Southtowns Record

Village Board agenda — September 8, 2026

Government
Village of East Aurora
Board
Village Board
Meeting
Sep 8, 2026
Kind
Agenda
Topics
Public safety, Zoning and land use, Parks and recreation, Budget and taxes, Audits and oversight, Water, sewer and drainage, Roads and traffic, Housing

Original document

Same meeting

Text · page 48 of 117

Read the whole document on one page (all 117 pages, each with its own heading)

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SPECIFICATIONS  BOMAN KEMP 4040 "EASY-BUCK"
  BOMAN KEMP 4040
  SEE BOWMAN KEMP
  MANF. DETAILS FOR
  DOUBLE INSULATED VINYL WINDOW  WINDOW WELLS
  r------7
  /
  I  I
DIVISION 1: GENERAL REQUIREMENTS  FINISH HARDWARE  34'-3"  34'-3"
  INTERIOR HARDWARE SHALL BE IN A COLOR AND MANUFACTURER AS SELECTED BY THE  I  I
  7'-8"
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXECUTION OF WORK DESCRIBED IN  OWNER, LEVER STYLE (HANDICAP ACCESSSIBLE). OWNERS TO INDICATE LOCATIONS OF  r ---------- -------- -------  -,  ~  !  !
THESE CONSTRUCTION DOCUMENTS.  LOCKSETS AND ADDITIONAL HARDWARE NEEDS.  I  -----------------------------~
  I
  l)  <I! 3'-0" Ix 4'-8"  3'-0" x 4'-8" q,/
  I
  I
GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL PERTINENT PERMITS  GLAZING  ,-------~-------~-------  SUPPLY  I SUPPLY
AND MAKE ALL ARRANGEMENTS FOR INSPECTIONS REQUIRED BY THE GOVERNING BODY OR  ALL GLAZING SHALL MEET IBC FOR STRUCTURAL CHARACTERISTICS. TYPE OF GLASS AS  '  16'-0"  7
  '
  I  18'-3"
  DBL. HUNG
  !  16'-0"
  DBL. HUNG
  3-0  II  18'-3"
  I
  '
MUNICIPALITY.  SELECTED BY OWNER IF ORNAMENTAL LOCATIONS ARE SPECIFIED.  FULL
  F.V. CODE COMPLIANT
  VIEW
  2'-6" x 4'-8"  STEPS TO GRADE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS
AND SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, LATEST EDITION.  DIVISION 9: FINISHES  DBL. HUNG

  3S
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NYS ENERGY CONSERVATION  GYPSUM BOARD
  BASEMENT  3S
CONSTRUCTION CODE, LATEST EDITION.  GYPSUM WALLBOARD IS REQUIRED ON ALL WALLS AND CEILINGS IN HABITABLE SPACES.
  e
  WALLBOARD SHALL BE1/2" THICK OR AS INDICATED ON THE CONSTRUCTION DOCUMENTS.  0S
  ------ -
ALL WORK SHALLBE PERFORMED BY PERSONS EXPERIENCED WITH THIS TYPE OF WORK
DESCRIBED HEREIN. MATERIALS USED FOR THIS PROJECT SHALL BE NEW AND
MANUFACTURED FOR THE PURPOSE INDICATED ON THE CONSTRUCTION DOCUMENTS.
  SEE PLANS FOR FIRE RATED CONSTRUCTION APPLICATIONS. MOISTURE RESISTANT
  WALLBOARD SHALL BE USED IN BATHROOMS AND AREAS SUSCEPTIBLE TO MAOISTURE.

  -o\
  ✓-
  -◊  16" X 42" CONCRETE
  PIER WITH SIMPSON BRACKET,
  6X6 PT POST, TYP.  BEDROOM  WEATHERPROOF

  16'-3"
  PAINTING
  ~D

  16'-0"
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DIMENSIONS, GRADE ELEVATIONS,  PAINT AND INTERIOR STAIN SHALL BE AS MANUFACTURED BY 'BENJAMIN MOORE' OR AN  I
  S  COVERED PATIO
UTILITY LOCATIONS AND SERVICE CONNECTIONS PRIOR TO THE COMMENCEMENT OF WORK.  APPROVED EQUAL. ALL FINISHED PAINTING SHALL BE ONE COAT OF PRMER AND TWO  I
  FINISHED COATS. ITEMS TO BE STAINED SHALL INCLUDED FINAL COAT OF VARNISH.  CEILING FRAMING ABOVE: 2x8's
  I
ANY DIMENSIONAL DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION,  I  I
IN WRITING, PRIOR TO THE FABRICATION OR ERECTION OF CONSTRUCTION COMPONENTS.
  DIVISION 10: SPECIALTIES  I  I

  23'-521 "
  24'-0"
  24'-0"

  24'-0"
  I  e
  WALLS: 8" WIDE, 8" X 18" CONTINUOUS FOOTING

  23'-6"
DIVISION 2: SITEWORK  STORAGE SHELVING
  ALL STORAGE SHELVING SHALL BE 3/4" PLYWOOD FINISHED WITH END STRIPS AND
  I
  3) #4 BARS CONTINUOUS IN FOOTING, WALLS REINFORCED
  I
  #4 BAR 32" OC HORIZONTAL & VERTICAL
  I

  I  DBL. HUNG
SUBSURFACE INVESTIGATION:
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE PREPARATIONS INCLUDING
  CLOSET RODS SHALL BE STEEL OR AS APPROVED BY OWNER. BLOCK IN ALL ACCESSORY
  LOCATIONS BEHIND WALL.

  DIVISION 15: MECHANICAL
  N  I
  I

  COVERED PATIO
  2'-6" x 4'-8"
  2X4 AT 16" O.C., 3- PLATE WALLS
  ALL WALLS HAVE WOOD CORNERS
  AND MIN. 2X10X2 HEADERS UNLESS
UTILITY SEARCHES AND UNDERGROUND INVESTIGATIONS AS REQUIRED BY LOCAL ORDINANCES.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL EVALUATION AS THEY PERTAIN TO
  I
  I / /  ----  -' "  NOTED OTHERWISE FOR INT. WALLS
  PT 6X6

  158 WEST FILLMORE AVE., EAST AURORA, NEW YORK 14052
  ~)
THIS PROJECT UNLESS OTHERWISE PROVIDED BY OWNER.  I,,  RETURN
  ALL MECHANICAL WORK SHALL BE IN ACCORDANCE WITH ASHRAE GUIDELINES FOR DESIGN
  <}/

  PROPERTY LINE
SITE PREPARATIONS:
GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADEQUATE SITE CLEARING AND
  AND INSTALLATION.
  <>--,  WEATHERPROOF

  2'-6"
GRADING TO PROVIDE A SAFE WORKPLACE.  ALL PLUMBING WORK SHALL BE AS PER NYS PLUMBING GUIDELINES FOR DEISGN AND  \
  INSTALLATION.  \
LANDSCAPING:  FLOOR FRAMING ABOVE: 2x10's  I
  I  ->-
GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE GRADING AND LAWN PLACEMENT  ALL MATERIALS SHALL CONFORM TO INDUSTRY STANDARDS.  FLOOR JOISTS @ 12" OC

  7'-9"
  DBL. JOISTS UNDER PARALLEL PARTITIONS I
  CL.

  7'-121 "
AS PER THE AGREEMENT MADE BETWEEN THE CONTRACTOR AND THE OWNER. ALL FOUNDATION

  THE COLE RESIDENCE
GRADING SHALL MEET MUNICIPAL GRADE REQUIREMENTS AND DRAIN AWAY FROM THE BUILDING
TO AREAS DESIGNATED BY THE MUNICIPALITY.  DIVISION 16: ELECTRICAL  I
  I
  2-6 PKT.
  I
  NEW FLOORING TO ALIGN
  ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE  I  S
  WITH EXISTING LEVEL
DIVISION 3: CONCRETE  FOR DESIGN AND INSTALLATION.

CONCRETE
  ALL MATERIALS SHALL CONFORM TO INDUSTRY STANDARDS FOR THE SAME.  ' n I
  LI  71  II
  S  /  I  r '
  LI  I- - - - - -  "ll)
  I  7'-221 "
  3-0
  POCKET  3S

  S3
  4'-0"

FORMWORK SHALL BE WOOD OR METAL AS USED BY THE CONTRACTOR. ALL FORMWORK  I
  S3  S
  RETURN
  LIGHTING SCHEDULE  \__ATTACH NEW FOUNDATION TO EXISTING: #6 DOWEL, 12" LONG  LINEN

  2'-0"
SHALL MEET OR EXCEED INDUSTRY STANDARDS FOR THE TYPE USED AND SHALL BE SET  ~  I
  REMOVE EXISTING WINDOW,

  2'-8"
TRUE AND LEVEL.  TOWER
  PROVIDE ACCESS TO NEW

CONCRETE REINFORCING  CONDUCTORS SHALL BE COPPER AND HAVE THHN INSULATION. ALL WIRE SHALL BE NEW
  BASEMENT SPACE, F.V. LOCATION
  DRILLED AND GROUTED INTO EXISTING AT 12" OC VERTICALLY.
  DOWEL TO BE FULLY GROUTED, WATERPROOF CONNECTION  e GFI
  "  _.,. .
  ' 3'-0"  2-6
  BI-PASS
ALL REINFORCING SHALL MEET BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,  I
  AND HAVE SIZE AND INSULATION TYPE INDICATED ON IT'S COVER. ALL WIRE SHALL HAVE
  HALF WALL .'S SI

  0
LATEST EDITION. WIRE REINFORCING SHALL CONFORM TO ASTM A82. STEEL REINFORCING  BEEN MANUFACTURED IN ACCORDANCE WITH THE LATEST APPLICABLE CODES. ALL WORK
  CL.  BATH

  4'-0"
  I _I,,- /
SHALL CONFORM TO ASTM A65, GRADE 60. PROTECTION FOR REINFORCING CONCRETE  SHALL BE IN ACCORDANCE WITH NEC, OSHA, AND LOCAL CODES.
  ,I  ·-.1
  3-0
IS AS FOLLOWS:  .
  DIRECT EXHAUST..1-  POCKET
FOOTINGS: 3" COVER BOTTOM AND SIDES  ANY ITEMS NOT SPECIFIED ON THE DOCUMENTS, BUT REQUIRED TO COMPLETE THIS PROJECT  BATHROOM TO THE EXTERIOR
PIERS AND WALLS: 2" COVER ALL AROUND  ·\ .
SLABS: 3/4" COVER AT MAIN REINFORCING
  SHALL BE INSTALLED PER GENERALLY ACCEPTED STANDARDS.  TYP. ALL BATHROOMS
  .
  ' \.  I  I "T
  KITCHEN
  CONDUIT SHALL BE EMT WITH ALL REQUIRED FITTINGS, WHERE FLEXIBLE RACEWAY IS REQUIRED,

  I  1'-6" X
  '  BATH --  S  C
  COVERED PATIO

  1'-6"
CAST-IN-PLACE CONCRETE  3'-6" DH I  I
  USE MC CABLE IS ALLOWABLE BY LOCAL CODES.
ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.  FROSTED GLASS
  .,  I  3'-0"
  • '
EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI.  I SUPPLY
SIDEWALK SHALL INCLUDED 5X5 MESH REINFORCING, CONTROL JOINTS AT MAX OF 4'-0",
  PROVIDE FIRESTOPPING THROUGH ALL FIRE WALLS.  .,
  421 "
PITCH AWAY FROM BUILDING.  _,  1
  ALL RECEPTACLES, PHONE JACKS, ETC., SHALL BE FLUSH MOUNTED AT 18" AFF AND SHALL  - TILES WALL,

  3'-121 "
  2
  '
DIVISION 5: METALS  BE COMPLETE WITH THERMOPLASTIC COVER PLATE THAT MATCHES THE ADJACENT FINISHES.

  4'-6"
  L
  ~  GLASS TO CEILING
  L
  ABOVE  NEW DOORS THROUGHOUT
  ALL PANELS SHALL BE MANUFACTURED BY 'ITE', 'SQUARE D' OR APPROVED EQUAL.  -,  .  . .  THE MAIN FLOOR TO MATCH
STRUCTURAL STEEL  NEW ADDITION
  -  I  I  I  I

  12"
ALL STRUCTURAL STEEL SHALL BE AS INDICATED ON THE CONSTRUCTION DOCUMENTS, BUT  SMOKE DETECTORS SHALL BE TWO WIRE PHOTOELECTRIC - 2400 SERIES  SHAMPOO RECESS  S3

  AIR BARRIERS & INSTALLATION
NOT LIMITED TO SAME. ALL STRUCTURAL STEEL SHALL CONFORM TO SPECIFICATION FOR  SYSTEM SHALL BE HARDWIRED AND INTERCONNECTED, LOCATIONS PER NFPA STANDARD
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS OF THE  CODES AND INSTALLED IN CONCERT WITH SECURITY SYSTEM IF APPLICABLE.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITION.  8'-121 "

STEEL PLATES & SHAPES: ASTM A-36
  PLUMBING FIXTURE SCHEDULE  TILE SEAT
PIPE COLUMNS: ASTM A-53  COMPONENT  AIR BARRIER CRITERIA  INSULATION CRITERIA
SEAMLESS GRADE B-NUTS & BOLTS: ASTM A-325  KOHLER: WATER CLOSET

  PROPERTY LINE
ANCHOR BOLTS: ASTM A- 307  COLOR: AS SELECTED BY OWNER  GENERAL REQUIREMENTS  1. CONTINUOUS AIR BARRIER SHALL BE INSTALLED AT THE BUILDING ENVELOPE.  REMOVE EXISTING BASE MOLDING, REPLACE
ALL STRUCTURAL STEEL SHALL RECEIVE A PRIME COAT OF RUST INHIBITIVE PAINT.  2. THE EXTERIOR THERMAL INSULATION SHALL HAVE A CONTINUOUS AIR BARRIER.  WITH NEW TO MATCH ADDITION, PAINT LIVING ROOM
  LAVATORY INTEGRATED INTO COUNTER  3. ANY BREAKS OR JOINTS SHALL BE SEALED.  DINING
DIVISION 6: WOOD & PLASTICS  COLOR: AS SELECTED BY OWNER

  CEILING / ATTIC  1. THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH  THE INSULATION SHALL ALIGN WITH THE AIR BARRIER  GARAGE
  FAUCET STYLE AS SLECTED BY OWNER
  THE INSULATION.
  COLOR: AS SELECTED BY OWNER
ROUGH CARPENTRY  2. ANY GAPS SHALL BE SEALED.
ALL FRAMING LUMBER SHALL BE INDICATED ON THE CONSTRUCTION DOCUMENTS. ALL  SHOWER HEAD AND MIXERS: AS SELECTED BY OWNER  3. ANY OPENINGS (ATTIC HATCH, ETC.) TO UNCONDITIONED ATTICE SPACE
PRESSURE TREATED WOOD SHALL BE EMPLOYED AT AREAS EXPOSED TO THE WEATHER
  TOILET TISSUE, TOWEL BARS AND MIRROR:
  SHALL BE SEALED.  FAMILY ROOM
OR IN CONTACT WITH SOIL OR FOUNDATIONS.
  PROVIDED BY OWNER
  WALLS  1. THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED.  1. CAVITIES TO BE COMPLETELY FILLED WITH INSULATION WITH A MIN. R-3 RATING
EXTERIOR GRADEPLYWOOD SHEATHING SHALL BE USED AT WALLS AND ROOF DECK AREAS.  COLOR & STYLE: AS SELECTED BY OWNER
  2. THE JUNCTION OF THE TOP PLATEAND THE TOP OF THE EXTERIOR WALL  2. EXTERIOR INSULATION TO BE IN CONTACT AND ALIGNMENT WITH THE AIR BARRIER.
  SHALL BE SEALED.
ALL STRUCTURAL FRAMING MEMBERS SHALL BE DOUGLAS FIR OR MANUFACTURED
  3. KNEE WALLS SHALL BE SEALED.
PRODUCTS AS INDICATED ON CONSTRUCTION DOCUMENTS.
  HEADER SCHEDULE  DESIGN DATA
LUMBER PROPERTIES SHALL BE AS FOLLOWS: DOUG FIR: Fb:1450, Fc:1050.
  OPEN SIZE  HEADER  SNOW LOAD: 55# PER SQUARE FOOT
ALL FRAMING SHALL BE 2X4 OR 2X6 STUDS AT 16" OC, HEM FIR #2 Fb:1350, Fc:825.  UP TO 3'-0"  (2) 2X6'S  WIND LOAD: 115 MILES PER HOUR
  UP TO 6'-0"  (2)2X10'S  SEISMIC DESIGN AREA: 4  WINDOWS, SKYLIGHTS & DOORS  1. THE GAP BETWEEN THE WINDOWS, DOOR JAMBS TO FRAMING TO BE SEALED.
ALL LAMINATED STRUCTURAL ELEMENTS SHALL BE AS MANUFACTURED BY LOUSIANA-  UP TO 9'-0"  (2) 2X12'S  LIVE LOAD: 40# PER SQUARE FOOT  2. THE GAP BETWEEN SKYLIGHTS TO FRAMING TO BE SEALED.
PACIFIC OR AN EQUAL ALTERNATE. APPROVAL OF ALTERNATES SHALL BE  UP TO 13'-0"  (3) 2X12'S
SUBMITTED TO THE ARCHITECT IN WRITING.

ARCHITECTURAL WOODWORK  RIM JOIST  THE RIM JOIST SHALL INCLUDED AN AIR BARRIER  RIM JOIST TO BE INSULATED WITH THE SAME INSULATION AS THE WALLS.
STAIR PARTS SHALL BECONSTRUCTED TO MEET IBC FOR STRUCTURAL CHARACTERISTICS AND

  MECH. DESIGN
SHALL INCLUDE ALL PARTS FOR CODE COMPLIANT INSTALLATION.
  FLOORS (CANTILEVERS AND FLOORS  AN AIR BARRIER SHALL COVER ANY EXPOSED INSULATION INCLUDING ENDS.
  OVER GARAGE)  6'-321 "
PLASTIC FABRICATIONS
ALL PLASTIC LAMINATES SHALL E AS MANUFACTURED BY FORMICA OR APPROVED ALTERNATE.  ENTRY
TOPS SHALL BE ADHERED TO WOOD SUBSTRATES PER INDUSTRY STANDARDS.
  CRITERIA  CRAWL SPACE FLOOR AND WALL  A CLASS 1 VAPOR BARRIER RETARDER SHALL BE INSTALLED OVER A CRAWL
  SPACE FLOOR

DIVISION 7: THERMAL & MOISTURE PROTECTION  SHAFT PENETRATIONS  DUCT SHAFTS, UTILITY PENETRATIONS AND FIRE SHAFT OPENINGS TO
  EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED.
  NORTH
DAMPROOFING  INDOOR DESIGN TEMPERATURES:

  MAIN FLOOR PLAN
FOUNDATIONS SHALL BE DAMPROOFED WITH A 'DELTA-MS' MAT INSTALLED PER  HEATING: 72 DEGREES F (MAX)  NARROW CAVITIES  AN AIR BARRIER SHALL BE EXPOSED IF EXPOSED TO AN EXTERIOR OR  INSULATION IN NARROW CAVITIES SHALL BE CUT TO FIT OR CAVIITIES SHALL BE
MANUFACTURERS REQUIREMENTS FOR FULL HEIGHT FOUNDATIONS OR 2 COATS OF SPRAY  COOLING: 75 DEGREES F (MIN)  UNCONDITIONED SPACE  FILLED WITH INSULATION THAT READILY CONFORMS TO CAVITIY SPACE.
ON WATERPROOFING IF INDICATED OTHERWISE. CONTRACTOR SHALL ENSURE THAT ENTIRE  □------□
SURFACE IS COVERED. MASONRY BLOCK WALLS SHALL BE SEALED PER MASONRY STANDARDS.  OUTDOOR DESIGN TEMPERATURES:  GARAGE  AIR SEALING SHALL BE PROVIDED BETWEEN GARAGES AND CONDITIONED  1/4" = 1'-0"
  HEATING: 6538 DEGREE DAYS  SPACES.  □------□

INSULATION  COOLING: 558 DEGREE DAYS  HEATHER M. NEMEC
ALL INSULATIONS SHALL BE INSTALLED AS INDICATED ON THESE CONSTRUCTION DOCUMENTS  ARCHITECT
AND/OR PER THE NYS ENERGY CONSERVATION CONSTRUCTION CODE, LATEST EDITION.  RECESSED LIGHTING  RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL  RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL
  ENVELOPE SHALL BE SEALED TO THE DRYWALL.  ENVELOPE SHALL BE AIR TIGHT AND IC RATED.
  HVAC MINIMUM EQUIPMENT EFFICIENCIES:  8639 FINCH ROAD
SHINGLE ROOFING  COLDEN, NEW YORK 14033
ROOF SHINGLES SHALL BE AS MANUFACTURED BY 'IKO' OR AS SELECTED BY THE OWNER.  COOLING: SPLIT SYSTEM  PHONE (716) 907-1500
  PLUMBING & WIRING  INSULATION SHALL BE CUT TO FIT AROUND WIRING AND PLUMBING IN
STYLE, COLOR AND TYPE SHALL BE AS SELECTED BY OWNER. SHINGLES SHALL BE  AC 13 SEER, HP 14 SEER, 8.0 HSPF  E-MAIL:
INSTALLED IN A MANNER ACCEPTABLE TO THE INDUSTRY.  EXTERIOR WALLS, INSULATION SHALL READILY CONFORM TO AVAILABLE SPACE
  [email protected]
  HEATING: GAS FURNACE  IN AREA INSTALLED.
FLASHING & SHEET METAL  80 AFUE
ALL FLASHING SHALL BE ALUMINUM AND SHALL PROVIDE MINUMUM 8'-0" VERTICAL
PROTECTION. MATERIALS SHALL BE COMPATIBLE WITH ADJACENT MATERIALS.  WATER HEATING:  SHOWERS & TUBS  INSULATION SHALL BE INSTALLED AROUND SHOWERS AND TUBS INSTALLED
  GAS STORAGE, GREATER THAN 55 GALLONS  ADJACENT TO EXTERIOR WALLS AND UNCONDITIONED SPACES.
GUTTERS & DOWNSPOUTS  0.80 (0.0182 - (0.00078 X VOLUME)
ALL GUTTERS AND DOUWNSPOUTS SHALL BE ALUMINUM (SEAMLESS) AS MANUFACTURED
BY 'ALCOA PRODUCTS'. STYLE, SHAPE AND COLOR AS SELECTED BY THE OWNER.  ELEC. / PHONE ON EXT. WALLS  AN AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AND PHONE
  BOXES OR AIR SEALED BOXES SHALL BE INSTALLLED.
JOINT SEALERS
ALL JOINT SEALERS SHALL BE EMPLOYED AT CONNECTIONS TO THE BUILDING AND AS

  ELEC. NOTES
INSTALLED IN A MANNER ACCEPTABLE TO THE INDUSTRY.  HVAC REGISTER BOOTS  HVAC REGISTER BOOTS THE PENETRATE THE BUILDING ENVELOPE TO BE SEALED
  TO THE FLOOR AND DRYWALL.

DIVISION 8: DOORS & WINDOWS  □------□

  ELEV. &
METAL DOORS & FRAMES
  PLAN
  NYS ENERGY CODE COMPLIANCE TABLE
EXTERIOR DOORS SHALL BE STEEL INSULATED IN A STYLE AND COLOR AS SELECTED BY  1. CONDUCTORS TO BE COPPER WITH THIN INSULATION.
THE OWNER.  2. CONDUCTORS TO HAVE BEEN MANUFACTURED WITHIN ONE
  PERMIT:
  YEAR OF INSTALLATION.
WOOD DOORS  3. CONDUCTORS TO BE STRANDED AND #12 ASW  CAD FILE: COLE2025
INTERIOR WOOD DOORS SHALL BE SIZED AS INDICATED ON THE PLANS WITH A MIN. HT.  CHAPTER 11 - ENERGY EFFICIENCY INTERNATIONAL RESIDENTIAL CODE  DRAWN BY: HMN
  4. PANEL BOARD SCHEDULE TO BE PROVIDED.
OF 6'-8" UNLESS NOTED OTHERWISE. DOORS TO BE COLONIST SIX PANEL PREHUNG UNLESS  CLIMATE ZONE #5A ERIE COUNTY - TABLE N1102.1.2 (R402.1.2)  COPYRIGHT 2025
  5. ANY CONDUIT TO BE METAL CLAD.
INDICATED OTHERWISE.  6. BUSHINGS TO BE INSTALLED IN ANY CONDUIT ENDS.  HEATHER M. NEMEC, ARCHITECT
  7. ANY CONDUCTORS IN CONCRETE TO BE IN 4" PVC PIPE.  □------□
  FENESTRATION U FACTOR  SKYLIGHT U FACTOR  GLAZED FENESTRATION SHGC  CEILING R VALUE  WOOD FRAME WALL R VALUE  MASS WALL R VALUE  FLOOR R VALUE  BASEMENT WALL R VALUE  SLAB DEPTH & R VALUE  CRAWL SPACE R VALUE
WINDOWS  8. SWITCHES TO BE 48" ABOVE THE FLOOR.
WINDOWS AS INDICATED ON THE PLANS, MANUFACTURED BY 'ANDERSEN', 400 SERIES,  9. RECEPTICALES TO BE 12" ABOVE FLOOR.  R-49 OR R-38  R-15 CONT. OR R-21  R-15 CONT. OR R-21  I, HEATHER M. NEMEC, ARCHITECT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE
  .35 MAX  -  R-20 OR R-13.5 MIN.  13/17 MIN.  R-30 MIN.  R-10 TO 2'-0"
  □------□
  CODE  .55 MAX
OR 'PELLA' PROLINE, OR APPROVED EQUAL. ALTERNATE WINDOWS MAY BE USED UNDER  10. SMOKE DETECTORS/ALARMS AND CO DETECTORS TO  FOR ENTIRE CEILING  CAVITY  CAVITY  THAT THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY CODE

  A-1
THE FOLLOWING CONDITIONS:  HAVE A DEDICATED SYSTEM.
THEY MEET LIGHT AND EGRESS REQUIREMENTS AS SET FORTH IN THE IBC AND ENERGY  11. TV AND PHONE SYSTEMS TO HAVE A DEDICATED SYSTEM.  ACTUAL  .32 & .33  NONE  -  R-49  R-21  NONE  NONE  R-21  NONE  NONE
CONSERVATION CONSTRUCTION CODES.

  10 JULY 2026
  SIGNATURE  DATE
  □  □