Bid Package: 367 W Main Street (Phase 2).pdf

PDF 6 MB Posted Mar 14, 2024

Attached to: 367 W Main Street, Malone (Phase 2)
Solicitation number: 12341
Issued by: Franklin County, New York

About this file

Written by GovTribe AI · Apr 4, 2024

This document is a bid package for a state and local contract opportunity for building renovations at 367 W Main Street in Malone, New York. The work will be administered by the Franklin County Economic Development Corporation (FCEDC) and is funded in part through the New York Main Street Program. The contractor will provide all labor and materials necessary to complete interior residential and commercial renovations as well as exterior renovations to the 3-story mixed-use building. Bids will be accepted until April 3, 2024 at 5:00 PM. A pre-bid site visit may be scheduled by contacting the FCEDC. The current grant deadline is March 31, 2024 but an extension can be requested.

The bid package includes a Bid Form, Project Workscope, and other supporting exhibits. There are no state prevailing wage or federal Davis-Bacon wage requirements for this project. Bidders must be compliant with all applicable Village, State, and Federal requirements and regulations. The property owner will be responsible for contractor payment and must abide by all grant program regulations. There are Minority Owned and Women Owned subcontracting goals of 10% each, but no Service-Disabled Veteran-Owned Set Aside.

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Adirondack Frontier Main Street Program

Bid Package for

367 W Main Street, Malone, NY Phase 2

Administered by the Franklin County Economic Development Corporation

355 West Main Street, Suite 428 Malone, New York 12953

Table of Contents

1. Section 01 - Advertisement For Bids

2. Section 02 - Information For Bidders

3. Section 03 – Project Workscope

4. Section 04 – Bid Form

Section 01 Advertisement For Bids

The Franklin County Economic Development Corporation (FCEDC) is currently accepting bids for interior residential and commercial renovations and exterior renovations to be performed on a privately-owned building located at 367 W Main Street in the Village of Malone.

The bid package may be obtained online at www.adirondackfrontier.com or by contacting or by contacting the FCEDC at help@adirondackfrontier.com.

Bids will be accepted until Wednesday, April 3, 2024 at 5PM. Bids shall be emailed to help@adirondackfrontier.com.

In awarding bids, FCEDC and the property owner reserve the right to reject any and all bids, waive formalities, informalities and technicalities therein, and to take whatever bids it determines to be in the best interest of the FCEDC and property owner considering lowest or best bid, quality of goods and work, time of delivery or completion, responsibility of bidders being considered, previous experience of bidders, or any other factors they deem appropriate. Bids must be valid for a minimum of 90 days from the date of submission.

This project is funded in part through the New York Main Street Program. As such, Bidders will be required to comply with all applicable Village, State and Federal requirements and regulations pertaining to the Program.

However, Bidders should be aware that this project is not subject to State Prevailing Wage or Federal Davis-Bacon Wage requirements.

End of Section http://www.adirondackfrontier.com mailto:help@adirondackfrontier.com

Malone Main Street Program Section 02

Information for Bidders

1. Location of the Work 367 W Main Street, Malone, NY 12953

2. Description of the Work The Contractor will provide all labor and material necessary to complete building renovations at the above-referenced location as more fully described in Section 03 – Project Workscope. A pre-bid site visit may be scheduled by contacting Rachel Child, Community Development Specialist at (518) 481-8211 or rachel@adirondackfrontier.com.The current grant deadline is March 31, 2024, but an extension can be requested for the project completion date determined by the contractor.

3. Receipt & Opening of Bids Bids shall be submitted using the Bid Form in Section 03. Bids will be received by the FCEDC until the date and time stated in the attached Advertisement For Bids. Bids shall be emailed to help@adirondackfrontier.com. There is no formal bid opening.

4. Informalities, Waivers and Withdrawals FCEDC may consider informal any Bid not prepared and submitted in accordance with the provisions hereof and may waive any informalities in or reject any or all Bids. Conditioned Bids or Bids which do not contain a price for every numbered item contained in the Bid form will not be accepted.

5. Obligations of Bidders At the time of receiving Bids, each Bidder will be presumed to have inspected the Site, to have informed himself fully of the conditions relating to the work and labor required for the work, and to have read and acquainted himself with all Contract Documents. Failure to do so will not relieve the Bidder who is awarded the Contract of his obligation to complete the work for the price or prices bid, or any other obligation under the Contract. The failure or omission of any Bidder to receive or examine any Contract Documents shall in no way relieve him from any obligation in respect to his Bid. The project is subject to all Village, State and Federal rules and regulations and the Bidder will be presumed to have understood and accepted these requirements. However, Bidders should be aware that this project is not subject to State Prevailing Wage or Federal Davis-Bacon Wage requirements

6. Bidders Representations By making a Bid, the Bidder represents and warrants to FCEDC that (i) Bidder is and will be financially responsible and has and will have sufficient liquidity to meet its financial responsibilities under the Contract and for all other projects in which Bidder is or may become involved; (ii) Bidder is able to furnish the tools, materials, supplies, equipment, and labor required to complete the Work and perform the obligations required under the Contract Documents and has sufficient experience to do so; (iii) Bidder has carefully examined the Contract Documents and has visited and examined the project site;

(iv) Bidder has satisfied itself as to the nature and location of the proposed Work, the general and local conditions, and all matters which may in any way affect the Work; (v) Bidder fully understands the intent and purpose of the Contract Documents, and (vi) the bid is based on labor, material, equipment, and systems required by the Contract Documents without exception. Claims for additional compensation and/or extension of time relating to Bidder’s noncompliance with such representations and warranties will not be allowed.

7. Contractual Arrangements A contract will be issued between the property owner and the contractor exclusively. The FCEDC holds the right to monitor the project to ensure funding source compliance and the completeness of work.

mailto:rachel@adirondackfrontier.com

The property owner will be responsible for contractor payment and must abide by all grant program regulations.

8. Indemnity The contractor shall indemnify and hold harmless the FCEDC and its employees, consultants and contractors from and against any and all claims, suits, actions, proceedings and any and all resulting damages, losses, costs and expenses of every nature, type and kind including reasonable attorney’s fees which claims arise out of work performed by the contractor, its subcontractors and others who are employed by the contractor or its subcontractors during the course of the project.

9. Award of Contract The Contract will be awarded to the lowest responsible bidder as determined by FCEDC unless the owner of the subject property chooses a different bid and agrees to pay the difference between the preferred bid and the lowest responsible bid.

End of Section

Section 03

Project Workscope

Project Description: 367 W Main Street (the property), is a 3 story mixed-use building located at 367 W Main Street, Malone, NY. The property is currently owned by Kratos Developments, LLC. The owner has been awarded grant funding to renovate the façade, 2 commercial units and 2 residential units. This building is a part of the Malone National Historic District and care will need to be given to maintain the integrity of the historic features.

General Conditions

● All inspection fees to be paid by the contractor. The owner has already secured a building permit. No work is to be performed without the necessary permits obtained.

● Project will require a building permit issued from the local building department and inspections as specified by the code officer.

● Contractor responsible for scheduling inspections deemed necessary by the local authorities. This includes any 3rd party inspections.

● Contractor to supply owner copies of all manufacturers warranties.

● All work to conform to the New York State Building Code and/or all other applicable regulations.

● Contractor to remove and dispose of all debris and keep property clean and safe on a daily basis.

● All work to be done in a professional and workmanlike manner.

● All changes to work must be done in writing and approved by FCEDC and owner.

● Contractor is responsible for removal and disposal of all construction debris.

● Lead-Based Paint

● Project will require all contractors performing work in residential units or common areas to have EPA Renovation, Remodeling, & Painting (RRP) Certification AND EPA Firm Certification. All work in residential units and common areas must be performed in compliance with EPA guidelines for lead safe renovations. Projects having a residential component must also comply with NYMS lead-based paint requirements (See Attachment C for details).

● Asbestos

● An asbestos abatement was recently completed and there is no work listed in the scope of work that will impact ACM. The remaining plaster contains ACM and should not be penetrated, impacted, or disturbed in any manner without appropriately licensed personnel.

Bid Cost Sheet

Item No. Work Scope Description

Material Cost

Labor Cost

Total Cost

1 Interior Renovations

● Creation of 2 commercial units (see plans attached)

● Creation of 2 residential units (see plans attached)

2 Bid alternative

● 3rd floor masonry (see plans attached)

3 Exterior Façade Work

● See plans attached

Total Project Cost

Please total all columns

Attachments A. Plans and specifications B. Site photos C. Lead-based paint risk assessment

Section 04

Bid Form – Page 1 of 5

Instructions: All bids shall be submitted using this form and must include all other documentation described in the Project Specifications.

Project Name: 367 W Main Street, Malone – Interior & Exterior Renovations Contractor Name:

Proposal Detail

Item Description Bid Price

1. Interior

2. Bid Alternative (3rd floor masonry)

3. Exterior

Total

Instructions: The Bid Certification must be signed by a person authorized to enter into a contract on behalf of the company listed.

Bid Certification I, the undersigned contractor, have inspected the above listed property and understand the extent and character of the work to be completed as described in the Project Specifications.

I propose to furnish all labor, materials, and equipment necessary to accomplish the work, as described in the Project Specifications, on the property located at _____________________________________________________, for the sum of ___________________________________________________________________dollars ($_____________).

I will commence the work within ________________________ calendar days from the date the notice to proceed is received and will complete the work within ________________________ calendar days after starting the work.

This bid is valid for a period of 90 days.

Company Name Signature

Title Date

Bid Form – Page 2 of 5

Instructions: Complete the following table. Attach additional sheets if necessary.

Company Information Company Name: Officers, Partners, Owner Name(s):

Address: Address:

City: State: Zip: City: State: Zip:

Phone: Cell: Phone: Cell:

Email: Email:

Instructions: List the construction experience of each of the company principals: (Indicate number of years in the industry and if experience is new construction, rehabilitation, historic renovations, energy efficiency, etc.). Attach additional sheets if necessary.

Experience Principal Name: Principal Name:

Experience: Experience:

Instructions: List business references including local banks, subcontractors, and material suppliers.

Business References Name: Name:

Address: Address:

City: State: Zip: City: State: Zip:

Phone: Phone:

Instructions: List customers with whom the company has recently done business.

Customer References Name: Name:

Address: Address:

City: State: Zip: City: State: Zip:

Phone: Contract Amount: Phone: Contract Amount:

Bid Form – Page 3 of 5

Instructions: Attach documentation of insurance and EPA lead-based paint certification. If you do not have insurance or EPA lead-based paint certification, state in the explanation section that it will be obtained prior to the start of construction.

Insurance & Lead-based Paint Certification Documentation Submitted with application (Check all that apply) ✓

Liability Insurance (Franklin County Economic Development Corporation should be listed as the certificate holder and additional insured. Housing Trust Fund Corporation should also be listed as additional insured.)

Workers’ Compensation Insurance

EPA Lead-based Paint certification

Explanation if not attached.

Instructions: Principal owners must sign and date the following Attestation.

Attestation The undersigned contractor certifies that all information given herein is correct and that the information may be verified from any source and further agrees:

1. That the contractor will perform the work in accordance with the description of work, general specifications, the NYS Uniform Fire Prevention and Building Code, the Village of Malone Code, and all other applicable rehabilitation guidelines and standards and be subject to a final inspection by the Village of Malone.

2. That if the work performed by the contractor is found to be unsatisfactory or if the contract relations between the contractor, property owner, or other parties are found to be unsatisfactory, the Franklin County Economic Development Corporation may remove his/her name from the list of selected contractors without notice.

3. That contractor has proper insurance.

4. That she/he will abide by all applicable equal employment opportunity regulations.

Contractor Name (Please Print)

Contractor Signature

Date

Bid Form – Page 4 of 5

NON-COLLUSIVE BIDDING CERTIFICATION

BY SUBMISSION OF THIS BID, BIDDERS AND EACH PERSON SIGNING ON BEHALF OF BIDDER CERTIFIES, AND IN THE CASE OF JOINT BID, EACH PARTY THERETO CERTIFIES AS TO ITS OWN ORGANIZATION, UNDER PENALTY OF PERJURY, THAT TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF:

1. The prices of this bid have been arrived at independently, without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor;

2. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and

3. No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition.

A BID SHALL NOT BE CONSIDERED FOR AWARD NOR SHALL ANY AWARD BE MADE WHERE 1, 2, 3 ABOVE HAVE NOT BEEN COMPLIED WITH; PROVIDED HOWEVER, THAT IF IN ANY CASE THE BIDDER(S) CANNOT MAKE THE FORGOING CERTIFICATION, THE BIDDER SHALL SO STATE AND SHALL FURNISH BELOW A

SIGNED STATEMENT WHICH SETS FORTH IN DETAIL THE REASONS THEREFORE:

[BIDDERS AFFIX ADDENDUM TO THIS PAGE IF SPACE IS REQUIRED FOR STATEMENT]

Subscribed to under penalty of perjury under the laws of the State of New York, this___________ day of ________________, 20_ _ as the act and deed of said individual, corporation or partnership.

Person Legally Responsible for Binding Bidder

Name Title

Signature________________________________

Joint or combined bids must be certified on behalf of each participant

Legal name of person, firm or corporation Legal name of person, firm or corporation

Person(s) Legally Responsible for Binding Participant

Name Name

Title Title

Business Address Business Address

Bid Form – Page 5 of 5

Bidder’s Identifying Data

Bidder’s Name

Business Address

Street

City State Zip

Telephone Fax_________________ E-mail

Federal id. Number_______________________________

If Bidder is a Partnership complete the following:

Name of Partners or Principals Business Address

If Bidder is a Corporation complete the following:

Name Business Address

President

Secretary

Treasurer

TABLE OF CONTENTS

G-101 GENERAL NOTES AND CODE DATA

L-101 LIFE SAFETY PLAN

D-101 SECOND AND THIRD FLOOR DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 SECOND FLOOR PLAN

A-103 THIRD FLOOR PLAN

A-201 FASCADE UPGRADES

A-202 INTERIOR ELEVATIONS

A-401 WALL SECTIONS

A-601 DOOR SCHEDULE AND DETAILS

P-101 PLUMBING AND MECHANICAL SCHEMATICS

E-101 ELECTRICAL SCHEMATICS

S R

O U T E

W A T E R

T O

W N N

367 WEST MAIN STREET

MALONE, FRANKLIN COUNTY, STATE OF NEW YORK

SECORE BUILDING RENOVATIONS

S E C O

R E B

G R

E N O

V A T

N S

8/28/2023

BID SET

SCOTT W. SOULES A.I.A

Column Number/Letter

Column Reference Line

Window Tag

Wall Tag

Door Tag

Room Tag

Elevation Reference Datum Point

Keynote

BUILDING ELEVATION

Drawing Number

Sheet Number

INTERIOR ELEVATION

Drawing Number

Sheet Number

WALL SECTION

Drawing Number

Sheet Number

BUILDING THRU- SECTION

Drawing Number

Sheet Number

ENLARGED DETAIL

Drawing Number

Sheet Number

Revision Tag

Area to be Enlarged

GRAPHICS STANDARDS

CONCRETE

GROUT

EARTH

STONE/GRAVEL

SAND

CONCRETE

MASONRY UNIT

BRICK PLYWOOD

GYPSUM WALL BOARD

BUILDING WRAP

MATERIAL PATTERNSLINE TYPES

HIDDEN

EXISTING CONSTRUCTION

COMMON DETAIL LINE

NEW CONSTRUCTION

GRADE

MEMBRANE/PARGING

BEAM

FLOOR JOIST

TRUSS

HEADER/LINTEL

DEMOLISHED

SPRAY-IN INSULATION

BATT INSULATION

BEDROCK

RIGID INSULATION/ICF

ASPHALT SHINGLES

BACKFILL

REBAR

6" DIAMETER

"F" FLOOR FRAMING INCLUDING

GIRDERS AND BEAMS

"R" ROOF FRAMING

"FR" FLOOR AND ROOF FRAMING

DESIGNATION FOR

STRUCTURAL

COMPONENTS THAT ARE

OF TRUSS CONSTRUCTION

1/4"

REFLECTIVE WHITE

ROMAN ALPHANUMERIC

DESIGNATION OF

CONSTRUCTION TYPE BASED

ON SECTION 602 OF THE

BUILDING CODE OF NEW

YORK STATE

REFLECTIVE

RED PANTONE

(PMS) #187

1/2' STROKE

PROVIDE (1) 6" STICKER ON EACH EXTERIOR DOOR

CODE SECTION CODE TOPIC

REQUIRED OR

ALLOWED

ACTUAL

GENERAL CODE DATA

SECTION 3/SECTION 5 OCCUPANCY CLASSIFICATION

SECOND FLOOR - BUSINESS / B 19,000 S.F. 905 S.F.

16,500 S.F. 1,710 S.F.THIRD FLOOR - RESIDENTIAL / R-2

IIIB

SECTION 6

FIRE RESISTANCE RATING REQUIREMENTS

BEARING WALLS-EXTERIOR 0

BEARING WALLS-INTERIOR 0

NON-BEARING WALLS & PARTITIONS 0

FLOOR CONSTRUCTION (INCLUDING SUPPORT

BEAMS AND JOISTS) 0

Table 601

SECTION 7 CODE TOPIC

708 FIRE PARTITIONS REQUIRED OR ALLOWED ACTUAL

CORRIDORS 1/2 HOUR 1 HOUR

708.3 DWELLING SEPARATION

711 HORIZONTAL ASSEMBLIES B TO R-2

716.5 OPENING PROTECTIVE

DOORS @ CORRIDORS 20 MIN.

SECTION 9 FIRE PROTECTION

903 AUTOMATIC SPRINKLER SYSTEM NO NO

907 FIRE ALARM & DETECTION SYSTEM YES YES

SECTION 10 0CCUPANCY LOADS

ACTUAL

SPACE DESCRIPTION AREA PER

OCCUPANT

BUSINESS

ROOF CONSTRUCTION (INCLUDING SUPPORT

BEAMS AND JOISTS)

STRUCTURAL FRAME (INCLUDING SUPPORT

BEAMS AND JOISTS)

SQ. FOOTAGESQ. FOOTAGE

CODE TOPIC

TOTAL RENOVATION SQ.FOOTAGE 2,615 S.F.

AREA OCCUPANT

LOAD

905 S.F. 6150 S.F.

RESIDENTIAL 1,710 S.F. 8200 S.F.

SECTION 29 /403.1 IBCPC PLUMBING FIXTURE REQUIREMENTS

TOTAL OCCUPANCY FOR THE CALCULATIONS SHALL BE 6 PERSONS

ACTUAL

WATER CLOSETS LAVATORIES

REQUIRED

ACTUAL

1 PER 25 FOR THE FIRST 50 1 PER 25 FOR THE FIRST 50

THIS PROJECT HAS BEEN DESIGN BY THE PROFESSIONAL OFFICE OF GYMO, ARCHITECTURE, ENGINEERING & LAND SURVEYING, DPC IN ACCORDANCE WITH LATEST INTERNATIONAL BUILDING CODES. THESE BUILDING CODES CONSIST OF THE 2020 BUILDING CODES OF NEW YORK STATE, AND 2020 FIRE CODE, 2020 EXISTING BUILDING CODE.

20 MIN.

1/2 HOUR 1 HOUR

1 HOUR 1 HOUR

REQUIRED OR ALLOWED ACTUAL

STAIR /STAIRWAY 1 HOUR 1 HOUR

1 WATER CLOSET

DISTANCE OF TRAVEL REQUIRED/ ALLOWED ACTUAL

BUSINESS 50 L.F. LESS THAN 50 L.F.

RESIDENTIAL 50 L.F. LESS THAN 50 L.F.

1 LAVOTORY

602 CONSTRUCTION TYPE

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

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C T

L O

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As indicated

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FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

BID DOCUMENTS

No. Description Date

GFI

D W

10'-0"

36"X80"

EMERGENCY

EGRESS WINDOW

36"X80"

EMERGENCY

EGRESS WINDOW

C S

S SMOKE DETECTOR

COMBINATION SMOKE AND CARBON MONOXIDE

DETECTOR WITH BLUETOOTH INTERCONNECT

EXIT SIGN

EXIT LIGHT

LIFE SAFETY LEGEND

FIRE ALARM - AUDIO VISUAL ALARM

FIRE ALARM - VISUAL ALARM

FIRE EXTINGUISHER

TRAVEL DISTANCE

1 HOUR FIRE RATING

C S

36"X80"

EMERGENCY

EGRESS WINDOW

36"X80"

EMERGENCY

EGRESS WINDOW

C S

FURNACE

C S

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

1/4" = 1'-0"

C U s e rs

\j e s s e \G

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NOT FOR CONSTRUCTION

PLAN

NORTH

1/4" = 1'-0"

SECOND FLOOR ELECTRICAL PLAN

PLAN

NORTH

1/4" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

NOTE:

• INSTALL (1) COMBINATION SMOKE AND CARBON

MONOXIDE DETECTORS WITH BLUTOOTH

INTERCONNECT ON THE FIRST FLOOR OUTSIDE

THE CAFE KITCHEN SPACE AND IN THE BASEMENT

IN THE VICINITY OF HVAC EQUIPMENT

PROTECT AND PRESERVE

EXISTING RECEPTION

WINDOW AND TIRM

LOAD BEARING WALL, PROVIDE

TEMPORARY SUPPORT TO

JOISTS ABOVE WHEN REMOVING

WALL AND PRIOR TO INSTALLING

LVL

IDENTIFY AND REMOVE

ANY OBSOLETE,

RELOCATE ANY EXISTING

PIPES TO REMAIN AS

NECESSARY

-ITEMS TO BE DEMOLISHED

-EXISTING CONSTRUCTION

INSPECT AREA BEFORE

DEMOLITION TO INSURE

MINIMAL DISTURBANCE

OF EXISTING CASEWORK

AND TRIM

IDENTIFY AND REMOVE

ANY OBSOLETE PIPING,

RELOCATE ANY EXISTING

PIPES TO REMAIN AS

NECESSARY

LOAD BEARING WALL, PROVIDE

TEMPORARY SUPPORT TO

JOISTS ABOVE WHEN REMOVING

WALL AND PRIOR TO INSTALLING

LVL

LOAD BEARING WALL, PROVIDE

TEMPORARY SUPPORT TO

JOISTS ABOVE WHEN REMOVING

WALL AND PRIOR TO INSTALLING

LVL

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

1/4" = 1'-0"

C U s e rs

\j e s s e \G

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FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

DEMOLITION NOTES:

1. CONTRACTOR SHALL VERIFY EXTENT OF NEW CONSTRUCTION AND IDENTIFY ANY

CONFLICTING ISSUES NOT DEPICTED WITHIN THESE DRAWINGS PRIOR TO DEMOLITION

2. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ANY AND ALL DEMOLISHED

MATERIAL

3. WORK SHOWN ON THIS PLAN AFFECTS, AND IS AFFECTED BY, THE WORK SHOWN ON

SEVERAL OTHER DRAWINGS FOR THIS PROJECT. IT IS VERY IMPORTANT ALL

CONTRACTORS ARE FAMILIAR WITH THE SCOPE OF WORK SHOWN ON ALL DRAWINGS

PRIOR TO THE START OF ANY DEMOLITION WORK.

4. DO NOT REMOVE ITEMS SHOWN FOR DEMOLITION IF THE STRUCTURAL INTEGRITY OF

ADJACENT OR RELATED CONSTRUCTION APPEARS TO BE COMPROMISED OR WILL BE

ADVERSELY AFFECTED BY THE REMOVAL OF THE ITEMS SHOWN AS MIGHT BE APPARENT

PRIOR TO DEMOLITION. CONTACT THE ARCHITECT IF THIS CONDITION IS APPARENT PRIOR

TO THE START OF WORK.

5. ALL EXISTING COLUMNS BEAMS, SUPPORTS AND FASTENERS SHALL REMAIN IN PLACE

UNLESS OTHERWISE NOTED TO BE REMOVED OR ALTERED.

6. UNIDENTIFIED AND UN-ASSESSED ASBESTOS: WHEN ANY CONSTRUCTION ACTIVITY, SUCH

AS DEMOLITION, REMODELING, RENOVATION OR REPAIR WORK REVEALS POSSIBLE

ASBESTOS CONTAINING MATERIAL (PACM) OR SUSPECTED MISCELLANEOUS ASBESTOS

CONTAINING MATERIAL (ACM) WHICH HAS NOT BEEN IDENTIFIED BY THE ASBESTOS

SURVEY, OR HAS NOT BEEN IDENTIFIED BY OTHER INSPECTIONS (AS PER CURRENT OSHA

OR EPA REQUIREMENTS) ALL ACTIVITIES SHALL CEASE IN THE AREA WHERE THE PACM OR

SUSPECT MISCELLANEOUS ACM IS FOUND. THE ARCHITECT/OWNER WILL BE IMMEDIATELY

INFORMED, AND WORK IN THIS AREA SHALL NOT COMMENCE UNTIL SUCH TIME THAT THE

MATERIAL HAS BEEN PROPERLY IDENTIFIED EITHER THROUGH SAMPLING AND

LABORATORY ANALYSIS OR BY OTHER APPROPRIATE MEANS. IF THE MATERIAL IS

POSITIVELY IDENTIFIED AS NOT CONTAINING ASBESTOS, THE CONTRACTORS WORK SHALL

CONTINUE. IF THE MATERIAL IS FOUND TO CONTAIN ASBESTOS, A CERTIFIED ASBESTOS

ABATEMENT CONTRACTOR MUST REMOVE THIS MATERIAL.

7. PRIOR TO PROCEEDING WITH WORK REINFORCEMENT AND OR SUPPORT SATISFACTORY

TO ARCHITECT AND STRUCTURAL ENGINEER SHALL BE PROVIDED BY CONTRACTOR PRIOR

TO CUTTING INTO STRUCTURAL PORTIONS OF THE BUILDING.

8. EXISTING ASBESTOS/LEAD SURVEY IS PROVIDED IN THE SPECIFICATIONS FOR

CONTRACTORS REVIEW AND USE.

9. LATHE AND PLASTER HAS BEEN REMOVED FROM ALL WALLS IN WORK AREA INCLUDING

EXTERIOR WALLS AND CEILING.

PLAN

NORTH

1/4" = 1'-0"

SECOND FLOOR CONCEPT

PLAN

NORTH

1/4" = 1'-0"

THIRD FLOOR DEMO PLAN

EXISTING DOORS TO BE

REMOVED AND REPLACED WITH

NEW DOORS TO MATCH HISTORIC

TIME PERIOD OF THE BUILDINGS

ERECTION. CONTRACTOR TO

VERIFY SIZES AND NECESSARY

INSTALLATION REQUIREMENTS.

ALL BUILDING STOREFRONTS TO

BE REHABILITATED

SUFFICIENTLY AND WITH

APPROPIATE MATERIALS AND

PAINTED PER RENDERING, SEE

A-201.

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING

THIS PROJECT. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

2. THE DETAILED PLANS FOR THIS CONTRACT HAVE BE PREPARED WITH

CARE AND ARE INTENDED TO SHOW AS CLEARLY AS IS PRACTICABLE THE

WORK REQUIRED TO BE DONE. THE CONTRACTOR MUST REALIZE, HOWEVER,

THAT CONSTRUCTION DETAILS CAN NOT ALWAYS BE ACCURATELY

ANTICIPATED AND THAT IN EXECUTING THE WORK, FIELD CONDITIONS MAY

REQUIRE REASONABLE MODIFICATIONS IN THE DETAILS OF PLANS AND

QUANTITIES OF WORK INVOLVED. WORK UNDER ALL ITEMS IN THE CONTRACT

MUST BE CARRIED OUT TO MEET THESE FIELD CONDITIONS TO THE

SATISFACTION OF THE ARCHITECT AND IN ACCORDANCE WITH HIS

INSTRUCTIONS AND THE CONTRACT SPECIFICATIONS.

3. THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE

REQUIRED AS THE CONTRACT PROGRESSES WHICH IS NOT SHOWN OR

NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE

CONTRACTOR ONLY AFTER BEING AUTHORIZED BY THE ARCHITECT WITH

ADDITIONAL PAYMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

AND CONTRACT AGREEMENT WITH THE OWNER.

4. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO OBTAIN ALL REQUIRED

PERMITS FOR THIS JOB.

5. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS.

6. WORK SHOWN ON THIS PLAN AFFECTS, AND IS AFFECTED BY, THE WORK

SHOWN ON SEVERAL OTHER DRAWINGS FOR THIS PROJECT. IT IS VERY

IMPORTANT ALL CONTRACTORS ARE FAMILIAR WITH THE SCOPE OF WORK

SHOWN ON ALL DRAWINGS PRIOR TO THE START OF ANY DEMOLITION WORK.

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

1/4" = 1'-0"

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-101

S T

F L O

O R

P L A

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

PLAN

NORTH

1/4" = 1'-0"

FIRST FLOOR PLAN

UPUP

OFFICE SPACE

25' - 9 1/2" +/-

26' - 5 1/4"

4' - 9" 10' - 0" 16' - 9 1/4" +/-

4' - 8 3/4" +/-

6' - 0 3/4"

2' - 0"

2' - 5" 2' - 0"

7' - 9"

2X6 BUILT UP

COLUMN OR 7"

PSL (TYP.)

(TYP.)

COLUMN

(TYP.)

COLUMN

(3) PLY

11-7/8" X

1-3/4" LVL

(TYP.)

COLUMN

3' - 0"

PRESERVE

EXISTING TRIM

AND RECEPTION

WINDOW

1" GAP BETWEEN WALL

AND EXISTING

TRIM/RECEPTION

WINDOW

-NEW CONSTRUCTION

-EXISTING CONSTRUCTION

EXISTING SAN.

33 SF

Room

CORRIDOR

A-401

5' - 0" +/- 8' - 0" 8' - 0" +/-

SEE FINISH NOTE 1

TYPICAL INTERIOR WALL CONSTRUCTION.W1

1 HR. FIRE RATED

WALL

5/8" TYPE "X" GWB, BOTH SIDES

SAFB AS REQUIRED

2X4 @16" O.C.

5/8" TYPE "X" GWB, BOTH SIDES

SAFB AS REQUIRED

2X4 @16" O.C.5

5/8" TYPE "X" GWB, BOTH SIDES

SAFB AS REQUIRED

2X4 @16" O.C.

FURRING STRIP OR HAT CHANNEL

EXISTING STUDS TRUE 2" X 4"

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

As indicated

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-102

S E

C O

N D

F L O

O R

P L A

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

PLAN

NORTH

1/4" = 1'-0"

SECOND FLOOR PLAN

1 1/2" = 1'-0"A-102

2 WALL TYPES

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THIS PROJECT. REPORT

ANY DISCREPANCIES TO THE ARCHITECT.

2. THE DETAILED PLANS FOR THIS CONTRACT HAVE BE PREPARED WITH CARE AND ARE INTENDED TO SHOW AS CLEARLY AS IS PRACTICABLE THE WORK REQUIRED TO BE DONE. THE CONTRACTOR MUST REALIZE, HOWEVER, THAT CONSTRUCTION DETAILS CAN NOT ALWAYS BE ACCURATELY ANTICIPATED AND THAT IN EXECUTING THE WORK, FIELD CONDITIONS MAY REQUIRE REASONABLE MODIFICATIONS IN THE DETAILS OF PLANS AND QUANTITIES OF WORK INVOLVED. WORK UNDER ALL ITEMS IN THE CONTRACT MUST BE CARRIED OUT TO MEET THESE FIELD CONDITIONS TO THE SATISFACTION OF THE ARCHITECT AND

IN ACCORDANCE WITH HIS INSTRUCTIONS AND THE CONTRACT SPECIFICATIONS.

3. THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT PROGRESSES WHICH IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR ONLY AFTER BEING AUTHORIZED BY THE ARCHITECT WITH ADDITIONAL PAYMENT IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONTRACT AGREEMENT WITH THE OWNER.

4. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS FOR THIS JOB.

5. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS.

6. DIMENSIONS FROM EXISTING WALLS TO NEW WALLS ARE FROM EXISTING FINISH TO FACE OF NEW STUD

7. DIMENSIONS FROM NEW WALL TO NEW WALL ARE FROM FACE OF STUD TO FACE OF STUD

FINISH NOTES:

1. WHERE NEW PARTITIONS ARE BUILT TO EXTEND OR CONTINUE AN EXISTING

PARTITION, USE FURRING STRIPS OR HAT CHANNELS BETWEEN THE GYP

BOARD AND NEW STUDS TO INSURE THE GYP FINISH ON THE NEW PARTITIONS

IS ON THE SAME PLANE AS EXISTING PARTIONS, SEE 3/A-102.

2. EXISTING GYP BOARD THAT REMAINS IN COMMERCIAL SPACES SHALL RECEIVE

NEW 4" COVE BASE AND PAINT (SELECTED BY OWNER)

3. OFFICE SPACE 01/02, TOILET ROOM, AND CORRIDOR TO RECEIVE NEW 5/8"

TYPE "X" GWB, PRIMER, 2 COATS OF FINISH PAINT, 4" COVE BASE, (2) LAYERS

5/8" TYPE "X" GWB CEILING WITH FIRE CAULK AT EDGES AND AROUND ANY AND

ALL CEILING PENETRATIONS.

4. CORRIDOR 18 TO RECEIVE A 20 OZ. COMMERCIAL CARPERT

5. MOHAWK/PERGO 1/2" WATER RESISTANT VINYL PLANK FLOORING IN

COMMERCIAL OFFICES

1 1/2" = 1'-0"A-102

3 EXISTING TO NEW PARTITION TRANSISTION DETAIL

D W

121 SF

BEDROOM

253 SF

LIVING ROOM

493 SF

LIVING ROOM

180 SF

BEDROOM

70 SF

BATHROOM

16' - 11 3/4" +/- 2' - 8"

49 SF

BATHROOM

W /D

INFILL EXISTING OPENING

15' - 0" +/-

18' - 7" 2' - 10"

11' - 4" +/-

4' - 0"

3' - 2"

12' - 3 1/4" +/- 15' - 1" +/-

EXISTING FRENCH DOORS

2' - 6"

16' - 0"

4' - 0" 9' - 11"

3' - 7 1/2" +/-

W2 W2

W2 W1

W1 W1

INFILL

EXISTING

OPENING

2' - 0"

GENERAL NOTES:

1. ALL NEW INTERIOR WALLS TO RECIEVIE GWB, FINISHED WITH PAINT

(COLOR BY OWNER) AND WOOD BASE TRIM

2. EXISTING HARDWOOD FLOORS REMAIN

3. NEW 5/8" TYPE "X" GWB CEILING THRUOUGHT BOTH APARTMENT SPACES

4. EXTERIOR WALLS OF EXPOSED BRICK TO RECEIVE 5/8" TYPE "X" GWB

FINISH.

5. ALTERNATE #1: EXTERIOR WALLS OF EXPOSED BRICK TO BE CLEANED AND

REPAIRED AS NECESSARY TO PRODUCE AN APPROPIATE ROOM FINISH

6. BASE TRIM TO BE 1X4 PINE OR OTHER PROFILE SELECTED BY OWNER

7. PARTITIONS DIVIDING APARTMENTS TO RECEIVE 3" SAFB

8. PARTITIONS DIVIDING APARTMENTS FROM CORRIDOR TO RECEIVE 3" SAFB

9. APPLIANCES TO BE SELECTED BY OWNER

2X6 BUILT UP

COLUMN (TYP.)

(TYP.) COLUMN

(TYP.)

COLUMN

(3) PLY 14"X 1-3/4" LVL

EXISTING WALL TO

RECIEVE 5/8" TYPE

"X" GWB (EACH SIDE)

1 HR. FIRE RATING

-NEW CONSTRUCTION

-EXISTING CONSTRUCTION

(TYP.) COLUMN

(3) PLY 14"X 1-3/4" LVL

A-401 18' - 7"

12' - 6 1/4" +/-

A-202

TYPICAL INTERIOR WALL CONSTRUCTION.W1

1 HR. FIRE RATED

WALL

5/8" TYPE "X" GWB, BOTH SIDES

SAFB AS REQUIRED

2X4 @16" O.C.

5/8" TYPE "X" GWB, BOTH SIDES

SAFB AS REQUIRED

2X4 @16" O.C.

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

As indicated

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-103

T H

F L O

O R

P L A

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

PLAN

NORTH

1/4" = 1'-0"

THIRD FLOOR PLAN

1 1/2" = 1'-0"A-103

2 WALL TYPES

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THIS PROJECT. REPORT

AND DISCREPANCIES TO THE ARCHITECT.

IN ACCORDANCE WITH HIS INSTRUCTIONS AND THE CONTRACT SPECIFICATIONS.

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONTRACT AGREEMENT WITH THE OWNER.

4. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS FOR THIS JOB.

5. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS.

6. DIMENSIONS ARE FROM FACE OF EXTERIOR STUD TO INTERIOR STUD.

FINISH NOTES:

1. WHERE NEW PARTITIONS ARE BUILT TO EXTEND OR CONTINUE

AN EXISTING PARTITION, USE FURRING STRIPS OR HAT

CHANNELS BETWEEN THE GYP BOARD AND NEW STUDS TO

INSURE THE GYP FINISH ON THE NEW PARTITIONS IS ON THE

SAME PLANE AS EXISTING PARTIONS, SEE 3/A-102.

2. EXISTING GYP BOARD THAT REMAINS IN COMMERCIAL SPACES

SHALL RECEIVE NEW 4" COVE BASE AND PAINT (SELECTED BY

OWNER)

3. ALL ROOMS/CORRIDORS/ CLOSETS TO RECEIVE NEW 5/8" TYPE

"X" GWB, PRIMER, 2 COATS OF FINISH PAINT, 4" WOOD TRIM

BASE, (1) LAYERS 5/8" TYPE "X" GWB CEILING

4. ALL EXTERIOR WALLS IN APARTMENTS TO RECIEVE A 5/8" TYPE

"X" GWB FINISH OVER THE EXPOSED BRICK,

5. ALTERNATE #1 WILL BE TO RESTORE ALL EXPOSED BRICK ON

THE INTERIOR OF APARTMENT WALLS TO A SATISFACTORY

INTERIOR FINISH. REPLACE ANY DETERORIATING BRICK IN KIND,

REMOVE ANY HARDWARE/FASTENERS THAT REMAIN.

6. SEAL ANY GAPS AROUND EXISTING WINDOWS FROM THE

INTERIOR WITH EXPANDING FOAM. INSTALL 1X4 WOOD TRIM

AROUND WINDOWS. STAIN/PAINT PER OWNERS DIRECTION.

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

N :C

U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-201

F A

S C

A D

E U

P G

R A

D E

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

STEEL BEAM TO

RECEIVE NEW

PAINT TO MATCH

STOREFRONTS

NEW PAINT AROUND ALL

STOREFRONTS INLCUDING

MULLIONS

NEW METAL DOOR TO

MATCH HISTORIC

FASCADE

PAINT EXISTING EXTERIOR

WOOD WINDOW CASINGS ON

SECOND AND THIRD FLOOR TO

MATCH FIRST FLOOR COLOR

SCHEME

PAINT TRIM/MOLDING TO

MATCH NEW COLOR SCHEME

30" 12" 21"

21"30"12"

2' - 6"

VENTLESS HOOD

PLASTIC LAMINATE

COUNTERTOP (TYP).

DISHWASHER

2' - 0"

REFRIGERATOR

2' - 2"

27"

33"

30" 27" 30" 27"

27"27"

VENTLESS

HOOD

PLASTIC LAMINATE

COUNTERTOP (TYP)

2' - 6"

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

1/2" = 1'-0"

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-202

E R

E L E

V A

N S

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

1/2" = 1'-0"A-202

5 KITCHEN ELEVATION

1/2" = 1'-0"A-202

1 KITCHEN ELEVATION

1/2" = 1'-0"A-202

4 KITCHEN ELEVATION

1/2" = 1'-0"A-202

3 KITCHEN ELEVATION

1/2" = 1'-0"A-202

2 KITCHEN ELEVATION

1' - 4"

EXISTING JOISTS

2X BEARING BLOCKING

(SAME DEPTH AS JOISTS)

JOIST HANGERS

COLUMN

*TYPICAL @ALL NEW

COLUMN LOCATIONS

EXISTING BEARING WALL

OR NEW LVL BELOW

SECOND FLOOR

13' - 2"

THIRD FLOOR

24' - 3"

2X6 BUILT UP COLUMN

GLUED AND SCREWED,

WRAP WITH GWB AND TRIM

(3) PLY 1-3/4"X14" LVL

SIMPSON MOUNTING BRACKET

EXISTING JOISTS

EXISTING HARDWOOD

FLOORING TO BE

REFURBISHED

2X BEARING

BLOCKING UNDER

EACH POST, REFER

TO DETAIL

MOHAWK/PERGO 1/2"

WATER RESISTANT VINYL

PLANK FLOORING IN

COMMERCIAL OFFICES

4" COVE BASE

(2) LAYERS 5/8" TYPE "X"

GWB (1 HR. RATED

CEILING)

2X BEARING BLOCKING

UNDER EACH POST

BEYOND, REFER TO

DETAIL

BUILT UP COLUMN GLUED

AND SCREWED, WRAPPED

WITH GWB AND TRIM

(BEYOND)

(3) PLY 1-3/4"X14" LVL

EXISTING JOISTS

EXISTING BEARING BELOW

EXISTING JOISTS

EXISTING STONE

FOUNDATION

EXISTING ROOF BEARING

A-401

FIRE CAULK ALL JOINTS,

PENETRATIONS, AND FULL

PERIMETER OF CEILING

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

As indicated

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

A-401

W A

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E C

N S

2022-078

S E

C O

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B U

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N O

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8/28/2023

JLI

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FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

1" = 1'-0"A-401

1 2X BEARING BLOCKING DETAIL

3/4" = 1'-0"A-401

2 SECTION

5/8" GYPSUM BOARD

1X WOOD TRIM

RAISED PANEL WOOD DOOR

5/8" GYPSUM BOARD

1X WOOD TRIM

RAISED PANEL WOOD DOOR

HEADHEAD

5/8" GYPSUM BOARD

1X WOOD TRIM

BI- FOLD DOOR

TRACK

HEAD

5/8" GYPSUM BOARD

1X WOOD TRIM

RAISED PANEL WOOD DOOR

JAMB

5/8" GYPSUM BOARD

1X WOOD TRIM

BI- FOLD DOOR

JAMB

5/8" GYPSUM BOARD

1X WOOD TRIM

RAISED PANEL WOOD DOOR

JAMB

TYPE "A"

FLUSH PANEL

WOOD DOOR

FIRE RATED

TYPE "B"

FLUSH PANEL

WOOD DOOR

FIRE RATED

TYPE "C"

2 PANEL BI FOLD

WOOD DOOR

TYPE "D"

4 PANEL BI FOLD

WOOD DOOR

TYPE "E"

EXISTING WOOD

FRAMED FRENCH

DOOR

TYPE "F"

RAISED PANEL 3/4

LITE METAL DOOR

TO MATCH

HISTORICAL PERIOD

TYPE "G"

RAISED PANEL 1/2

LITE METAL DOOR

TO MATCH

HISTORICAL PERIOD

11 12

19 20

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

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As indicated

C U s e rs

\j e s s e \G

Y M

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rv t

A-601

D O

O R

S C

H E

D U

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A N

D D

E T

2022-078

S E

C O

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B U

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N O

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8/28/2023

JLI

SWS

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Door Schedule

Mark Width Height Type Mark Fire Rating Description

01 3' - 0" 6' - 8" A 3/4 HR. RATED

02 3' - 0" 6' - 8" B

03 3' - 0" 6' - 8" B

04 3' - 0" 6' - 8" B

05 3' - 0" 6' - 8" A 3/4 HR. RATED

06 3' - 2" 6' - 8" -- CASED OPENING

10 3' - 0" 6' - 8" A 3/4 HR. RATED

11 3' - 0" 7' - 0" C CLOSET DOOR

12 3' - 0" 6' - 8" B

13 3' - 0" 6' - 8" C CLOSET DOOR

14 3' - 0" 6' - 8" B

15 4' - 0" 6' - 8" D CLOSET DOOR

16 4' - 0" 6' - 8" D CLOSET DOOR

17 3' - 0" 6' - 8" A 3/4 HR. RATED

18 3' - 0" 7' - 0" C CLOSET DOOR

19 3' - 0" 7' - 0" C CLOSET DOOR

20 3' - 0" 6' - 8" B

21 3' - 0" 6' - 8" B

22 3' - 0" 7' - 0" C CLOSET DOOR

23 0" 0" E EXISTING FRENCH DOORS, OWNER TO REFURBISH OR REMOVE

24 3' - 0" 6' - 8" B

30 3' - 0" 8' - 0" G ENTRY TO STAIRS/UPPER FLOORS

31 3' - 0" 8' - 0" F ENTRY TO COMMERCIAL SPACE

32 3' - 0" 8' - 0" F ENTRY TO COMMERCIAL SPACE

1 1/2" = 1'-0"A-601

2 DOOR DETAILS

1/4" = 1'-0"

DOOR LEGEND

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

PLAN

NORTH

1/8" = 1'-0"

SECOND FLOOR DOOR PLAN

PLAN

NORTH

1/8" = 1'-0"

THIRD FLOOR DOOR PLAN

PLAN

NORTH

1/8" = 1'-0"

FIRST FLOOR DOOR PLAN

*NOTE*

ALTERNATE #2-INCLUDE PRICING FOR DOOR

TYPES "G" AND "F" TO MATCH EXISTING HEIGHT

GFI

GENERAL NOTES:

1. FLOOR DRAINS SHALL BE 3" UNLESS INDICATED OTHERWISE.

2. 1/2" RUNOUTS TO FIXTURES UNLESS OTHERWISE NOTED,

6FT MAX.

3. PROVIDE ALL EQUIPMENT WITH ISOLATION VALVES WHICH

SHALL BE SINGLE HANDLE BALL VALVES.

4. PLUMBING MATERIALS USED MUST BE VERIFIED BY THIS

CONTRACTOR WITH LOCAL PLUMBING CODE ENFORCEMENT

OFFICIALS.

5. DOMESTIC WATER DISTRIBUTION PIPING SHOWN ON THIS

SCHEMATIC PLAN SHALL BE RUN THROUGH FLOOR OR IN

NEW CONSTRUCTION WITHIN CAVITY WALLS UNLESS

OTHERWISE INDICATED. TIE-IN BELOW FLOOR

CONSTRUCTION.

6. ALL DOMESTIC WATER PIPING SHALL BE INSULATED AS

REQUIRED BY NY ENERGY CONSERVATION CODE.

7. COORDINATE AND PAY FOR ALL PERMITS FROM THE

MUNICIPALITY.

8. PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF

THE LOCAL MUNICIPAL PLUMBING CODE, THE BUILDING

CODE OF NEW YORK STATE 2020 EDITION, 2020

INTERNATIONAL PLUMBING CODE.

9. ALL CLEANOUTS SHALL BE IN ACCESSIBLE LOCATIONS

BELOW THE FLOOR CONSTRUCTION.

10. PROVIDE SHUT-OFF VALVES AT ALL MAIN HOT AND COLD

WATER SUPPLY LINE.

11. SLOPE HORIZONTAL DRAIN LINES AND VENT PIPING AND

DOMESTIC WATER LINES AT A MIN 1/4" PER FOOT.

12. THIS PLAN IS IN PART DIAGRAMMATICAL, FINAL LOCATIONS

OF FIXTURES AND PIPING NEEDS TO BE COORDINATED

WITH OTHER CONSTRUCTION COMPONENTS OF THIS

BUILDING. PLUMBING CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES TO ENSURE NO CONFLICTS EXIST.

13. CONNECT ALL VENT PIPING ABOVE CEILING SYSTEM TO

EXISTING COLLECTOR VENT THROUGH ROOF OR AS

APPROVED BY ARCHITECT. ROOF PENETRATIONS TO BE

PERFORMED BY A CERTIFIED EPDM CONTRACTOR

14. ALL DUCT WORK TO BE INSTALLED IN ATTIC SPACE AND

PROPERLY INSULATED. COORDINATE RETURN AIR

REQUIREMENTS WITH HVAC CONTRACTOR

SANITARY WASTE

HOT/COLD WATER LINE

PLUMBING LEGEND

VENT PIPING

PLUMBING CONNECTION AT

FIXTURE (HW/CW/SAN.)

VENT PIPING THRU ROOF (VTR)

WALL CLEAN OUT (WCO)

INSULATED METAL DUCT

INSULATED FLEXIBLE DUCT

MECHANICAL LEGEND

CFM-CUBIC FEET PER MINUTERA -RETURN AIR DUCT

SA -SUPPLY AIR DUCT

1/2" H.W. & 1/2" C.W.

1/2" C.W.

1/2" C.W.1/2" H.W. & 1/2" C.W.

3" SAN.

1-1/2"

SAN.

1-1/2"

SAN.

1/2" H.W. & 1/2" C.W.

C.O.

2" SAN.

3" SAN.

1-1/2"

SAN.

2" SAN.

3" V.T.R.

EXISTING SANITARY

DOWN TO SECOND

FLOOR

4" DRYER VENT, RUN

VERTICALLY TO

ATTIC SPACE AND

HORIZONTALLY TO

OUTSIDE WALL

NEW PROPANE GAS FORCED AIR FURNACE,

105,000 BTU OUTPUT MIN. ,

(1) ZONE PER APARTMENT, INSTALLED ON

3/4" ADVANTECH PLYWOOD SHEATHING IN

ATTIC SPACE, CONNECT CONDENSATEP

PIPING TO EXISTING SAN.

FURNACE INTAKE,

SIZE PER MANF.

RECOMENDATION

FURNACE EXHAUST,

SIZE PER MANF.

RECOMENDATION

F/L

SIDE WALL EXHAUST DUCT

50 CFM

255 CFM

250 CFM

50 CFM

255 CFM

125 CFM

250 CFM

125 CFM

10"⌀ METAL

DUCT

8"⌀ METAL DUCT

6"⌀ FLEX DUCT

6"⌀ FLEX

DUCT

6"⌀ FLEX

DUCT

6"⌀ FLEX DUCT

6"⌀ FLEX

DUCT

6"⌀ FLEX

DUCT

6"⌀ FLEX

DUCT

RETURN AIR CHASE, (TYP)

1/2" H.W. & 1/2" C.W.

1/2" H.W.

1" SAN.

1/2" H.W.

1" SAN.

F U

R N

A C

1/2" H.W. & 1/2" C.W.

1/2" C.W.

1-1/2" SAN.

3" SAN.

3" V.T.R.

EXISTING SAN.

40,000 BTU DIRECT VENT

PROPANE HEATER

(COORDINATE WITH

HVAC CONTRACTOR)

VENT

40,000 BTU DIRECT VENT

PROPANE HEATER

(COORDINATE WITH

HVAC CONTRACTOR)

VENT

CONNECT TO

PROPANE

SUPPLY,

LOCATION BY

OWNER

CONNECT TO

PROPANE

SUPPLY,

LOCATION BY

OWNER

F/L

SIDE WALL EXHAUST DUCT

50 CFM

PROJECT NO:

DATE ISSUED:

DRAWN BY:

CHECKED BY:

IT IS A VIOLATION OF SECTION

7209, SUBDIVISION 2, OF THE

NEW YORK STATE EDUCATION

LAW FOR ANY PERSON, UNLESS

ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL

ENGINEER OR LAND SURVEYOR

TO ALTER THIS DOCUMENT IN

ANY WAY. IF ALTERED, SUCH

LICENSEE SHALL AFFIX HIS OR

HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE, DATE

AND A SPECIFIC DESCRIPTION

OF ALTERATION.

DRAWING NO.

LAST REVISED

SCALE:

& LAND SURVEYING, D.P.C.

ARCHITECTURE, ENGINEERING

GYMO

REVISIONS

SEAL:

WWW.GYMODPC.COM

18969 US Route 11

Watertown, NY 13601

315.788.3900

P R

O J E

C T

L O

C A

1/4" = 1'-0"

C U s e rs

\j e s s e \G

Y M

O D

P C

-0

S e c o re

B u ild in g R e n o v a ti o n s

D o c u m e n ts

A rc h it e c tu ra l\ M a lo n e

P ro je c t.

rv t

P-101

P L U

M B

A N

D M

E C

H A

A L S

C H

E M

A T

2022-078

S E

C O

R E

B U

R E

N O

V A

N S

8/28/2023

JLI

SWS

E S

T M

S T

R E

E T

M A

L O

N E

R A

N K

C O

U N

T Y

T A

T E

O F

N E

W Y

O R

FOR APPROVALS ONLY

NOT FOR CONSTRUCTION

PLAN

NORTH

1/4" = 1'-0"

THIRD FLOOR PLUMBING PLAN

PLAN

NORTH

1/4" = 1'-0"

SECOND FLOOR PLUMBING PLAN

*NOTE*

INCLUDE IN BID ALTERNATE PRICING FOR A

VRF SYSTEM IN PLACE OF A PROPANE

FURNANCE FOR APARTMENTS AND DIRECT

VENT HEATERS FOR COMMERCIAL SPACES

AND NEW SECOND FLOOR BATHROOM

GFI

G F

I G

F I

G F

GFI GFI

G F

GFI GFI

G F

I G

F I

D W

F L

GENERAL NOTES:

1. THIS PLAN IS IN PART DIAGRAMMATICAL, FINAL LOCATIONS OF

WIRING AND FIXTURES NEED TO BE COORDINATED WITH OTHER

CONSTRUCTION COMPONENTS OF THIS BUILDING. COORDINATE

WITH OTHER TRADES TO ENSURE NO CONFLICTS EXIST.

2. ALL ELECTRICAL WORK SHALL CONFORM TO ALL STATE, LOCAL,

AND NATIONAL ELECTRICAL CODES.

3. ALL CONDUIT AND WIRING SCHEDULES SHALL BE VERIFIED BEFORE

INSTALLATION.

4. ALL BRANCH CIRCUITS SHALL BE 20AMP MINIMUM AND

CONDUCTORS SHALL BE #12 AWG, THHN, COPPER UNLESS

OTHERWISE NOTED OR APPROVED EQUAL.

5. PROVIDE TYPED PANEL SCHEDULE(S) AT NEW ELECTRICAL PANEL

SP1 AND SP2. VERIFY AND UPDATE EXISTING PANEL SCHEDULE.

6. AFCI BREAKERS WILL BE IN ALL AREAS EXCEPT BATHROOM AND

KITCHEN. CONNECT ALL NEW WORK TO NEW SUB PANELS.

CONNECT NEW SUBPANELS TO MDP.

7. EXTERIOR WALLS IN COMMERCIAL SPACE CONTAINS EXISTING

WALL OUTLETS. INSPECT AND REPAIR AS NECESSARY EXISTING

CIRCUITRY. CONNECT TO NEW SUB PANEL.

8. CONTRACTOR SHALL PROVIDE COMPLETE ONE-LINE ELECTRICAL

CIRCUIT DIAGRAM, PANEL SCHEDULES AND EQUIPMENT

INFORMATION AS MAY BE REQUIRED TO THE OWNER AND OTHER

TRADES INVOLVED IN THE WORK.

F/L

C S

1KW ELECTRIC

BASEBOARD

RADIATOR

F/L

SP1

SP2

HOMERUN TO MDP

C S

O S

TO MDP

220 VOLT OUTLET

SURFACE MOUNTED CEILING LIGHT

BATHROOM LIGHT WITH FAN-50CFM MIN.

CABLE TV/DATA

LED LIGHT FIXTURE-WALL MOUNT

ELECTRICAL LEGEND

LED LIGHT FIXTURE - CEILING MOUNT

FAN/LED LIGHT FIXTURE - CEILING

S SWITCH - SINGLE POLE

SWITCH - THREE WAY

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 4, 2024.