Bid Package 16 Academy Street Saranac Lake.pdf

Saranac Lake Energize Downtown Fund

Bid Package for

16 Academy Street, Saranac Lake, NY

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 exterior commercial renovations to be performed on a privately-owned building located at 16 Academy St. in the Village of Saranac Lake. 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 Thursday, March 16, 2023 at 5 PM. Bids shall be emailed to help@adirondackfrontier.com or mailed or delivered to: Franklin County Economic Development Corporation at 355 West Main Street, Suite 428, Malone, NY 12953.

The project must be complete by November 30, 2023.

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 60 days from the date of submission.

This project is funded in part through the Downtown Revitalization Initiative. 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 mailto:help@adirondackfrontier.com

Section 02

Information for Bidders

1. Location of the Work

16 Academy Street, Saranac Lake, NY 12983

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.

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 time and at the place stated in the attached Advertisement For Bids. Bids shall be submitted using the Bid Form in Section 03. Bids will be received by the FCEDC until the time and at the place stated in the attached Advertisement For Bids. Bids shall be emailed to help@adirondackfrontier.com or mailed or delivered to: Franklin County Economic Development Corporation at 355 West Main Street, Suite 428, Malone, NY 12953.

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 the opening of 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 New York State rules and regulations and the Bidder will be presumed to have understood and accepted these 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 mailto:rachel@adirondackfrontier.com 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. 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

Background:

16 Academy Street (the property), is a commercial use 1 story building located at 16 Academy Street, Saranac Lake, NY 12983. The Property was built circa 1950. The property is currently owned by Black Mountain Property Management, LLC. The owners have been awarded grant funding to demolish the existing single story structure and build a new 2-story commercial building.

The owner has provided an architectural sketch for the proposed demolition and new construction.

Permitting / Approvals / Lead Based Paint (LBP)

1. Project will require a building permit issued from the Village of Saranac Lake and inspections as specified by the code officer.

Scope of Work:

Demolition of the existing single-story commercial building. Construction of a new two-story commercial building.

See attached plans and specifications.

Attachments

A. Architectural plans and specifications

B. Demolition survey

Section 04

Bid Form – Page 1 of 4

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

Project Name: 16 Academy Street, Saranac Lake – Demolition & New Construction

Contractor Name:

Proposal Detail

Item Description Bid Price

1. PROJECT PLANNING, DETAILS, AND PERMITTING COSTS

2. REMOVALS

3. ASPHAULT AREAS

4. CONCRETE SIDEWALKS/PADS

5. ELECTRICAL, WATER, AND SEWER TO BUILDING

6. BUILDING EXCAVATION AND BACKFILL

7. TOP SOIL, SEE, MULCH, FENCHING & LANDSCAPING

8. CONCRETE FOOTERS AND WALLS COMPLETE

9. STEGO VAPOR BARRIER

10. EXTERIOR WALL FRAMED AND READY FOR SIDING

11. TRUSSES AND SHEATHING

12. WINDOWS AND EXTERIOR DOORS

13. SIDING, SOFFIT, GUTTERS, AND ACHITECTURAL WORK

14. ROOFING COMPLETE

15. INTERIOR FRAMING

16. INSULATION

17. SHEETROCK

18. TAPE AND PAINT

19. INTERIOR TRIM PACKAGE

20. FLOORING

21. TILE WORK

22. DROP CEILINGS

23. ELECTRICAL

24. PLUMBING

25. HVAC

26. SPRINKLER

27. FIRE ALARM

28. 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.

Company Name Signature

Title Date

Franklin County Main Street Program

Bid Form – Page 2 of 4

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 4

Instructions: Attach documentation of insurance and EPA lead-based paint certification. If you do not have 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

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 Saranac Lake Code, and all other applicable rehabilitation guidelines and standards and be subject to a final inspection by the Village of Saranac Lake.

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 and EPA Lead-based Paint Certification.

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 4

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

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

Drawn By:

BLACK MOUNTAIN

ARCHITECTURE, PLLC

CS

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

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Cover Sheets

Cover Sheet

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

C

ID

CS

AN100

LS100

SP000

SP100

SP101

SP102

D100

S000

S001

S100

S101

S200

S201

S300

S301

S400

S401

S402

S403

A001

A002

A100

A101

A200

A300

A400

A401

A402

A403

A500

A501

A502

A600

A700

E100

M1

M2

M3

P100

Sheet Name Cover Sheet

Architectural Notes

Life Safety Plan

Site Survey

Site Demo Plan

Site Plan

Grading Plan

Demolition Plans

General Notes

General Notes

Foundation Plan

Second Floor and Roof Framing

Building Sections

Moment Frame

Foundation Details

Foundation Details

Framing Details

Framing Details

Framing Details

Framing Details

Door & Window Schedule

Other Schedules

Floor Plans

Roof Plan

Exterior Elevations

Building Sections

Details

Details

Details

Details

Interior Elevations

Interior Elevations

Interior Elevations

RCPs

Floor Finish Plans

Concept Electrical Plans

1st & 2nd Floor Ductwork Plans

1st & 2nd Floor Piping Plans

Mech Equipment Schedules & Details

Concept Plumbing Plans

MAIN ST

LAKEFLOWER

ROUTE 3

BLOOMINGDALE

BROADWAY

LAKE

FLOWER

RTE 3

BLOOMINGDALE AVE

BROADWAY

MAIN ST

CHURCH ST

ACADEM

Y

SYRACUSE

ALBANY

SARANAC LAKE

NEWYORK

VERMONT

BURLINGTON

ADIRONDACKPARK

LAKE

ONTARIO

ADIRONDACK

PARK

SARANAC

LAKE

View from North (Academy Street)

View from South

Interior View from Entry

Interior View from Workstations

SITE

SITE

16 Academy Street Office Reconstruction: Construction Documents Set

PROJECT 3D IMAGES:

VICINITY MAPS:

SHEET INDEX:

ARCHITECT:

Black Mountain Architecture Jesse R. Schwartzberg 16 Academy Street Saranac Lake, N.Y. 12983 518.354.8340

SURVEYOR:

Marvin Land Surveying Bob Marvin Jr.

Lake Placid, 12946 518.523.3218

STRUCTURAL ENGINEER:

Artisan Engineering Ross Golde, John Higgins 120 Graham Way, Suite 124 Shelburne, VT 05482 802.497.3531

PROJECT TEAM:

ENERGY MODELING:

Cultivate Place Dylan Lamar Lea Celestial Portland, OR 541.207.2752

MECHANICAL ENGINEER:

Engineering Services of Vermont Jerry Marshall, Dana Curtis 5430 Waterbury Stowe Rd Waterbury Center, VT 05677 802.882.8449

ARCHITECTURE, PLLC

AN100

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

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Architectural Notes

Architectural Notes

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

C

A.F.F ABOVE FINISH FLOOR LAV. LAVATORY

AAC AUTOCLAVE-AERATED LKR. LOCKER

ACOUS. ACOUSTICAL LVL LAMINATED VANEER

LUMBER

AC ACOUSTICAL CEILING MH. MAN HOLE

ALUM. ALUMINUM MFGR. MANUFACTURER

&. AND MAS. MASONRY

APPROX. APPROXIMATE MECH. MECHANICAL

ARCH. ARCHITECTURAL MEMB. MEMBRANE

AUTO. AUTOMATIC MIR. MIRROR

BOT. BOTTOM MISC. MISCELLANEOUS

BLDG. BUILDING MTL. METEAL

CAB. CABINET MUL. MULLION

C.I.P. CAST IN PLACE NOM. NOMINAL

C.B. CATCH BASIN N. NORTH

CLG. CEILING N.I.C. NOT IN CONTRACT

CEM. CEMENT N.T.S. NOT TO SCALE

CTR. CENTER NO. OR # NUMBER

C.L. CENTER LINE OFF. OFFICE

COL. COLUMN O.C. ON CENTER

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONT. CONTINUOS OPG. OPENING

CONTR. CONTRACTOR O.A. OVERALL

C.J. CONTROL JOINT OVHD. OVERHEAD

CORR. CORRIDOR PR. PAIR

CNTR. COUNTER PNL. PANEL

DEPT. DEPARTMENT PAV. PAVING

DET. DETAIL PTN. PARTITION

DIA. DIAMETER PH. PHASE

DIM. DIMENSION LPAS. PLASTER

DR. DOOR PLBG. PLUMBING

D.O. DOOR OPENING PLYWD. PLYWOOD

DBL. DOUBLE PTN. PRESSURE-TREATED

DN. DOWN POL. POLISHED

DS. DOWN SPOUT P.C. PRECAST CONCRETE

EA. EACH PSL PARALLEL STRAND

LUMBER

E. EAST, ELECTRICAL R.W.L. RAIN WATER LEADER

ELEC. ELECTRICAL RWD. REDWOOD

EL. ELEVATION REF. REFERENCE

EMER. EMERGENCY REFL. REFLECTIVE

ENCL. ENCLOSURE REFR. REFRIGERATOR

EQ. EQUAL REINF. REINFORCED

EQUIP. EQUIPMENT REQ'D REQUIRED

(E) EXISTING RESIL. RESILIENT

EXST. EXISTING REV. REVISION OR REVISED

E.J. EXPANSION JOINT R.O. ROUGH OPENING

EXT. EXTERIOR SAN. SANITARY

E.I.F.S EXTERIOR INSULATION

FINISH SYSTEM SCHED SCHEDULE

F.O. FACE OF SECT SECTION

F.C. FACE OF CONCRETE SSD SEE STRUCTURAL

DRAWINGS

F.F. FACE OF FINISH SED SEE ELECTRICAL

DRAWINGS

F.S. FACE OF STUDS SMD SEE MECHANICAL

DRAWINGS

FIN. FINISH SLD SEE LANDSCAPING

DRAWINGS

F.F.E. FINISH FLOOR ELEVATION SPD SEE PLUMBING

DRAWINGS

F.A. FIRE ALARM SCD SEE CIVIL DRAWINGS

F.E. FIRE EXRINGUISHER SHT. SHEET

F.E.C. FIRE EXRINGUISHER

CABINET SHR. SHOWER

F.H.C. FIRE HOSE CABINET S.C. SOLID CORE

FPRF. FIREPROOF S.C. SOUTH

FPNG. FIREPROOFING SPKR. SPEAKER

FLASH. FLASHING SPEC. SPECIFICATION

FL. FLOOR SPKLR. SPRINKLER

F.D FLOOR DRAIN S.H. SPRINKLER HEAD

FLUOR. FLUORESCENT SQ. SQUARE

FT. FOOT OR FEET SSTL STAINLESS STEEL

FTG. FOOTING STD. STANDARD

FDN. FOUNDATION STA. STATION

FR. FRAME STL. STEEL

FURR. FURRING STOR. STORAGE

FUT. FUT. STR. STRUCTURAL

GALV. GALVANIZED SUSP. SUSPENDED

GA. GAUGE SYM. SYMMETRICAL

G.C. GENERAL CONTRACTOR TEL. TELEPHONE

GL. GLASS T.V. TELEVISION

GR. GRADE TEMP. TEMPERED

GL. GRID LINE T. & G. TONGUE AND GROVE

GYP. GYPSUM T.O. TOP OF

GWB. GYPSUM WALL BOARD T.O.S. TOP OF SLAB

HCP. HANDICAPPED T.O.W. TOP OF WALL

HDWD HARDWOOD TYP TYPICAL

HVAC HEATING, VENTILATION,

AIR CONDITIONING UNF. UNFINISHED

HT. HEIGHT U.O.N. UNLESS OTHERWISE

NOTED

H.C. HOLLOW CORE UR. URINAL

H.M. FOLLOW METAL VB. VAPOR BARRIER

H.B. HOSE BIB V.I.F. VERIFY IN FIELD

HR. HOUR VERT. VERTICAL

INCAN. INCANDESCENT VEST. VESTIBULE

INCL. INCLUDE(D)(ING) WSCT. WAINSCOT

INS. INSULATION W.C. WATER CLOSET

INT. INTERIOR WP. WATERPROOFING

INTUM. INTUMESCENT W. WEST

INV. INVERT W. WIDTH

JAN. JANITOR WDW. WINDOW

JT. JOINT W/ WITH

JST. JOIST W/O WITHOUT

KIT. KITCHEN WD. WOOD

OWNER-PROVIDED,

CONTRACTOR

INSTALLED

O.P.C.I.

1. ALL CONSTRUCTION & DEMOLITION SHALL COMPLY WITH ALL APPLICABLE NATIONAL,

STATE, & LOCAL CODES, INCLUDING ALL OSHA REGULATIONS.

2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PEOPLE

WHO MAY BE ON OR NEAR THE WORK AREA BY MAINTAINING A SAFE WORK AREA, SAFE

WORKING CONDITIONS, & LIMITING ACCESS TO THE WORK AREA.

3. CONTRACTOR IS FULLY RESPONSIBLE FOR THE WORKERS' SAFETY, SAFETY EQUIPMENT,

FIRST-AID, & EMERGENCY HANDLING PROCEDURES.

4. CONTRACTOR SHALL PERSONALLY SUPERVISE THE WORK & SHALL BE PRESENT AT THE

WORK SITE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE

ADEQUATE PERSONNEL FOR THE PROPER COORDINATION & EXECUTION OF THE WORK.

5. ALL DIMENSIONS & ELEVATIONS ARE TO BE USED FOR GENERAL INFORMATION ONLY.

CONTRACTOR TO VERIFY CONDITIONS AT SPECIFIC LOCATIONS AS REQ'D TO CONFIRM &

PERFORM ALL WORK SPECIFIED.

6. ALL WINDOW & DOOR OPENING DIMENSIONS REFER TO ROUGH OPENING (R.O.).

7. THESE DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. WRITTEN

DIMENSIONS GOVERN. THE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.

8. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF

WORK & PRIOR TO ORDERING ANY PRODUCT OR PROPRIETARY SYSTEM. CONTRACTOR

SHALL NOTIFY THE OWNER OF ANY EXISTING CONDITIONS REQUIRING MODIFICATION

PRIOR TO THE BEGINNING OF ANY WORK.

9. IN CASE OF OMISSIONS OR DISCREPANCIES IN THESE DOCUMENTS, CONSULT WITH THE

ARCHITECT PRIOR TO ORDERING ANY PRODUCT, MATERIAL, OR PROPRIETARY SYSTEM, OR

PRIOR TO PROCEEDING WITH SHOP DRAWINGS OR ANY OTHER WORK. WHERE SPECIFIC

DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT WITH

ARCHITECT BEFORE PROCEEDING WITH WORK.

10. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO

THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO

CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING & THIER OWN DISCIPLINE'S

DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS & SYMBOLS.

11. THE STRUCTURAL DRAWINGS ARE OF EQUAL IMPORTANCE AS THE ARCHITECTURAL

DRAWINGS IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE

RESPONISBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS

BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL OR ELECTRICAL WORK. SHOULD

THERE BE A DISCREPANCY BETWEEN ARCHITECTURAL & ENGINEERING DRAWINGS THAT

WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID

WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING & VERIFYING EXISTING

CONDITIONS, INCLUDING BUT NOT LIMITED TO THE LOCATION, ELEVATIONS, DIMENSIONS,

AND ACCURATE PLACEMENT OF THE BUILDING ON THE SITE.

13. DISCOVERY OF ANY HAZARDOUS MATERIALS ON SITE SHALL BE CONTAINED OR

REMOVED AS REQUIRED BY PROPER AUTHORITIES.

14. CONTRACTOR TO PROVIDE TEMPORARY GUARD RAILS, STAIRS & PROTECTION AS REQ'D

TO MAINTAIN SAFE WORKING CONDITIONS.

15. FOR ADDITIONAL NOTES, SEE PLANS AND BUILDING ELEVATION DRAWINGS & PROJECT

SPECIFICATIONS.

16. ALL DRAWINGS TO BE REVIEWED BY LOCAL BUILDING DEPARTMENT FOR APPROVAL

PRIOR TO COMMENCING WORK.

17. THE CONTRACTOR SHALL COORDINATE ALL SLAB PENETRATION, RATED CEILING

OPENING FRAMING & FOUNDATION WALL SLEEVE LOCATIONS. NO CORE DRILLING SHALL

BE ALLOWED ON FOUNDATION WALLS.

18. ANY DETAILS, SYSTEMS, MATERIALS (ARCH., MEP, STRUCT., ETC.) PROPOSED TO BE

CHANGED MUST FIRST BE REVIEWED BY THE ARCHITECT, OWNER AND OWNERS’

REPRESENTATIVE PRIOR TO THE PREPARATION OF THE SHOP DRAWINGS AND/OR

COMMENCEMENT OF THE WORK.

19. COORDINATE PLACING OF ALL CEILING ELEMENTS W/ MEP, SECURITY AND A/V

DRAWINGS. PROVIDE COORDINATION DRAWINGS INCLUDING ALL TRADES WHERE

DISCREPANCIES MAY OCCUR. CONSULT WITH ARCHITECT PRIOR TO PROCEEDING WITH

WORK.

20. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES & AS REQUIRED FOR

MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED & ALL LOCATIONS

SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING W/ WORK.

21. COORDINATE & PROVIDE BLOCKING AS REQ'D WITHIN PARTITIONS FOR ALL MILLWORK

AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

22. PATCH & REPAIR ALL EXISTING WALLS, COLUMNS AND SURFACES SCHEDULED TO

REMAIN AS REQUIRED TO GET THEM SMOOTH & EVEN TO RECIEVE NEW SCHEDULE

FINISHES.

23. ALL DUCT OPENINGS & RELATED AIR DISTRIBUTUION COMPONENT OPENINGS SHALL BE

COVERED DURING CONSTRUCTION.

24. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING

SHALL BE CHECKED PRIOR TO ENCLOSURE.

25. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION

INCLUDING THE DESIGN OF SHORING, SCAFFOLDING & FRAMEWORK.

1. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION

OF THE NEW YORK STATE BUILDING CODE & ANY APPLICABLE

STATE, COUNTY, OR LOCAL REGULATIONS.

2. ALL REQUIRED & NECESSARY PERMITS SHALL BE SECURED FROM

ALL AGENCIES HAVING JURISDICTION BY THE CONTRACTOR

PRIOR TO THE START OF WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING FOR ANY

ERRORS OR OMISSIONS & NOTIFYING THE ARCHITECT, PRIOR

TO THE START OF CONSTRUCTION.

4. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS &

FIELD CONDITIONS & CONFIRM THAT WORK IS BUILDABLE AS

SHOWN PRIOR TO PURCHASE, FABRICATION, INSTALLATION,

OR COMENCEMENT OF WORK. THE CONTRACTOR SHALL

REPORT ANY CONFLICTS AND/OR OMISSIONS TO THE

ARCHITECT PRIOR TO PERFORMING ANY WORK IN QUESTION.

5. SUBMIT REQUESTS FOR SUBSTITUTION, REVISIONS, AND/OR

CHANGES TO THE ARCHITECT, IN WRITING, FOR REVIEW PRIOR

TO PURCHASE, FABRICATION, INSTALLATION, OR

COMENCEMENT OF WORK.

6. THESE DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION

PURPOSES. WRITTEN DIMENSIONS GOVERN. IN CASE OF

CONFLICT, THE CONTRACTOR SHALL SUMBIT A WRITTEN

REQUEST FOR CLARIFICATION OR INFORMATION TO THE

ARCHITECT.

7. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT &

ENGINEER(S) ANY CONDITION(S) THAT PREVENT(S) OR

OTHERWISE ALTER(S) THE EXECUTION OF WORK AS INDICATED

ON THE CONSTRUCTION DOCUMENTS. ALL NOTES,

DIMENSIONS, DETAILS, & JOB CONDITIONS ARE TO BE

CHECKED & VERIFIED. ANY DISCREPANCY SHALL BE BROUGHT

TO THE ATTENTION OF THE ARCHITECT & ENGINEER(S) PRIOR

TO THE COMMENCEMENT OF WORK.

8. EACH CONTRACTOR WILL BE HELD RESPONSIBLE FOR HIS/HER

WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR THE COORDINATION OF WORK OF ALL TRADES.

9. THE CONTRACTOR IS REQUIRED TO BE PRESENT AT FINAL

INSPECTION WITH BUIDLING OFFICIALS.

10. THE CONTRACTOR SHALL, UPON COMPLETION OF THE WORK,

SEE THAT THE JOB IS BROOM-SWEPT.

11. SEE STRUCTURAL & CIVIL ENGINEERING DOCUMENTS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS.

GENERAL ARCHITECTURAL NOTES: ABBREVIATIONS:

THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES AS

REQUIRED BY THE TOWN OF HARRIETSTOWN, NEW YORK:

2020 NEW YORK STATE RESIDENTIAL CODE

2020 NEW YORK STATE EXISTING BUILDING CODE

2020 FIRE CODE OF NEW YORK STATE

2020 PLUMBING CODE OF NEW YORK STATE

2020 MECHANICAL CODE OF NEW YORK STATE

2020 FUEL GAS CODE OF NEW YORK STATE

2020 ENERGY CONSERVATION CODE OF NEW YORK STATE

2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE

APPLICABLE CODES:

DESCRIPTION-

THIS PROJECT IS A TWO-STORY COMMERCIAL RECONSTRUCTION PROJECT OF TYPE

V-B CONSTRUCTION. THE EXISTING BUILDING IS TO BE DEMOLISHED AND

RECONSTRUCTED AS AN ENERGY-EFFICIENT, TWO-STORY OFFICE. IN ADDITION TO

DEMO AND NEW CONSTRUCTION SCOPE, THE PROJECT INCLUDES SITE WORK.

GRANULAR DRAINAGE FILL WILL BE INSTALLED AT THE SOUTH OF THE SITE, AND

NEW SIDEWALK AND PLANTERS ARE TO BE PROVIDED AT THE NORTH ENTRY ON

ACADEMY STREET.

PROJECT SCOPE:

MATERIAL LEGEND:

EARTH

GRAVEL

/STONE

CONCRETE

ALUMINUM

WOOD

BLOCKING

FINISHED

WOOD

PLYWOOD

RIGID

INSULATION

BATT

INSULATION

GYPSUM

WALLBOARD

C.C.S.F.

REFERENCE/SYMBOLS LEGEND:

A-11

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

SECTION REFERENCE

SECTION NUMBER

SHEET NUMBER

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

DOOR (SEE DOOR SCHEDULE FOR DETAILS)

DOOR NUMBER IN SCHEDULE

D12

W12 WINDOW/LOUVER (SEE WINDOW SCHEDULE FOR DETAILS)

WINDOW NUMBER IN SCHEDULE

DATUM REFERENCE

WORK POINT, CONTROL POINT OR DATUM POINT

GRID LINES

A

ELEVATION REFERENCE

ELEVATION NUMBER

SHEET NUMBER

CONSTRUCTION NOTES:

PROJECT AREA SUMMARY:

CLIENT/PROPERTY OWNER:

JESSE SCHWARTZBERG

ZONING DISTRICT:

VILLAGE OF SARANAC LAKE, DISTRICT E3

BUILDING USE & OCCUPANCY GROUP:

BUSINESS GROUP B

TYPE OF CONSTRUCTION:

TYPE V-B

ALLOWABLE HEIGHTS:

R305.1 MINIMUM HEIGHT:

HABITABLE SPACE, HALLWAYS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES

SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET

ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8

INCHES (2032 MM).

EXCEPTIONS:

-FOR ROOMS WITH SLOPED CEILINGS, THE REQUIRED FLOOR AREA OF THE ROOM SHALL

HAVE A CEILING HEIGHT OF NOT LESS THAN 5 FEET (1524 MM) AND NOT LESS THAN 50

PERCENT OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN

7 FEET (2134 MM).

-THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT

THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB

EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8

INCHES (2032 MM) ABOVE AN AREA OF NOT LESS THAN 30 INCHES (762 MM) BY 30 INCHES

(762 MM) AT THE SHOWERHEAD.

-BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE

SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6 FEET 4 INCHES (1931 MM) OF THE

FINISHED FLOOR.

LOT SIZE: 0.05ACRES

BUILDING HEIGHT: 29'-2"

FIRST FLOOR AREA: 1,145 ft2

SECOND FLOOR AREA: 1,145 ft2

PARKING SPACES: 0

PROJECT DATA:

A-11

A-11

A-11

ARCHITECTURE, PLLC

LS100

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

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Life Safety

Life Safety Plan

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

C

3' DOOR

CLEAR WIDTH: 33"

33'-10"

STAIR

CLEAR WIDTH: 3'-6"

24'-10

29'-3"

1-HR RATED

WALL ASSEMBLY

1-HR RATED

WALL ASSEMBLY

3' DOOR

CLEAR WIDTH: 33"

3' DOOR

CLEAR WIDTH: 33"

A A

B B

1-HR RATED

WALL ASSEMBLY

1-HR RATED

WALL ASSEMBLY

72'-9"

STAIR

CLEAR WIDTH: 3'-6"

A A

B B

1/4" = 1'-0"1 First Floor Life Safety Plan 1/4" = 1'-0"2 Second Floor Life Safety Plan

AREA

OCCUPANT LOAD FACTOR

(GROUP B - BUSINESS)

OCCUPANT LOAD

FIRST FLOOR

SECOND FLOOR

TOTAL

1,145 SF 150 SF / OCCUPANT 8 OCCUPANTS

1,145 SF 150 SF / OCCUPANT 8 OCCUPANTS

2,290 SF 150 SF / OCCUPANT 16 OCCUPANTS

BUILDING OCCUPANCY

NOTE: BUILDING TO BE SPRINKLERED THROUGHOUT.

CONTRACTOR TO PROVIDE SUBMITTAL & SHOP DRAWINGS

FOR PROPOSED SPRINKLER SYSTEM & CONFIGURATION.

ARCHITECTURE, PLLC

SP000

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

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IN

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Site

Site Survey

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

C

Academy Street

I

II

1 Site Survey

SURVEY PROVIDED BY MARVIN LAND SURVEYING

SITE NOTES:

1. CODE:

ALL APPLICABLE CODES ARE TO BE MET BY

THE CONTRACTOR AND ALL

SUBCONTRACTORS PERFORMING WORK ON

THIS PROJECT.

2. SETBACKS:

ALL BUILDINGS (INCLUDING ROOFS, EAVES,

PORCHES, DECKS, AND FOOTINGS) AND

RETAINING WALLS ARE TO BE WITHIN

PROPERTY SETBACKS, UNLESS A VARIANCE

HAS BEEN APPROVED.

3. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

CONFLICTS ARISE.

4. CONTRACTOR TO VERIFY IN-GROUND AND

OVERHEAD UTILITIES LOCATIONS BEFORE

CONSTRUCTION COMMENCES.

SITE DEMOLITION NOTES:

1. CONTRACTOR TO PROVIDE

TEMPORARY STRUCTURAL SUPPORT

DURING DEMOLITION. CONTACT

ARCHITECT & STRUCTURAL ENGINEER

IF QUESTIONS ARISE.

PROPOSED BUILDINGS

DEMO SITE CONTOURS

PROPOSED CONTOURS

PROPOSED BOULDERS

SITE LEGEND:

PROPERTY LINE

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

EXISTING PLANTS / VEGETATION

EXISTING BUILDINGS TO

REMAIN

DEMOLITION AREA

EXISTING SITE CONTOURS

TREE TO BE DEMOLISHED

OVERHEAD ELECTRIC

LINE

BURIED ELECTRIC

LINE

EXISTING DRIVEWAY

PROPOSED DRIVEWAY

N

Drawn By:

BLACK MOUNTAIN

ARCHITECTURE, PLLC

SP100

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

#CADTechnician

Site

Site Demo Plan

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

C

C O

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EN

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S

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A N

D S

EA

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B E

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DRIVEWAY

PR

O

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RT

Y

LI

N E

PR

O

PE

RT

Y

LI

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PROPERTY LINE

PROPERTY LINE DEMO & RELOCATE

WATER METER

EXIST. ELEC.

POLE

ACADEMY STREET

EXISTING ABOVE-GROUND

FUEL TANK

(TO BE REMOVED)

EXISTING MAN HOLE COVER, USED AS 500'-0" BASIS

FOR SITE SURVEY ELEVATIONS. REFER TO SITE SURVEY

ON SHEET SP000. COORDINATE SITE ELEVATIONS W/

ARCHITECTURAL & STRUCTURAL LEVELS.

REPUTED OWNER:

CHARLES & ELIZABETH

NICASTRO

REPUTED OWNER:

KENNETH & PATRICIA WILEY

REPUTED OWNER:

JOHN & KAREN HUTTLINGER

DEMO BRICK PLANTERS

DEMO BRICK

WING WALL

DEMO SITE SURFACE AS REQ'D FOR

REMOVAL & RECONSTRUCTION OF

EXIST. BLDG.

DRIVEWAY

EXIST. SIDEWALK

TO REMAIN

PLANTER

EXISTING BUILDING TO BE DEMOLISHED.

REFER TO SHEET D100 FOR BUILDING DEMO PLANS.

CONC.

SLAB

EXISTING STREET

LIGHT TO REMAIN

REPUTED OWNER:

BLACK MOUNTAIN PROPERTY

MANAGEMENT, LLC

1" = 5'1 Architectural Site Demolition Plan

ALL APPLICABLE CODES ARE TO BE MET BY

THE CONTRACTOR AND ALL

SUBCONTRACTORS PERFORMING WORK ON

THIS PROJECT.

2. SETBACKS:

ALL BUILDINGS (INCLUDING ROOFS, EAVES,

PORCHES, DECKS, AND FOOTINGS) AND

RETAINING WALLS ARE TO BE WITHIN

PROPERTY SETBACKS, UNLESS A VARIANCE

HAS BEEN APPROVED.

3. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

CONFLICTS ARISE.

4. CONTRACTOR TO VERIFY IN-GROUND AND

OVERHEAD UTILITIES LOCATIONS BEFORE

CONSTRUCTION COMMENCES.

SITE DEMOLITION NOTES:

1. CONTRACTOR TO PROVIDE

TEMPORARY STRUCTURAL SUPPORT

DURING DEMOLITION. CONTACT

ARCHITECT & STRUCTURAL ENGINEER

IF QUESTIONS ARISE.

PROPOSED BUILDINGS

DEMO SITE CONTOURS

PROPOSED CONTOURS

PROPOSED BOULDERS

SITE LEGEND:

PROPERTY LINE

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

EXISTING PLANTS / VEGETATION

EXISTING BUILDINGS TO

REMAIN

DEMOLITION AREA

EXISTING SITE CONTOURS

TREE TO BE DEMOLISHED

OVERHEAD ELECTRIC

LINE

BURIED ELECTRIC

LINE

EXISTING DRIVEWAY

PROPOSED DRIVEWAY

N

Drawn By:

BLACK MOUNTAIN

ARCHITECTURE, PLLC

SP101

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

#CADTechnician

Site

Site Plan

A ca de m y

St re et S ar an ac L ak e

N ew

Y or k

Bl ac k M ou nt ai n

Pr op er ty

M an ag em en t, LL

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A

PP

RO

X.

0"

APPROX. 17'-0"

MAIN

ENTRY

BOULDER

PLANTER

BOULDER

PLANTER

EXISTING SIDEWALK

NEW TREE

DRIVEWAY

2ND FL.

ENTRY

EXISTING STREET LIGHT

PR

O

PE

RT

Y

LI

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PR

O

PE

RT

Y

LI

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PROPERTY LINE

PROPERTY LINE

EXIST. ELEC.

POLE

ACADEMY STREET

GATE

CRUSHED

STONE

CLEAN GRANULAR FILL AT

SE CORNER OF SITE.

PROVIDE SUBMITTAL.

LAWN

BOULDER RETAINING AS

REQ'D AT SW CORNER

LAWN

1/2" PER

FT

CONCRETE SIDEWALK INFILL B/W

PROPERTY LINE & FOUNDATION;

EXCEPT FOR PLANTING AREAS.

DSDS

EXISTING MAN HOLE COVER, USED AS 500'-0" BASIS

FOR SITE SURVEY ELEVATIONS. REFER TO SITE SURVEY

ON SHEET SP000. COORDINATE SITE ELEVATIONS W/

ARCHITECTURAL & STRUCTURAL LEVELS.

REPUTED OWNER:

CHARLES & ELIZABETH

NICASTRO

REPUTED OWNER:

KENNETH & PATRICIA WILEY

REPUTED OWNER:

JOHN & KAREN HUTTLINGER

TRASH &

RECYC.

BUILDING FOOTPRINT

UG SERVICE FROM EXIST. POLE TO NEW PANEL

SO

IL

L

IN

E

TO

V

IL

LA

G

E

SE

W

ER

COORDINATE W/ ELECTRICAL PLANS

DS

REPUTED OWNER:

BLACK MOUNTAIN PROPERTY

MANAGEMENT, LLC

1" = 5'1 Architectural Site Plan

ALL APPLICABLE CODES ARE TO BE MET BY

THE CONTRACTOR AND ALL

SUBCONTRACTORS PERFORMING WORK ON

THIS PROJECT.

2. SETBACKS:

ALL BUILDINGS (INCLUDING ROOFS, EAVES,

PORCHES, DECKS, AND FOOTINGS) AND

RETAINING WALLS ARE TO BE WITHIN

PROPERTY SETBACKS, UNLESS A VARIANCE

HAS BEEN APPROVED.

3. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

CONFLICTS ARISE.

4. CONTRACTOR TO VERIFY IN-GROUND AND

OVERHEAD UTILITIES LOCATIONS BEFORE

CONSTRUCTION COMMENCES.

SITE DEMOLITION NOTES:

1. CONTRACTOR TO PROVIDE

TEMPORARY STRUCTURAL SUPPORT

DURING DEMOLITION. CONTACT

ARCHITECT & STRUCTURAL ENGINEER

IF QUESTIONS ARISE.

PROPOSED BUILDINGS

DEMO SITE CONTOURS

PROPOSED CONTOURS

PROPOSED BOULDERS

SITE LEGEND:

PROPERTY LINE

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

EXISTING PLANTS / VEGETATION

EXISTING BUILDINGS TO

REMAIN

DEMOLITION AREA

EXISTING SITE CONTOURS

TREE TO BE DEMOLISHED

OVERHEAD ELECTRIC

LINE

BURIED ELECTRIC

LINE

EXISTING DRIVEWAY

PROPOSED DRIVEWAY

N

Drawn By:

BLACK MOUNTAIN

ARCHITECTURE, PLLC

SP102

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

#CADTechnician

Site

Grading Plan

A ca de m y

St re et S ar an ac L ak e

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Pr op er ty

M an ag em en t, LL

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EXISTING MAN HOLE COVER, USED AS 500'-0" BASIS

FOR SITE SURVEY ELEVATIONS. REFER TO SITE SURVEY

ON SHEET SP000. COORDINATE SITE ELEVATIONS W/

ARCHITECTURAL & STRUCTURAL LEVELS.

INFILL SE CORNER OF SITE.

BOULDER RETAINING AT

PROPERTY LINE AS REQ'D.

PROPERTY LINE

PR

O

PE

RT

Y

LI

N E

PRO

PERTY LIN

E

PROPERTY LINE

TOPSOIL / MULCH MIX INFILL AT

BOULDER PLANTERS

1/4" = 1'-0"1 Grading Plan

NOTE: COORDINATE FINAL GRADING WITH

FOUNDATION WALL HEIGHTS & DETAILS AS

INDICATED ON STRUCTURAL DRAWINGS.

DEMOLITION LEGEND:

WALL TO REMAIN

WALL TO BE DEMO-ED

WINDOW TO BE DEMO-ED

DOOR TO BE DEMO-ED

DEMOLITION AREA

BEAM TO REMAIN

BEAM TO BE DEMO-ED

DEMOLITION NOTES:

1. CONTRACTOR SHALL PERFORM ALL

OPERATIONS OF DEMOLITION AND REMOVAL

AS INDICATED ON THE DRAWINGS AND AS

MAY BE REQUIRED BY THE WORK. ALL WORK

SHALL BE DONE CAREFULLY AND NEATLY,

AND IN A SYSTEMATIC MANNER.

2. ALL EXISTING SURFACES AND EQUIPMENT

TO REMAIN SHALL BE FULLY PROTECTED

FROM DAMAGE. THE CONTRACTOR SHALL

ASSUME FULL RESPONSIBLITY FOR THE

DAMAGE AND SHALL AMKE REPAIRS

REQUIRED WITHOUT ADDITIONAL COST TO

THE OWNER.

3. NO DEBRIS SHALL BE ALLOWED TO

ACCUMULATE ON THE SITE. DEBRIS SHALL BE

REMOVED BY THE CONTRACTOR AS THE JOB

PROCEEDS. THE SITE SHALL BE LEFT FROOM

CLEAN AT THE COMPLETION OF

DEMOLITION.

4. ALL ADJOINING PROPERTY AFFECTED BY

ANY OPERATIONS OF DEMOLITION SHALL BE

PROTECTED PER THE REQUIREMENTS OF

STATE, CITY, AND LOCAL BUIILDING CODES.

5. THE CONTRACTOR SHALL PROVIDE, ERECT

AND MAINTAIN ALL TEMPORARY PARTITIONS,

BARRIERS AND GUARDS, AND ALL

TEMPORARY SHORING AND BRACING AS

REQUIRED.

6. THE CONTRACTOR SHALL PROVIDE

ADEQUATE WEATHER PROTECTION FOR THE

BUILDING AND ITS CONTENTS DURING THE

COURSE OF WORK. ALL OPENINGS IN ANY

WALL OR ROOF SHALL BE PROTECTED FROM

ALL FORMS OF WEATHER OR WATER

PENETRATION.

7. CONTRACTOR TO VERIFY IN THE FIELD AND

REPORT DISCREPANCIES TO THE ARCHITECT.

DEMOLITION DRAWINGS ARE APPROXIMATE

AND NOT LIMITED TO THE AREAS SHOWN.

FILED OBSERVATION IS REQUIRED BY THE

CONTRACTOR TO DETERMINE THE EXTENT OF

THE DEMOLITION WORK.

8. CONTRACTOR TO COORDINATE WITH

OTHER TRADES FOR DEMOLITION WORK TO

BE PERFORMED.

9. THE CONTRACTOR SHALL FILE ALL

NECESSARY CERTIFICATES OF INSURANCE

WITH THE BUILDING DEPARTMENT, PAY ALL

FEES, OBTAIN ALL PERMITS AND PROVIDE

ANY AND ALL BONDS REQUIRED BY ANY CITY

AGENCY IN ORDER TO CARRY OUT THE WORK

HERIN DESCRIBED.

D

EM

O

DEMO

Drawn By:

BLACK MOUNTAIN

ARCHITECTURE, PLLC

D100

1 / 2 5 / 2 0 2 3

16 Academy St.

Saranac Lake, NY 12983

518.354.8340 (p)

NOTES

#CADTechnician

Demo Plans

Demolition Plans

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Pr op er ty

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DEMO ALL INTERIOR PARTITIONS,

FLOORS, CEILINGS, FINISHES, MEP

SYSTEMS, FIXTURES & EQUIPMENT

DEMO ALL EXTERIOR STOREFRONT, WINDOWS &

DOORS, STRUCTURE & CLADDING

DEM

O R

OOF S

TR

UCTU

RE

FI

NISH

ES

1/4" = 1'-0"1 Demolition Plan 1/4" = 1'-0"2 Roof Demo Plan

STRUCTURAL STEEL NOTES:

BASIS OF DESIGN:

1. DESIGN CODES

A. 2020 BUILDING CODE OF NEW YORK STATE

B. IBC (INTERNATIONAL BUILDING CODE) 2018

C. ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)

2. DESIGN DEAD LOADS

A. ROOF DEAD LOAD - 20 psf + 10 psf SOLAR ALLOWANCE B. FLOOR DEAD LOAD - 20 psf

C. MECHANICAL/ELECTRICAL UNIT WEIGHTS - PER UNIT LOADING DESIGN

3. DESIGN LIVE LOADS

A. OFFICE BUILDINGS - 50 psf B. PARTITIONS - 15 psf

4. SNOW LOAD

A. GROUND SNOW LOAD - 92 psf B. ROOF SNOW LOAD USE 71 psf FLAT ROOF C. SNOW EXPOSURE FACTOR, Ce - 1.0

D. SNOW LOAD IMPORTANCE FACTOR, IS - 1.0

E. THERMAL FACTOR, Ct - 1.0

F. SLOPED ROOF FACTOR, CS - 1.0

G. PLUS DRIFTING AS APPLICABLE

5. RAIN LOAD

A. ROOF RAIN LOAD = 7 psf

6. WIND LOAD

A. ULTIMATE DESIGN WIND SPEED Vult - 106 mph B. NOMINAL DESIGN WIND SPEED Vasd - 82 mph

C. RISK CATEGORY - II

D. WIND EXPOSURE - B

E. BASIC DESIGN WIND PRESSURE - 17 psf

F. INTERNAL PRESSURE COEFFICIENT - +/ - 0.18

7. EARTHQUAKE LOADS

A. SEISMIC IMPORTANCE FACTOR, Ie - 1.00

B. SEISMIC USE GROUP - II

C. MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss - 47.5%g , S1 - 10.0%g

D. SITE CLASS - D

E. SPECTRAL RESPONSE COEFFICIENTS, SDS AND SD1, 0.450 AND 0.160

F. SEISMIC DESIGN CATEGORY - C

G. BASIC SEISMIC FORCE RESISTING SYSTEM - STRUCTURAL STEEL SYSTEMS NOT

SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

H. DESIGN BASE SHEAR - V=0.124 * WEIGHT

I. SEISMIC RESPONSE COEFFICIENT - 0.150

J. RESPONSE MODIFICATION FACTOR, R - 3

K. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE

8. FOUNDATION BEARING CAPACITY - 2,000 psf ASSUMED

9. STRUCTURAL MATERIAL MANUFACTURER'S UTILIZED FOR DESIGN

A. POWDER ACTUATED FASTENERS, EXPANSION BOLTS, ADHESIVE ANCHORING SYSTEM - HILTI, INC

B. FLOOR, ROOF AND WALL WOOD SHEATHING - ADVANTECH SHEATHING BY HUBER

ENGINEERED WOODS

C. LAMINATED VENEER LUMBER (LVL), PARALLEL STRAND LUMBER (PSL), WOOD I-JOISTS

(TJI) - WEYERHAEUSER COMPANY

D. LIGHT GAUGE METAL CONNECTORS, JOIST HANGERS, TIE DOWNS - SIMPSON STRONG -TIE

FOUNDATION RELATED EARTHWORK:

1. EXCAVATION, BACKFILL AND COMPACTION FOR WITHIN BUILDING FOOTPRINT AND 5 FEET AROUND

BUILDING FOUNDATIONS.

2. ALL MATERIAL SHALL BE REASONABLY FREE FROM SILT, LOAM, CLAY, OR ORGANIC MATTER

MEETING THE FOLLOWING REQUIREMENTS

A. COMPACTED GRANULAR FILL

a. 2 INCH: 90 - 100 % BY WEIGHT PASSING SIEVE

b. NO. 4: 50 - 75 % BY WEIGHT PASSING SIEVE

c. NO. 100: 0 - 12 % BY WEIGHT PASSING SIEVE

d. NO. 200: 0 - 6 % BY WEIGHT PASSING SIEVE

B. WASHED CRUSHED STONE

a. 1 -1/2 INCH: 90 - 100 % BY WEIGHT PASSING SIEVE

b. 3/4 INCH: 0 - 10 % BY WEIGHT PASSING SIEVE

c. NO. 4: 0 - 6 % BY WEIGHT PASSING SIEVE

C. SUITABLE NATIVE SOIL

a. ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC

MATTER.

b. MAXIMUM 15% BY WEIGHT PASSING NO. 200 SIEVE.

3. EXCAVATE SUBSOIL TO ACCOMMODATE BUILDING FOUNDATIONS. HAND TRIM EXCAVATIONS.

REMOVE LOOSE MATERIAL.

4. NOTIFY ENGINEER A MINIMUM OF 24 HOURS PRIOR TO EXCAVATIONS TO SCHEDULE A REVIEW OF

NATIVE SOIL CONDITIONS. SEE BASIS OF DESIGN FOR MINIMUM FOOTING BEARING CAPACITY

DESIGN.

5. COMPACT DISTURBED LOAD -BEARING SOIL IN DIRECT CONTACT WITH FOUNDATIONS TO ORIGINAL BEARING CAPACITY. PLACE 12 INCHES OF CRUSHED STONE BENEATH BUILDING FOOTINGS IF LOOSE

OR WET SOILS ARE ENCOUNTERED.

6. IF OVER -EXCAVATION OCCURS, REPLACE MATERIAL WITH CRUSHED STONE. OVER -EXCAVATION

MAY ALSO BE REPLACED WITH LEAN CONCRETE WITH ENGINEER'S APPROVAL.

7. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8" OF

COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES

COMPACTED DEPTH FOR VIBRATORY ROLLERS.

8. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY.

9. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS.

10. BACKFILL REQUIREMENTS

A. FILL WITHIN BUILDING ENVELOPE -

a. MATERIAL COMPACTED GRANULAR FILL

b. COMPACTION 95% MODIFIED PROCTOR

c. TESTING EVERY OTHER LIFT, EVERY 1000 SF

B. BACKFILL ALONG EXTERIOR OF BUILDING AT FROST WALLS, AND IN FRONT OF RETAINING

STRUCTURES -

a. MATERIAL SUITABLE NATIVE SOIL

b. COMPACTION 90% MODIFIED PROCTOR

c. TESTING EVERY OTHER LIFT, EVERY 1000 SF

C. BACKFILL BEHIND RETAINING AND/OR BASEMENT WALLS, OUTSIDE BUILDING ENVELOPE -

a. MATERIAL COMPACTED GRANULAR FILL

b. COMPACTION 90% MODIFIED PROCTOR

c. TESTING EVERY OTHER LIFT, EVERY 1000 SF

11. GRAVEL BELOW SLABS -

A. MATERIAL COMPACTED GRANULAR FILL

B. COMPACTION 95% MODIFIED PROCTOR

C. TESTING EVERY 1000 SF

CAST IN PLACE CONCRETE NOTES:

1. PERFORM WORK IN ACCORDANCE WITH ACI 301 STANDARDS AND RECOMMENDED PRACTICES.

2. ACQUIRE CEMENT AND AGGREGATE FROM SAME SOURCE FOR ALL WORK.

3. CONFORM TO ACI 305R WHEN CONCRETING DURING HOT WEATHER.

4. CONFORM TO ACI 306R WHEN CONCRETING DURING COLD WEATHER.

5. CEMENTITIOS MATERIAL:

A. CEMENT ASTM C150, TYPE I, GRAY - NORMAL; DO NOT CHANGE SOURCE OF

MANUFACTURER OF CEMENT DURING THE COURSE OF THE WORK.

B. FLY ASH - ASTM C618, CLASS F, MAX 25% ; DO NOT CHANGE SOURCE OF MANUFACTURER

OF CEMENT DURING THE COURSE OF THE WORK.

6. FINE AND COARSE AGGREGATES ASTM C33.

7. WATER CLEAN, POTABLE AND NOT DETRIMENTAL TO CONCRETE.

8. AIR ENTRAINMENT ASTM C260.

9. CHEMICAL ASTM C494 TYPE A - WATER REDUCING.

10. BONDING AGENT SIKA ARMATEC 110 EPOCEM BONDING AGENT, NO -SOLVENT THREE COMPONENT

EPOXY AS MANUFACTURED BY SIKA OR EQUIVALENT.

11. NON -SHRINK GROUT PREMIXED COMPOUND CONSISTING OF NON -METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS AND 7,000 PSI IN 28 DAYS; MANUFACTURED BY FIVE STAR

PRODUCTS, INC. OR APPROVED EQUIVALENT.

12. FORM RELEASE AGENT WATER BASED, NON TOXIC, ENVIRONMENTALLY FRIENDLY PRODUCT WHICH

WILL NOT STAIN CONCRETE, OR ABSORB MOISTURE , OR IMPAIR NATURAL BONDING OR COLOR

CHARACTERISTICS OF COATING INTENDED FOR USE ON CONCRETE.

13. MIX CONCRETE IN ACCORDANCE WITH ACI 304. DELIVER CONCRETE IN ACCORDANCE WITH

ASTM C94.

14. THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF ACI 318, CHAPTER 19. INCLUDE THE WATER -

CEMENT RATIO, AIR CONTENT, SLUMP, ADMIXTURES, AND THE PLANT TO BE USED.

15. CONCRETE MIXTURES SHALL CONSIST OF THE APPROPRIATE PROPORTIONS OF PORTLAND

CEMENT, WATER, COARSE AND FINE AGGREGATE, AIR ENTRAINING AGENT AND WATER REDUCING

AGENT FOR THE INTENDED APPLICATION.

16. CONCRETE MIXTURES SHALL CONSIST OF THE APPROPRIATE PROPORTIONS OF PORTLAND

CEMENT, WATER, COARSE AND FINE AGGREGATE, AIR ENTRAINING AGENT AND WATER REDUCING

AGENT FOR THE INTENDED APPLICATION.

A. PROVIDE CONCRETE TO THE FOLLOWING 28 DAY STRENGTH AND EXPOSURE CRITERIA

a. FOUNDATION WALLS, INTEGRAL PIERS AND FOOTINGS (UNSATURATED)

• MINIMUM COMPRESSIVE STRENGTH = 3,500 PSI

• EXPOSURE CATEGORY F1

• MAXIMUM W/C RATIO = 0.55

b. INTERIOR ELEVATED SLABS, SLABS ON GRADE AND INTERIOR ISOLATED PIERS

• MINIMUM COMPRESSIVE STRENGTH = 4,000 PSI

• EXPOSURE CATEGORY F0

• MAXIMUM W/C RATIO = 0.50

B. SLUMP 2-4 INCHES BEFORE ADDITION OF WATER REDUCER, 6-8 INCHES AFTER THE

ADDITION OF WATER REDUCER

C. ADD AIR ENTRAINING AGENT TO NORMAL WEIGHT CONCRETE MIX FOR WORK EXPOSED TO

EXTERIOR PER ACI TABLE 19.3.3.1

17. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY

ARCHITECT/ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT

REQUIREMENTS.

18. USE CALCIUM CHLORIDE SHALL NOT BE PERMITTED.

19. USE SET RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY

ARCHITECT/ENGINEER.

20. PLACE CONCRETE IN ACCORDANCE WITH ACI 301, ACI 318, AND ACI 304.

21. ENSURE REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED EXPANSION AND CONTRACTION

JOINTS, ARE NOT DISTURBED DURING CONCRETE PLACEMENT.

22. VAPOR RETARDER - 12 MIL.

A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND METHODS.

B. REPAIR VAPOR RETARDER DAMAGED DURING PLACEMENT OF CONCRETE REINFORCING.

REPAIR WITH VAPOR RETARDER MATERIAL; LAP OVER DAMAGED AREAS MINIMUM 6 INCHES

AND SEAL WATERTIGHT PER MANUFACTURER'S RECOMMENDATIONS.

23. JOINT FILLER SEPARATE SLABS ON GRADE FROM VERTICAL SURFACES WITH 1/2" SEPARATION

BOARD OR RIGID INSULATION SEE ARCHITECTURAL DRAWINGS.

A. PLACE JOINT FILLER IN FLOOR SLAB PATTERN PLACEMENT SEQUENCE. SET TOP TO

REQUIRED ELEVATIONS. SECURE TO RESIST MOVEMENT BY WET CONCRETE.

24. RIGID INSULATION UNDER SLABS SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH:

A. RESIDENTIAL , OFFICE USE, AND RESIDENTIAL GARAGE - 25 PSI

25. JOINT SEALER - ONE PART, ZERO VOC, MOISTURE CURING SILICONE JOINT SEALANT SUITABLE FOR

HIGH MOVEMENT BUILDING JOINT APPLICATIONS.

26. DO NOT INTERRUPT SUCCESSIVE PLACEMENT; DO NOT PERMIT COLD JOINTS TO OCCUR.

27. SCREED SLABS ON GRADE LEVEL, MAINTAINING SURFACE FLATNESS OF MAXIMUM 1/4 INCH IN 10 FT.

28. FLOOR SLABS SHALL BE FINISHED AS FOLLOWS IN ACCORDANCE WITH ACI 301 AS FOLLOWS

A. INTERIOR SURFACES TO RECEIVE CARPETING, RESILIENT FLOORING, SEAMLESS FLOORING, OR THIN SET CERAMIC TILE = STEEL TROWEL FINISH

B. EXTERIOR SURFACES = BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC.

C. IN AREAS WITH FLOOR DRAINS, MAINTAIN FLOOR ELEVATION AT WALLS; PITCH SURFACES

UNIFORMLY TO DRAINS AS INDICATED ON DRAWINGS.

D. WALLS AND PIERS

a. EXPOSED VERTICAL SURFACES = FILL TIE HOLES WITH GROUT SLURRY AFTER

REMOVAL OF FORMS TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. RUB

FINISH TO A SMOOTH AND UNIFORM TEXTURE.

29. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY

HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY.

30. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR

PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.

31. CURE FLOOR SURFACES IN ACCORDANCE WITH ACI 305, ACI 306, AND ACI 308.

32. LIQUID MEMBRANE -FORMING CURING COMPOUNDS SHALL NOT BE USED ON FLOOR SLABS WHERE

PAINT OR FLOORING IS SCHEDULED WITHOUT DEMONSTRATION THAT THE MEMBRANE CAN BE

REMOVED OR THAT THE MEMBRANE CAN SERVE AS A SATISFACTORY BASE FOR THE LATER

APPLICATION.

CONCRETE REINFORCING NOTES:

1. REINFORCING STEEL ASTM A615, 60 KSI YIELD GRADE; DEFORMED BILLET STEEL BARS.

2. STIRRUP STEEL ASTM A82.

3. WELDED STEEL WIRE REINFORCING (WWR) ASTM A1064 PLAIN TYPE; IN FLAT SHEETS.

4. TIE WIRE MINIMUM 16 GAGE ANNEALED TYPE.

5. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS SIZED AND SHAPED FOR STRENGTH AND SUPPORT

OF REINFORCEMENT DURING CONCRETE PLACEMENT CONDITIONS INCLUDING LOAD BEARING PAD

ON BOTTOM TO PREVENT PUNCTURING VAPOR RETARDER.

6. MAINTAIN CONCRETE COVER AROUND REINFORCING AS FOLLOWS

A. WALLS (EXPOSED TO WEATHER OR BACKFILL) - 1 1/2 INCHES

B. FOOTINGS AND CONCRETE FORMED AGAINST EARTH - 3 INCHES

C. SLABS ON FILL - 1 1/2 INCHES

D. ELEVATED SLABS, BEAMS AND INTERIOR COLUMNS - 1 INCH

7. SYNTHETIC STRUCTURAL FIBER REINFORCEMENT PROVIDE SYNTHETIC STRUCTURAL FIBERS

COMPLYING WITH THE FOLLOWING REQUIREMENTS

A. SYNTHETIC STRUCTURAL FIBERS SHALL MEET THE REQUIREMENTS OF ASTM C 1116

B. SYNTHETIC STRUCTURAL FIBERS SHALL BE MADE OF POLYPROPYLENE AND

POLYETHYLENE.

C. SYNTHETIC STRUCTURAL FIBERS SHALL HAVE A MINIMUM LENGTH OF 1.5”

D. SYNTHETIC STRUCTURAL FIBERS SHALL HAVE AN ASPECT RATIO (LENGTH DIVIDED BY THE

EQUIVALENT DIAMETER OF THE FIBER) BETWEEN 80 AND 100.

E. SYNTHETIC STRUCTURAL FIBERS SHALL BE GRACE STRUX 90/40 SYNTHETIC FIBER

REINFORCEMENT.

F. THE MINIMUM ADDITION RATE OF…