Town of Oneonta — Fortin Park Pavilion — Invitation to Bid

TOWN OF ONEONTA

Otsego County, New York

INVITATION TO BID

Construction of a Timber-Framed Pavilion

FORTIN PARK PAVILION

Town of Oneonta, New York

Bid Reference No. [2026-01] Date Issued: July 09, 2026

Bids Due: August 7, 2026, 12:00 PM

Office of the Town Clerk

Town of Oneonta Town Hall, 3966 State Highway 23, West Oneonta, NY 13861

Contents

A. Invitation to Bid

B. Instructions to Bidders

C. Specifications and Scope of Work

D. General Conditions

E. Bid Form and Required Certifications

E-1. Bid Form

E-2. Non-Collusion Certification

E-3. Iran Divestment Act Certification

E-4. Identification of Subcontractors

E-5. Statement of Qualifications and References

E-6. Bid Bond

F. Construction Drawings (attached)

A. Invitation to Bid

The Town of Oneonta will receive sealed bids for the construction of a timber-framed pavilion at

Fortin Park, in the Town of Oneonta, Otsego County, New York. The work shall be performed according to the plans and specifications prepared by Herrmann Engineering, PLLC, and the bid documents on file with the Town Clerk.

Sealed bids will be received at the Office of the Town Clerk, Town of Oneonta Town Hall, 3966

State Highway 23, West Oneonta, New York 13861, until 12:00pm on August 7, 2026. Bids will be opened and read aloud in public immediately after that time.

Bid documents and drawings may be obtained from the Town Clerk during regular business hours.

Each bid must include bid security equal to five percent (5%) of the bid, as described in the

Instructions to Bidders. The successful bidder must provide a performance bond and a payment bond, each for the full amount of the contract.

This is a public work contract. The contractor and all subcontractors must pay the prevailing wage rates set by the New York State Department of Labor and must be registered with the

Department of Labor before performing any work.

The contract will be awarded to the lowest responsible bidder. The Town reserves the right to reject any or all bids and to waive any informality in a bid.

By order of the Town Board of the Town of Oneonta.

Ryan Pereira, Town Clerk

Dated: July 08, 2026

B. Instructions to Bidders

1. Definitions

“Town” and “Owner” mean the Town of Oneonta. “Bidder” means any person or firm submitting a bid. “Contractor” means the bidder awarded the contract. “Engineer” means Herrmann

Engineering, PLLC. “Work” means all labor, materials, equipment, and services needed to complete the project shown in the bid documents.

2. Examination of Documents and Site

Each bidder should examine the bid documents and the construction drawings, and should visit the project site, before submitting a bid. A site visit is not required and may be made during daylight hours. Submitting a bid means the bidder is satisfied as to the conditions that affect the work and the cost of the work. A bidder may not later claim against the Town based on its failure to examine the site or the documents.

3. Questions and Addenda

All questions about this bid must be submitted in writing or email clerk@townofoneonta.org to the Town Clerk, no later than 3:00 pm, July 17, 2026. The Town will answer questions in writing by addendum sent to everyone who obtained the bid documents. Only written addenda change the bid documents; no spoken statement by any Town officer or agent is binding. Each bidder must list the addenda it received on the Bid Form.

4. How to Submit a Bid

1. Submit the bid on the Bid Form in Section E, filled in completely and signed in ink, with all required certifications and forms attached.

2. Give a price for each line item and total for the project.

3. Place the bid in a sealed envelope marked “SEALED BID — FORTIN PARK PAVILION” with the bidder’s name and address on the outside.

4. Deliver the bid to the Town Clerk at or before the date and time stated in the Invitation to

Bid. Late bids will not be accepted and will be returned unopened. Faxed, emailed, and telephoned bids will not be accepted.

5. Do not include New York State or local sales tax on materials. The Town is tax exempt and will provide exemption documentation on request.

5. Bid Security

Each bid must include bid security equal to five percent (5%) of the bid amount, in the form of a certified or cashier’s check payable to the Town of Oneonta, or a bid bond from a surety licensed in New York State (see Section E-6). The bid security will be returned to unsuccessful bidders after the award. If the successful bidder fails to sign the contract or provide the required bonds and insurance within ten (10) days of the notice of award, the Town will keep the bid security.

6. Withdrawal of Bids

A bidder may withdraw its bid in writing before the bid opening. After the bid opening, no bid may be withdrawn for forty-five (45) days.

7. How the Contract Is Awarded

The Town will award the contract to the lowest responsible bidder whose bid meets the requirements of the bid documents. In deciding whether a bidder is responsible, the Town may consider the bidder’s experience, references, past performance, financial ability, equipment, and its compliance with labor and licensing laws. The Town may reject any or all bids, may waive any informality, and may reject any bid that is incomplete or conditional.

8. Qualifications and References

Each bidder must complete the Statement of Qualifications and References in Section E-5 and provide at least three commercial references for similar projects completed in the last seven years. The Town may ask for additional financial or qualification information before the award.

9. Department of Labor Registration

This is a public work project. No contractor or subcontractor may work on it unless registered with the New York State Department of Labor as required by Labor Law §220-i. Each bidder must attach a copy of its valid registration certificate to its bid. The Town will reject any bid that does not include a valid certificate.

10. Identification of Subcontractors

Because the project includes plumbing and electrical work, each bidder must submit the

Identification of Subcontractors form in Section E-4 with its bid, as required by General

Municipal Law §101(5). The bidder must name the subcontractor it will use for plumbing, for heating and ventilation, and for electrical work. If the bidder will perform a trade itself, it should write “self.”

11. Bonds and Insurance Required Before Work Begins

Within ten (10) days of the notice of award, the successful bidder must provide, before any work begins:

• A performance bond for one hundred percent (100%) of the contract price;

• A labor and material payment bond for one hundred percent (100%) of the contract price; and

• Certificates of insurance showing the coverage required in the General Conditions

(Section D).

Bonds must come from a surety licensed in New York State and acceptable to the Town.

12. Signing the Contract

The successful bidder must sign the Town’s contract within ten (10) days of the notice of award.

If the bidder does not sign the contract or provide the required bonds and insurance within that time, the Town may keep the bid security and award the contract to the next lowest responsible bidder.

C. Specifications and Scope of Work

1. Work to Be Done

The contractor must provide all materials, labor, tools, equipment, and services needed to build a timber-framed pavilion at Fortin Park, complete and ready for use, according to the construction drawings prepared by Herrmann Engineering, PLLC (Section F) and these specifications. The work includes:

• Site preparation and layout after the Town removes the existing structure (see paragraph 2);

• A reinforced concrete slab, concrete piers, and footings (Sheet S100);

• Pressure-treated glulam posts, timber framing, knee braces, and pre-engineered wood roof trusses (Sheet S101);

• A metal panel roof, metal panel siding, and aluminum fascia (Sheet A201);

• An ADA-compliant restroom and a utility room, including the related plumbing and electrical work (Sheet A101);

• All connections, hardware, and accessories shown on the drawings or needed to complete a finished structure.

2. Demolition and Site Access

The Town will remove the existing structure and have it ready before construction begins. The

Town will tell the contractor in writing when the site is clear and ready. The contractor and Town will coordinate the final timeline for this specific task.

3. Plans and Specifications

See the attached drawings, prepared by Herrmann Engineering, PLLC and dated May 22, 2026, are part of this Invitation to Bid:

Under New York State Education Law, these drawings may not be altered except under the direction of a professional engineer. A bidder who finds a conflict between these specifications and the drawings must ask the Engineer for clarification before bidding.

4. Codes and Permits

All work must meet the current editions of the New York State Uniform Fire Prevention and

Building Code, the accessibility requirements of the Americans with Disabilities Act, and all other applicable codes and laws. The contractor must obtain and pay for all permits required for the work.

5. Time of Performance

The contractor must begin physical work by September 1, 2026, once the Town issues a written notice to proceed. Any change to the completion date must be approved by the Town in writing.

Substantial competition by October 2, 2026.

Final competition by October 30, 2026.

6. Changes to the Work

The Town may change the plans or leave out any part of the work during construction if it decides this is in the public interest. The contract price will be adjusted up or down at the prices in the bid. A change of this kind is not grounds for a claim by the contractor for damages or lost profit.

D. General Conditions

1. Prevailing Wage

This is a public work project. The contractor and all subcontractors must pay every laborer, worker, and mechanic on the project at least the prevailing wage rates and supplements set by the New York State Department of Labor under Article 8 of the Labor Law. The prevailing wage schedule for this project PRC #2026017999 – Pine Grove Pavilion - Fortin Park, is part of the bid documents. The contractor must keep certified payroll records and submit them as the law requires.

2. Insurance

Before work begins, the contractor must give the Town certificates of insurance showing at least:

• Workers’ Compensation and Disability Benefits coverage as required by New York law, on the forms required by the Workers’ Compensation Board;

• Commercial General Liability insurance of at least $1,000,000 per occurrence and

$2,000,000 in the aggregate;

• Automobile liability covering owned, hired, and non-owned vehicles; and

• The Town of Oneonta named as an additional insured on the general liability and automobile policies.

The contractor must keep this coverage in force for the whole project.

3. Lead and Environmental Requirements

The contractor is responsible for any lead certification the work requires and must follow all environmental and worker-safety rules. The contractor must tell the Town right away if it finds any hazardous or unexpected condition.

4. Compliance with Law and Non-Discrimination

The contractor must follow all federal, state, and local laws, including the equal-employment and non-discrimination requirements of the New York Executive Law and Labor Law.

5. Indemnification

To the fullest extent allowed by law, the contractor will defend, indemnify, and hold harmless the

Town of Oneonta and its officers, employees, and agents from any claims, damages, losses, and expenses, including reasonable attorneys’ fees, that arise from the work and are caused by the negligence of the contractor or its subcontractors.

6. Independent Contractor and Assignment

The contractor is an independent contractor, not an employee or agent of the Town. The contractor may not assign or subcontract the contract, in whole or in part, without the Town’s written consent.

7. Payment

The Town will pay the contractor for the value of work completed and accepted, less the amount held back (5% retainage) as allowed by law, after the contractor submits an approved requisition and certified payrolls. The Town will make final payment, including retainage, after the work is complete, inspected, and accepted, and after the contractor provides all closeout documents and lien waivers. No payment shall be provided for stored materials.

8. Warranty

The contractor warrants that all materials and equipment will be new and of good quality, and that the work will be free of defects in materials and workmanship for at least one (1) year from the date the work is accepted. The contractor will correct any defective work during the warranty period at no cost to the Town.

9. Termination

The Town may end the contract if the contractor defaults and does not fix the default after notice. The Town may also end the contract for its own convenience by written notice, in which case the contractor will be paid for work properly done up to that date.

10. Iran Divestment Act

By submitting a bid, the bidder certifies that it complies with the Iran Divestment Act (General

Municipal Law §103-g), as stated in the certification in Section E-3.

11. Governing Law

New York State law governs the contract. Any dispute will be heard in Otsego County.

E. Bid Form and Required Certifications

E-1. Bid Form

To the Town Board of the Town of Oneonta, care of the Town Clerk, 3966 State Highway 23, West Oneonta, NY 13861.

Having examined the bid documents, the drawings, and the site, the undersigned bidder offers to provide all labor, materials, and equipment to build the Fortin Park Pavilion according to the bid documents for the following price:

Total Bid (line item figures)

Pavillion dollars

Bathroom

Plumbing

Electrical

Contingency (To be directed by Owner) for concrete testing, compact testing. This must be a third-party inspection service, called Special Inspections.

$ 10,000, Ten Thousand Dollars

Total Bid (words):

The bidder also states:

1. Addenda received (write “none” if none):

2. This bid will remain open for forty-five (45) days after the bid opening.

3. Bid security of 5% is attached as a: □ certified check □ bid bond.

4. The bidder will sign the contract and provide the required bonds and insurance within ten

(10) days of the notice of award.

5. The bidder is registered with the New York State Department of Labor; the certificate is attached.

6. The bid does not include New York State or local sales tax on materials.

Firm / bidder name

Type of business (corporation, partnership, sole proprietor, LLC)

Mailing address

Telephone and email

DOL registration no.

Signature: Date:

Printed name and title:

E-2. Non-Collusion Certification

By submitting this bid, the bidder and the person signing it certify, under penalty of perjury, that to the best of their knowledge and belief:

1. The prices in this bid were reached independently, without any agreement with another bidder or competitor for the purpose of limiting competition;

2. The prices in this bid have not been and will not be knowingly disclosed to another bidder or competitor before the bid opening; and

3. No attempt has been made to get any other person or firm to submit or not submit a bid for the purpose of limiting competition.

(General Municipal Law §103-d.)

Firm:

E-3. Iran Divestment Act Certification

By submitting this bid, the bidder certifies that, as of the date of the bid, it is not on the list of entities engaged in investment activities in the energy sector of Iran kept by the New York State

Commissioner of Economic Development under State Finance Law §165-a, and that it complies with the Iran Divestment Act (General Municipal Law §103-g). A bidder that cannot certify this must attach an explanation.

Firm:

E-4. Identification of Subcontractors

Under General Municipal Law §101(5), the bidder names below the subcontractors it will use for each trade and the amount for each. Write “self” if the bidder will do the work, or “not applicable” if a trade is not part of the project.

Trade Subcontractor (name and address)

Plumbing

HVAC

Electrical

Firm: Date:

E-5. Statement of Qualifications and References

Describe the bidder’s experience with similar projects (timber-framed or park structures with foundations and ADA facilities). Attach a list of up to eight comparable projects completed in the last seven years, with the owner, location, initial Bid price, Final Construction cost, and completion date for each. Identify the project Superintendent, design professional, or project owner.

Provide at least three commercial references:

Reference 1:

Reference 2:

Organization

Contact and title

Phone and email

Project and value

Reference 3:

Organization

Contact and title

Phone and email

Project and value

Organization

Contact and title

Phone and email

Project and value

E-6. Bid Bond

Know all persons by these presents, that (the “Principal”) and (the “Surety”), a surety licensed in New York State, are bound to the Town of Oneonta in the amount of five percent (5%) of the Principal’s total bid.

If the Town accepts the Principal’s bid and the Principal signs the contract and provides the required bonds and insurance within the time stated, this obligation is void. Otherwise, the

Surety will pay the Town the difference between the Principal’s bid and the amount the Town must pay another party to do the work, up to the amount of this bond.

Signed this day of , 20 .

Principal: By:

Surety: By:

A bidder may instead attach its surety’s standard bid bond form, or a certified check for 5% of the bid.

F. Construction Drawings

Drawings by Herrmann Engineering, PLLC, 464 Main Street, Oneonta, NY 13820, dated May 22, 2026, are attached and made part of this Invitation to Bid.

A101

SIM

1t

Room name

1t

/1 A101

1i

A101

SIM

" INCH

DBA DEFORMED BAR ANCHOR

HAS HEADED ANCHOR STUD

OD OUTSIDE DIAMETER

THK THICK

# NUMBER, POUND

DBL DOUBLE

HC HOLLOW CORE

OH OVERHEAD

THRD THREADED

& AND

DEFL DEFLECTION

HCP HOLLOW CORE PLANK

OPNG OPENING

TOB TOP OF BEAM

' FEET

DEMO DEMOLITION

HDD HEADED ANCHOR STUD

OPP OPPOSITE, OPPOSITE HAND

TOC TOP OF COLUMN, TOP OF CURB

@ AT

DEPT DEPARTMENT

HDR HEADER

OSWJ OPEN WEB STEEL JOIST

TOF TOP OF FOOTING

(E) EXISTING

DET DETAIL

HEX HEXAGONAL

TOJ TOP OF JOIST

(N) NEW

DF DOUG FIR (DOUGLAS FIR)

HM HOLLOW METAL

P/L PROPERTY LINE

TOL TOP OF LINTEL, LANDING

DIA DIAMETER

HORIZ HORIZONTAL

PAF POWDER ACTUATED FASTENERS

TOL TOLERANCE

AB ANCHOR BOLT

DIAG DIAGONAL

HSS HOLLOW STRUCTURAL SHAPE

PC PRECAST

TOP TOP OF PIER, TOP OF PLATE

ACI AMERICAN CONCRETE INSTITUTE

DIAPH DIAPHRAGM

HT HEIGHT

PCF POUNDS PER CUBIC FOOT

TOPV TOP OF PAVEMENT

ADD ADDENDUM, ADDITION

DIM DIMENSION

HVAC HEATING, VENTILATION, AIR

CONDITIONING

PERF PERFORATE, PERFORATED

TOS TOP OF SLAB, TOP OF STEEL

ADJ ADJUST, ADJUSTABLE

DKG DECKING

PERIM PERIMETER

TOW TOP OF WALL

AESS ARCH. EXP. STRUCTURAL STEEL

DL DEAD LOAD

IBC INTERNATIONAL BUILDING CODE

PERIM PROFESSIONAL ENGINEER

TRANS TRANSVERSE

AFF ABOVE FINISH FLOOR

DWG DRAWING

ICF INSULATED CONCRETE FORMS

PERP PERPENDICULAR

TRANSL TRANSLUCENT

ALT ALTERNATE

DWGS DRAWINGS

ID INSIDE DIAMETER

PL PLATE

TYP TYPICAL

ALUM ALUMINUM

DWL DOWEL

IN INCH, INCHES

PLF POUNDS PER LINEAL FOOT

APPROX APPROXIMATELY

INFO INFORMATION

PLWD PLYWOOD

UNO UNLESS NOTED OTHERWISE

ARCH ARCHTECTURE

EIFS EXTERIOR INSULATED FINISH SYSTEM

INSP INSPECTION

PNL PANEL

UTIL UTILITY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ELEV ELEVATOR

INSUL INSULATION

PREFAB PREFABRICATED

AVG AVERAGE

ENGR ENGINEER

INT INTERIOR

PREFIN PREFINISHED

VERT VERTICAL

AWS AMERICAN WELDING SOCIETY

EOR ENGINEER OF RECORD

PSF POUNDS PER SQUARE FOOT

VFY VERIFY

EQ EQUAL

JST JOIST

PSI POUNDS PER SQUARE INCH

VIF VERIFY IN FIELD

BALC BALCONY

EQPT EQUIP

JT JOINT, JOINTS

PSL PARALLEL STRAND LUMBER

BD BOARD

ES EACH SIDE

PT PRESERVATIVE TREATED, POST-TENSIONED

W/ WITH

BEV BEVEL

EW EACH WAY

K KILOPOUND (1000 POUNDS)

W/O WITHOUT

BKR BACKER

EXIST EXISTING

KIP KILOPOUND (1000 POUNDS)

QTY QUANTITY

WD WOOD

BLDG BUILDING

EXP EXPANSION

WF WIDE FLANGE (STRUCTURAL STEEL)

BLK BLOCK

EXPO EXPOSED

L ANGLE, LEFT, LENGTH

RAD RADIUS

WR WATER RESISTANT, WATER RESISTIVE

BLKG BLOCKING

EXT EXTERIOR

LAM LAMINATE, LAMINATED

RCP REFLECTED CEILING PLAN

WS WATERSTOP

BM BEAM

LAT LATERAL

RD ROOF DRAIN

WT WEIGHT

BOC BOTTOM OF CURB

F OF F FACE TO FACE

LB POUND

REF REFERENCE

WWF WOVEN WIRE FABRIC

BOT/BTM BOTTOM

FAB FABERICATIONS / FABRICATED

LF LINEAL FEET, LINEAR FOOTAGE

REINF REINFORCED, REINFORCING

BOW BOTTOM OF WALL

FB FLAT BAR

LIN LINEAR

REQ REQUIREMENTS, REQUIRED

BP BASE PLATE

FDTN FOUNDATION

LIN FT LINEAL FEET, LINEAR FOOTAGE

REQ'D REQUIRED

BRDG BRIDGE, BRIDGING

LL LIVE LOAD

REV REVISION

BRG BEARING

FF FINISH FLOOR

LLH LONG LEG HORIZONTAL

RO ROUGH OPENING

BRK BRICK

FFE FINISH FLOOR ELEVATION

LLV LONG LEG VERTICAL

BSMT BASEMENT

FIN FINISH

LNTL LINTEL

SCHED SCHEDULE

BU BUILT-UP

FLR FLOOR

LONG LONGITUDINAL

SE STRUCTURAL ENGINEER

FOC FACE OF CONCRETE

LSL LAMINATED STRAND LUMBER

SECT SECTION

CEM CEMENT, CEMENTITIOUS

FOF FACE OF FINISH

LT WT LIGHTWEIGHT

SF SQUARE FEET

CGS CENTER OF GRAVITY OF STRAND

FOM FACE OF MASONRY

LVL LAMINATED VENEER LUMBER

SGL SINGLE

CIP CAST IN PLACE

FOS FACE OF STUD

SHT SHEET

CJ CONTROL JOINT

FR FIRE RATED, FIRE RESISTIVE

MANUF MANUFACTURER, MANUFACTURED

SHTG SHEATHING

CL CENTER LINE

FRM FRAMED, FRAMING

MAX MAXIMUM

SIM SIMILAR

CLG CEILING

FRT FIRE RETARDANT TREATED

MB MACHINE BOLT

SIMP SIMPSON STRONG TIE

CLR CLEAR

FT FOOT, FEET

MECH MECHANICAL

SL SNOW LOAD

CMU CONCRETE MASONRY UNIT

FTG FOOTING

MEZZ MEZZANINE

SOG SLAB ON GRADE

COL COLUMN

FURRG FURRING

MFR MANUFACTURER, MANUFACTURED

SPEC SPECIFICATION, SPECIFICATIONS

COMP COMPOSITE, COMPENSATION

FUT FUTURE

MIN MINIMUM

SQ SQUARE

CONC CONCRETE

MISC MISCELLANEOUS

SS STAINLESS STEEL

COND CONDITION

GA GAUGE

MTL METAL

STD STANDARD

CONN CONNECTION

GALV GALVANIZED

MUL MULLION

STIFF STIFFENER

CONSTR CONSTRUCTION

GC GENERAL CONTRACTOR

STL STEEL

CONT CONTINUOUS

GEN GENERAL

N NORTH

STRUCT STRUCTURAL

CORR CORRIDOR

GL GLU-LAMINATED

NIC NOT IN CONTRACT

SUSP SUSPENDED

CTR CENTER

GLB GLU-LAMINATED BEAM

NO NUMBER

SYM SYMMETRICAL

CTRL CONTROL

GND GROUND

NOM NOMINAL

CTSK COUNTERSINK

GR GRADE

NTS NOT TO SCALE

T&B TOP AND BOTTOM

CU CUBIC

GYP GYPSUM

T&G TONGUE AND GROOVE

CUST CUSTOM

GYP BD GYPSUM BOARD

OC ON CENTER

TAN TANGENT

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

As indicated

COVCOVER

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

FORTIN PARK PAVILION

101 YOUNGS ROAD

ONEONTA, NY

OTSEGO COUNTY

JUNE 2026

BID SET

ABBREVATIONS

SYMBOLS LEGEND

LOCATION MAP

DRAWING NUMBER

SHEET NUMBER

BUILDING SECTION

BUILDING SECTION

ROOM TAG

GRID LINE

DOOR TAG

REVISION TAG

WINDOW TAG

ELEVATION TARGET

WALL TAG

Sheet Number Sheet Name Bid Set - 6.19.2026

COV COVER ◘

C100 EXISTING/DEMO SITE PLAN ◘

C101 PROPOSED SITE PLAN ◘

A001 SCHEDULES & TYPICAL DETAILS ◘

A101 LEVEL 1 FLOOR PLAN ◘

A102 ROOF PLAN ◘

A201 BUILDING ELEVATIONS ◘

A301 BUILDING SECTIONS ◘

A302 BUILDING SECTIONS ◘

A900 PERSPECTIVE VIEWS ◘

S001 GENERAL STRUCTURAL NOTES ◘

S100 FOUNDATION PLAN ◘

S101 ROOF FRAMING PLAN ◘

S300 CONCRETE DETAILS ◘

S600 WOOD FRAMING DETAILS ◘

S601 WOOD FRAMING DETAILS ◘

MEP101 MEP SCHEMATICS ◘

SHEET LIST TOWN BOARD

SUPERVISOR

WILLIAM RIVERA JR.

BOARD MEMBERS

PATRICIA RIDDELL KENT

BRETT D. HOLLERAN

TERESA DeSANTIS

JOE CAMARATA

MARY RAB IRREVOCABLE TRUST

301.00-1-21.00

TOWN OF ONEONTA

301.00-1-19.00

PR

O

PER

TY LIN

E

PR

O

PER

TY LIN

E

TREELINE

TREELINE

TREELINE

EXISTING PAVILION TO BE

DEMOLISHED AND REMOVED

OF BY OTHERS

EXISTING WELL

EXISTING ELECTRICAL LINE

DEMOLISHED AND REMOVED

EXISTING GRAVEL PARKING LOT

EXISTING ASPHALT DRIVEWAY

EXISTING BASEBALL FIELD

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C100

TOWN OF ONEONTA

FORTIN PARK PAVILION

101 YOUNGS ROAD

ONEONTA, NY 13820

BRE

AS SHOWN

JUNE 19, 2026

AJH

6442.102.33

6.19.20261 BID SET

EXISTING/DEMO

SITE PLAN

SITE PLAN

1" = 20'

N

20' 0 20' 40'

SITE PLAN NOTES

1. SITE PLAN BASED ON AVAILABLE ONLINE MAPPING FROM US

GEOLOGICAL SURVEY, OTSEGO COUNTY GEOGRAPHIC & PROPERTY

INFORMATION APPLICATION, AND FIELD MEASUREMENTS BY STAFF OF

HERRMANN ENGININERING, PLLC IN JUNE 2026.

2. CONTOUR INTERVAL = 2', ELEVATIONS BASED ON NAVD 88 VERTICAL

DATUM.

3. PROPERTY LINES SHOWN ARE APPROXIMATE AND FOR PLANNING

PURPOSES ONLY.

LEGEND

PROPERTY LINE

EXISTING CONTOURS

NEW CONTOURS

TREELINE

AutoCAD SHX Text W

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

MARY RAB IRREVOCABLE TRUST

301.00-1-21.00

TOWN OF ONEONTA

301.00-1-19.00

PR

O

PER

TY LIN

E

PR

O

PER

TY LIN

E

TREELINE

TREELINE

TREELINE

EXISTING WELL

PROPOSED PAVILION

EXISTING GRAVEL PARKING LOT

EXISTING ASPHALT DRIVEWAY

PROPOSED 3/4" TYPE K COPPER WATER LINE

(FUTURE WORK, NOT IN CONTRACT)

PROPOSED UNDERGROUND

ELECTRICAL LINE

EXISTING BASEBALL FIELD

SITE PLAN

1" = 20'

N

20' 0 20' 40'

SITE PLAN NOTES

1. SITE PLAN BASED ON AVAILABLE ONLINE MAPPING FROM US

GEOLOGICAL SURVEY, OTSEGO COUNTY GEOGRAPHIC & PROPERTY

INFORMATION APPLICATION, AND FIELD MEASUREMENTS BY STAFF OF

HERRMANN ENGININERING, PLLC IN JUNE 2026.

2. CONTOUR INTERVAL = 2', ELEVATIONS BASED ON NAVD 88 VERTICAL

DATUM.

3. PROPERTY LINES SHOWN ARE APPROXIMATE AND FOR PLANNING

PURPOSES ONLY.

LEGEND

PROPERTY LINE

EXISTING CONTOURS

NEW CONTOURS

TREELINE

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C101

TOWN OF ONEONTA

FORTIN PARK PAVILION

101 YOUNGS ROAD

ONEONTA, NY 13820

BRE

AS SHOWN

JUNE 19, 2026

AJH

6442.102.33

6.19.20261 BID SET

PROPOSED

SITE PLAN

AutoCAD SHX Text W

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

WALL

TYPE

UL DESIGN

NUMBER

FIRE

RATING

STC

RATING

N/A N/A N/A

FOUNDATION

SECTION

ROOF

SECTION

E1

• VERTICAL METAL SIDING

• 1/2" ZIP SYSTEM PANEL W/ TAPED SEAMS

• 2X6 WOOD STUD AT 16" OC

• 3 1/2" BATT INSULATION (R-13)

• VAPOR RETARDER

• 1/2" PLYWOOD OR OSB (UTILITY) (NO FINISH IN

RESTROOM)

(2) 2X6 WOOD - TOP PLATE

2X6 PT WOOD - BOTTOM PLATE

FOUNDATION

SECTION

WALL

TYPE

UL DESIGN

NUMBER

FIRE

RATING

STC

RATING

N/A N/A N/A

I1

• 1/2" PLYWOOD OR OSB

• 2X6 WOOD STUD AT 16" O.C.

• UNFINISHED RESTROOM

(2X) 2X6 WOOD STUD - TOP PLATE

2X6 PT WOOD STUD -

BOTTOM PLATE

ROOF

SECTION

INTERIOR EXTERIOR

E1 I1

UTILITY RESTROOM

3' - 0"

T.O. PLATE

10' - 0"

A

MBCI ROOF PANEL SYSTEM

PER PLAN

PLYWOOD ROOF SHEATHING

PER PLAN

2x WOOD SUBFASCIA

METAL FLASHING TO WRAP

AROUND SUBFASCIA FOR

SOFFIT

VINYL SOFFIT

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

As indicated

A001

SCHEDULES &

TYPICAL DETAILS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

DOOR SCHEDULE

Type Mark Door Size Manufacturer Model Description U-Value Daylight

Finish

Comments

D1 36" x 84" TRUDOOR TBD HEAVY DUTY FLUSH METAL DOOR N/A N/A POLYSTYRENE CORE

EXTERIOR AND INTERIOR WALL TYPES

DOOR SCHEDULE DOOR TYPES

HARDWARE REQUIREMENTS:

QTY DESCRIPTION CATALOG NUMBER FINISH MANUFACTURER

(3) EA HINGE 5BB1 4.5 X 4.5 630 IVES

(1) EA DORM/EXIT LOCK MA571L OCCUPIED/VACANT 626 FALCON

(1) EA MORTISE CYLINDER AS REQUIRED 626 SCHLAGE

(1) EA PERMANENT CORE AS REQUIRED 626 SCHLAGE

(1) EA SURFACE CLOSER 4011 689 LCN

(1) EA KICKPLATE 8400 10" X 2" LDW B-CS 630 IVES

(1) EA WALL STOP WS406/407CVX 630 IVES

(1) EA GASKETING 188SBK PSA BK ZERO

(1) EA DOOR SWEEP 8198AA AA ZERO

(1) EA THRESHOLD 655A-MSLA-1-0 AA ZERO

1/2" = 1'-0"

SECTION AT TYPICAL OVERHANG

G F

I

PLAN LEGEND

1t

1t

1i

GRID LINE

DOOR TAG

WINDOW TAG

WALL TAG

ELEVATION TAG

A2013

A201

A201 2

A301

A302

A

D

A301

B

C

D1

48' - 0"

12' - 0" 12' - 0" 12' - 0" 12' - 0"

12' - 0"

D

81 SF

ADA RESTROOM

40 SF

UTILITY

E2

E2

I1

RESTROOM SCOPE IS LIMITED SOLELY TO THE

SHELL. NO INTERIOR FINISHES ARE TO BE

PROVIDED. ROUGH-IN PLUMBING WILL BE

REQUIRED, REFERENCE PLUMBING ENLARGED

PLAN

TABLES SHOWN FOR REFERENCE. NO

SCOPE FOR CONTRACTOR FOR

FURNITURE IN THIS CONTRACT

0' - 0"

0' - 0" 0' - 0"

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

1/4" = 1'-0"

A101

LEVEL 1 FLOOR

PLAN

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

1/4" = 1'-0"

LEVEL 1 - FLOOR PLAN

PLAN LEGEND

1t

1t

1i

GRID LINE

DOOR TAG

WINDOW TAG

WALL TAG

ELEVATION TAG

A2013

A201

A201 2

A

D

41 5

B

C

1' - 6" 60' - 0" 1' - 0"

11' - 6"

MBCI DOUBLE-LOK METAL ROOF PANEL, 24" WIDTH,

24 GAUGE. COLOR TO BE SELECTED BY OWNER

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

1/4" = 1'-0"

A102ROOF PLAN

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

1/4" = 1'-0"

ROOF PLAN

LEVEL 1 FF

0' - 0"

T.O. PLATE

10' - 0"

PT BEAM , REF FRAMING PLAN

PICNIC TABLE, TYP

FOR REFERENCE ONLY

4-PLY 2x6 PT GLULAM POST, TYP

MBCI DOUBLE-LOK METAL ROOF

PANEL, 24" WIDTH, 24 GAUGE.

COLOR TO BE SELECTED BY

OWNER

SHAPED PT 4x6 KNEE BRACE, TYP

ALUMINUM FASCIA, TYP

MBCI DOUBLE-LOK METAL SIDING, TYP. COLOR TO BE

SELECTED BY OWNER

D1

** SIM CONDITION FOR REAR ELEVATION

LEVEL 1 FF

0' - 0"

T.O. PLATE

10' - 0"

ALUMINUM FASCIA, TYP

4-PLY 2x6 PT GLULAM POST, TYP

MBCI DOUBLE-LOK METAL SIDING,

TYP. COLOR TO BE SELECTED BY

OWNER

SHAPED PT 4x6 KNEE BRACE, TYPPT BEAM , REF FRAMING PLAN

PICNIC TABLE, TYP

FOR REFERENCE ONLY

D1

LEVEL 1 FF

0' - 0"

T.O. PLATE

10' - 0"

ALUMINUM FASCIA, TYP

4-PLY 2x6 PT GLULAM

POST, TYP

MBCI DOUBLE-LOK

METAL SIDING, TYP.

COLOR TO BE

SELECTED BY OWNER

SHAPED PT 4x6

KNEE BRACE, TYP

PT BEAM , REF FRAMING PLAN

PICNIC TABLE, TYP

FOR REFERENCE ONLY

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

1/4" = 1'-0"

A201

BUILDING

ELEVATIONS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

LEFT ELEVATION

1/4" = 1'-0"

RIGHT ELEVATION

T.O. FOOTING

-4' - 0"

T.O. PLATE

10' - 0"

A302 A D

A301

ROOF ASSEMBLY:

• METAL ROOFING PER ELEVATIONS

• ROOF UNDERLAYMENT

• PRE-ENGINEERED WOOD ROOF TRUSSES

• METAL UNDERSIDE OF ROOF TRUSSES

EXTERIOR WALL:

• METAL SIDING PER ELEVATIONS

• 7/16" ZIP SHEATHING, TAPE ALL SEAMS

• 2x WOOD STUD FRAMING @ 16" OC

• INSULATION IN CAVITY, REF WALL TYPES

• CERTAINTEED MEMBRAIN AIR BARRIER & SMART VAPOR

RETARDER

• 1/2" PLYWOOD/OSB INTERIOR

B C

A001

LEVEL 1 FF

0' - 0"

T.O. FOOTING

-4' - 0"

A301

T.O. PLATE

10' - 0"

32 41 5

ROOF ASSEMBLY:

• METAL ROOFING PER ELEVATIONS

• ROOF UNDERLAYMENT

• PRE-ENGINEERED WOOD ROOF TRUSSES

• METAL UNDERSIDE OF ROOF TRUSSES

EXTERIOR WALL:

• METAL SIDING PER ELEVATIONS

• 7/16" ZIP SHEATHING, TAPE ALL SEAMS

• 2x WOOD STUD FRAMING @ 16" OC

• INSULATION IN CAVITY, REF WALL TYPES

• CERTAINTEED MEMBRAIN AIR BARRIER & SMART VAPOR

RETARDER

• 1/2" PLYWOOD/OSB INTERIOR

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

1/4" = 1'-0"

A301BUILDING SECTIONS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

1/4" = 1'-0"

SECTION 1

1/4" = 1'-0"

SECTION 3

T.O. FOOTING

-4' - 0"

A301

T.O. PLATE

10' - 0"

32 41 5

CEILING ASSEMBLY:

• 2x CEILING JOISTS @ 24" OC

• 1/2" GYPSUM BOARD FINISH

EXTERIOR WALL:

• METAL SIDING PER ELEVATIONS

• 7/16" ZIP SHEATHING, TAPE ALL SEAMS

• 2x WOOD STUD FRAMING @ 16" OC

• NO INTERIOR FINISH (STUDS ONLY IN RESTROOM)

81 SF

ADA RESTROOM

40 SF

UTILITY

ROOF ASSEMBLY:

• METAL ROOFING PER ELEVATIONS

• ROOF UNDERLAYMENT

• PRE-ENGINEERED WOOD ROOF TRUSSES

• METAL UNDERSIDE OF ROOF TRUSSES

RESTROOM FIXTURES AND APPURTENANCES

NOT PART OF CONTRACT

T O

P P

L A

T E

T O

P P

L A

T E

A T

T H

IS

W

A L

L

/4

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

1/4" = 1'-0"

A302BUILDING SECTIONS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

Author

6.19.2026

Approver

8850.940.546

1/4" = 1'-0"

SECTION 2

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

A900PERSPECTIVE VIEWS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

JRG

6.19.2026

AJH

8850.940.546

G F

I

A

B

12' - 0"

81 SF

ADA RESTROOM

40 SF

UTILITY

0' - 0"

0' - 0"

C.O.

FD-1

WC-1

LAV-1

3" SOIL

2" W

ASTE

3" W

ASTE

PROVIDE STUB

CONNECTION AFTER

CLEANOUT FOR FUTURE

CONNECTION TO ON-SITE

SANITARY (5' OUTSIDE OF

BLDG)

CONTRACTOR SCOPE:

• WASTE PIPING

• DRAIN PIPING

• VENT PIPING (SINGLE 3" THRU ROOF)

• CLEANOUT

• FLOOR DRAIN FD-1 (ZERN Z556 ADJUSTABLE HEAVY DUTY OR EQUAL)

FIXTURES SHOWN FOR FUTURE - NO CONTRACTOR SCOPE FOR FIXTURES

3" WASTE

FD-1

A

B

81 SF

ADA RESTROOM

40 SF

UTILITY

CONTRACTOR SCOPE:

• WATER PIPING AND ALL VALVES AND FITTINGS

• WALL HYDRANT HB-1 (ZURN Z1320-CL-PB OR EQUAL)

• TANKLESS WATER HEATER IWH-1 (CHRONOMITE MODEL #M-40 / 240)

FIXTURES SHOWN FOR FUTURE - NO CONTRACTOR SCOPE FOR FIXTURES

FREEZE-PROOF WALL

HYDRANT HB-1

3/4" POTABLE WATER SERVICE

(FUTURE). STUB CONNECTION TO

5' OUTSIDE OF EXTERIOR WALL

AND CAP

TANKLESS WATER

HEATER IWH-1

3/4" DCWS

DOUBLE CHECK VALVE

1/2" DHWS TO LAV-1 LOCATION

1/2" DCWS TO LAV-1 LOCATION

1/2" DCWS TO

WC-1 LOCATION

A

D

41 5

B

C

BASIS OF DESIGN LIGHTING:

• LAW4-30ML-EU BY COLUMBIA LIGHTING OR EQUAL

60 AMP SUB-PANEL FROM ON-SITE POWER.

COORDINATE WITH TOWN FOR LOCATION OF ON-SITE

POWER. CONTRACTOR IS RESPONSIBLE FOR

FURNISHING AND INSTALLING ALL CIRCUITRY

REQUIRED TO PROVIDE A FULLY OPERATIONAL

ELECTRICAL SYSTEM AS SHOWN, INCLUDING

SWITCHING

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

1 6.19.2026 BID SET

As indicated

MEP101MEP SCHEMATICS

FORTIN PARK PAVILION

TOWN OF ONEONTA, NY

AJH

6.19.2026

AJH

8850.940.546

3/8" = 1'-0"

LEVEL 1 DWV PLAN

3/8" = 1'-0"

LEVEL 1 POTABLE WATER PLAN

1/4" = 1'-0"

LIGHTING SCHEMATIC

GENERAL:

1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE

GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

2. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.

3. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT/ENGINEER

FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING.

TEMPORARY CONDITIONS:

1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE

CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT

REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES.

2. CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND

CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE

CONSTRUCTION PERIOD.

PROJECT DESCRIPTION:

1. PROJECT CONSISTS OF THE CONSTRUCTION OF A WOOD FRAMED PAVILION STRUCTURE.

2. ALL CONSTRUCTION UTILIZES CONVENTIONAL WOOD FRAMING TECHNIQUES AND REINFORCED

CONCRETE FOUNDATIONS.

DESIGN CRITERIA:

1.

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN

ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE

USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED IN ACCORDANCE WITH THE IBC:

DESIGN CRITERIA

GEOTECHNICAL DESIGN CRITERIA

ALLOWABLE SOIL BEARING

PRESSURE

1,500 PSF + 50% INCREASE FOR WIND OR SEISMIC LOADS

(DEFAULT W/OUT GEOTECHNICAL REPORT)

SNOW DESIGN CRITERIA

DESIGN ROOF SNOW LOAD 69 PSF MINIMUM

SNOW DRIFT NONE

GROUND SNOW LOAD

P g = 81 PSF

FLAT ROOF SNOW LOAD P f

EXPOSURE FACTOR C e = 1.0 (PARTIAL EXPOSED)

IMPORTANCE FACTOR I S = 1.00

THERMAL FACTOR C t

WIND DESIGN CRITERIA

MAIN WIND FORCE RESISTING

SYSTEM 110 MPH BASIC WIND SPEED (3-SECOND GUST)

COMPONENTS AND CLADDING 110 MPH BASIC WIND SPEED (3-SECOND GUST)

EXPOSURE CATEGORY C

GUST/INTERNAL PRESSURE GC pi = +/- 0.18

SEISMIC DESIGN CRITERIA

RISK CATEGORY II

SITE CLASS D (DEFAULT W/OUT GEOTECH REPORT)

IMPORTANCE FACTOR I e = 1.00

SEISMIC DESIGN CATEGORY A

MCE SPECTRAL

ACCELERATIONS S

S = 0.180 S

= 0.047

SITE COEFFICIENTS F a = 1.6 F V = 2.4

DESIGN SPECTRAL

ACCELERATIONS S

DS

= 0.150 S

D1 = 0.066

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-22 SECTION 12.8

NORTH-SOUTH DIRECTION EAST-WEST DIRECTION

SEISMIC LOAD RESISTING

SYSTEM

TIMBER FRAMES TIMBER FRAMES

RESPONSE MODIFICATION

FACTOR R = 1.5 R = 1.5

SEISMIC RESPONSE

COEFFICIENT C

S = 0.100 C

S = 0.100

REDUNDANCY FACTOR ρ = 1.0 ρ = 1.0

DESIGN INELASTIC STORY

DRIFT ∆ = 0.5 INCHES ∆ = 0.5 INCHES

DEAD LOADS

1. ROOF

A. SHEATHING, ROOFING, INSULATION 6 PSF

B. FRAMING 3 PSF

C. MEP ALLOWANCE 3 PSF

D. CEILING 3 PSF

TOTAL ROOF DEAD LOAD 15 PSF

LIVE LOADS

1. FLOOR

A. UNIFORM LOAD 40 PSF

B. CONCENTRATED LOAD NONE

= 1.20

= 51 PSF

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO “ACI 318--BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE" AND CHAPTER 19 OF THE INTERNATIONAL BUILDING

CODE.

2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS

PER ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS:

CONCRETE STRENGTHS

DESCRIPTION f'c (PSI)

WATER -

CEMENT

RATIO BY

WEIGHT

ENTRAINED

AIR

OTHER

FOOTINGS, STEMWALLS 3,000 0.53 2% +/- 1.5%

EXTERIOR SLAB-ON-GRADE 3,000 0.48 6% +/- 1.5%0.48

NOTES:

A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR

CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.

B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT

CONFORMING TO ASTM C150 FOR TYPE I, OR TYPE II.

C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260.

D. COLUMNS THAT ARE AN INTEGRAL PART OF A WALL SHALL HAVE CONCRETE

STRENGTH AS REQUIRED FOR COLUMNS.

3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:

MINIMUM CEMENT CONTENT

f'c (PSI)

MINIMUM CEMENT CONTENT PER CUBIC

YARD

3,000 470 LBS.

NOTES:

A. FLYASH CONFORMING TO ASTM C618 “TYPE F,” OR “TYPE C” MAY BE USED TO

REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX

STRENGTH IS SUBSTANTIATED BY TEST DATA.

4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA

COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING

CONCRETE.

5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE

APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE

CONCRETE SUPPLIER.

6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT

CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE

INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING

ADMIXTURE CONFORMING TO ASTM C494 "TYPE F, OR TYPE "G" MAY BE USED IN

CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES.

7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER

PRACTICAL. CONSTRUCTION JOINTS IN BEAMS, JOISTS, AND SLABS SHALL BE LOCATED

AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT

OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY

BETWEEN COLUMNS OR PILASTERS.

8. SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR

TO PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN

OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT

BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER.

9. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO

ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE

STRUCTURAL DRAWINGS.

10. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL

NOT BE HAND SET, OR WET SET.

11. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC

CODE OF STANDARD PRACTICE SECTION 7.5.

12. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING

CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"

AMPLITUDE.

13. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED

OTHERWISE.

14. PREPARATION, CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD

WEATHER OR HOT WEATHER SHALL CONFORM TO ACI 318 5.12, 5.13 AND ACI 306R AND

305R.

REINFORCING STEEL:

1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO “ACI

318—BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND “ACI 315—MANUAL OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.”

2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES

UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:

A. SMOOTH WELDED WIRE FABRIC—ASTM A185

B. CONCRETE COLUMN VERTICAL REINFORCEMENT—ASTM A706, GRADE 60

C. ALL OTHER REINFORCEMENT—ASTM A615, GRADE 60

3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF

REINFORCING STEEL SHALL CONFORM TO AWS D1.4. ALL WELDING SHALL BE DONE BY AWS

CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES.

4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE. BARS

IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE

BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE “CRSI MANUAL OF STANDARD

PRACTICE,” MSP-1.

5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR COATINGS

OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE.

6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF

OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

7. “WET SETTING” OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS

NOT PERMITTED.

8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE

LOCATIONS.

9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING

STEEL:

TYPICAL LAP SPLICE SCHEDULE (IN)

BAR SIZE

3,000 PSI 4,000 PSI 5,000 PSI

TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS

#3 28 22 24 19 22 17

#4 37 29 32 25 29 22

#5 47 36 40 31 36 28

#6 56 43 48 37 43 33

#7 81 63 70 54 63 49

#8 93 72 80 62 72 55

#9 105 81 91 70 81 63

#10 118 91 102 79 91 70

#11 131 101 113 87 101 78

NOTES:

A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY

THE ABOVE VALUES BY A FACTOR OF 1.4.

B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT

ENGINEER OF RECORD IF CONDITIONS VARY.

C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE

BAR.

D. VALUES ARE FOR UNCOATED BARS.

10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING

STEEL:

MINIMUM CONCRETE COVER (CAST-IN-PLACE)

USE COVER

CONCRETE EXPOSED TO EARTH #6-18: 2" / #5 & SMALLER: 1-1/2"

SLAB-ON-GRADE BARS 1-1/2" COVER FROM TOP OF SLAB

CONCRETE CAST AGAINST EARTH 3"

11. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING

WALLS.

12. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL

REINFORCEMENT. LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND

TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6”

EMBEDMENT BELOW THE TOP OF FOOTING.

13. AT SLAB AND WALL OPENINGS, PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER, AND AT THE SIDES OF THE OPENING. EXTEND THESE BARS A LAP DISTANCE (OR A MINIMUM OF 2’-0”)

PAST THE OPENING ON ALL SIDES.

14. PROVIDE ONE #5 FOR SINGLE LAYER, AND TWO #5 FOR DOUBLE LAYER REINFORCING, 4’-0”

LONG, DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS.

15. REFERENCE TYPICAL DETAILS FOR THE POSITION OF REINFORCEMENT AT WALL CORNERS,

WALL INTERSECTIONS, AND FOR BARS IN SMALL WALL SECTIONS.

16. PROVIDE #5 CARRIER BAR AT 3’-0” MAX SPACING FOR ALL SLAB, JOIST, AND WALL REINFORCING

NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT.

17. PROVIDE CORNER BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS

EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BARS TO

PROVIDE A FULL LAP WITH HORIZONTAL REINFORCMENT ON EACH LEG.

CONCRETE NOT EXPOSED TO EARTH #14-18: 1-1/2"" / #11 & SMALLER: 3/4"

ENGINEERED COMPOSITE LUMBER:

1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER

(LVL) SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY

TRUS-JOIST OR AN APPROVED EQUAL.

2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES:

ENGINEERED COMPOSITE LUMBER

COMPOSITE LUMBER TYPE

MODULUS OF ELASTICITY

(PSI)

ALLOWABLE FLEXURAL

STRESS (PSI)

LVL 2,000,000 2,600

NOTE:

FLEXURAL STRESSES NOTED ABOVE ARE FOR 12" DEEP MEMBERS. DEEPER MEMBERS

SHALL BE DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S

REQUIREMENTS.

ANCHOR BOLTS:

1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED.

2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL

PLATE AND NUT.

3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2"

FROM THE SHEATHED FACE OF THE SHEARWALL. FOR THE CONDITION WHERE

SHEATHING IS APPLIED TO BOTH SIDES OF SHEARWALL, ALTERNATE ANCHOR BOLTS.

4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO

PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR

WET SET.

5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD

INCLUDING THE FOLLOWING INFORMATION (SIMILAR IF ALTERNATE ANCHORAGE IS

SELECTED):

A. ANCHOR BOLT MATERIAL TYPE

B. ANCHOR BOLT SIZE

C. OVERALL ANCHOR BOLT LENGTH

D. ANCHOR BOLT EMBEDMENT

E. ANCHOR BOLT PROJECTION (INCLUDING SUFFICIENT PROJECTION AND THREADS

TO ALLOW FOR FIELD TOLERANCES)

F. ANCHOR BOLT SPACING

G. DIMENSIONS ANCHOR BOLT LAYOUT DRAWINGS SHOWING LOCATION OF ALL

ANCHOR BOLTS

H. PLATE WASHER TYPE AND LOCATIONS

I. SILL PLATE LENGTHS AND SPLICE LOCATIONS

6. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED

ANCHOR BOLTS AT 4'-0" OC MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS

OR SPLICES, UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE. HOLDOWN

BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL.

7. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER

PIECE. HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF

THE SHEARWALL.

8. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL.

HOLDOWN ANCHOR BOLTS:

1. ALL HOLDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT

W/ PRESERVATIVE TREATED (PT) WOOD. PT WOOD PLATES SHALL HAVE OVERSIZED

HOLES 1/4" MIN & 3/8" MAX LARGER THAN BOLT SIZE. AS AN ALTERNATIVE, THE

ANCHOR MAY BE SLEEVED WITH AN INSULATOR BUSHING OR GALVANIZED IN

ACCORDANCE W/ ASTM A653.

2. HOLDOWN BOLTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5" FROM THE END OF CONCRETE

STEMWALLS. ADD ADDITIONAL 2x STUD AS REQUIRED.

4. SEE HOLDOWN SCHEDULE AND DETAILS ON SHEAR WALL DETAL SHEET FOR TYPICAL

HOLDOWN INSTALLATION REQUIREMENTS.

5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO

PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR

WET SET.

6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL, THREADED ON BOTH ENDS

UNLESS NOTED OTHERWISE.

7. THE…