEALANTS,

FLASHING TREATMENTS, AND ALL ACCESSORY MATERIALS REQUIRED FOR A

COMPLETE AND WATERTIGHT ROOF COATING SYSTEM. INSTALL COATING

SYSTEM IN ACCORDANCE WITH GAF MANUFACTURER SPECIFICATIONS AND

WARRANTY REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL

MANUFACTURER PRODUCT DATA, INSTALLATION REQUIREMENTS, AND

AVAILABLE WARRANTY INFORMATION.

2 OF 1708/27/2026

SCOPE OF WORK

ST. PAUL'S LANDMARK PRESERVATION

SAFEGUARDS DURING CONSTRUCTION:

1. THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE CHAPTER 33, SAFEGUARDS

DURING CONSTRUCTION, SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION

OPERATIONS WITH REGARD TO THE SAFETY OF THE PUBLIC AND PROPERTY. FOR THE

PURPOSE OF CHAPTER 33, CONSTRUCTION OPERATIONS SHALL INCLUDE EXCAVATION,

ERECTION, ALTERATION, REPAIR, REMOVAL AND DEMOLITION AS RELATED TO BUILDINGS.

FOR REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOYED IN SUCH

CONSTRUCTION OPERATIONS, THE PROVISIONS OF SUBCHAPTER TEN OF THE LABOR LAW

AS IMPLEMENTED BY THE INDUSTRIAL CODE OF THE STATE OF NEW YORK, PART 23

"PROTECTION IN CONSTRUCTION, DEMOLITION AND EXCAVATION OPERATIONS", SHALL

APPLY.

2. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL

EQUIPMENT OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS

AND PROPERTY AFFECTED BY THE CONTRACTORS OPERATIONS.

3. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, FENCES AND OTHER ITEMS AS

REQUIRED FOR THE PROPER PROTECTION OF WORKMEN ENGAGED IN DEMOLITION OR

CONSTRUCTION OPERATIONS, THE PUBLIC AND ADJACENT CONSTRUCTION.

4. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS, OR

STAIRWAYS. THE CONTRACTOR SHALL NOT STORE OR PLACE MATERIALS IN PASSAGEWAYS,

STAIRS, OR OTHER MEANS OF EGRESS.

5. NO STRUCTURE, DEVICE OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR

TEMPORARY, INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR SECTIONS OF

THE BUILDING, SHALL BE LOADED IN EXCESS OF ITS DESIGN CAPACITY.

6. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA, AND/OR IN THE AREA OF

THE BUILDING, SHALL BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS SHALL BE

CONTROLLED BY THE CONTRACTOR AND OWNER. NO HAZARDOUS MATERIAL SHALL BE

STORED ON SITE WITHOUT AUTHORIZATION OF THE OWNER AND IN ACCORDANCE WITH

VILLAGE REQUIREMENTS.

7. THE CONTRACTOR SHALL KEEP ALL FLAMMABLE MATERIALS TIGHTLY SEALED IN THE

MANUFACTURES' CONTAINERS WHEN NOT IN USE. SUCH MATERIALS ARE TO BE KEPT AWAY

FROM HEAT.

8. ALL FLAMMABLE MATERIALS SHALL BE USED IN AN ADEQUATELY VENTILATED SPACE.

9. ALL ELECTRICAL POWER SHALL BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT.

10. ALL FIRE RETARDANT TREATED WOOD SHALL COMPLY WITH NEW YORK STATE BUILDING

CODE SECTION 2303.2.

11. ALL ELECTRICAL POWER ON THE CONSTRUCTION SITE SHALL BE SHUT OFF AFTER WORKING

HOURS.

12. THE CONTRACTOR SHALL REGULARLY VERIFY THAT THERE IS NO LEAKAGE OF NATURAL

GAS IN THE BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION.

13. CONTRACTOR HAS TO MAINTAIN ACCESS AND EMERGENCY EXITS OF THE BUILDING AND

AVAILABILITY OF ALL UTILITIES WITHOUT ANY DISRUPTION FOR OCCUPANTS THROUGHOUT

THE CONSTRUCTION PHASE.

14. THE CONTRACTOR SHALL NOT DISTURB ASBESTOS OR ANY MATERIAL SUSPECTED ON

CONTAINING ASBESTOS. FOLLOW THE ABATEMENT PROCEDURES REQUIRED BY THE NEW

YORK STATE CODE PART 56 DEPARTMENT OF LABOR.

GENERAL NOTES:

1. THE TERMS “OWNER” AND “VILLAGE” REFERS TO THE INCORPORATED VILLAGE

OF GARDEN CITY OR ITS DELEGATED REPRESENTATIVE.

2. THE TERM “CONTRACTOR” REFERS TO THE INDIVIDUAL OR ENTITY WITH WHOM

OWNER HAS EXECUTED THE CONTRACT.

3. THE TERM “ENGINEER” REFERS TO THE OWNER'S DESIGNATED

REPRESENTATIVE.

4. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE. THE

INFORMATION PROVIDED HEREIN IS BASED ON AVAILABLE RECORDS AND

LIMITED FIELD INSPECTIONS AND SHALL SERVE TO AID THE CONTRACTOR IN

THE EVALUATION OF EXISTING STRUCTURE CONDITIONS, BUT SHALL NOT BE

HELD TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR INSPECTING THE STRUCTURE AND ASSOCIATED SITE

CONDITIONS TO BECOME FAMILIAR WITH AND VERIFY EXISTING CONDITIONS

PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS

REGARDING SITE CONDITIONS THEREAFTER.

5. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL APPLY FOR

AND OBTAIN ALL APPLICABLE PERMITS FROM FEDERAL, STATE AND LOCAL

REGULATORY AGENCIES NECESSARY TO COMPLETE THE WORK. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING COMPLIANCE

WITH ALL CONDITIONS AND NOTIFICATION REQUIREMENTS OF ISSUED

PERMITS.

6. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ADHERENCE TO THE

CONTRACT DOCUMENTS AND SPECIFICATIONS, AND ALL APPLICABLE FEDERAL,

STATE AND LOCAL REGULATIONS. WHENEVER THERE IS A CONFLICT OR

OVERLAP OF THE ABOVE REFERENCES, THE MORE STRINGENT PROVISION

SHALL APPLY.

7. CONTRACTOR IS RESPONSIBLE FOR SECURING THE JOB SITE AND FOR THE

SECURITY OF THE BUILDING FOR THE DURATION OF THE CONTRACT. THE

CONTRACTOR SHALL PREVENT ACCESS TO THE SITE BY UNAUTHORIZED

PERSONNEL. THE CONTRACTOR SHALL SECURE THE CONSTRUCTION SITE IN

ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS.

8. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS AND PEDESTRIAN ACCESS

AT ALL TIMES TO ROADWAYS, DRIVEWAYS AND VILLAGE FACILITIES.

9. EXPANSION OF THE CONSTRUCTION SITE TO AREAS NOT DESIGNATED WITHIN

THE LIMITS ON THESE PLANS WILL NOT BE PERMITTED UNLESS AUTHORIZED

BY THE OWNER.

10. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS CONSTRUCTION

MATERIALS, INCLUDING SWEEPING OF ROADWAYS TO THE SATISFACTION OF

THE OWNER AND ENGINEER.

11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

OWNER AND ENGINEER TO MINIMIZE INTERRUPTIONS TO THE OWNER'S

NORMAL OPERATIONS.

12. CONTRACTOR SHALL SUBMIT DETAILED WORK PLAN INCLUDING SEQUENCE OF

OPERATIONS PRIOR TO COMMENCING WORK AND SHALL BE SUBJECT TO

APPROVAL OF THE OWNER.

13. ITEMS SUSTAINING DAMAGE DURING CONSTRUCTION THROUGH THE NEGLECT

OF THE CONTRACTOR SHALL BE REPAIRED AND/OR REPLACED TO THE

SATISFACTION AND APPROVAL OF THE OWNER AT THE CONTRACTOR'S

EXPENSE.

14. THE CONTACTOR SHALL VERIFY AND/OR DETERMINE ANY AND ALL

TOPOGRAPHIC DATA NECESSARY TO COMPLETE THE WORK. THE

CONTRACTOR SHALL BEAR THE EXPENSE OF DATA ACQUISITION AND

VERIFICATION.

15. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE CONVENIENT ACCESS WITH

SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE

WORK. NO WORK SHALL BE PERFORMED EXCEPT WITH THE CONSENT OF THE

OWNER OR A REPRESENTATIVE THEREOF.

16. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A STRUCTURAL ENGINEER

LICENSED TO PRACTICE IN THE STATE OF NEW YORK TO DESIGN AND CERTIFY

ALL BRACING/SHORING/LATERAL SUPPORT NECESSARY TO MAINTAIN THE

STRUCTURAL INTEGRITY OF THE STRUCTURE AS NECESSARY TO ALLOW

ACCESS TO ALL WORK AREAS, BOTH DURING AND AFTER ALL WORK. THE

CONTRACTOR SHALL BEAR ALL COST FOR THE DESIGN, PROCUREMENT AND

INSTALLATION OF ALL REQUIRED BRACING/SHORING/LATERAL SUPPORT. ALL

BRACING/SHORING/LATERAL SUPPORT SHALL BE DESIGNED AND

CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND SAFETY

REQUIREMENTS. THE CONTRACTOR SHALL NOT REMOVE ANY

BRACING/SHORING/LATERAL SUPPORT IF IT COMPROMISES THE STRUCTURAL

INTEGRITY OF THE BUILDING. ALL BRACING/SHORING/LATERAL SUPPORT

SHALL BE DESIGNED AND CONSTRUCTED PRIOR TO INITIATION OF ANY

ABATEMENT OR DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE A

COPY OF THE PROFESSIONAL ENGINEER'S CERTIFIED

BRACING/SHORING/LATERAL SUPPORT DESIGN TO THE OWNER AND ENGINEER

PRIOR TO CONSTRUCTION OF ANY SUCH BRACING/SHORING/LATERAL

SUPPORT.

17. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE

SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS INSPECTION. THE

INSPECTION AND OBSERVATION OF THE WORK BY THE ENGINEER IS INTENDED

TO AID THE CONTRACTOR IN APPLYING LABOR AND MATERIAL TO AND IN

ACCORDANCE WITH THE SPECIFICATION, BUT SUCH INSPECTION SHALL NOT

RELEASE THE CONTRACTOR FROM ANY OF THE CONTRACT OBLIGATIONS.

18. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER SO AS TO

POSE NO DANGER OR HAZARDS TO PERSONS OR PROPERTY. WHERE

NECESSARY, TEMPORARY SHIELDS OR OTHER PROTECTIVE DEVICES MUST BE

UTILIZED. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND EXPENSE

OF ANY AND ALL SAFETY MEASURES. THE USE OF EXPLOSIVE IS STRICTLY

PROHIBITED. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA AND NEW

YORK STATE DEPARTMENT OF LABOR REQUIREMENTS.

19. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS AS

REQUIRED BY THE OWNER.

20. THE OWNER'S NOTIFICATION TO THE CONTRACTOR TO PROCEED WITH THE

WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS

SPECIFIED HEREIN AND SHALL BE INCORPORATED INTO ANY AND ALL

AGREEMENTS BETWEEN OWNER AND CONTRACTOR.

21. THE CONTRACTOR SHALL HAVE A COMPETENT ENGLISH-SPEAKING

REPRESENTATIVE OR FOREMAN PRESENT WHO SHALL FOLLOW, WITHOUT

DELAY, ALL INSTRUCTIONS OF THE ENGINEER OR HIS/HER ASSISTANT(S) IN THE

PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THE

CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND

MATERIAL IMMEDIATELY. THE CONTRACTOR SHALL ALSO HAVE A COMPETENT

REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND

PROVIDE A REASONABLE REPLY AS SOON AS POSSIBLE, BUT NO LATER THAN

24 HOURS.

22. THE WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL OSHA

REQUIREMENTS AND ALL OTHER REQUIREMENTS FROM APPROPRIATE

AGENCIES.

23. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER A MINIMUM OF

72 HOURS PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, SHOULD

WORK BE STOPPED AND RESTARTED FOR ANY REASON, THE CONTRACTOR

SHALL GIVE THE OWNER AND ENGINEER 24 HOURS NOTICE. NO OVERTIME OR

HOLIDAY WORK SHALL BE PERMITTED WITHOUT THE PERMISSION OF THE

OWNER AND ENGINEER. THE WORK HOURS FOR THIS PROJECT SHALL BE 8

A.M. THROUGH 5 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE

APPROVED IN WRITING BY THE OWNER AND ENGINEER.

24. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO

THE ENGINEER FOR APPROVAL.

25. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION ACTIVITIES WITH

THE OPERATIONS OF THE OWNER THROUGHOUT THE DURATION OF THE

CONTRACT.

26. NEITHER THE OWNER NOR THE ENGINEER SHALL BE RESPONSIBLE FOR THE

MEANS AND METHODS SELECTED BY THE CONTRACTOR TO COMPLETE THE

WORK.

27. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR THE SITE SAFETY

AND THE SAFETY OF THE CONTRACTOR'S WORK FORCE AND EQUIPMENT.

28. ANY LANE/ROADWAY CLOSURES SHALL BE COORDINATED WITH THE ENGINEER

AND OWNER, AND SHALL REQUIRE ENGINEER AND OWNER APPROVAL PRIOR

TO CLOSURE.

29. CONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE AVAILABLE FOR USE AT

THE SITE.

30. THE CONTRACTOR SHALL RESTORE ALL SURFACES TO AS GOOD OR BETTER

CONDITION, THAN BEFORE CONSTRUCTION, AS SOON AS POSSIBLE

FOLLOWING THE COMPLETION OF WORK WITHIN ANY AREA OR AS ORDERED BY

THE ENGINEER.

31. LIMITS OF DISTURBANCE SHALL BE LIMITED TO THE AREAS SHOWN ON THESE

DRAWINGS.

32. THE CONTRACTOR IS ADVISED THAT THE SITE IS LOCATED ADJACENT TO A

COMMUNITY RECREATION AREA FREQUENTED BY RESIDENTS AND SMALL

CHILDREN. CONTRACTOR SHALL LIMIT VEHICULAR TRAFFIC ON THE SITE

PROPERTY TO 5 MPH. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT

VEHICLES ONLY ACCESS THE SITE FROM ROCKAWAY AVENUE. CONTRACTOR'S

VEHICULAR AND TRUCK TRAFFIC IS NOT PERMITTING ALONG THE ROADS OR

AREAS ADJACENT TO THE BALL FIELDS TO THE NORTH AND WEST OF THE

CONSTRUCTION SITE. THE BUILDING AND ASSOCIATED PARKING AREA

ADJACENT TO THE WEST OF THE CONSTRUCTION SITE ARE USED BY AN

AMBULANCE SERVICE; THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL

NOT INTERFERE WITH THE OPERATION OF THE AMBULANCE SERVICE. THE

CONTRACTOR SHALL LIMIT ITS ACTIVITIES TO THE AREAS SHOWN ON DRAWING

G2. ALL ROADS SHALL REMAIN AVAILABLE FOR PUBLIC ACCESS AND USE

UNLESS OTHERWISE APPROVED BY THE OWNER.

33. THE CONTRACTOR SHALL RESTORE ALL STAGING AND LAYDOWN AREAS TO

MATCH PREEXISTING CONDITIONS. THE CONTRACTOR SHALL RESEED ALL

AREAS WHERE CONTRACTOR DAMAGES EXISTING GRASS.

34. THE CONTRACTOR SHALL NOT USE EXISTING BATHROOMS OR ANY OTHER

FACILITIES LOCATED ON THE PROPERTY WITHOUT WRITTEN APPROVAL OF THE

OWNER. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES FOR USE

BY ITS EMPLOYEES AND ITS SUBTRACTORS AS MAY BE NECESSARY FOR THE

COMPLETION OF THE WORK. THE CONTRACTOR SHALL REMOVE ALL

TEMPORARY FACILITIES FROM THE SITE UPON COMPLETION OF THE WORK

AND RESTORE UNDERLYING AREAS TO PREEXISTING CONDITIONS TO THE

SATISFACTION OF THE OWNER.

35. THE CONTRACTOR IS ADVISED THAT SITE BUILDING IS OF HISTORIC

IMPORTANCE TO THE OWNER AND IS ON THE NATIONAL REGISTER OF

HISTORIC PLACES. THE CONTRACTOR SHALL NOT CAUSE ANY UNDUE DAMAGE

TO THE BUILDING OR ITS FACILITIES, OR REMOVE ANY OTHER ITEMS OR

MATERIALS OTHER THAN THOSE SPECIFIED IN THIS CONTRACT.

ABATEMENT NOTES:

1. CONTRACTOR SHALL ABATE/REMOVE ALL ASBESTOS-CONTAINING MATERIAL

(ACM) IN ORDER TO INSTALL THE NEW ROOFS AND RELOCATION OF WINDOWS.

EVERY EFFORT HAS BEEN MADE BY THE OWNER TO LOCATE ALL ABOVE

MATERIALS IN EACH AREA OF WORK WITHIN THE BUILDING. IN THE EVENT

THAT MATERIALS NOT INCLUDED IN THESE CONTRACT DOCUMENTS ARE

ENCOUNTERED WHILE THE WORK IS IN PROGRESS, SUCH MATERIAL SHALL BE

TESTED (IF NECESSARY)AND REMOVED IN ACCORDANCE WITH THE

PROCEDURES CONTAINED HEREIN.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND

DIMENSIONS BEFORE BID SUBMISSION AND COMMENCING WORK.

3. CONTRACTOR'S PERSONNEL SHALL RESTRICT ACTIVITIES TO THE DESIGNATED

WORK AND MOBILIZATION AREAS.

4. HAND POWER TOOLS USED TO DRILL, CUT INTO, OR OTHERWISE DISTURB

ASBESTOS-CONTAINING MATERIAL (ACM) OR LEAD-BASED PAINT (LBP) SHALL

BE MANUFACTURER EQUIPPED WITH HEPA-FILTERED LOCAL EXHAUST

VENTILATION, PER APPLICABLE REGULATIONS.

5. CONTRACTOR SHALL PROVIDE AS MANY SHIFTS OF CERTIFIED HANDLERS AND

SUPERVISORS AS WILL BE NECESSARY TO COMPLETE THE PROJECT IN THE

AMOUNT OF TIME SPECIFIED IN THE CONTRACT DOCUMENTS.

6. ALL PENETRATIONS THROUGH EXTERIOR WALLS INCLUDING, BUT NOT LIMITED

TO, PIPES, DUCTS AND CONDUITS AS REQUIRED BY THE FIELD CONDITIONS

SHALL BE LOCATED AND SEALED WITH NON-ACM FIRESTOPPING MATERIALS BY

THE CONTRACTOR PRIOR TO ABATEMENT.

7. THE CONTRACTOR SHALL PROVIDE THE BEST AVAILABLE TECHNOLOGY AND

STATE-OF-THE-ART PROCEDURES AND METHODS PER APPLICABLE

REGULATIONS OF EXECUTION FOR ASBESTOS AND LEAD REMOVAL, CLEANUP,

DISPOSAL AND SAFETY.

8. THE CONTRACTOR'S ELECTRICIAN AND/OR PLUMBER SHALL CONFIRM ALL

UTILITIES PASSING THROUGH THE WORK AREAS HAVE BEEN DISCONNECTED.

9. THE CONTRACTOR SHALL APPLY AND PAY FOR A SITE SPECIFIC VARIANCE, IF

NEEDED.

10. EVERY EFFORT HAS BEEN MADE BY THE OWNER TO LOCATE ALL ACM IN EACH

AREA OF WORK WITHIN THE BUILDING. THE CONTRACTOR IS RESPONSIBLE

FOR VISITING THE JOB SITE AND DETERMINING THE EXACT QUANTITIES OF ACM

TO BE REMOVED.

11. THE OWNER HAS INSPECTED AND IDENTIFIED MATERIALS WHICH WERE

OBSERVABLE AND ACCESSIBLE TO THE SURVEY TEAM. IN THE EVENT THAT

CONCEALED SUSPECT ACM NOT INCLUDED IN THE CONTRACT DOCUMENTS IS

ENCOUNTERED, THE ENGINEER AND OWNER SHALL BE NOTIFIED IMMEDIATELY.

12. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY UTILITIES

INCLUDING WATER, TOILET FACILITIES, POWER AND ELECTRICITY TO CONFORM

WITH ALL PERTINENT FEDERAL, STATE AND LOCAL CODES. A LICENSED

ELECTRICIAN AND/OR PLUMBER SHALL PROVIDE ALL CONNECTIONS.

13. THE ABATEMENT AND DEMOLITION WORK UNDER THIS CONTRACT MAY EXTEND

DURING THE RAINY AND WINTER SEASON. THE CONTRACTOR SHALL PROVIDE

ENOUGH SITE FACILITIES EQUIPPED WITH HEATING SYSTEM TO

ACCOMMODATE ALL ON-SITE WORKERS.

14. THE GENERAL SEQUENCE OF THE ACM REMOVAL OPERATION SHALL BE FROM

MOST FRIABLE TO LEAST FRIABLE MATERIALS.

15. ACM SHALL NOT BE DROPPED UNDER ANY CIRCUMSTANCES FROM ANY

HEIGHT. AN ENCLOSED MECHANICAL HOIST OR EQUIVALENT SHALL BE USED

TO LOWER AND RAISE THE ACM.

16. THE CONTRACTOR SHALL FIELD LOCATE AIR FILTRATION DEVICES (AFDS) AS

NECESSARY FOR THE COMPLETION OF HIS WORK.

17. THE CONTRACTOR SHALL ESTABLISH ONE (1) DECONTAMINATION ENCLOSURE

SYSTEM CONTIGUOUS TO EACH WORK AREA UNDER FULL CONTAINMENT AS

NEEDED AND IN CONFORMANCE WITH ICR 56. DECONTAMINATION

ENCLOSURES SHALL BE ATTACHED DIRECTLY TO THE ACTIVE WORK AREA AND

POSITIONED TO FACILITATE WASTE LOAD OUT. THE CONTRACTOR SHALL FIELD

LOCATE DECONTAMINATION ENCLOSURE SYSTEM AS NECESSARY FOR THE

PERFORMANCE OF THE WORK. THE WASTE HOLDING AREA SHALL BE

SUFFICIENT ENOUGH TO HOLD ALL ACCUMULATED ACM WASTE PRIOR TO

DISPOSAL. ALL DECONTAMINATION ENCLOSURE SYSTEMS SHALL BE FULLY

FRAMED AND HARD-WALL SHEATHED FOR SAFETY AND SECURITY.

18. THE CONTRACTOR SHALL UTILIZE REMOTE DECONTAMINATION ENCLOSURE

SYSTEMS AS NEEDED AND IN CONFORMANCE WITH ICR 56. THE REMOTE

DECONTAMINATION ENCLOSURE SYSTEMS SHALL BE LOCATED WITHIN 25 FEET

OF THE WORK AREA. THE WASTE HOLDING AREA SHALL BE SUFFICIENT

ENOUGH TO HOLD ALL ACCUMULATED ACM WASTE PRIOR TO DISPOSAL. ALL

DECONTAMINATION ENCLOSURE SYSTEMS SHALL BE FULLY FRAMED AND

HARD-WALL SHEATHED FOR SAFETY AND SECURITY.

19. PRIOR TO DEMOLITION AND/OR RENOVATION, THE CONTRACTOR SHALL

PROPERLY REMOVE AND OFF-SITE DISPOSE ALL AFFECTED ASBESTOS, LEAD

AND OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

20. PRIOR TO ABATEMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

RELOCATION OF ANY AFFECTED UTILITIES AND SERVICES IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS,

INCLUDING ALL REQUIRED COORDINATION WITH THE APPROPRIATE UTILITY

COMPANIES.

21. THE CONTRACTOR SHALL FIELD VERIFY THE AMOUNT OF ACM AND OTHER

HAZARDOUS MATERIALS TO BE ABATED AND FAMILIARIZE HIMSELF WITH ALL

VARIABLE FIELD CONDITIONS BEFORE THE SUBMISSION OF HIS BID AND

COMMENCING WORK. IN THE EVENT THAT SUSPECT MATERIALS NOT INCLUDED

IN THESE CONTRACT DRAWINGS ARE ENCOUNTERED WHILE THE WORK IS IN

PROGRESS, SUCH MATERIAL SHALL BE TESTED AND, IF CONFIRMED ACM,

REMOVED AS ACM IN ACCORDANCE WITH THE PROCEDURES CONTAINED

HEREIN. LIKEWISE, IN THE EVENT THAT HAZARDOUS MATERIALS NOT

INCLUDED IN THESE CONTRACT DRAWINGS ARE ENCOUNTERED WHILE THE

WORK IS IN PROGRESS, SUCH MATERIAL SHALL BE REMOVED IN ACCORDANCE

WITH THE PROCEDURES CONTAINED HEREIN. THE DISCOVERY OF ANY NEW

MATERIAL SHALL NOT DELAY THE PROGRESS OF THE WORK.

22. DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR

EQUIPMENT. CONFINE ALL THE NECESSARY MATERIALS TO THE AREAS

INDICATED BY THE OWNER. THE CONTRACTOR SHALL REMOVE FROM THE

SITE, AS QUICKLY AS IT ACCUMULATES, ITEMS OF SALVAGE, RUBBISH,

WRECKING DEBRIS, ASBESTOS DEBRIS AND HAZARDOUS MATERIALS

WASTE/DEBRIS.

23. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL EXAMINE THE

TECHNICAL SPECIFICATIONS FOR COMPLIANCE WITH CODES AND

REGULATIONS APPLICABLE TO THE WORK AND SHALL IMMEDIATELY REPORT

ANY DISCREPANCY TO THE ENGINEER.

24. REMOVAL OF OTHER REGULATED AND/OR HAZARDOUS MATERIAL SHALL BE

COORDINATED WITH ASBESTOS ABATEMENT SO AS TO NOT COMMINGLE

WASTE STREAMS.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEGREGATION AND

DISPOSAL OF HAZARDOUS AND REGULATED WASTE FROM ACM WASTE DURING

THE WORK.

26. THE CONTRACTOR IS ADVISED THAT THE WORK OF THE CONTRACT MAY

IMPOSE CERTAIN OBLIGATIONS AND REQUIREMENTS MANDATED BY THE U.S.

DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

REGULATIONS FOUND AT 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, SINCE THE SCOPE OF WORK REQUIRES THE CONTRACTOR TO

SCRAPE LOOSE PAINT, THE WASTE GENERATED SHALL BE ANALYZED FOR

APPROPRIATE WASTE DISPOSAL IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS. THE ENGINEER OR ITS

DESIGNATED REPRESENTATIVE SHALL COLLECT SAMPLES TO ENSURE

CLEARANCE LIMITS ARE MET IN ACCORDANCE WITH USEPA AND/OR NYSDOL

REQUIREMENTS FOR ASBESTOS AND LEAD ABATEMENT PROJECTS AND

INFORM CONTRACTOR IF ADDITIONAL CLEANING IS REQUIRED.

27. THE CONTRACTOR SHALL PERFORM ALL ADDITIONAL CLEANINGS OF WORK

AREAS REQUIRED IN ORDER TO MEET THE CLEARANCE REQUIREMENTS

SPECIFIED FOR THE ABATEMENT OF ACM AND LBP AT NO ADDITIONAL COST TO

THE OWNER.

28. AT THE COMPLETION OF THE HAZARDOUS MATERIALS ABATEMENT/REMOVAL

AND ASSOCIATED CLEARANCE ACTIVITIES , THE CONTRACTOR SHALL CLEAN

ENTIRE BUILDING INTERIOR TO REMOVE ALL DEBRIS AND WASTE TO RENDER A

BROOM CLEAN SURFACE THROUGHOUT.

29. THE CONTRACTOR SHALL MANAGE ASBESTOS-CONTAINING MATERIALS IN

ACCORDANCE WITH SPECIFICATION SECTION 02125 (ASBESTOS REMOVAL),

LEAD-BASED PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 02085

(LEAD-CONTAINING PAINT ACTIVITY), MOLD IN ACCORDANCE WITH

SPECIFICATION SECTION 02850 (MOLD ABATEMENT), GUANO IN ACCORDANCE

WITH SPECIFICATION SECTION 02851 (GUANO REMOVAL) AND ALL OTHER

HAZARDOUS MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02126

(HAZARDOUS MATERIALS REMOVAL).

30. WHILE THE TOTAL QUANTITY OF HAZARDOUS MATERIALS PER FLOOR ARE

INDICATED ON THESE DRAWINGS, A COMPLETE LIST OF THE HAZARDOUS

MATERIALS AND THEIR ASSOCIATED QUANTITIES ARE IDENTIFIED BY ASSIGNED

ROOM NUMBER IN THE SPECIFICATIONS AND IN THE HAZARDOUS MATERIALS

ASSESSMENT REPORT DATED OCTOBER 2024. WITH REGARD TO THE

LEAD-BASED PAINT LOCATIONS, “WALL A” IS THE NORTH WALL, “WALL B” IS THE

EAST WALL, “WALL C” IS THE SOUTH WALL AND “WALL D” IS THE WEST WALL.

NEW YORK STATE BUILDING CODE NOTES:

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2025 NEW YORK STATE BUILDING

CODE.

2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN ALL

WORK AND EQUIPMENT USE PERMITS AS REQUIRED BY THE CITY, TOWN, STATE OR

FEDERAL AGENCIES HAVING JURISDICTION OVER THE WORK.

3. COMMENCEMENT OF OPERATIONS: NOTIFY IN ADVANCE THE VILLAGE OF GARDEN CITY

APPOINTED REPRESENTATIVE BEFORE COMMENCING THE WORK.

4. CONCEALED SPACES WITH PARTITIONS, WALL, FLOORS, ROOFS, STAIRS, FURRING PIPE

SPACES, COLUMN ENCLOSURES, ETC. SHALL BE FIRE STOPPED WITH NON-COMBUSTIBLE

MATERIAL THAT CAN BE SHAPED, FITTED AND PERMANENTLY SECURED IN POSITION AS PER

CHAPTER 7 OF THE NEW YORK STATE CODE. SUBMIT U.L. DETAIL FOR APPROVAL.

5. DUCTS, PIPES AND CONDUITS PASSING THROUGH FIRE RATED CONSTRUCTION SHALL HAVE

SURROUNDING SPACES NOT EXCEEDING (1/2") IN WIDTH PACKED WITH FIRE STOPPING

MATERIAL APPROVED BY THE CODE AND CLOSED OFF WITH CLOSE FITTING METAL

CLOSURES. DUCTWORK PENETRATIONS SHALL BE PROTECTED BY RATED SELF CLOSING

DEVICES PER 2020 NYS BUILDING CODE CHAPTER 7 AT ALL PENETRATIONS. SUBMIT U.L.

DETAIL FOR APPROVAL.

6. THE MINIMUM FIRE RESISTANCE RATINGS (2 -HOURS) SHALL BE PROVIDED FOR

CONSTRUCTION ELEMENTS OR AS REQUIRED FOR THE CONSTRUCTION CLASS, AND AS

INDICATED ON THE CERTIFICATE OF OCCUPANCY OR APPROVED BUILDING PERMIT

APPLICATION.

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

ST. PAUL'S LANDMARK PRESERVATION

SITE PLAN

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

3 OF 1708/27/2026 1" = 100

NOTES:

1. CONTRACTOR SHALL BE PERMITTED TO UTILIZE THE INDICATED STAGING AREAS FOR

INSTALLATION OF TEMPORARY FACILITIES, AS NECESSARY THROUGHOUT THE

PERFORMANCE OF CONSTRUCTION AND UNTIL THE DATE OF ACCEPTANCE OF

CONSTRUCTION BY THE OWNER. AT A MINIMUM, CONTRACTOR SHALL BE

RESPONSIBLE FOR PROVIDING TEMPORARY FACILITIES, TEMPORARY UTILITIES,

TEMPORARY WATER, SANITARY FACILITIES, WASTE STAGING, TRASH DISPOSAL, ETC. IN

ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN TECHNICAL SPECIFICATION

SECTION 01500, AS WELL AS ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES,

LAWS AND REGULATIONS. CONTRACTOR SHALL PROTECT ALL TREES AND TREE

ROOTS LOCATED WITHIN AND ADJACENT TO ALL STAGING AREAS FROM DAMAGE DUE

TO THE CONTRACTOR'S ACTIVITIES IN A MANNER ACCEPTABLE TO THE ENGINEER AND

OWNER. CONTRACTOR IS SOLELY RESPONSIBLE FOR RESTORING ALL STAGING AREAS

TO MATCH PREEXISTING CONDITIONS TO THE SATISFACTION OF THE ENGINEER AND

OWNER.

2. CONTRACTOR SHALL UTILIZE EXISTING ROADS IN SUCH A MANNER AS TO NOT DAMAGE

EXISTING ROADS OR ADJACENT PROPERTIES. IN THE EVENT THAT THE CONTRACTOR'S

OPERATIONS CAUSE DAMAGE TO EXISTING ROADS OR ADJACENT PROPERTIES, THE

CONTRACTOR SHALL REPAIR/REPLACE DAMAGED AREAS IN KIND TO THE

SATISFACTION OF THE ENGINEER AND OWNER, AT NO ADDITIONAL COST TO THE

OWNER. ALL WORK SHALL BE CONDUCTED TO ENSURE MINIMUM INTERFERENCE WITH

THE ROADS, STREETS, WALKWAYS AND OTHER ADJACENT OCCUPIED OR USED

FACILITIES.

3. CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING THE ROADWAYS AND AREAS

LOCATED ADJACENT TO THE SURROUNDING SPORTS FIELDS. CONTRACTOR MAY ONLY

ENTER THE FACILITY THROUGH THE ENTRANCE ALONG ROCKAWAY AVENUE INDICATED

ON THIS SHEET. CONTRACTOR IS PROHIBITED FROM ACCESSING THE FACILITY FROM

ANY OTHER LOCATIONS, OR CREATING ANY ADDITIONAL ENTRANCES TO THE FACILITY,

WITHOUT THE OWNER'S WRITTEN PERMISSION.

4. THE CONTRACTOR SHALL NOT USE BATHROOMS OR ANY OTHER FACILITIES LOCATED

ON THE PROPERTY WITHOUT WRITTEN APPROVAL OF THE OWNER. THE CONTRACTOR

SHALL PROVIDE TEMPORARY FACILITIES FOR USE BY ITS EMPLOYEES AND ITS

SUBTRACTORS AS MAY BE NECESSARY FOR THE COMPLETION OF THE WORK. THE

CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES FROM THE SITE UPON

COMPLETION OF THE WORK.

5. APPROXIMATE WORK AREA LIMITS. IN THE EVENT THAT THE CONTRACTOR NEEDS TO

UNDERTAKE WORK OUTSIDE OF THE WORK AREA LIMITS, SUCH WORK SHALL BE

PRESENTED TO THE OWNER/ENGINEER FOR WRITTEN APPROVAL PRIOR TO

UNDERTAKING SAID WORK.

6. THE BUILDING AND ASSOCIATED PARKING AREA LOCATED ADJACENT TO THE WEST OF

THE ST. PAUL'S SCHOOL BUILDING ARE USED BY AN AMBULANCE SERVICE. THE

CONTRACTOR AND ALL SUBCONTRACTORS SHALL NOT INTERFERE WITH THE

OPERATION OF THE AMBULANCE SERVICE.

7. CONTRACTOR SHALL ERECT A TEMPORARY FENCE SURROUNDING WORK AREA AS

OUTLINED IN SPECIFICATION SECTION 01510 (TEMPORARY FENCING). THE

CONTRACTOR IS ADVISED THAT AN EXISTING FENCE IS PRESENT AROUND PORTIONS

OF THE BUILDING THAT MAY SATISFY THIS FENCING REQUIREMENT. HOWEVER, THE

CONTRACTOR IS REQUIRED TO ENSURE EXISTING FENCING IS OF SUITABLE QUALITY

AND INTEGRITY TO SUBSTITUTE FOR THE TEMPORARY FENCING AND SHALL REPAIR

ANY DAMAGE CAUSED TO FENCE DURING THE ENTIRE CONTRACT PERIOD TO MAINTAIN

SITE SECURITY. CONTRACTOR SHALL ENSURE ITS TEMPORARY FENCE DOES NOT

EXTEND BEYOND THE WORK AREA.

NOT AN ENTRANCE/EXIT

NOT AN ENTRANCE/EXIT

NOT AN ENTRANCE/EXIT

NOT AN ENTRANCE/EXIT

AMBULATORY SERVICES BUILDING

AMBULATORY SERVICES PARKING AREA

ST. PAUL'S SCHOOL BUILDING

CONTRACTOR ENTRANCE/EXIT

CONTRACTOR ACCESS SHALL NOT EXTEND

BEYOND THE CONTRACTOR ACCESS ROAD

LIMITS IDENTIFIED THIS SHEET

ALLOWABLE CONTRACTOR STAGING AREA

LEGEND:

CONTRACTOR ACCESS ROADS

LIMITS OF ALLOWABLE CONTRACTOR STAGING AREAS

LIMITS OF WORK AREA

STEWART AVENUE

RO

CKAW

AY AVENUE

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

ROOF DEMO PLAN

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

4 OF 1708/27/2026 1" = 150'

NOTES:

1. CONTRACTOR SHALL ASSUME ALL FLAT ROOF AND MANSARD ROOF AREAS, APPROX. 65,000 SF, ARE ASBESTOS CONTAINING MATERIAL (ACM).

2. CONTRACTOR SHALL REMOVE ALL EXISTING ROOFING MATERIALS TO THE RAFTERS/SHEATHING.

3. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY STRUCTURAL SHORING TO SAFELY PERFORM

ABATEMENT OF ACM.

4. ITEM 2, ALTERNATE 1, AND ALTERNATE 2: ABATEMENT AND REMOVAL OF MANSARD ROOFS

EXCEPT FOR THE CLOCK TOWER ROOF.

5. ALTERNATE 3: ALL FLAT ROOFS - ABATEMENT AND REMOVAL OF ALL FLAT ROOFS - APPROX.

25,000 SF

6. ALTERNATE 4: FLAT ROOFS AREA 1 - ABATEMENT AND REMOVAL OF FLAT ROOFS AREA 1 -

APPROX. 12,800 SF

7. ALTERNATE 5: FLAT ROOFS AREA 2 - ABATEMENT AND REMOVAL OF FLAT ROOFS AREA 2 -

APPROX. 4,600 SF

8. ALTERNATE 6: FLAT ROOFS AREA 3 - ABATEMENT AND REMOVAL OF FLAT ROOFS AREA 3 -

APPROX. 3,700 SF

9. ALTERNATE 7: FLAT ROOFS AREA 4 - ABATEMENT AND REMOVAL OF FLAT ROOFS AREA 4 -

APPROX. 3,900 SF

10. ALTERNATE 8, ALTERNATE 9, ALTERNATE 10: ABATEMENT AND REMOVAL OF THE CLOCK TOWER

ROOF.

LEGEND:

ABATEMENT WORK AREA

ABATEMENT WORK AREA BOUNDARY

ST. PAUL'S LANDMARK PRESERVATION

FLAT ROOF AREA 1 - APPROX. 12,800 SF

FLAT ROOF AREA 2 - APPROX. 4,600 SF

FLAT ROOF AREA 3 - APPROX. 3,700 SF

FLAT ROOF AREA 4 - APPROX. 3,900 SF

LEGEND

ALT. 14 REMOVE EXISTING

ROOF STAIRS AND INSTALL

NEW ROOF LADDER

ALT. 14: REMOVE EXISTING

ROOF STAIRS AND INSTALL

NEW ROOF LADDER

ALTERNATE 15: INSTALLATION OF THREE

LAYERS OF HEAVY DUTY ROOF TARPS OVER

THE EXISTING SKYLIGHTS. THE PERIMETER OF

THE SKYLIGHTS SHALL BE SECURED WITH

TERMINATIONS BARS.

ALTERNATE 16: CONTRACTOR SHALL SECURE

CHIMNEYS TO BUILDING WITH THREADED RODS.

CONTRACTOR SHALL INSTALL 1" BLUESTONE CAP

WITH CONCRETE TO SEAL ALL CHIMNEY OPENINGS.

ALTERNATE 16: CONTRACTOR SHALL SECURE

CHIMNEYS TO BUILDING WITH THREADED RODS.

CONTRACTOR SHALL INSTALL 1" BLUESTONE CAP

WITH CONCRETE TO SEAL ALL CHIMNEY OPENINGS.

ALTERNATE 16: CONTRACTOR SHALL SECURE

CHIMNEYS TO BUILDING WITH THREADED RODS.

CONTRACTOR SHALL INSTALL 1" BLUESTONE CAP

WITH CONCRETE TO SEAL ALL CHIMNEY OPENINGS.

ALTERNATE 16: CONTRACTOR SHALL SECURE

CHIMNEYS TO BUILDING WITH THREADED RODS.

CONTRACTOR SHALL INSTALL 1" BLUESTONE CAP

WITH CONCRETE TO SEAL ALL CHIMNEY OPENINGS.

INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

ROOF CONSTRUCTION PLAN

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

5 OF 1708/27/2026 1" = 150'

NOTES:

1. ITEM 1: PROVIDE ALL NECESSARY SCAFFOLDING, SAFETY SYSTEMS, AND BOOM

LIFTS REQUIRED TO SAFELY ACCESS ALL ROOF AREAS.

2. ITEM 2: FURNISH AND INSTALL NEW DAVINCI SYNTHETIC SLATE ROOFING SYSTEM,

OR APPROVED EQUAL, ON ALL MANSARD ROOFS EXCEPT FOR THE CLOCK

TOWER ROOF.

3. ALTERNATE 1: MANSARD ROOFS EXCLUDING THE CLOCK TOWER ROOF - FURNISH

AND INSTALLATION OF NEW ROOFING SYSTEM WITH ECOSTAR 50 YEAR

SYNTHETIC SLATE OR EQUAL

4. ALTERNATE 2: MANSARD ROOFS EXCLUDING THE CLOCK TOWER ROOF - FURNISH

AND INSTALLATION OF NEW ROOFING SYSTEM WITH CERTAINTEED'S GRAND

MANOR UL 2218 CLASS 4 IMPACT RESISTANT ASPHALT SHINGLES 50-YEAR ROOF

OR EQUAL

5. ALTERNATE 3: ALL FLAT ROOFS - FURNISH AND INSTALL COLD APPLIED 2-PLY

ROOF SYSTEM - STRESSPLY MANUFACUTURED BY GARLAND COMPANY INC. OR

APPROVED EQUAL - APPROX. 25,000 SF

6. ALTERNATE 4: FLAT ROOFS AREA 1 - FURNISH AND INSTALL COLD APPLIED 2-PLY

ROOF SYSTEM - STRESSPLY MANUFACUTURED BY GARLAND COMPANY INC. OR

APPROVED EQUAL - APPROX. 12,800 SF

7. ALTERNATE 5: FLAT ROOFS AREA 2 - FURNISH AND INSTALL COLD APPLIED 2-PLY

ROOF SYSTEM - STRESSPLY MANUFACUTURED BY GARLAND COMPANY INC. OR

APPROVED EQUAL - APPROX. 4,600 SF

8. ALTERNATE 6: FLAT ROOFS AREA 3 - FURNISH AND INSTALL COLD APPLIED 2-PLY

ROOF SYSTEM - STRESSPLY MANUFACUTURED BY GARLAND COMPANY INC. OR

APPROVED EQUAL - APPROX. 3,700 SF

9. ALTERNATE 7: FLAT ROOFS AREA 4 - FURNISH AND INSTALL COLD APPLIED 2-PLY

ROOF SYSTEM - STRESSPLY MANUFACUTURED BY GARLAND COMPANY INC. OR

APPROVED EQUAL - APPROX. 3,900 SF

10. ALTERNATE 8: FURNISH AND INSTALLATION NEW DAVINCI SYNTHETIC SLATE

ROOFING SYSTEM, OR APPROVED EQUAL, ON THE CLOCK TOWER ROOF.

11. ALTERNATE 9: FURNISH AND INSTALLATION OF NEW ROOFING SYSTEM WITH

ECOSTAR 50 YEAR SYNTHETIC SLATE OR EQUAL, ON THE CLOCK TOWER ROOF.

12. ALTERNATE 10: FURNISH AND INSTALLATION OF NEW ROOFING SYSTEM WITH

CERTAINTEED'S GRAND MANOR UL 2218 CLASS 4 IMPACT RESISTANT ASPHALT

SHINGLES 50-YEAR ROOF OR EQUAL, ON THE CLOCK TOWER ROOF.

13. ALTERNATE 11: PERFORM A COMPREHENSIVE INSPECTION OF THE EXISTING

CLOCK TOWER ROOF. CAREFULLY REMOVE DETERIORATED OR NON-ORIGINAL

ROOFING TILES AND FURNISH AND INSTALL NEW GENUINE NATURAL SLATE TO

MATCH THE EXISTING ROOFING IN COLOR, THICKNESS, TEXTURE, EXPOSURE,

AND INSTALLATION PATTERN. SCOPE IS ESTIMATED TO INCLUDE APPROXIMATELY

TWENTY-FIVE PERCENT (25%) OF THE CLOCK TOWER ROOF SURFACE. PRESERVE

AND RETAIN ALL EXISTING SLATE THAT REMAINS SERVICEABLE.

14. ALL ITEMS: SUPPLY ALL LABOR REQUIRED FOR INSTALLATION, INCLUDING GRACE

UNDERLAYMENT AND FULL ROOFING INSTALLATION.

15. ALL ITEMS: RESUSE ALL EXISTING COPPER FLASHING WHERE FEASIBLE AND IN

GOOD CONDITION.

16. ALTERNATE 12: SUPPLY AND INSTALL APPROX. 25,000 SF OF RAFTERS AND

PLYWOOD SHEATHING TO MATCH EXISTING IN AREAS WHERE ROOF FRAMING

HAS DETERIORATED. FINAL QUANTITY TO BE VERIFIED IN THE FIELD

17. ALTERNATE 13: INSPECT, REPAIR, AND RESEAL ALL NECESSARY SOLDER SEAMS

ON YANKEE GUTTERS, LEADERS, AND RELATED COPPER COMPONENTS.

18. ALTERNATE 14: REMOVAL OF EXISTING ROOF STAIRS. FURNISH AND

INSTALLATION OF NEW BLACK ALUMINUM ROOF LADDERS

19. ALTERNATE 15: INSTALLATION OF THREE LAYERS OF HEAVY DUTY ROOF TARPS

OVER THE EXISTING SKYLIGHTS. THE PERIMETER OF THE SKYLIGHTS SHALL BE

SECURED WITH TERMINATIONS BARS.

20. ALTERNATE 16: CONTRACTOR SHALL SECURE ALL EXISTING CHIMNEYS TO

BUILDING WITH THREADED RODS AND INSTALL 1" BLUESTONE CAP WITH

CONCRETE TO SEAL OPENINGS.

21. ALTERNATE 18: CONTRACTOR SHALL A GAF SILICONE ROOF COATING SYSTEM,

OR APPROVED EQUAL. COMPLETE ALL PREPARATION WORK AND REPAIRS

REQUIRED BY THE MANUFACTURER. INCLUDE PRIMERS, REINFORCEMENT

FABRIC, SEALANTS, FLASHING TREATMENTS, AND ACCESSORY MATERIALS AS

REQUIRED. INSTALL COATING SYSTEM IN ACCORDANCE WITH GAF

MANUFACTURER SPECIFICATIONS.

22. PROVIDE ALL AVAILABLE WARRANTY INFORMATION.

23. APPROXIMATE QUANTITY OF FLAT ROOFS IS 25,000 SF AND SYNTHETIC SLATE

MANSARD ROOFS AND CLOCK TOWER ROOF IS 40,000 SF.

INSTALL FLAT INSULATION ON

SLOPED STRUCTURE (TYP.)

INSTALL 1/4" PER FT TAPERED

INSULATION FOR FIRST FOUR (4)

FEET OF ROOF AREA (TYP.)

LEGEND

SLOPE OF STRUCTURE (TYP.)

SEE REGLET MOUNTED

COUNTERFLASHING DETAIL

INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

FLAT ROOF INSULATION PLAN

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

6 OF 1708/27/2026 1" = 150'

ST. PAUL'S LANDMARK PRESERVATION

NOTES:

1. INSULATION PLAN TO BE USED FOR ALTERNATES 3, 4, 5, 6 AND 7.

IN MEMORIAM

ALEX TURNEY

STEWART

ELEVATION

89' - 0"

ELEVATION

56' - 0"

ELEVATION

0' - 0"

BASEMENT

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

SOUTH ELEVATION

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

7 OF 1708/27/2026 1" = 10'

ST. PAUL'S LANDMARK PRESERVATION

NOTES:

1. ALTERNATE 17: CONTRACTOR SHALL PERFORM APPROX. 10,000 SF OF MASONRY STRUCTURAL REPAIRS AT VARIOUS LOCATIONS OF THE BUILDING AS DETERMINED BY THE VILLAGE. MASONRY REPAIRS TO INCLUDE REPOINTING, REPLACING/SECURING LOOSE BRICKS AND STONE, SECURING OF STONE DORMERS. CONTRACTOR SHALL ASSUME AREAS OF

MASONRY REPAIRS WILL BE AT UPPER ELEVATIONS.

FIRST FLOOR F.F.

7' - 0"

CELLAR F.F.

-5' - 0"

Grade 0' - 0"

SECOND FLOOR

F.F.

23' - 0"

THIRD FLOOR F.F.

38' - 0"

FOURTH FLOOR

F.F.

50' - 0"

FIFTH FLOOR F.F.

62' - 6"

Head Roof 89' - 0"

CHAPEL ROOF

69' - 0"

INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

NORTH ELEVATION

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

8 OF 1708/27/2026 1" = 10'

ST. PAUL'S LANDMARK PRESERVATION

NOTES:

1. ALTERNATE 17: CONTRACTOR SHALL PERFORM APPROX. 10,000 SF OF MASONRY STRUCTURAL REPAIRS AT VARIOUS LOCATIONS OF THE BUILDING AS DETERMINED BY THE VILLAGE. MASONRY REPAIRS TO INCLUDE REPOINTING, REPLACING/SECURING LOOSE BRICKS AND STONE, SECURING OF STONE DORMERS. CONTRACTOR SHALL ASSUME AREAS OF

MASONRY REPAIRS WILL BE AT UPPER ELEVATIONS.

1- MECHANICALLY GRIND THE MOTAR TO A DEPTH OF MIN. 34 INCH

2- FLUSH CLEAN WITH WATER

3- INSTALL NEW CEMENT LIME MORTAR IN 14 INCH LIFTS. FOLLOW

PRE-DAMPING PROCEDURE DESCRIBED IN PROCEDURE

4- TOOL CONCAVE

5- PROVIDE FOR DAMP CURE

6- MOTAR MIX TO BE SPECIFICALLY FORMULATED

TO MATCH EXISTING

34 " GRINDING DEPTH MIN.

EXTERIOR SIDE

POINTING SECTIONAL VIEW

SCALE: NTS

INCORPORATED VILLAGE OF GARDEN CITY

ENGINEERING DEPARTMENT

351 STEWART AVENUE GARDEN CITY, NY 11530

VILLAGE HALL (516)465-4000 DPW FAX (516)742-5377

DETAILS

AT GG

CONTRACT TITLE:

SHEET TITLE:

DATE: DRAWN BY: CHECKED BY: SCALE: SHEET:

NOTE:

Under N.Y.S. Education Law Sec. 7209 Sub. 2, it is illegal for any person, unless acting under the direction of a LICENSED Professional Engineer, to alter any item on this material in any way. If any item is so altered, the Professional Engineer who so alters or who directs another to so alter, shall affix to the items his seal and the notation "altered by" followed by his signature, the date of the alteration and a specific description of the alteration.

REVISIONS

DESCRIPTIONREV DATE APPROVED

9 OF…