Bid Drawings_Old Caroline Town Hall Restoration Project_20326.pdf

Old Town Hall

New Town Hall

CAROLINE DRIVE

SLATERVILLE ROAD / RTE 79

M

ID

LI

N

E

RO

A D ds ds

Parking

Parking

T-10

Title Sheet

ALKD

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

CONSTRUCTION DOCUMENTS

Door Number

Room Identifier

Contour Lines

Property Line

Drawing Number

Area to be Drawn

Earth

Proposed Existing

Gridline

Elevation

Revision

Window Type

Restroom

E

T.O.S.

= 100'-0"

A

A-40

A-30

A-50

2 Demolition Note

Wall Type

586.24' Spot Elevation

General Work NoteA abv Above aff Above Finish Floor addl Additional adj Adjust / Adjacent a/c Air Conditioning alt Alternate al Aluminum approx Approximate bsmt Basement brg Bearing bm Bench Mark btwn Between blkg Blocking bd Board bw Both Ways btm Bottom brdg Bridging bldg Building cab Cabinet cpt Carpet csmt Casement cb Catch Basin clg Ceiling ctr Center c/c Center to Center ct Ceramic Tile co Clean Out clos Closet col Column conc Concrete cmu Concrete Masonry Unit csjt Construction Joint cont Continuous cjt Control Joint cu Copper cmp Corrugated Metal Pipe crs Courses det Detail dia Diameter dim Dimension dw Dishwasher dbl Double dh Double Hung (Window) dn Down ds Downspout dwg Drawing df Drinking Fountain ea Each elec Electrical elev Elevation eq Equal equip Equipment exh Exhaust exg Existing expjt Expansion Joint ext Exterior fof Face Of Finish fom Face Of Masonry fos Face Of Studs fin Finish(ed) fc Finish Coat flr Floor fd Floor Drain ft Foot or Feet ftg Footing fnd Foundation frz Freezer furn Furnace galv Galvanized ga Gauge gl Glass or Glazing gfi Ground Fault Interrupter gpdw Gypsum Drywall hcp Handicap hdw Hardware hdr Header hgt Height htr Heater hvac Heating / Ventilation

/ Air Conditioning hm Hollow Metal horiz Horizontal hb Hose Bib in Inch id Inside Diameter insul Insulation int Interior inv Invert isjt Isolation Joint jt Joint jst Joist lav Lavatory lf Linear Foot lvl Laminated Veneer Lumber mfr Manufacturer mo Masonry Opening mat Material max Maximum mech Mechanical mtl Metal min Minimum misc Miscellaneous nom Nominal n/a Not Applicable nic Not In Contract nts Not To Scale

no. # Number oc On Center opng Opening opp Opposite oz Ounce od Outside Diameter ovhd Overhead pr Pair pnl Panel pnt Paint(ed) d Penny (nails) perf Perforated plas Plaster p lam Plastic Laminate pl Plate pwd Plywood pvc Polyvinyl Chloride psf Pounds per Square Foot psi Pounds per Square Inch pt Pressure Treated prov Provide qty Quantity qt Quarry Tile rad Radius refr Refrigerator reinf Reinforce(d)/Reinforcing rcp Reinforced Concrete Pipe rvt Reinforced Vinyl Tile req'd Required ra Return Air rev Revision/Revised rd Roof Drain rm Room ro Rough Opening rbr Rubber san Sanitary shth Sheathing shr Shower sim Similar spec Specification sf Square Foot std Standard stn Stain(ed) ss Stainless Steel stl Steel strl Structural susp Suspended tmpd Tempered thk Thickness t&g Tongue and Groove tof Top Of Foundation topl Top Of Plate tos Top Of Steel tow Top Of Wall trans Transparent typ Typical uon Unless Otherwise Noted vr Vapor Retarder vif Verify In Field vert Vertical wc Water Closet wp Waterproof wt Weight wwf Welded Wire Fabric w/ With w/o Without wd Wood

SYMBOLS

Porous Fill

Concrete

Welded Wire Fabric

Brick/Clay Unit Masonry

Concrete Unit Masonry

Steel (small scale dwg)

Steel (large scale dwg)

Wood (rough)

Wood blocking

Plywood

Nom size shown only at large scale 2 4

Wood (finish)

Rigid Insulation

Batt Insulation

New frame wall

Building Elevation

A-20 Sheet Number

Section

Direction shown

Interior Elevation

Drawing Number Sheet Number

Detail Callout

Drawing Number Sheet Number

MATERIALS KEYABBREVIATIONS INDEX OF DRAWINGS:

T-10 Title Sheet

CS-10 Code Study Plans CS-11 Code Study Plans

A-01 Site Plan A-02 Grading Plan & Details A-03 Site Plan Details

S-10 Structural Notes S-11 Special Inspections & Underpinning S-12 Foundation Plan S-13 Stair Addition Framing Plans S-14 Shoring Sections

AB-10 Abatement Plans & Notes

D-10 Demolition Plans D-11 Demolition Plans

A-10 Basement Plans & Details A-11 First Floor Plans A-12 Second Floor Plans A-13 Roof Plan

A-20 Exterior Elevations A-21 Exterior Elevations

A-30 Building Sections A-31 Building Sections A-32 Wall Sections

A-40 Interior Elevations

A-50 Details A-51 Details A-52 Details

A-60 Schedules

PROJECT LOCATION:

KEY PLAN:

OLD CAROLINE TOWN HALL RESTORATION PROJECT

Old Town Hall 2670 Slaterville Road Slaterville Springs, New York

FOR

Town of Caroline 2668 Slaterville Road Slaterville Springs, NY 14881

PROJECT TEAM:

OWNER

123 Sesame Street, Rochester, NY 14607

(607) 539-6400 | www.townofcaroline.org

ARCHITECT

32 Winthrop Street, Rochester, NY 14607

(585) 262-2035 | www.beroarchitecture.com

STRUCTURAL ENGINEER

1653 E Main Street, Rochester, NY 14609

(585) 482-8130 | www.jensenbrv.com

N

Project location

ENVIRONMENTAL ENGINEER

211 E Main Street, Rochester, NY 14609

(585) 654-9080 | www.lozierenv.com

N

EPF # 239463

A. Adhere to written dimensions. Do not scale any drawing or construction details.

B. All angles are 90 degrees unless otherwise noted.

C Where inches are not indicated, dimensions are in increments of an even foot.

D Dimensions indicated on plans are for horizontal control.

Contractor to measure horizontal control dimensions on a level line not parallel with ground slope.

E. All dimensions to, or from, curb lines are measured from the exposed face of curb, unless otherwise noted.

F. Contractor shall refer any questions regarding materials, finishes, &/or products not specified in construction documents to the Architect - in writing - prior to ordering materials or starting work.

G. Contractor shall take accurate measurements and verify field conditions before preparation of shop drawings & fabrication of project features.

H. Internal layout not verified except at immediate areas of interior work.

GENERAL DRAWING NOTES:

RTE 79

Project limits

5/12/261 Bid Addendum 3

First Floor Plan

SCALE: 1/4" = 1'-0"2

N

First Floor Plan

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

N

UP

DN

OFFICE 1

COURTROOM

CONFERENCE

TOILET

FOYER

OFFICE 2

CLOSET 1

DNDN

DN

DN DN

DNDN

MECHANICAL

UP

UP

N STAIR 101

CLOSET 2

ENTRY

CHASE

COURTROOM

OR

TOWN MEETING ROOM

Assembly (A-3) Courtroom sf

40n

36" (.2)

Business (B) Office sf

150G

Assembly (A-3) Courtroom - fixed seating

209 in bench

18"/o

Business (B) Office sf

150G

Business (B) Office sf

150G

36" (.2)

36" (.2)

Egress for courtroom

Egress for 2nd floor

24 | 15

Assembly (A-3) Meeting Room sf

15n

(Posted )

36" (.2)

Egress for mtg room

-1-'9"

+0'-0"

+0'-0" exg fin flr

1 hr fire barrier

Mechanical Room sf

300G

Ramp slope DN 1:12

Elec panel

Egress for 2nd flr +Mtg room

25 | 15

36" (.2)

Notes:

· Exg 10" flr framing

· Basement: ± 7'-4" to clg

· Crawlspace ± 6'-10" at access to underside of flr framing

Exg panels

Exg geothermal

Provide 1 hr fire barrier, doors & frames - typ all levels

-8'-2" exg fin flr

-6-'5"

-5'-1" exg, typ

-7-'8"

Addition:

interior exit stairway

Crawlspace

· Remove debris & floor insulation

· Provide vapor barrier insulation at walls

· Infill openings

· Cont mech vent 1cfm/50 sf flr

Recess 4" typ, infill w/ masonry - allow for exg penetrations

Basement Plan

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

N

UP

STORAGE 3

N STAIR 001

Geo

Boiler

Exg sump

Exg backup sump pump

DN

CRAWLSPACE

BASEMENT

Sump

Exg panels

Exg geothermal

CS-10

Code Study Plans

ALKD

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

PROJECT LOCATION:

Old Town Hall at 2668 Slaterville Road, Slaterville Springs

APPLICABLE CONSTRUCTION CODES:

2025 Building Code of New York State 2025 Existing Building Code of New York State 2025 Fire Code of New York State 2025 Plumbing Code of New York State 2025 Property Maintenance Code of New York State

Accessible and Usable Buildings and Facilities, ICC A117.1- 2017 Edition

BUILDING DATA:

Building : Old Town Hall 2668 Slaterville Road Slaterville Springs, New York

Description: Two- story, timber and wood frame structure, wood roof framing.

Building Area (net): 5,610sf existing + 260 sf addition = 5,870 sf

Project Work Area (net):

260 sf Addition 145 sf exg - Alt. Level 2

TOTAL 415 sf work area (interior)

Building Height: 25' (average above grade)

PATH OF CODE COMPLIANCE:

2024 Existing Building Code of New York State Chapter 3 Work Area Compliance Method (Applicable Chapters)

Chapter 6 Classification of Work

401.1 Repairs (Chapter 4)

602 Alteration - Level 1 (Chapter 7) 603 Alteration - Level 2 (Chapter 8) - NOT APPLICABLE 604 Alternation - Level 3 (Chapter 9) - NOT APPLICABLE 605 Change of Occupancy (Chapter 10) - NOT APPLICABLE 606 Addition - (Chapter 11)

New construction will comply with requirements of the current Codes listed.

PROJECT DESCRIPTION:

Work generally consists of the following:

Repairs Exterior Repairs

Alteration - Level 1 Replace (2) exterior doors Replace (4) landings at exterior doors (exterior)

Alteration - Level 2 Regrade and improve crawlspace to provide access to Basement

Addition Egress stair from second floor to exterior Stair to Basement

Residential (R-2) bedroom sf

200G

36" (.2)

Occupant Load Symbol

CODE PLAN LEGEND

Door / Exit Capacity Symbol

Use Group Use

Load Factor

Occupant Load

Area (sf)

Door / Exit Width (load factor)

Door Exit Capacity

Calculated Load

Interior Work Area Key

Level 1 - Alteration

Level 2 - Alteration

Addition

CODE DATA SUMMARY:

Building was constructed and subsequent alterations made in compliance with codes in existence at that time (assumption).

Use Group: B, Business A-3, Assembly, Courtroom, Exhibit Space

Construction Type: Type V-B

Fire Safety: Existing Code Compliant Emergency and Exit Lighting Existing Code Compliant Fire Alarm System

Allowable Building Height: 40'

Actual Building Height: 24' eave | 29' average with sloped roof

Allowable Area: 6,000 sf max A-3 9,000 sf max B

Actual Area: 3,688 sf gross

Max. Path of Travel Distance: 75'

Max. Occupant Load, 1 exit 49 occupants

Doors to swing in direction of travel: 50 occupants or more

Second Floor Plan

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

N

Roof Plan

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

N

Attic hatch above

Storage - Accessory sf

300G

Assembly (A-3) Exhibit/Display sf

30N

Assembly (A-3) Exhibit/Display sf

30N

43" (.3)

36" (.2)

20 | 12

Provide 1 hr fire barrier, & replace door & hardware

Salvage or remove exg window - Provide rated partition infill

44 occupancy <49 (single exit)

Addition:

interior exit stairway

DN

STORAGE 1

HALL

RECORDS ROOM

DISPLAY ROOM

CLOSET 3

STORAGE 2

DN

DN

N STAIR 201

CS-11

Code Study Plans

ALKD

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

PROJECT LOCATION:

Old Town Hall at 2668 Slaterville Road, Slaterville Springs

APPLICABLE CONSTRUCTION CODES:

2025 Building Code of New York State 2025 Existing Building Code of New York State 2025 Fire Code of New York State 2025 Plumbing Code of New York State 2025 Property Maintenance Code of New York State

Accessible and Usable Buildings and Facilities, ICC A117.1- 2017 Edition

BUILDING DATA:

Building : Old Town Hall 2668 Slaterville Road Slaterville Springs, New York

Description: Two- story, timber and wood frame structure, wood roof framing.

Building Area (net): 5,610sf existing + 260 sf addition = 5,870 sf

Project Work Area (net):

260 sf Addition 145 sf exg - Alt. Level 2

TOTAL 415 sf work area (interior)

Building Height: 25' (average above grade)

CODE DATA SUMMARY:

Building was constructed and subsequent alterations made in compliance with codes in existence at that time (assumption).

Use Group: B, Business A-3, Assembly, Courtroom, Exhibit Space

Construction Type: Type V-B

Fire Safety: Existing Code Compliant Emergency and Exit Lighting Existing Code Compliant Fire Alarm System

Allowable Building Height: 40'

Actual Building Height: 24' eave | 29' average with sloped roof

Allowable Area: 6,000 sf max A-3 9,000 sf max B

Actual Area: 3,688 sf gross

Max. Path of Travel Distance: 75'

Max. Occupant Load, 1 exit 49 occupants

Doors to swing in direction of travel: 50 occupants or more

PATH OF CODE COMPLIANCE:

2024 Existing Building Code of New York State Chapter 3 Work Area Compliance Method (Applicable Chapters)

Chapter 6 Classification of Work

401.1 Repairs (Chapter 4)

602 Alteration - Level 1 (Chapter 7) 603 Alteration - Level 2 (Chapter 8) - NOT APPLICABLE 604 Alternation - Level 3 (Chapter 9) - NOT APPLICABLE 605 Change of Occupancy (Chapter 10) - NOT APPLICABLE 606 Addition - (Chapter 11)

New construction will comply with requirements of the current Codes listed.

PROJECT DESCRIPTION:

Work generally consists of the following:

Repairs Exterior Repairs

Alteration - Level 1 Replace (2) exterior doors Replace (4) landings at exterior doors (exterior)

Alteration - Level 2 Regrade and improve crawlspace to provide access to Basement

Addition Egress stair from second floor to exterior Stair to Basement

Residential (R-2) bedroom sf

200G

36" (.2)

Occupant Load Symbol

CODE PLAN LEGEND

Door / Exit Capacity Symbol

Use Group Use

Load Factor

Occupant Load

Area (sf)

Door / Exit Width (load factor)

Door Exit Capacity

Calculated Load

Interior Work Area Key

Level 1 - Alteration

Level 2 - Alteration

Addition

Old Town Hall Fin Flr 101.2

New Town Hall Fin Flr 100.1

CAROLINE DRIVE

SLATERVILLE ROAD

M

ID

LI

N

E

RO

A D

Exg parking

Exg asphalt parking ds ds ds ds

Exg walk, typ ds ds ds ds

St or m w at er

Stormwater

Salvage flagpole & return to Owner; remove exg conc pad

Dryden Fiber Hut

16" spruce

Downspout extension, typ (2)

Contract Limits Allow access to New Town Hall at all times.

Community well- allow access at all times during construction, protect

Contractor staging & parking to be coord w/ Town

Protect exg tree- 6/A-03

Addition

Contractor parking

± 6'-0"

± 11'-2"

5'-0"

Remove exg cmp

A-01

Site Plan

ALKD, TTN

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

NOTE:

Survey and utility information taken from Stephen Gibian "Improvements to Caroline Town Halls" SP-1, dated 6/17/24.

Site Plan

SCALE: 1" = 10'-0"

N

A-03

A-02

A-02

A-02GENERAL WORK NOTES:

1. Contractor is responsible for obtaining required all permits from the Town for work & construction operations impacting streets and sidewalks, including encroachment on sidewalks, & use of heavy equipment.

2. Contractor shall obtain all required state building code &/or local regulatory construction permits &/or inspections.

3. Contractor shall be responsible for field verification of all exg, & proposed, horizontal & vertical location information shown on these plans for both bidding & construction purposes. Any discrepancies shall be reported immediately to the Architect for a determination.

4. Contractor shall have all utilities and infrastructure field-located & marked by the responsible public or private agency prior to the start of construction, & shall maintain all location stakes & markings throughout the construction process. Contractor shall coord w/ utility agencies as necessary during the construction process.

5. Contractor shall provide the Owner & Architect with at least seven days notice for any req'd interruption of a utility service. Written permission from the Owner & Architect is required before the utility service can be interrupted.

6. Contractor's final layout for staging, temporary protections, fence enclosures, storage, Contractor parking, public access, & deliveries' access to be reviewed & coord w/ Owner & Architect.

7. Contractor shall protect persons, vehicles, building surfaces, building site, & plantings from harm resulting from construction activities.

8. Contractor shall be responsible for maintaining the construction site in a safe condition throughout the entirety of the construction period. Contractor shall take all necessary precautions, including, but not limited to barriers, fencing & other devices to keep pedestrians safe from construction operations, while also maintaining public & Owner access to the building & site.

9. Contractor shall keep the project site in a neat & orderly state and take necessary steps to minimize the migration of dust and debris from the project site. Construction travel routes, & all areas adjacent to the construction site, shall be checked daily & cleaned, as necessary, to remove any accumulation of mud, dust or other construction debris. Contractor shall not disturb any areas outside the project limits.

10. Contractor shall be responsible for any damage to buildings, pavement, curbs, plantings, utilities & any other exg features &/or systems to remain, as caused by construction or other related operations. All such damage shall be replaced in-kind or repaired to the Owner & Architect's satisfaction at the Contractor's expense.

11. Access to work areas at exterior of building is a means & methods responsibility of the Contractor. It is expected access to exterior elevations by scaffolding, stair, crane, or lift operation will be closely coordinated w/ the Owner & Architect.

12. Contractor shall proceed w/ work only when exg & forecasted weather conditions permit work to proceed.

13. Contractor shall be responsible for repair or replacement of interior materials damaged by moisture infiltration caused by construction activities.

14. Contractor to restore site at completion of project to conditions found at start of project unless otherwise noted. Restore damaged improvements (if necessary) as acceptable to Owner & Architect. Repair lawn area damaged by construction operations.

Rake & seed graded areas.

15. Contractor to maintain all entrance & egress routes at West, South & East elevations. Contractor to limit time accessible route to the interior is not available.

16. Protect existing trees from root compaction & impacts to trunk & lower branches; use wood chips & pwd panels to spread vehicle loads adjacent to root zone around trees.

17. Owner to trim back trees prior to start of work.

GENERAL BUILDING USE/RESTRICTION NOTES:

1. Project site is a working municipal office site. Access shall be maintained to New Town Hall, areas of Old Town Hall & the community water source. Buildings will be occupied during construction. Coord scope & schedule w/ Town for work at all entrances. Work shall allow for req'd egresses to remain available to building occupants, refer to CS-10 & CS-11.

2. Owner to occupy exg building. Contractor to conduct work so Court's operations & public access are not disrupted. Contractor to schedule & coord work w/ the Owner's operations at the building.

3. Contractor to provide portable toilet facilities. Interior restrooms are not for use by Contractors.

4. Town is responsible for clearing work area of personal belongings prior to interior repairs/replacements. Town is responsible to move furniture & fixtures, as req'd for access to work at exg window & door openings unless otherwise noted on drawings; Contractor to coord schedule of work w/ Owner & Architect.

5. Contractor shall not use exg interior stairs unless given written approval & Contractor will provide protections.

m in

0"

Conc slab typ refer to 1/A-03

Stl railing post beyond

Stl nosing cast into conc tread

Csjt; refer to 2/A-03

5"

Broom-finish conc stair/landing/ramp w/ 3" smooth-finish perimeter

Stair Section

SCALE: 1/2" = 1'-0"

Conc sidewalk;

refer to 1/A-03

Compacted NYSDOT # 1 crusher run limestone base

Compacted sub-grade

1"

3"

Galv #4 bars at 12" oc each way

A-50 typ

3T's at 12" each

Galv #4 bar at each nosing w/ min 1-1/2" conc cover

Mtl railing post beyond; Main Steps-post will be in a different location

Isjt; refer to 4/A-03

1' -0

2' -0

4R

's a t 6 ea ch

6"

98.9'

100.9'

Compacted washed stone

Geotextile fabric

A-02

A-02

Ramp and Landing Section

SCALE: 1/2" = 1'-0"2

A-02 typ

100.9'

99.0'

8" fnd wall- refer to Structural

8" fnd wall- refer to Structural

Old Town Hall Fin Flr 101.2

New Town Hall Fin Flr 100.1

CAROLINE DRIVE

Exg asphalt parking

Water

Sewer

Gas

Water

98.0

99.2

99.0'

98.7

98.0

99.4

99.12

98.4 98.4 ds ds ds ds

UG Electric

Geothermal Loop

Septic

G eo th er ma l

Exg walk, typ

Protect exg well e e e

101.2

100.9

101.2 101.2

99.4

100.9

Line of extent of site grading topsoil & seeding e e

Raise grade at bldg fnd as noted-slope away from fnd- 5% slope to meet exg grade elev adj e

98.8 e

Verify slope at 1" over 20ft max

98.6

99.0 at exg flagpole e

98.5 e

98.9

Addition 99.35

99.45

99.0

99.34

99.34

98.6 e e 98.0

Raise to 99.41

99.47

99.48

98.7 e

99.0

Raise grade to cover exg utility lines

ALTERNATE No. 1:

Prov buried 4"Ø Sched 40 pvc storm drain;

slope at 1/4" per foot to underground drywell; approx routing & location shown -vif w/ Owner & Architect prior to excavation

ALTERNATE No. 1:

Provide catch basin at base of d.s. -

(2) locations west side pipe catch basin to drywell

Conc sidewalk flush w/ exg asphalt parking

± 6'-0"

100.33

100.33

99.12

± 11'-2"

5'-0"

5/8" Ø smooth st stl dowels x 2'-0" l. at 16" oc;

drill into exg slab min 12" & epoxy grout w/ Hilti Hit Hy 150 injection adhesive;

grease & wrap other end in new conc

1/2" exp jt

Ramp and Landing Detail

SCALE: 3/4" = 1'-0"

South Door Threshold Detail

SCALE: 1" = 1'-0"

Conc slab landing re 1/A-03 w/ thickened edge

Slope

Provide 1-inch rigid insul & membrane flashing to protect exg constructionReplace threshold

Exg masonry wall

Parge exg stone fnd prior to backfill & pouring landing

Exg cpt floor-roll back to protect during removals, re-install and coord w/ threshold

Compacted washed stone

Geotextextile fabric

V ar ie s to a cc om m od at e ob str uc tio n

Mtl downspout hanger

Mtl downspout (exg or new)

Mtl stand-off brace

Face of exg wall

C le ar w at er ta bl e

NOTES:

1. Locate lowest hangers within 3'-0" of finish grade - At this location, provide ss strap wrapped w/ copper strap

2. Downspout size & profile per spec (uon)

3. Base Bid: Provide downspout extensions at base of wall.

4. ALTERNATE No. 1: At (2) west elevation d.s. locations, provide catch basin at grade.

Detail - Typ Downspout Hanger

SCALE: 1-1/2" = 1'-0"8

Landing Detail

SCALE: 3/4" = 1'-0"

6"

6"LC

2"

A-02

Grading Plan & Details

ALKD

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

Grading & Utility Plan

SCALE: 1" = 10'-0"1

N

NOTE:

Survey and utility information taken from Stephen Gibian "Improvements to Caroline Town Halls" SP-1, dated 6/17/24.

KEY:

Exg spot elevation

Proposed spot elevation

98.4 e

98.4

A-02 typ

GENERAL SITE NOTES:

1. Approximate location of utilities shown. Protection of existing utilities is the Contractor's responsibility. Contractor shall contact UDig NY prior to commencing site work.

A-03

A-02

A-02

NOTE:

1. Refer to A-11 for ramp dimensions & railing symbols, & A-60 for railing schedule.

A-03

± 36'-2"

Replace conc sidewalk as req'd for demo activities.

Construction of stairs to grade

± 4'-0"

4'

-0

Min 12" compacted #57 stone

Backfill #57 stone

Sched 40 storm drain;

GC to verify pitch & depth of drywell sump during layout

Filter fabric wrap on drywell sump; (NDS "FWFF67" or approved equal)

Drywell sump;

(NDS "FWAS24WH" or approved equal)

Drain inlet & grate;

(NDS "FWSD69" or approved equal)

Restored lawn over 3" topsoil over 8-10" backfill soil

Approx line of excavation

Section - Drywell Sump 1" = 1'-0"

1' -0

5" 7"

Geotextile/ filter fabric

Compacted subgrade

6" type 4 subbase, NYSDOT item #304.14 subdrainage as necessary

6"

Set regularly spaced nonferrous bolster chairs as req'd

Tooled jt- re 2a/A-50-place contraction, isolation, & construction jts where indicated on plan

5", 5000 psi conc

Medium broom finish across walk's width

Galv welded wire fabric W2.9xW2.9x6/6

NOTES:

1. 1/4" per foot slope minimum for drainage.

2. Conc shall have 5000 psi compressive strength at 28 days, 6% air entrainment (+/-1%), maximum w/c=0.040. Use of plasticizers & retarders is permitted to meet placement & quality req. dependent upon weather conditions.

3. Use of vibratory screed during placement in conformance w/ ACI 309, latest edition.

4. After surface sheen is gone, the conc surface shall be cured by 7 day wet cure. Contractor shall submit curing plan for Engineer's approval.

5.

6. Jt pattern as per plan. Control joints to be 1/4 of slab thickness. Contractor shall submit joint plan & methodology for Engineer's approval.

7. 6. Seal all exposed conc w/ penetrating sealer at completion of wet cure, in accordance w/ manufacturer's recommendations. (100% silane)

Concrete Pavement

SCALE: 3/4" = 1'-0"1

5/8" Ø smooth st stl dowels x 2'-0" l. at 16" oc;

drill into exg slab min 12" & epoxy grout w/ Hilti Hit Hy 150 injection adhesive; grease & wrap other end in new conc

Exg conc sidewalk slab over unknown base

New conc sidewalk slab;

refer to 1/A-03

5"

21 2"

2" 5"

6"

2"

6"

6"

Extend stone base below exg slab

Isolation jt;

refer to 4/A-03

21 2"

1. Refer to 1/A-03 for typ conc sidewalk notes

2. Coord csjt w/ scheduled tooled/cjt

New conc sidewalk slab;

refer to 1/A-03

Control jt;

refer to 4/A-03

New conc sidewalk slab;

refer to 1/A-03

5/8" Ø smooth st stl dowels x 2'-0" l. at 16" oc;

drill into conc slab min 12" & epoxy grout w/ Hilti Hit Hy 150 injection adhesive; grease & wrap other end

Detail - Typ Conc Sidewalk Slab Construction Joint (csjt)

SCALE: 1-1/2" = 1'-0"2

Detail - Typ New to Exg Conc Sidewalk Slab Connection

SCALE: 1-1/2" = 1'-0"3

1/2" (except as noted)1/2"1/4"

Tooled/ Control Joint 5'-0" max spacing

Construction/ Expansion Joint 30'-0" max spacing Refer to 4/A-50

Isolation Joint

Sealant Closed-cell polyethlyene backer rod

Premolded jt filler-extend to bot of slab (typ)

O ne qu ar te r of s la b th ic kn es s

Paving Joints Detail

NTS4

Protective Chain-Link Construction Fencing

NTS

Critical root zone dia of trunk in inches* multiplied by

1.5 feet or 5' outside of drip line, whichever is greater

*measured at 4.5' above ground

Temporary stanchion and sand bags or stakes

8' -0 ty p.

m ax

Construction fencing to surround tree- or connect to bldg to prohibit traffic

Exg tree

NOTES:

1. Orange safety flexible fencing shall be erected at the edge of the critical root zone or beyond prior to the start of any construction activity.

2. The protected critical root zone of each tree shall extend from the trunk a min distance of the dia of trunk in inches (measured at 4.5' above the ground) multiplied by 1.5 feet or 5' outside of drip line, whichever is greater.

3. Fence shall be supported by vertical posts with temporary stanchions and sand bags.

4. No vehicular traffic, stockpiling of materials or storage of equipment shall be allowed within the fencing. Fencing shall not be moved or removed unless approved by project manager.

5. Multiple tree fence layout preferred over fencing each tree individually.

NOTE: This applies to all trees located within work zone.

2' -0

2x12 fascia - rip to 11" deep

1x2 cedar or black locust frame

PT cedar or black locust lattice sq patt

32" + x 1-3 4" width w/ 1-3

4" opng

2" m in

Wd decking

Mtl railing- refer to 7c/A-03

4"

Side Egress Wood Stair Detail

SCALE: 3/4" = 1'-0"

6x6 post

7b A-03

PT 2x12 stringer, (3) total

2x6 composite treads screwed to bracket from beneath

Mtl bracket hanger

PT 2x10 at 16" o.c.- pitch at 1/4"/ft away from fnd

Galv stl brackets

PT 2x19 ledger w/ (2) 1/4" Ø SDS screws at 12" o.c.

1x decking, overhang end jsts by tube rail

Side Egress Wood Stair Section

SCALE: 3/4" = 1'-0"

7a

1' -9

(3

R' s at ea ch

Rubber spacer

Exg stone fnd

Replace rim beam, refer to S-14

Remove exg spray foam insul

Replace jamb frames- both sides

Provide flashing

Remove threshold & flashing;

provide scheduled threshold

Exg cpt

1/2" pt pwd

Cont cleat

Rigid insul, refer to 3/A-50

SST LUS28 hanger at each end

PT 6x6 on SST ABA66Z post base w/ 5/8" Ø exp. anchor (4" embed)

PT (2) 2x10

Geotextile fabric

Compacted washed stone wrapped in fabric

6" slab-on-grade

Sheet mtl flashing- turn up at jambs & tuck behind siding & watertable

Slope grade away from bldg

A-50

7b A-03

(2) 2x PT blkg

Conc pavement flush w/ asphalt

Compacted subgrade

Asphalt pavement Sawcut groove, clean w/ compressed air

1/2"

Hot poured rubberized asphalt (to be approved by Architect)

5/ 8"

Detail - Asphalt Pavement Joining Conc Pavement No Scale

Side Egress Wood Stair Detail SCALE: 1" = 1'-0"7b

1x12 ripped to 11" deep -material to match deck

Mtl handrail

1"

Wood Stair Landing Framing Plan

SCALE: 3/4" = 1'-0"

7c

3'-21 4"

Landing

LC

6x6 post

4' -2

1 2"

LC

LC

4' -1

0"

Line of decking above

Ledger per 7a/A-03

(2) 1/2" Ø bolts at framing countersink at exterior side

PT 2x10 each side of mtl tube rail

4" 2'-5"

A-03

Site Plan Details

ALKD

SHEET NUMBER:

32 Winthrop Street, Rochester, NY 1460 7

(585) 262-2035 | www.beroarchitecture.com

STAMP:

SHEET TITLE:

PROJECT INFORMATION:

CLIENT / OWNER:

PROJECT NUMBER:

ISSUE DATE:

DRAWN BY:

REVISIONS:

DescriptionDate

WARNING:

DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS, INCLUDING THOSE IN ELECTRONIC

FORM, PREPARED BY BERO ARCHITECTURE PLLC ARE

INSTRUMENTS OF SERVICE FOR USE SOLELY WITH

RESPECT TO THE PROJECT FOR WHICH THEY WERE

CREATED. THE ARCHITECT RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING

COPYRIGHT.

FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC

MEDIA, IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF

THE NEW YORK STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE DIRECTION OF A

LICENSED ARCHITECT TO ALTER THIS DRAWING. IF

ALTERED, SUCH ARCHITECT SHALL AFFIX THEIR SEAL,

SIGNATURE, THE DATE, THE NOTATION "ALTERED BY",

AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.

WHERE DRAWINGS, ON PAPER OR ELECTRONIC

MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED

WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS

SO SHOWN AS A MATTER OF INFORMATION AND THAT

THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH

INFORMATION TO BE SUBSTANTIALLY CORRECT,

ASSUME NO RESPONSIBILITY THEREFORE. THE USER

SHALL MAKE THEMSELVES FAMILIAR WITH ALL

CONDITIONS AFFECTING THE NATURE AND MANNER

OF THEIR WORK INCLUDING VERIFICATION OF ALL

DIMENSIONS LOCATING EXISTING, PROPOSED,

AND/OR NEW WORK AND CONDITIONS.

© 2026 Bero Architecture, PLLC

Slaterville Springs, New York 2670 Slaterville Road

Old Caroline Town Hall Restoration Project

Slaterville Springs, NY 14881 2668 Slaterville Road

Town of Caroline

25030

April 7, 2026

OWNER

Slaterville Springs, NY 14881 2668 Slaterville Road

STRUCTURAL ENGINEER

Rochester, NY 14609 1653 East Main Street

EPF # 239463

First Floor = 0'-0"

(101.2')

Grade = 98.7

5/12/261 Bid Addendum 3

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

HORIZONTAL PRESSURE (PSF) - WALLS

WALL AREA

10 28.7

ZONE 5

>500

(+ ve)

COMPONENT AND CLADDING WIND LOADS

STRUCTURAL LOADS AND CRITERIA

FOUNDATION NOTES

CONCRETE NOTES

MASONRY NOTES

SLAB ON GRADE NOTES

GENERAL CONDITIONS WOOD NOTES

ANCHORS AND FASTENERS

DELEGATED DESIGN

WOOD TRUSSES

1. THE INFORMATION SHOWN ON THESE DOCUMENTS IS THE BEST REPRESENTATION OF EXISTING CONDITIONS AVAILABLE TO THE ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THOSE FEATURES WHICH WILL AFFECT THE BID PRICE AND MAKE ALLOWANCES FOR THEM IN THEIR

BID.

2. EXISTING CONDITIONS: EXISTING DIMENSIONS, ELEVATIONS, AND MEMBER SIZES SHOWN ARE CONSIDERED APPROXIMATE. VERIFY DIMENSIONS, ELEVATIONS, AND MEMBER SIZES AS SHOWN ON

THESE DRAWINGS AND NOTIFY THE A/E OF DISCREPANCIES PRIOR TO COMMENCING WORK.

3. EXISTING CONSTRUCTION ADJACENT TO NEW WORK SHALL BE ADEQUATELY SUPPORTED DURING

CONSTRUCTION. THE CONTRACTOR SHALL REPAIR NEW OR EXISTING CONSTRUCTION DAMAGED

WHILE WORK IS IN PROGRESS.

4. WHERE DEMOLITION OR OTHER MODIFICATIONS TO THE EXISTING STRUCTURE ARE REQUIRED: THE CUTTING, DRILLING, AND REMOVAL SHALL OCCUR IN A MANNER WHICH WILL PREVENT DAMAGE TO ADJOINING CONSTRUCTION TO REMAIN. UNLESS OTHERWISE INDICATED, PROVIDE NEW MATERIALS TO MATCH THE APPEARANCE AND PERFORMANCE OF EXISTING CORRESPONDING MATERIALS WHERE

DEMOLITION OCCURS.

5. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE AS A COMPLETE UNIT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR MEANS, METHODS, AND SEQUENCES OF DEMOLITION AND

CONSTRUCTION PHASES INCLUDING TEMPORARY SHORING AND BRACING. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS THAT PERTAIN TO MEANS, METHODS, AND

SEQUENCES OF CONSTRUCTION.

6. CONTRACT DRAWINGS AND SPECIFICATIONS: COORDINATE STRUCTURAL DRAWINGS WITH ALL OTHER

DRAWINGS AND SPECIFICATIONS. INCORPORATE COORDINATION REQUIREMENTS INTO

CONTRACTOR'S WORK.

7. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR THE MOST NEARLY

SIMILAR CONDITION AS DETERMINED BY THE ARCHITECT OR ENGINEER.

8. SURVEY SUBMITTAL: ENGAGE A LICENSED SURVEYOR TO ESTABLISH DIMENSION AND ELEVATION

CONTROL OF THE BUILDING FEATURES PRIOR TO THE START OF CONSTRUCTION. ESTABLISH

CONTROL POINTS AT KEY BUILDING FEATURES, BUILDING CORNERS, COLUMN LOCATIONS, FOOTING

LOCATIONS, AND OVERALL LAYOUT TO ENSURE GEOMETRIC CLOSEOUT. SUBMIT FOR RECORD A

SEALED CONTROL POINT DRAWING.

9. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED, SIGNED, AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMISSION TO THE ARCHITECT AND ENGINEER.

REPRODUCTIONS OF THE STRUCTURAL DRAWINGS SHALL NOT BE USED FOR THE PREPARATION OF

SHOP DRAWINGS. MANUFACTURED COMPONENTS SHALL BE SIGNED AND SEALED BY A LICENSED

PROFESSIONAL ENGINEER PRIOR TO SUBMISSION.

1. DESIGN AND CONSTRUCTION: NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE

(UNIFORM CODE) ACCORDING TO THE 2025 BUILDING CODE OF NEW YORK STATE (BCNYS).

A. RISK CATEGORY II

2. LIVE LOADS: (STAIR ADDITION ONLY)

A. ELEVATED FLOORS = 100 PSF (ASSEMBLY EGRESS)

B. ROOF = 20 PSF (MINIMUM ROOF LIVE LOAD)

3. DEAD LOADS:

A. WEIGHT OF CONSTRUCTION MATERIALS PLUS

B. ROOF = 5 PSF COLLATERAL (MEP)

C. FLOOR = 5 PSF COLLATERAL (MEP)

4. SNOW LOADS:

A. Pg = 79 PSF B. Ps= 66 PSF C. Cs = 1.0, Ce = 1.0, Ct = 1.18

D. W2 = WINTER WIND PARAMETER = 0.55

E. UNBALANCED SNOW LOAD: PER ASCE 7-22

F. SNOW DRIFT: n/a

5. RAIN LOADS: d_s = 5" d_h = 3" R = 20 PSF

6. FLOOD LOADS:

A. THE STRUCTURE IS NOT IN A FLOOD HAZARD AREA

7. WINDS LOADS:

A. Iw = 1.0

B. V = 110 MPH

C. EXPOSURE = C

D. GCpi = (+/-)0.18

E. COMPONENT AND CLADDING WIND LOADS: SEE C+C WIND LOAD TABLE

8. SEISMIC LOADS:

A. Ie = 1.0 B. Ss=0.14, S1= 0.041, SDs = 0.12, SD1 = 0.059

C. SITE CLASS = D (ASSUMED)

D. SEISMIC DESIGN CATEGORY = A

E. ANALYSIS PROCEDURE: n/a

F. CONTROLLING LFRS LOAD TYPE: WIND LOAD

9. DESIGN STAIRS, STAIR COMPONENTS, CONNECTIONS, AND RAILINGS AND INCORPORATE INTO STEEL

SHOP DRAWINGS AS FOLLOWS: (LIVE LOADS SHOWN ARE IN ADDITION TO DEAD LOAD)

A. MAIN STRINGERS AND LANDINGS: 100psf

B. TREADS: LOAD PRODUCING GREATEST STRESS OF 100 PSF OR 300 LB ON 4 SQ IN.

C. HANDRAIL ASSEMBLIES: LOAD PRODUCING GREATEST STRESS OF 200 LB OR 50 PLF. APPLIED

IN ANY DIRECTION AT ANY POINT ON THE ASSEMBLY.

D. MEET BCNYS REQUIREMENTS FOR DETAILS AND DIMENSIONS NOT SPECIFICALLY INDICATED.

E. COORDINATE FINAL DESIGN WITH ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS.

F. MEMBER SIZES SHOWN ON DRAWINGS ARE MINIMUM.

G. FRAMING DETAILS SHOWN ARE SCHEMATIC. CONTRACTOR TO PROVIDE ADEQUATE

SUPPLEMENTAL FRAMING AS NEEDED TO SUPPORT STAIR AND RAILING COMPONENTS.

1. CONCRETE MASONRY DESIGN AND CONSTRUCTION: TMS 402 AND TMS 602.

2. CONCRETE MASONRY UNITS: ASTM C-90, UNIT COMPRESSIVE STRENGTH = 3000 PSI.

3. CMU MORTAR: ASTM C270 TYPE M OR S. TYPE M BELOW GRADE.

4. HORIZONTAL JOINT REINFORCING: ASTM A82, 9 GA, GALVANIZED LADDER-TYPE,16" O/C UNO.

5. BLOCK CORE GROUT FILL: ASTM C476, 3,000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH.

PLACE IN LIFTS NOT EXCEEDING 7 COURSES IN HEIGHT UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

6. PROVIDE FULL HEAD AND BED JOINTS.

7. LAP SPLICES IN VERTICAL REINFORCING: 48 BAR DIAMETERS MINIMUM, UNO.

8. REINFORCING STEEL:

A. A615 REINFORCING STEEL, 60 KSI TYPICAL

B. A706 REINFORCING STEEL, 60 KSI AT WELDED APPLICATIONS

C. SECURE IN PLACE PRIOR TO PLACING GROUT, DO NOT WET-SET

14. GROUT MASONRY CELLS BELOW GRADE.

15. ADHESIVE ANCHORS:

A. LOCATE AWAY FROM REBAR.

B. GROUTED CMU = HILTI HY200 OR DEWALT AC100+ OR SIMPSON SET-3G

C. HOLLOW CMU = HILTI HY270 OR DEWALT AC100+ OR SIMPSON SET-3G

16. SHOP DRAWINGS: SUBMIT FOR GROUT AND MORTAR MIX DESIGNS, AND CMU PRODUCT DATA TO

THE ARCHITECT FOR REVIEW BEFORE CONSTRUCTION.

1. FOUNDATION DESIGN: BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 3,000 PSF. VERIFY

SOIL CONDITIONS PRIOR TO CONSTRUCTION.

2. EXISTING CONDITIONS: VERIFY DIMENSIONS, ELEVATIONS, ETC., FOR EXISTING U/G UTILITIES.

PREPARE SITE TO PROPER ELEVATIONS. PROVIDE STRUCTURAL FILL AS REQUIRED OR REUSE EXISTING

SITE MATERIAL PER RECOMMENDATIONS IN THE GEOTECHNICAL EVALUATION REPORT.

3. ENGINEERED FILL: NYSDOT ITEM 304-2 TYPE 2, 2" MAXIMUM SIZE AND NO MORE THAN 10% PARTICLES PASSING THE #200 SIEVE. PLACE IN 6" TO 9" LIFTS. COMPACT EACH LIFT TO AT LEAST 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD, WITH A MOISTURE

CONTENT WITHIN TWO PERCENT OF OPTIMUM. PROVIDE BENEATH FOOTINGS AS REQUIRED, AS

BACKFILL AGAINST FOUNDATION WALLS,AND BENEATH FLOOR SLAB AND SUBBASE MATERIAL.

4. GRANULAR FILL: NYSDOT 203.07 - SELECT GRANULAR FILL, MAY BE USED AS BACKFILL FILL AGAINST

FOUNDATION WALLS AND BENEATH FLOOR SLAB AND SUBBASE MATERIAL. ENGINEERED FILL

COMPACTION REQUIREMENTS SHALL APPLY.

5. SUBBASE MATERIAL: NYSDOT ITEM 304-2 TYPE 2, THE MATERIAL SHALL HAVE A MAXIMUM SIZE OF 2" AND NO MORE THAN 10% PARTICLES PASSING THE #200 SIEVE. PLACE IN 6" TO 9" LIFTS. ENGINEERED

FILL COMPACTION REQUIREMENTS SHALL APPLY.

6. PIPE SLEEVES AT FOUNDATION WALLS: PROVIDE PIPE SLEEVES AND STEP FOOTINGS TO

ACCOMMODATE PIPING. COORDINATE WITH MEP CONTRACTOR/DRAWINGS.

7. FOOTING BEARING ELEVATION: 4'-0" MINIMUM BELOW GRADE AT BUILDING PERIMETER AND FOOTINGS EXPOSED TO FROST. 2'-0" BELOW GRADE AT INTERIOR FOOTINGS AND FOOTINGS NOT EXPOSED TO

FROST. ADJUST FOR FIELD CONDITIONS. MATCH EXISTING FOOTING BEARING ELEVATIONS AT

ADJACENT BEARING CONDITIONS. ADJACENT FOOTING BEARING ELEVATION NOT TO EXCEED 2H:1V

SLOPE.

8. TEMPORARY PROTECTION: PROVIDE FOR FOUNDATIONS EXPOSED TO WATER OR FREEZING.

9. EXISTING OBSTRUCTIONS: REMOVE AND BACKFILL TO APPROVED BEARING GRADE.

10. FOUNDATION WALL BACKFILL: ADEQUATELY BRACE WALLS OR BALANCE FILLING EACH SIDE. DO NOT

BACKFILL FOUNDATION WALLS UNTIL FLOOR SLAB HAS CURED FOR 7 DAYS.

1. SLAB ON GRADE CONSTRUCTION: ACI 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.

MOIST CURE 10 DAYS.

2. VAPOR BARRIER: ASTM 1745, CLASS A, 15 MIL MINIMUM.

3. SLOPED FLOORS: REFERENCE ARCHITECTURAL AND PLUMBING PLANS. MAINTAIN THICKNESS.

4. SLAB RECESSES AND DEPRESSIONS: REFERENCE ARCHITECTURAL DRAWINGS.

5. REENTRANT CORNERS: PROVIDE (2) #4 X 4'-0" BARS ACROSS REENTRANT CORNERS OF RECTANGULAR

SLAB OPENINGS AND AROUND THE PERIMETER OF ROUND SLAB OPENINGS.

6. CONTROL JOINTS: PROVIDE AS SHOWN ON DRAWINGS (10'-0" O/C MAXIMUM).

7. MOISTURE EMISSION RATE: MAXIMUM IN 24 HOURS PRIOR TO PLACING FLOOR FINISHES OF 3 LBS

PER 1000 SQ-FT OR RATE REQUIRED BY THE FLOORING MANUFACTURER.

1. CONCRETE DESIGN AND CONSTRUCTION: ACI 318, ACI 301, AND PROJECT SPECIFICATIONS.

2. CONCRETE PROTECTION: ACI 305 HOT WEATHER CONCRETING, ACI 306 COLD WEATHER CONCRETING.

CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. PROTECT AGAINST FROST UNTIL SPECIFIED

STRENGTH IS ATTAINED.

3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:

A. FOOTINGS: 4,500 PSI, MAX W/C RATIO = 0.45

B. FOUNDATION WALLS: 4,500 PSI, MAX W/C RATIO = 0.45

C. EXPOSED TO WEATHER: 5,000 PSI, MAX W/C RATIO = 0.40

D. INTERIOR SLABS ON GRADE: 3,000 PSI, MAX W/C RATIO = 0.54

(1 1/2" MAX COURSE AGGREGATE)

4. FOR CONCRETE EXPOSED TO DEICING SALTS SEE ACI 318-19 TABLE 26.4.2.2(b) FOR LIMITS ON

CEMENTITIOUS MATERIALS.

5. AIR-ENTRAINMENT FOR CONCRETE EXPOSED TO FROST OR WEATHER:

A. DO NOT ENTRAIN TROWEL FINISHED FLOORS

B. MAXIMUM AGGREGATE SIZE AIR CONTENT

2 in 4% TO 6.5%

1.5 in 4% TO 7% 1 in 4.5% TO 7%

0.75 in 4.5% TO 7%

6. LEVELING GROUT: NON-SHRINK, ASTM C1107, 5,000 PSI MINIMUM AT 2-DAY.

7. REINFORCING STEEL:

A. STANDARD REINFORCING: ASTM A615

B. GRADE 60 WELDED REINFORCING BARS: ASTM A706 AND AWS D1.4

C. WELDED WIRE FABRIC: ASTM A1064, FLAT SHEETS

8. REINFORCING BAR FABRICATION: ACI 318 FOR HOOKS AND BENDS UNO.

9. SECURE REINFORCEMENT: PROVIDE ACCESSORIES, CHAIRS, SPACERS, AND SUPPORTS.

10. LAP SPLICES: ACI-318 CLASS "B" TENSION LAP UNO.

11. REINFORCING BAR CLEAR COVER UNO:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

a. #6 AND LARGER = 2"

b. #5 AND SMALLER = 1 1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS = 3/4"

D. ALL OTHER = 1 1/2"

12. PROVIDE DOWELS INTO FOUNDATION ELEMENTS WITH STANDARD 90 DEGREE HOOKS OF THE SAME SIZE

AND QUANTITY AS PIER AND WALL REINFORCING ABOVE THE FOUNDATION UNO.

13. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING IN WALLS AND FOOTINGS.

14. CONCRETE TESTING:

A. (1) COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CY, BUT LESS

THAN 25 CY, PLUS (1) SET FOR EACH ADDITIONAL 50 CY OR FRACTION THEREOF (ASTM C 172).

B. OBTAIN: SLUMP (ASTM C 143), AIR CONTENT (ASTM C 231), TEMPERATURE (ASTM C 1064), AND

UNIT WEIGHT (ASTM C 567) FOR EACH COMPOSITE SAMPLE.

C. CAST AND LABORATORY CURE COMPRESSION TEST SPECIMENS FOR EACH COMPOSITE SAMPLE

(ASTM C 31). TEST AT 7 DAYS AND 28 DAYS. HOLD SET FOR 56 DAYS AS REQUIRED.

D. CAST AND FIELD CURE COMPRESSION TEST SPECIMENS FOR EACH COMPOSITE SAMPLE (ASTM C

31). TEST AT 7 DAYS AND 28 DAYS. HOLD SET FOR 56 DAYS AS REQUIRED.

15. ADHESIVE ANCHORS:

A. LOCATE AWAY FROM REBAR.

B. HILTI RE500 OR DEWALT AC100+ OR SIMPSON SET 3-G.

16. CONCRETE WALL JOINTS:

A. CONSTRUCTION/CONTRACTION JOINTS:

a. FOUNDATION WALLS = 12 FT MAX

17. SHOP DRAWINGS: SUBMIT PRIOR TO CONSTRUCTION FOR REINFORCING STEEL, CONCRETE MIX DESIGNS

AND CONCRETE ACCESSORIES.

1. PROVIDE DOCUMENTS, DOCUMENTATION, AND INFORMATION INDICATED PREPARED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE THE WORK IS PERFORMED.

A. TEMPORARY SHORING WHERE REQUIRED

B. STAIRS, GUARDRAILS, AND RAILINGS

C. METAL-PLATE CONNECTED WOOD TRUSSES

1. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN WOOD COUNCIL (AWC) NATIONAL DESIGN

SPECIFICATIONS (NDS) AND CHAPTER 23 OF THE NYS BUILDING CODE.

2. MINIMUM DESIGN VALUES (UNLESS NOTED OTHERWISE ON PLANS):

DIMENSION LUMBER: PT PLATES & LEDGERS:

#2 HEM-FIR/#2 SPRUCE-PINE-FIR #2 SOUTHERN PINE

Fb = 850 PSI Fb = 1,300 PSI Fc = 1,300 PSI Fc = 1,650 PSI Fc(perp) = 405 PSI Fv = 175 PSI Fv = 150 PSI E = 1,400 KSI

LAMINATED VENEER LUMBER (LVL):

Fb = 2,600 PSI Fc = 2,510 PSI Fv = 285 PSI

E = 2,000 KSI

3. PROVIDE PRESERVATIVE TREATED OR NATURALLY DURABLE WOOD:

A. AT EXTERIOR WALL SILL PLATES WITHIN 0'-8" OF FINISHED GRADE.

B. AT WALL SILL PLATES IN CONTACT WITH SLABS NOT SEPARATED FROM EARTH BY A CLASS A

VAPOR BARRIER.

C. AT WOOD IN DIRECT CONTACT WITH MASONRY OR CONCRETE WALLS IN DIRECT CONTACT WITH

EARTH OR EXPOSED TO WEATHER.

D. AT ALL EXTERIOR EXPOSED WOOD.

4. LAMINATED VENEER LUMBER SHALL BE MANUFACTURED BY "TRUS-JOIST". FASTEN MULTIPLE-PLY

MEMBERS TOGETHER PER MANUFACTURER RECOMMENDATIONS. INSTALL PER MANUFACTURER

RECOMMENDATIONS. PROVIDE WOLMANIZED PSL's FOR EXTERIOR EXPOSURE.

5.