Building A (6-unit) - STAMPED.pdf

PDF 2 MB Posted Aug 6, 2026

Attached to: Lapham Estates - 2 West Street Macedon, New York
Solicitation number: 2137895
Issued by: Warren County, New York

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Written by GovTribe AI · Aug 11, 2026

This is a stamped construction document set for Building A, a six-unit residential structure included in the Lapham Estates project located at 2 West Street in Macedon, New York. The project involves the construction of three all-electric, wood-framed townhome buildings totaling fifteen residential units, with this document representing the architectural and engineering plans for one of the building components. The stamped documents indicate that the plans have been reviewed and approved by the appropriate authorities and are ready for construction bidding and implementation. The construction documents package includes the Scope of Work by Division, stamped construction documents, energy performance reports (ResCheck), and site and civil plans necessary for contractors and suppliers to prepare accurate bids for the project.

The project is being offered by Gerber Homes and is subject to Minority/Women Business Enterprise (MWBE) contracting goals totaling 30.00% of the contract value. No Service-Disabled Veteran-Owned Business (SDVOB) or Disadvantaged Business Enterprise (DBE) goals have been established for this procurement. No incumbent has held an identical or substantially similar contract within the past five years. The all-electric design of the townhomes reflects current environmental and energy efficiency standards, with detailed energy documentation provided to support the bid process and compliance verification.

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Heat Calculations.pdf	PDF	Aug 6, 2026
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Building Address Plan.pdf	PDF	Aug 6, 2026
00 - Invitation to Bid & Package Index.pdf	PDF	Aug 6, 2026
ResCheck - Building B - STAMPED.pdf	PDF	Aug 6, 2026
Building C (6-unit) - STAMPED.pdf	PDF	Aug 6, 2026
2 West Main - Bid Submission Form.pdf	PDF	Aug 6, 2026
ResCheck - Building C - STAMPED.pdf	PDF	Aug 6, 2026
Lighting Layout - All Buildings.pdf	PDF	Aug 6, 2026
2 West Main Townhomes - Scope of Work by Division--.pdf	PDF	Aug 6, 2026
ResCheck - Building A - STAMPED.pdf	PDF	Aug 6, 2026
Building B (3-unit) - STAMPED.pdf	PDF	Aug 6, 2026

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MECHANICAL VENTILATION RATE:

THIS PLAN AS DESIGNED REQUIRES (MIN) 1

CONTINUOUSLY RUN EXHAUST FAN

CAPABLE OF (MIN) 60 c.f.m. WITH A

MANUAL OVERRIDE SWITCH AS PER

SECTION M1505.42 OF 2020 RCNYS

SEE TABLES M1505.4.3(1) & M1505.4.3(2)

& M1505.4.4 (PAGE 1)

DWELLING UNIT

FLOOR AREA

(square feet)

NUMBERS OF BEDROOMS

AIRFLOW IN CFM

0-1 2-3 4-5 6-7 >7

30 45 60

<1,500

1,501-3,000

3,001-4,500

4,501-6,000

6,001-7,500

>7,500 165150135120

150135

FOR SI: 1 square foot= 0.0929 m2, 1 cubic foot per min= 0.0004719 m3/s

CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW

RATE REQUIREMENTS

TABLE M 1505.4.3 (1)

RUN-TIME PERCENTAGE IN EA. 4-

HOUR SEGMENT

FACTOR

25% 33% 50% 100%66% 75%

4 3 2 1.5 1.3 1.0

TABLE M 1505.4.3 (2)

INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS

a,b

a. FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE

FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION

b. EXTRAPOLATION BEYOND TABLE IS PROHIBITED

TABLE M 1505.4.4

AREA TO BE EXHAUSTED

KITCHENS

BATHROOMS- TOILET

ROOMS

EXHAUST RATES

100 cfm INTERMITTENT OR 25 cfm CONTINUOUS

MECHANICAL EXHAUST CAPACITY OF 50 cfm INTERMITTENT OR 20 cfm COUNTINUOUS

FOR SI: 1 CUBIC FT. PER MINUTE =0.0004719 m3/s.

MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE AND TWO-FAMILY DWELLINGS

GEOTECHNICAL EVALUATION

IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD-

BEARING VALUES IN TABLE R401.4.1 SHALL BE ASSUMED.

TABLE R401.4.1

PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa

CLASS OF MATERIALS

CRYSTALLINE BEDROCK

SANDY GRAVEL AND/OR GRAVEL (GW & CP)

SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL,

AND CLAYEY GRAVEL (SW, SP, SM, SC, GM, & GC)

SEDIMENTARY & FOLIATED ROCK

CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT,

AND SANDY SILT (CL, ML, MH, & CH)

LOAD-BEARING PRESSURE

(POUNDS PER SQUARE FOOT)

12,000

4,000

3,000

2,000

1,500 b

a. WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE

BEARING CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS.

b. WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 psf ARE LIKELY TO BE

PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE

DETERMINED BY A SOILS INVESTIGATION.

UNIFIED SOIL CLASSIFICATION SYSTEM

UNIFIED SOIL

CLASSIFICATION

SYSTEM SYMBOL

SOIL DESCRIPTION

WELL- GRADED GRAVELS, GRAVEL

SAND MIXTURES, LITTLE OR NO FINES

POORLY GRADED GRAVELS OR

GRAVEL SAND, LITTLE OR NO FINES

WELL-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES

POORLY GRADED SANDS OR GRAVELLY

SANDS, LITTLE OR NO FINES

SILTY SAND, SAND-SILT MIXTURESSM

SILTY GRAVELS, GRAVEL-SAND-SILT

MIXTURES

CLAYEY GRAVELS, GRAVEL-SAND-CLAY

MIXTURES

CLAYEY SANDS, SAND-CLAY MIXTURE

MIXTURES

INORGANIC SILTS & VERY FINE SANDS,

ROCK FLOUR, SILTY OR CLAYEY FINE

SANDS OR CLAYEY SILTS WITH SLIGHT

PLASTICITY

INORGANIC CLAYS OF LOW TO MEDIUM

PLASTICITY, GRAVELLY CLAYS, SANDY

CLAYS, SILTY CLAYS, LEAN CLAYS

INORGANIC CLAYS OF HIGH PLASTICITY,

FAT CLAYS

INORGANIC SILTS, MICACEOUS OR

DIATOMACEOUS FINE SANDY OR SILTY

SOULS, ELASTIC SILTS

ORGANIC SILTS & ORGANIC SILTY CLAYS

OF LOW PLASTICITY

ORGANIC CLAYS OF MEDIUM TO HIGH

PLASTICITY, ORGANIC SILTS

PEAT & OTHER HIGHLY ORGANIC SOILS

TABLE N1102.4.1.1 (R402.4.1.1)

AIR BARRIER AND INSULATION INSTALLATION

COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA

THE SPACE BETWEEN WINDOW / DOOR

JAMBS AND FRAMING, AND SKYLIGHTS AND

FRAMING SHALL BE SEALED.

RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED.

THE AIR BARRIER SHALL BE INSTALLED AT ANY

EXPOSED EDGE OF INSULATION.

FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED

TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE

OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY

INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH

THE TOP SIDE OF SHEATHING, OR CONTINUOUS

INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR

FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP

OF ALL PERIMETER FLOOR FRAMING MEMBERS.

EXPOSED EARTH IN UNVENTED CRAWL

SPACES SHALL BE COVERED WITH A CLASS I

VAPOR RETARDER WITH OVERLAPPING

JOINTS TAPED.

WHERE PROVIDED INSTEAD OF FLOOR

INSULATION, INSULATION SHALL BE

PERMANENTLY ATTACHED TO THE

CRAWLSPACE WALLS.

GENERAL REQUIREMENTS

CEILING / ATTIC

WALLS

WINDOWS, SKYLIGHTS AND DOORS

RIM JOISTS

CRAWL SPACE WALLS

DUCT SHAFTS, UTILITY PENETRATIONS, AND

FLUE SHAFTS OPENING THE EXTERIOR OR

UNCONDITIONED SPACE SHALL BE SEALED.

SHAFTS, PENETRATIONS

BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,

OR NARROW CAVITIES SHALL BE FILLED BY

INSULATION THAT ON INSTALLATION READILY

CONFORMS TO THE AVAILABLE CAVITY SPACE.

NARROW CAVITIES

AIR SEALING SHALL BE PROVIDED BETWEEN

THE GARAGE AND CONDITIONED SPACES.GARAGE SEPARATION

RECESSED LIGHT FIXTURES INSTALLED IN THE

BUILDING THERMAL ENVELOPE SHALL BE SEALED

TO THE DRYWALL.RECESSED LIGHTING

RECESSED LIGHT FIXTURES INSTALLED IN THE

BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT AND

IC RATED.

PLUMBING AND WIRING

BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING

AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ON

INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL

EXTEND BEHIND PIPING AND WIRING.

THE AIR BARRIER INSTALLED AT EXTERIOR WALLS

ADJACENT TO SHOWERS AND TUBS SHALL

SEPARATE THEM FROM THE SHOWERS AND TUBS.SHOWER / TUB ON EXTERIOR WALL

EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS

SHALL BE INSULATED.

THE AIR BARRIER SHALL BE INSTALLED BEHIND

ELECTRICAL OR COMMUNICATION BOXES OR

AIR-SEALED BOXES SHALL BE INSTALLED.

HVAC REGISTER BOOTS THAT PENETRATE

BUILDING THERMAL ENVELOPE SHALL BE SEALED

TO THE SUBFLOOR OR DRYWALL.

HVAC REGISTER BOOTS

WHEN REQUIRED TO BE SEALED,CONCEALED

FIRE SPRINKLERS SHALL ONLY BE SEALED IN A

MANNER THAT IS RECOMMENDED BY THE

MANUFACTURER. CAULKING OR OTHER

ADHESIVE SEALANTS SHALL NOT BE USED TO FILL

VOIDS BETWEEN FIRE SPRINKLER COVER PLATES

AND WALL OR CEILINGS.

CONCEALED SPRINKLERS

a. IN ADDITION, INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400.

CAVITIES WITH CORNERS AND HEADERS OF FRAME WALLS SHALL BE

INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL

HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM.

EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS

SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS

ALIGNMENT WITH THE AIR BARRIER.

A COUNTINUOUS AIR BARRIER SHALL BE

INSTALLED IN THE BUILDING ENVELOPE.

THE EXTERIOR THERMAL ENVELOPE CONTAINS

A COUNTINUOUS AIR BARRIER.

BREAKS OR JOINTS IN THE AIR BARRIER SHALL

BE SEALED.

THE AIR BARRIER IN ANY DROPPED CEILING /

SOFFIT SHALL BE ALIGNED WITH THE INSULATION

AND ANY GAPS IN THE AIR BARRIER SHALL BE

SEALED.

ACCESS OPENINGS, DROP DOWN STAIRS, OR

KNEE WALL DOORS TO UNCONDITIONED ATTIC

SPACES SHALL BE SEALED.

THE JUNCTION OF THE FOUNDATION AND STILL

PLATE SHALL BE SEALED.

THE JUNCTION OF THE TOP PLATE AND THE TOP

EXTERIOR WALLS SHALL BE SEALED.

KNEE WALLS SHALL BE SEALED.

AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING

MATERIAL.

THE INSULATION IN ANY DROPPED CEILING / SOFFIT SHALL BE

ALIGNED WITH THE AIR BARRIER.

FLOORS ( INCLUDING ABOVE

GARAGE AND CANTILEVERED

FLOORS )

ELECTRICAL / PHONE BOX ON

EXTERIOR WALLS

INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT

CLIMATE ZONE

.274

NR = NOT REQUIRED

FOR Sl : 1 FOOT - 304.8mm

A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE.

B. INT. (INTERMEDIATE FRAMINGS) DENOTES STANDARD FRAMING 16 INCHES ON CENTER. HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION.

C. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+10" MEANS R-13 CAVITY INSULATION

PLUS R-10 CONTINUOUS INSULATION.

D. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR

OF THE MASS WALL.

E.15/19 MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL.

F. R-10 CONTINUOUS INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE

FOR SLABS AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB.

G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19.

H. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO LL GLAZED FENESTRATION.

FENESTRATION

U-FACTORh

SKYLIGHT

U-FACTORh

GLAZED

FENESTRATION

SHGCh

CEILING

R-VALUE

WOOD FRAME

WALL

R-VALUE

b,c

MASS WALL

R-VALUE

FLOOR R-VALUE BASEMENT

WALL

R-VALUE

e SLAB R-VALUE

AND DEPTH

f CRAWL SPACE

WALL

R-VALUE

.27

.50

15/20

30g

15/19

10,4 ft

15/19

21 INT. OR 20+5

OR 13+10

21 INT. OR 20+5

OR 13+10

20+5

OR 13+10

REVISIONS :

DOCUMENT DATE :

DOCUMENT PHASE :

SCALE: AS NOTED

PROJECT NUMBER :

SHEET :

1260 RIDGE ROAD

ONTARIO, NY 14519

1.888.437.2372

THESE PLANS ARE PROTECTED UNDER FEDERAL

UNAUTHORIZED REPRODUCTION OR

MODIFICATION OF THESE PLANS IS A VIOLATION

OF COPYRIGHT LAWS. CLIENT RIGHTS ARE

LIMITED TO ONE-TIME USE FOR THE

CONSTRUCTION OF THESE PLANS.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO

THIS PLAN IS A VIOLATION OF THE NEW YORK

STATE EDUCATION LAW, ARTICLE 145, SECTION

7209.

GERBER HOMES

G 'A

8/25

23135-3

A100

M A

O N

N Y

COVER PAGE

C.D.'S

DRAWING LIST

A100 COVER PAGE

A102 OVERALL FOUNDATION PLAN

A103 OVERALL FIRST FLOOR PLAN

A104 OVERALL SECOND FLOOR PLAN

A105 PARTIAL FLOOR PLANS

A106 ROOF PLAN & SECTIONS

A107 ELEVATIONS

A108 ELEVATIONS

A109 DETAILS

BUILDING 'A'

WEST ST

MACEDON, NY

GERBER HOMES

SQUARE FOOTAGE

FIRST FLOOR SQUATE FOOTAGE: 672 SQ.FT. (PER UNIT)

SECOND FLOOR SQUARE FOOTAGE: 874 SQ.FT (PER UNIT)

TOTAL SQUARE FOOTAGE: 1,546 SQ.FT. (PER UNIT)

TOTAL CONDITIONED VOLUME: 19,962 CU.FT. (PER UNIT)

STRUCTURAL MATERIAL SPECIFICATIONS:

STRUCTURAL STEEL ASTM A-36, Fy=36 KSI

REINFORCED STEEL ASTM A-615, Fy=40 KSI

WIRE MESH ASTM A-185, 6x6-10/10 W.W.M.

LUMBER ALL STRUCTURAL MEMBERS, JOIST, RAFTERS, ETC. TO BE #2 GRADE LUMBER (DOUGLAS FIRE-LARCH, HEM-FIR, SOUTHERN PINE OR SPRUCE PINE-FIR) WITH A MIN. FIBER STRESS OF 850 P.S.I. UNLESS NOTED

OTHERWISE

PLYWOOD CDX, PANEL INDEX

LVL, PSL, LSL Fb = 2600 Fv = 285 Ex 106 - 1.9 Fc = 750

MASONRY ASTM C90, GRADE N-1 Fm=1350 PSI

MORTAR ASTM C270, TYPE S

GROUT Fc=2000 PSI ASTM C476

CONCRETE Fc=2500 PSI MIN. (FOOTINGS, BASEMENT SLAB) Fc=3500 PSI MIN (GARAGE SLAB, PORCH SLAB & POURED FOUNDATION WALLS) ALL CONCRETE EXPOSED TO FROST OR WEATHER SHALL BE AIR-ENTRAINED BETWEEN 4.5% TO 6.5%

BOLTS ASTM A307, Fy=33 KSI

DESIGN CRITERIA: ( FOR GREATER ROCHESTER AREA & ADJACENT COUNTIES)

LOCAL JURISDICTION DESIGN CRITERIA MAY VERY AND SHALL BE STRICTLY ADHERED TO

1ST AND 2ND FLOOR LIVING AREA LIVE LOAD 40 P.S.F.

SLEEPING AND ATTIC AREA LIVE LOAD 30 P.S.F.

FLOOR DEAD LOAD 15 P.S.F

GROUND SNOW LOAD 40 P.S.F.

ROOF DEAD LOAD 10 P.S.F.

ALLOWABLE SOIL BEARING 2500 P.S.F. AT MINIMUM

42" BELOW FINISHED GRADE

WIND SPEED 115 MPH, EXPOSURE B

SEISMIC DESIGN CATEGORY B

WEATHERING SEVERE

FROST LINE DEPTH 42 INCHES

TERMITE DAMAGE SLIGHT TO MODERATE

DECAY DAMAGE NONE TO SLIGHT

WINTER DESIGN TEMPERATURE 1 DEGREE

ICE SHIELD UNDERLAYMENT REQUIRED 24" INSIDE THE EXTERIOR

WALL LINE AND ON ROOFS W/ SLOPE

OF 8/12 AND STEEPER. 36" MIN.

ALONG THE ROOF SLOPE @ EAVE EDGE

FLOOR HAZARD FIRM-2008

ROOF TIE DOWN REQUIREMENTS R802.11, BASED UPON SPECIFIC

ROOF DESIGN

THE CONRACT DOCUMENTS INCLUDE THE ARCHITECTURAL DRAWINGS.

THESE PLANS COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS) AND THE 2020 NYSTRETCH ENERGY CODE. IN CASES OF DISCREPANCIES, OMISSIONS, CHANGES IN THE CODE, OR CODE INTERPREATIONS BY CODE OFFICIALS WHICH CAUSE A CHANGE IN THE WORK, NOTIFY GERBER HOMES PRIOR TO PROCEEDING WITH THAT PORTION OF WORK. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL

CODES. STATE AND OR LOCAL.

COMPLIANCE METHOD: RES CHECK CERTIFICATE OR PRESCRIPTIVE

THE CONTRACT DOCUMENTS ARE INSTRUMENTS OR SERVICE AND SHALL REMAIN THE PROPERTY OF

GERBER HOMES WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT.

THE CONTRACT DOCUMENTS SHALL NOT BE USED FOR OTHER PROJECTS OR EXTENSIONS TO THE

PROJECT, NOR ARE THEY TO BE MODIFIED EXCEPT BY AGREEMENT IN WRITING WITH GERBER HOMES.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PLAN IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. RIGHTS ARE LIMITED TO A ONE TIME USE FOR THE CONSTRUCTION OF THESE

PLANS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR, BUILDER OR OWNER OF THIS BUILDING TO NOTIFY GERBER

HOMES OF ANY DEVIATION FROM THESE DRAWINGS.

IN THE EVENT OF DISCREPANCIES ON THE CONTRACT DOCUMENTS, WORK SHALL NOT PROCEED UNTIL CLARIFICATION HAS BEEN MADE WITH GERBER HOMES. IF GERBER HOMES IS NOT CONTACTED, THE

CONTRACTOR/SUB-CONTRACTOR WILL ASSUME FULL RESPONSIBILITY.

DRAWINGS ARE NOT TO BE SCALED TO DETERMINE DIMENSIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED. THE CONTRACTOR/ SUBCONTRACTOR IS RESPONSIBLE FOR ALL

DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB.

CONTRACTOR TO BE RESPONSIBLE THAT BRAND NAME OF WINDOWS AND DOORS INSTALLED MEET NEW YORK

STATE EXIT REQUIREMENTS.

CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFETY PRECAUTIONS/ PROGRAM IN CONNECTION WITH THE WORK.

THE CONTRACTOR/OWNER SHALL REQUEST LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING.

THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND OWNER'S AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURING CONSTRUCTION, OR FAILURE TO MAINTAIN

SAFE CONDITIONS ON THE SITE.

THESE DRAWINGS HAVE BEEN PREPARED FOR STRUCTURAL REFERENCE ONLY. ELECTRICAL, MECHANICAL AND OTHER BUILDINGS SYSTEMS, IF REQUIRED, ARE TO BE DONE BY OTHERS. CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL ELECTRICAL, MECHANICAL, AND SANITARY CODES-STATE AND OR LOCAL.

GARAGE AREA, PORCHES, DECKS, EXTERIOR FIREPLACE ENCLOSURES, UNFINISHED BASEMENT AREA, AND

UNFINISHED BONUS ROOMS ARE NOT INCLUDED IN LIVING AREA SQUARE FOOTAGE.

ENERGY EFFICIENCY:

R402.2.4 ATTIC ACCESS SHALL BE INSULATED WITH THE SAME R-VALUE AS THE ATTIC, WEATHER STRIPPED

AND LATCHED.

R402.4 AIR LEAKAGE. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE

IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5.

R404.4.1 BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1. AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL

ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION.

R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE

402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND

VERIFY COMPLIANCE.

R402.4.1.2 TESTING. THE BUILDING OR ADDITION SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH RESNET/ICC 380, ASTM E779 OR ASTM E1827 AND REPORTED AT A PRESSURE OF 0.2 INCH w.g. (50 PASCALS). TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL

PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.

DURING TESTING:

1. EXTERIOR WINDOWS AND DOORS, FIREPLACES AND STOVE DOORS SHALL BE CLOSED, BUT

NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL

MEASURES.

2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS

SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES.

3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN.

4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY

VENTILATORS SHALL BE CLOSED AND SEALED.

5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF TEST, SHALL BE TURNED OFF.

6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF TEST, SHALL BE OPEN FULLY.

R402.4.5 RECESSED LIGHTING. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.

RECESSED LUMINARIES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT GREATER THAN 2.0 cfm (0.944 L/s) WHEN TESTED IN ACCORDANCE WITH ASTM E283 AT A PRESSURE DIFFERENTIAL OF 1.57 p.s.f. (75 Pa.). RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULKED

BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.

R402.5 MAXIMUM FENESTRATION U-FACTOR & SHGC (MANDATORY). THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADEOFFS FROM SECT. R402.1.5 OR R405 SHALL BE .48 IN CLIMATE ZONES 4 & 5 AND .40 IN CLIMATE ZONES 6-8 FOR VERTICAL FENESTRATION, & .75 IN CLIMATE ZONES 4-8 FOR SKYLIGHTS. THE AREA WEIGHTED AVERAGE MAXIMUM FENESTRATION SHGC

PERMITTED USING TRADEOFFS FROM SECTION R405 IN CLIMATES ZONES 1-3 SHALL BE .50.

R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING AND COOLING SYSTEM SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL INC. THE CAPABILITY TO SET BACK OR TEMP. OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG OR UP TO 85 DEG.. THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE MANF. WITH A HEATING TEMP. SET POINT NO HIGHER THAN 70 DEG. & A COOLING TEMP. SET

POINT NO LOWER THAN 78 DEG.

R403.1.2 HEAT PUMP SUPPLEMENTARY HEAD (MANDATORY). HEAT PUMPS HAVING SUPPLEMENTARY - ELECTRIC RESISTANCE HEAT SHALL HAVE CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD.

R403.3.1 INSULATION (PRESCRIPTIVE). SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. OF R-6 WITH THE EXCEPTION OF DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING

THERMAL ENVELOPE.

R403.3.2 SEALING (MANDATORY). DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE (MCONYS) OR RCNYS, AS

APPLICABLE.

R403.3.3 DUCT TESTING (MANDATORY). DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BUY ONE

OF THE FOLLOWING METHODS:

1. ROUGH IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH w.g. (25 Pa.) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING

THE TEST.

2. POST CONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE

DIFFERENTIAL OF 0.1 INCH w.g. (25 Pa.) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S

AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWISE

SEALED DURING THE TEST.

R403.3.5 BUILDING CAVITIES (MANDATORY). BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR

PLENUMS.

R403.4 A MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEGREES F OR BELOW 55

DEGREES F SHALL BE INSULATED TO A MINIMUM OF R-3.

VENTILATION:

R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE

VENTED SPACE.

R806.2.2 MINIMUM VENT AREA. NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS TO BE PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE

RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.

SITE WORK:

THESE PLANS HAVE BEEN PREPARED ACCORDING TO THE 2020 RCNYS AND IECC REQUIREMENTS TO SUIT A GENERAL RANGE OF CONDITIONS THAT MAY BE AFFECTED BY A PARTICULAR BUILDING SITE OR BUILDER/ OWNER CONTRACTUAL AGREEMENT. CONTRACTOR TO BE RESPONSIBLE TO ADAPT THESE PLANS TO SUIT THE NEEDS OF THE BUILDING ON SITE AS REQUIRED, PROVIDED THAT SUCH ADJUSTMENTS DO NOT VIOLATE THE

CODE OR ALTER THE STRUCTURAL INTEGRITY OF THE BUILDING.

CONTRACTOR/OWNER SHALL PERFORM EXPLORATORY EXCAVATION TO DETERMINE ACTUAL FIELD

CONDITIONS AND NOTIFY THIS OFFICE OF THE FINDINGS TO ALLOW FOR DESIGN CHANGES PRIOR TO ACTUAL CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/OWNER TO DEVELOP THE NECESSARY FOUNDATION SOIL TO SUSTAIN THE LOAD DESIGNS OF 2500 P.S.F. AND TO HIRE, IF NECESSARY, A SOILS ENGINEER TO INSPECT AND VERIFY SOIL CONDITIONS PRIOR TO POURING OF FOUNDATIONS.

THE CONTRACTOR, BUILDER OR OWNER SHALL NOTIFY GERBER HOMES OF ANY UNUSUAL SITE CONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF FOOTINGS, UNSTABLE SOIL CONDITIONS AND HIGH GROUND WATER TABLE.

NO SITE INSPECTIONS ARE TO BE MADE BY THIS OFFICE. CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS AND WORKMANSHIP. SUBSTITUTIONS FOR MATERIALS SPECIFIED TO BE MADE WITH THE PERMISSION OF THE

LOCAL BUILDING DEPARTMENT.

WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN

APPROVED METHOD. PER SECTION R401.4 OF THE 2020 RCNYS.

FIRE-RESISTANT CONSTRUCTION

OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE EQUIPPED WITH A 20 MIN FIRE RATED DOOR AND SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE IN ACCORDANCE WITH SECTION R302.5.1

OF THE 2020 RCNYS.

3/4 HOUR RESISTANCE RATING REQUIRED BETWEEN HOUSE & GARAGE CAN BE ACHIEVED WITH ONE LAYER 5/8 TYPE 'X' DRYWALL ON GARAGE SIDE AND ONE LAYER 1/2" TYPE 'X' ON THE HOUSE SIDE.

TABLE 302.6 OF 2020 RCNYS.

IF HORIZONTAL CONSTRUCTION IS USED TO SEPERATE THE GARAGE FROM LIVING AREA OR BONUS

AREAS ABOVE, THE ONE LATER OF 5/8" TYPE 'X' DRYWALL ON THE CEILING IS

REQUIRED. WHERE THE HORIZONTAL CONSTRUCTION IS A FLOOR-CEILING ASSEMBLY,

THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2"

GYPSUM BOARD OR EQUIVALENT. TABLE 302.6 OF 2020 RCNYS.

ENCLOSED SPACE UNDER STAIR THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFTS PROTECT ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD

IN ACCORDANCE WITH R302.7.

GLAZING

GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE

CONSIDERED TO BE A HAZARDOUS LOCATION. PER SECTION R308.4.1 OF 2020 RCNYS.

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE ANDWHERE THE GLAZING IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANS OF THE DOOR IN A CLOSED POSITION. PER SECTION R308.4.2. OF 2020 RCNYS.

GLAZING IN AN INIDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING

CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION PER SECTION R308.4.3:

- THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ.FT..

- THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR.

- THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR.

- ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLS AND IN A

STRAIGHT LINE, OF THE GLAZING.

GLAZING IN WALLS OR ENCLOSURES CONTAINING BATHTUBS AND SHOWERS WHERE THE BOTTOM

EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. PER SECTION R308.4.5.

IF AN AUTOMATIC GARAGE DOOR OPENER IS PROVIDED, IT SHALL BE LISTED IN

ACCORDANCE W/ UL. 325. PER SECTION 309.4.

STAIRWAYS

STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS FOR SECTION 311.7.5 OF THE 2020 RCNYS.

THE RISER HEIGHT SHALL NOT EXCEED 8 1/4". THE TREAD DEPTH SHALL NOT BE LESS THAN 9". NOSING SHALL HAVE A RADIUS NO GREATER THAN 9/16" OR A BEVEL NOT GREATER THAN 1/2". A NOSING

PROJECTION NOT LESS THAN 3/4" AND NOT MORE THAN 1 1/4". PER SECTION R311.7.5.

GUARDS AND WINDOW FALL PROTECTION

GUARDS SHALL BE LOCATED ALONG AN OPEN SIDED WALKING SURFACE, THAT ARE LOCATED

MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT

WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, AS PER SECTION 312.1.1 OF THE

2020 RCNYS.

REQUIRED GUARDS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT AS MEASURED VERTICALLY

ABOVE THE ADJACENT WALKING SURFACE. AS PER SECTION 312.1.2 OF THE 2020 RCNYS.

GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES. AS PER

SECTION 312.1.2 OF THE 2020 RCNYS.

WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF THE STAIRS, THE TOP

OF THE GUARD SHALL BE NO LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. AS PER

SECTION 312.1.2 OF THE 2020 RCNYS.

REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED

GUARD HEIGHT THAT ALLOW THE PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. AS PER SECTION

312.1.3 OF THE 2020 RCNYS.

WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24"

ABOVE THE FINISHED FLOOR AND GREATER THAN 72" ABOVE THE FINISHED GRADE OR SRUFACE

BELOW ON THE EXTERIOR OF THE BUILDING, FALL PROTECTION SHALL BE PROVIDED IN

ACCORDANCE WITH R312.2 OF THE 2020 RCNYS.

SMOKE ALARMS, HEAT DETECTION, AND CARBON MONOXIDE DECTECTION

HEAT DETECTION SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED OR LOCATED WIHTIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. R314.2.3.

SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH STORY INCLUDING BASEMENTS, AND NOT LESS THAN 3 FT HORIZONTALLY FROM THE OPENING OF A BATHROOM CONTAINING A TUB/ SHOWER. R314.3.

CARBON MONOXIDE DETECTORS SHALL BE INSTALLED OUTSIDE OF SLEEING AREAS AND WITHIN 10FT OF THE

ENTRANCE O THE SLEEPING AREAS.

FOUNDATION

ALL FOOTINGS TO REST ON (ORIGINAL) UNDISTURBED SOIL, ASSUMED MINIMUM SOIL BEARING PRESSURE TO BE 2500 P.S.F.

CONTRACTOR TO BE RESPONSIBLE FOR ALL SUBGRADE CONDITIONS.

BASEMENT/CELLAR WALL AND FOOTING DESIGNS ASSUMED PARTIALLY SATURATED SOIL CONDITIONS TO THE FULL WALL DEPTH. SHOULD SATURATED CONDITIONS BE ENCOUNTERED, GERBER HOMES SHOULD BE CONTACTED FOR REVIEW AND

POSSIBLE REVISIONS TO THE PLANS.

BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY BACKFILL.

CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROVIDING PROPER DRAINAGE SHOULD INTERMITTENT SPRINGS OR

PERCHED WATER BE ENCOUNTERED.

POSITIVE DRAINAGE SHOULD BE PROVIDED SO THAT FINISHED GRADE SLOPES AWARE FROM PERIMETER WALL AND

FOOTINGS.

CONTINUOUS FABRIC WRAPPED 4" DIAM. PERFORATED DRAIN PIPE SHALL BE PLACED ALONG THE PERIMETER OF THE BASEMENT WALL WHICH DRAINS TO THE SUMP PUMP. A MINIMUM OF 6" GRANULAR BASE SHALL BE PLACE OVER THE DRAIN

TILE AND MINIMUM OF 2" UNDER THE TILE.

THE TOP SURFACE OF THE FOOTING SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS WILL EXCEDD ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). PER SECTION R403.1.5 PER 2020

RCNYS.

PROVIDE ALL TEMPORARY BRACING AND SHORING TO AVOID EXCESSIVE STRESSES AND HOLD

STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.

UNDER ALL CONCEALED WOOD BEARING POSTS. PROVIDE ADDITIONAL WOOD BLOCKING AS

REQUIRED IN FLOOR JOIST SPACE UNDER POST, TO ENSURE SOLID BEARING FROM HEADER OR BEAM

DOWN TO FOUNDATION WALL.

BUILDER ASSUMES FULL RESPONSIBILITY FOR MAINTAINING THE STRUCTURAL INTEGRITY OF JOISTS, BEAMS OR STUDS WHICH ARE NOTCHED OR DRILLED TO ACCOMMODATE MECHANICAL OR ELECTRICAL LINES.

ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH AITC TIMBER CONSTRUCTION

STANDARDS LATEST EDITION. EACH PIECE SHALL BEAR THE STAMP OF A GRADING RULES AGENCY, APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE. GRADE LOSS RESULTING FROM EFFECTS OF WEATHER, HANDLING, STORAGE, RESAWING, OR DIVIDING LENGTHS WILL BE CAUSE FOR REJECTION.

WOOD ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD CHORD, WOOD WEB TRUSSES.

TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER

LICENSED IN THE GOVERNING STATE.

FRAMING

TRUSS IDENTIFICATION:

IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL BE PROVIDED BY SIGN OR

SYMBOL & SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN

COMPLIANCE WITH 19 NYCRR PART 1264 & 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE

CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND / OR TIMBER CONSTRUCTION.

6" DIAMETER

2" MIN.

1/2" STROKE

DESIGNATION FOR STRUCTURAL COMPONENTS

THAT ARE OF TRUSS CONSTRUCTION

1/4"

REFLECTIVE WHITE

REFLECTIVE RED PANTONE (PMS) *187

TYPE V WOOD FRAME CONSTRUCTION

BASED ON SECTION 602 OF THE 2020 BCNYS

"F"

"R"

"FR"

FLOOR FRAMING, INC. GIRDERS

& BEAMS

ROOF FRAMING

FLOOR & ROOF FRAMING

GENERAL NOTES:

LIGHT, VENTILATION, AND HEATING

LIGHT AND VENT TO BE IN ACCORDANCE WITH SECTION R303.2 OF 2020 RCNYS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE

FLOOR AREA BEING VENTILATED.

VAPOR RETARDERS

CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR OF FRAME WALLS AND CEILINGS PER SECTION R702.7 OF THE 2020 RCNYS. CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY OF THE

CONDITIONS IN TABLE R702.7.1 IS MET.

PER SECTION R702.7.2 THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED

TESTING OR A TESTED ASSEMBLY.

THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED:

1. CLASS I : SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL.

2. CLASS II : KRAFT - FACED FIBERGLASS BATTS.

3. CLASS III : LATEX OR ENAMEL PAINT.

PER SECTION R506.2.3 A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES SHALL BE PLACED BETWEEN A CONCRETE SLAB AND THE BASE COURSE AND OR PREPARED SUBGRADE. A VAPOR RETARDER IS NOT REQUIRED WHERE APPROVED BY THE BUILDING OFFICIAL

BASED ON LOCAL SITE CONDITIONS.

DATE BY DESCRIPTION

R403.5.1 HEATED WATER CIRCULATION & TEMPERATURE MAINTENANCE SYSTEMS (MANDATORY). HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS R403.5.1.2. AUTOMATIC CONTROLS, TEMPERATURE SENSORS & PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE.

R403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE). INSULATION FOR HOT WATER PIPE WITH A MIN. R-3 SHALL

BE APPLIED TO THE FOLLOWING:

1. PIPING 3/4" AND LARGER IN NOMINAL DIAMETER.

2. PIPING SERVICING MORE THAN ONE DWELLING UNIT.

3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE.

4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD.

5. PIPING LOCATED UNDER A FLOOR SLAB.

6. BURIED IN PIPING.

7. SUPPLY & RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION

SYSTEMS.

R403.6 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE IRC OR IMC, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT

CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.

R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY. MECHANICAL VENTILATION SYSTEM

FANS SHALL MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1.

R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY). HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S AND BASED ON BUILDING LOADS CALCULATED IN

ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION

METHODOLOGIES. NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE A EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC

LOCATION WHERE THE EQUIPMENT IS INSTALLED.

R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 90% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL

LUMINAIRE EFFICACY OF AT LEAST 45 LUMENS PER WATT.

12/13/2025

GENERAL BASEMENT & FOUNDATION NOTES:

1. CONCRETE AND MASONRY FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH AS PER

REINFORCEMENT CHARTS SHEET A102.

2. CONTRACTOR TO CONTACT THIS OFFICE PRIOR TO CONSTRUCTION IF THE ASSUMED

GRADE DEPICTED IS INACCURATE AND / OR WILL ALTER THE FOUNDATION DESIGN AND /

OR STRUCTURE NOTED

4. SEE CONCRETE - ESCASED ELECTRODE DETAIL 10 / A109

5. PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"

159' - 8"

UNIT 1

26' - 0"

20' - 0"

1' - 10" 16' - 4" 1' - 10"

19' - 8" 19' - 8" 19' - 8" 19' - 8" 19' - 8" 6' - 4"

12"

UNIT 6

26' - 0"

19' - 8" 19' - 8" 19' - 8"

0" 5'

M.O. FOR 16/0 O.H. DOOR

*NOTES ARE TYPICAL

FOR ALL UNITS 1-6

6' - 8"

BASEMENT

0" 8'

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

13' - 6" 12' - 6"

16' - 10"

UNIT 1

26' - 0" 12"

19' - 0" 7' - 0"

12' - 10" 12' - 10" 12' - 10" 12' - 10" 12' - 10" 12' - 10" 12' - 10" 12' - 10"

12" 12" 12"

UNIT 2

25' - 8"

UNIT 3

25' - 8"

UNIT 4

25' - 8"

18' - 8" 7' - 0" 18' - 8" 7' - 0" 18' - 8" 7' - 0" 18' - 8"

UNIT 5

25' - 8"

7' - 0"

12" 12" 12" 12"

UNIT 2

25' - 8"

UNIT 3

25' - 8"

UNIT 4

25' - 8"

6' - 0"

6' - 4"

6' - 0"

6' - 4" 6' - 4" 6' - 4" 6' - 4"

6' - 0" 6' - 0"

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

12"

UNIT 6

26' - 0"

7' - 0" 19' - 0"

BOMAN KEMP 4040 EGRESS

WINDOW SYSTEM OR

EQUAL - WINDOW & WELL

TO CONFORM TO SECT .

R310 OF 2020 RCNYS

12' - 6" 13' - 6"

UNIT 5

25' - 8"

6' - 0"

6' - 8"

0" 8'

16' - 6"

7' - 0"

8" 7'

UNEXCAVATED

BASEMENT

FILL

BASEMENT

FILL

UNEXCAVATED

BASEMENT

FILL

UNEXCAVATED

BASEMENT

FILL

UNEXCAVATED

BASEMENT

FILL

6' - 8"

16' - 6"

6' - 8"

0" 8'

6' - 8"

0" 8'

2' - 6" 2' - 6"

1' - 6" 16' - 4" 1' - 10" 1' - 6" 16' - 4" 1' - 10" 1' - 6" 16' - 4" 1' - 10" 1' - 6" 16' - 4" 1' - 10"

2' - 6" 16' - 6" 2' - 6" 16' - 6" 2' - 6" 16' - 6" 2' - 6"

ELEV.

+12"

ELEV.

+12"

ELEV.

+0"

ELEV.

+12"

ELEV.

+0"

ELEV.

+12"

ELEV.

+12"

ELEV.

+12"

ELEV.

+12"

ELEV.

+12"

A105

1' - 6" 16' - 4" 1' - 10"

UNEXCAVATEDUNEXCAVATED

M.O. FOR 16/0 O.H. DOOR M.O. FOR 16/0 O.H. DOOR M.O. FOR 16/0 O.H. DOOR M.O. FOR 16/0 O.H. DOOR M.O. FOR 16/0 O.H. DOOR

TABLE R404.1.1(2)

8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES a, c, f

MINIMUM VERTICAL REINFORCEMENT AND SPACING ( INCHES ) b, c

SOIL CLASSES AND LATERAL SOIL LOAD

( psf PER FOOT BELOW GRADE ) d

GW, GP, SW,

AND SP SOILS 30

GM, GS, SM-SC

AND ML SOILS 45

SC, MH, ML-CL AND

INORGANIC CL SOILS 60WALL HEIGHT

6'-8"

BACKFILL

UNBALANCED

HEIGHT OF

4' ( OR LESS )

5' 6'-8"

#4 @ 48" O.C.

7'-4"

4' ( OR LESS )

5' 6'

#4 @ 48" O.C.

7'-4" #5 @ 48" O.C.

8'-0"

4' ( OR LESS )

5' 6'

#4 @ 48" O.C.

7' #5 @ 48" O.C.

8' #5 @ 48" O.C.

8'-8"

4' ( OR LESS )

5' 6'

#4 @ 48" O.C.

7' #5 @ 48" O.C.

8'-8" #6 @ 48" O.C.

9'-4"

4' ( OR LESS )

5' 6'

#4 @ 48" O.C.

7' #5 @ 48" O.C.

8' #6 @ 48" O.C.

9'-4" #6 @ 40" O.C.

10'-0"

4' ( OR LESS )

5' 6'

#4 @ 48" O.C.

7' #5 @ 48" O.C.

8' #6 @ 48" O.C.

9' #6 @ 40" O.C.

10' #6 @ 32" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#4 @ 48" O.C.

#6 @ 48" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 32" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 40" O.C.

#6 @ 24" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 32" O.C.

#6 @ 24" O.C.

#6 @ 16" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 40" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 40" O.C.

#6 @ 32" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 40" O.C.

#6 @ 24" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 40" O.C.

#6 @ 24" O.C.

#6 @ 16" O.C.

#4 @ 48" O.C.

#5 @ 48" O.C.

#6 @ 48" O.C.

#6 @ 32" O.C.

#6 @ 24" O.C.

#6 @ 16" O.C.

a. MORTAR SHALL BE TYPE M OR S AND MASONRY SHALL BE LAID IN RUNNING BOND.

b. ALTERNATIVE REINFORCING BAR SIZES AND SPACING'S SHALL HAVE AN EQUIVALENT CROSS-SECTIONAL

AREA OF REINFORCEMENT PER LINEAL FOOT OF WALL SHALL BE PERMITTED PROVIDED THE

SPACING OF REINFORCEMENT DOES NOT EXCEED 72" IN SEISMIC DESIGN CATEGORIES

A, B, AND C, AND 48 INCHES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2.

c. VERTICAL REINFORCEMENT SHALL BE GRADE 60 MINIMUM. THE DISTANCE FROM THE FACE OF THE SOIL SIDE OF THE WALL TO THE CENTER OF VERTICAL REINFORCEMENT SHALL BE NOT LESS THAN 5 INCHES.

d. SOIL CLASSES ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM AND DESIGN LATERAL SOIL LOADS ARE FOR MOIST CONDITIONS WITHOUT HYDROSTATIC PRESSURE. REFER TO TABLE R405.1.

e. UNBALANCED BACKFILL HEIGHT IS THE DIFFERENCE IN HEIGHT BETWEEN THE EXTERIOR FINISH GROUND LEVEL AND THE LOWER OF THE TOP OF THE CONCRETE SLAB-ON-GRADE IS PROVIDED AND IS IN

CONTACT WITH THE INTERIOR SURFACE OF THE FOUNDATION WALL, MEASUREMENT OF THE

UNBALANCED BACKFILL HEIGHT FROM THE EXTERIOR FINISH GROUND LEVEL TO THE TOP OF THE

INTERIOR CONCRETE SLAB IS PERMITTED.

f. THE USE OF THIS TABLE SHALL BE PROHIBITED FOR SOUL CLASSIFICATIONS NOT SHOWN.

TABLE R404.1.1(4)

12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES a, c, f

MINIMUM VERTICAL REINFORCEMENT AND SPACING ( INCHES ) b, c

SOIL CLASSES AND LATERAL SOIL LOAD

( psf PER FOOT BELOW GRADE ) d

GW, GP, SW,

AND SP SOILS 30

GM, GS, SM-SC

AND ML SOILS 45

SC, MH, ML-CL AND

INORGANIC CL SOILS 60WALL HEIGHT

6'-8"

BACKFILL

UNBALANCED

HEIGHT OF

4' ( OR LESS )

5' 6'-8"

#4 @ 72" O.C.

7'-4"

4' ( OR LESS )

5' 6' 7'-4"

8'-0"

4' ( OR LESS )

5' 6'

#4 @ 72" O.C.

7' #4 @ 72" O.C.

8' #5 @ 72" O.C.

8'-8"

4' ( OR LESS )

5' 6'

#4 @ 72" O.C.

7' #4 @ 72" O.C.

8'-8" #5 @ 72" O.C.

9'-4"

4' ( OR LESS )

5' 6'

#4 @ 72" O.C.

7' #4 @ 72" O.C.

8' #5 @ 72" O.C.

9'-4" #6 @ 72" O.C.

10'-0"

4' ( OR LESS )

5' 6'

#4 @ 72" O.C.

7' #4 @ 72" O.C.

8' #5 @ 72" O.C.

9' #6 @ 72" O.C.

10' #6 @ 64" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#7 @ 72" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 48" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 56" O.C.

#6 @ 40" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 64" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 48" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 56" O.C.

#6 @ 40" O.C.

#4 @ 72" O.C.

#5 @ 72" O.C.

#6 @ 72" O.C.

#6 @ 48" O.C.

#6 @ 40" O.C.

#6 @ 32" O.C.

a. MORTAR SHALL BE TYPE M OR S AND MASONRY SHALL BE LAID IN RUNNING BOND.

b. ALTERNATIVE REINFORCING BAR SIZES AND SPACING SHALL HAVE AN EQUIVALENT CROSS-SECTIONAL

AREA OF REINFORCEMENT PER LINEAL FOOT OF WALL SHALL BE PERMITTED PROVIDED THE SPACING OF THE REINFORCEMENT DOES NOT EXCEED 72" IN SEISMIC DESIGN CATEGORIES A, B, AND C, AND

48 INCHES IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2.

c. VERTICAL REINFORCEMENT SHALL BE GRADE 60 MINIMUM. THE DISTANCE FROM THE FACE OF THE SOIL SIDE OF THE WALL TO THE CENTER OF VERTICAL REINFORCEMENT SHALL BE NOT LESS THAN 8.75 INCHES.

d. SOIL CLASSES ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM AND DESIGN LATERAL SOIL LOADS ARE FOR MOIST CONDITIONS WITHOUT HYDROSTATIC PRESSURE. REFER TO TABLE R405.1.

e. UNBALANCED BACKFILL HEIGHT IS THE DIFFERENCE IN HEIGHT BETWEEN THE EXTERIOR FINISH GROUND LEVEL AND THE LOWER OF THE TOP OF THE CONCRETE FOOTING THAT SUPPORTS THE FOUNDATION WALL OR THE INTERIOR FINISH GROUND LEVEL. WHERE AN INTERIOR CONCRETE SLAB-ON-GRADE IS PROVIDED AND IS IN CONTACT WITH THE INTERIOR SURFACE OF THE FOUNDATION WALL, MEASUREMENT OF THE UNBALANCED BACKFILL HEIGHT FROM THE EXTERIOR FINISH GROUND LEVEL TO THE TOP OF THE

INTERIOR CONCRETE SLAB IS PERMITTED.

f. THE USE OF THIS TABLE SHALL BE PROHIBITED FOR SOIL CLASSIFICATIONS NOT SHOWN.

TABLE R404.1.2(8)

MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS b, c, d, e, f, h, i, k, n, o

MINIMUM VERTICAL REINFORCEMENT-BAR SIZE & SPACING ( inches )

SOIL CLASSES AND DESIGN LATERAL SOIL ( psf PER FOOT OF DEPTH ) a

GW, GP, SW, AND SP

GM, GS, SM-SC AND ML

SC, MH, ML-CL AND INORGANIC CL

WALL HEIGHT

BACKFILL

UNBALANCED

MAXIMUM

HEIGHT

( FEET ) ( FEET )

MINIMUM WALL THICKNESS ( INCHES )

6 8 10 12

NR NR NR NR

6 8 10 12

NR NR NR NR

6 8 10 12

NR NR NR NR

9 DR

10 #6 @ 28" DR DR#6 @ 33" #6 @ 45" #6 @ 23" #6 @ 29" #6 @ 38" #6 @ 22" #6 @ 28"

1 #6 @ 22" #6 @ 27" #6 @ 34"#6 @ 34" #6 @ 41" #4 @ 48" #6 @ 27" #6 @ 35" #4 @48"#6 @ 23" m 1 #6 @ 26" #6 @ 45"#6 @ 22"#6 @ 34" #5 @ 38" #6 @ 30" #6 @ 34" #6 @ 47" m

#6 @ 47" #6 @ 34" #6 @ 48" #6 @ 35" #6 @ 48"#6 @ 30" 1 #5 @ 48" #6 @ 45" #6 @ 34"

#4 @ 33" 1 #5 @ 38"

#6 @ 34" #6 @ 46" #6 @ 30" #6 @ 41" #6 @ 39"#6 @ 26" #6 @ 19" #6 @ 29" #6 @ 39" #4 @ 48"#6 @ 24"#6 @ 38" #5 @ 41" #6 @ 38" #5 @ 37"#6 @ 33" 1 m

1#6 @ 38" #5 @ 37"#6 @ 33"#5 @ 36" #5 @ 37"#6 @ 34"

1 1#6 @ 39"#6 @ 36"#4 @ 34" #6 @ 48" #5 @ 40"#4 @ 35" 1

#6 @ 32" #6 @ 44"#6 @ 27"#6 @ 43" #5 @ 47" #6 @ 43"#6 @ 34"1 #6 @ 43"#6 @ 34"#5 @ 40" #5 @ 41"#6 @ 37" #5 @ 43"#6 @ 37"#4 @ 37" #5 @ 37"1 1

#5 @ 43"#4 @ 38" 1

#6 @ 48"#6 @ 34"#5 @ 46" #5 @ 46"#6 @ 42" 1 1#5 @ 48"#6 @ 43"#5 @ 42"

#5 @ 47"

#5 @ 36"#5 @ 48"

1 1#4 @ 35"

#5 @ 37"

#6 @ 22"

#6 @ 35"

#6 @ 23" #6 @ 30"

NR NR NR

NR NR

NRNR

NR NR NR NR

NR NR NR

NR NR

NR NR NR NR

NR NR NR

NR NR

NRNR

NR1

a. SOIL CLASSES ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM,. REFER TO TABLE R405.1.

b. TABLE VALUES ARE BASED ON REINFORCING BARS WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI.

c. VERTICAL REINFORCEMENT WITH A YIELD STRENGTH OF LESS THAN 60,000 PSI AND / OR BARS OF A DIFFERENT SIZE THAN SPECIFIED IN THE TABLE ARE PERMITTED IN

ACCORDANCE WITH SECTION R404.1.3.3.7.6 AND TABLE R404.4.2 (9).

d. NR INDICATES NO VERTICAL WALL REINFORCEMENT IS REQUIRED, EXCEPT FOR 6-INCH NORMAL WALLS FORMED WITH STAY-IN-PLACE FORMING SYSTEMS IN WHICH

CASE VERTICAL REINFORCEMENT SHALL BE NO. 4 @ 48 INCHES ON CENTER.

e. ALLOWABLE DEFLECTION CRITERION IS L/240, WHERE L IS THE UNSUPPORTED HEIGHT OF THE BASEMENT WALL IN INCHES.

f. INTERPOLATION IS NOT PERMITTED.

g. WHERE WALLS WILL REMAIN 4 FEET OR MORE OF UNBALANCED BACKFILL, THEY SHALL BE LATERALLY SUPPORTED AT THE TOP AND BOTTOM BEFORE BACKFILLING.

h. VERTICAL REINFORCEMENT SHALL BE LOCATED TO PROVIDE A COVER OF 1 1/4 INCHES MEASURED FROM THE INSIDE FACE OF THE WALL. THE CENTER OF THE STEEL SHALL NOT VARY FROM THE SPECIFIED LOCATION BY MORE THAN THE GREATER OF 10 PERCENT OF THE WALL THICKNESS OR 3/8 INCH.

i. CONCRETE COVER FOR THE REINFORCEMENT MEASURE FROM THE INSIDE FACE OF THE WALL SHALL BE NOT LESS THAN 3/4 INCH. CONCRETE COVER FOR REINFORCEMENT MEASURED FROM THE OUTSIDE FACE OF THE WALL SHALL BE NOT LESS THAN 1 1/2 INCHES FOR NO. 5 BARS AND SMALLER, AND NOT LESS THAN 2

INCHES FOR LARGER BARS.

j. DR MEANS DESIGN IS REQUIRED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, OR WHERE THERE IS NO CODE, IN ACCORDANCE WITH ACI 318.

k. CONCRETE SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH, FC OF NOT LESS THAN 2,500 PSI AT 28 DAYS, UNLESS A HIGHER STRENGTH IS REQUIRED BY FOOTNOTE

1 OR M.

I. THE MINIMUM THICKNESS IS PERMITTED TO BE REDUCED 2 INCHES, PROVIDED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE, FC IS 4,000 PSI.

m. A PLAIN CONCRETE WALL WITH A MINIMUM NOMINAL THICKNESS OF 12 INCHES IS PERMITTED, PROVIDED MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF

CONCRETE, FC IS 3,500 PSI.

n. SEE TABLE R608.3 FOR TOLERANCE FROM NOMINAL THICKNESS PERMITTED FOR FLAT WALLS.

o. THE USE OF THIS TABLE SHALL BE PROHIBITED FOR SOIL CLASSIFICATIONS NOT SHOWN.

4" SOLID BLOCK ON

6" TOP CR'S ON

12 CR'S 12" BLOCK

ON 20" X 8" FT'G.

ELEV. = +12"

4" CONC.

GARAGE SLAB

2X6 P.T. SILL PLATE

BOLTED W/ 1/2"

ANCHOR BOLTS @ 72"

2X6 STUDS @ 24" O.C. W/

R-19 KRAFT. INSUL.

JOIST HANGER

SPECIFIED B.O.

JOISTS PER PLAN

FLASHING AT WOOD

TO CONCRETE

CONNECTIONS

4" SOLID BLOCK ON

6" TOP CR'S ON

12 CR'S 12" BLOCK

ON 20" X 8" FT'G.

ELEV. = +12"

6" CONC.

PORCH SLAB

2X6 P.T. SILL PLATE

BOLTED W/ 1/2"

ANCHOR BOLTS @ 72"

2X6 STUDS @ 24" O.C. W/

R-19 KRAFT. INSUL.

CORBEL 12TH

COURSE FOR SLAB

LEDGE

FLASHING AT WOOD

TO CONCRETE

CONNECTIONS

4" CONC.

GARAGE SLAB

4" SOLID BLOCK ON

6" TOP CR'S ON

12 CR'S 12" BLOCK

ON 20" X 8" FT'G.

ELEV. = +12"

6" CONC.

PORCH SLAB

2X6 P.T. SILL PLATE

BOLTED W/ 1/2"

ANCHOR BOLTS @ 72"

2X4 STUDS

@ 24" O.C.

FLASHING AT WOOD

TO CONCRETE

CONNECTIONS

REVISIONS :

DOCUMENT DATE :

DOCUMENT PHASE :

SCALE: AS NOTED

PROJECT NUMBER :

SHEET :

1260 RIDGE ROAD

ONTARIO, NY 14519

1.888.437.2372

THESE PLANS ARE PROTECTED UNDER FEDERAL

UNAUTHORIZED REPRODUCTION OR

MODIFICATION OF THESE PLANS IS A VIOLATION

OF COPYRIGHT LAWS. CLIENT RIGHTS ARE

LIMITED TO ONE-TIME USE FOR THE

CONSTRUCTION OF THESE PLANS.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO

THIS PLAN IS A VIOLATION OF THE NEW YORK

STATE EDUCATION LAW, ARTICLE 145, SECTION

7209.

GERBER HOMES

G 'A

8/25

23135-3

A102

M A

O N

N Y

OVERALL FOUNDATION

PLAN

C.D.'S

3/16" = 1'-0"1 OVERALL FOUNDATION PLAN

1" = 1'-0"3 NO STEP @ GARAGE

1" = 1'-0"4 NO STEP @ PORCH

1" = 1'-0"2 NO STEP @ PORCH/GARAGE

DATE BY DESCRIPTION

159' - 8"

UNIT1

26' - 0" 12"

UNIT 2

25' - 8" 12"

UNIT 3

25' - 8" 12"

UNIT 4

25' - 8"

UNIT 5

25' - 8" 12" 12"

UNIT 6

26' - 0"

8' - 4" 9' - 0" 9' - 0"2' - 4"

0" 5'

159' - 8"UNIT 1

26' - 0" 12"

UNIT 2

25' - 8" 12"

UNIT 3

25' - 8" 12"

UNIT 4

25' - 8" 12"

UNIT 5

25' - 8" 12"

UNIT 6

26' - 0"

20' - 0" 6' - 0" 19' - 8" 6' - 0" 19' - 8" 6' - 0" 19' - 8" 6' - 0" 19' - 8" 6' - 0" 19' - 8" 6' - 4"

10' - 0" 10' - 0" 3' - 4" 2' - 8" 9' - 8" 10' - 0" 3' - 4" 2' - 8" 9' - 8" 10' - 0" 3' - 4" 2' - 8" 9' - 8" 10' - 0" 3' - 4" 2' - 8" 9' - 8" 10' - 0" 3' - 4" 2' - 8" 9' - 8" 10' - 0" 3' - 2" 3' - 2"

0" 5'

FOYER

PWD.

GARAGE

GREAT RM

FOYER

DINING

PWD.

GARAGE

FOYER

PWD.

GARAGE

FOYER

PWD.

GARAGE

FOYER

PWD.

GARAGE

FOYER

PWD.

GARAGE

A109

16/0 X 7/0 O.H. DR

3056 3056

16/0 X 7/0 O.H. DR

VSDR 80610

16/0 X 7/0 O.H. DR

3056 3056 3056 3056 3056 3056 3056 3056

KITCHEN

GREAT RM

DINING

KITCHEN

GREAT RM

DINING

KITCHEN

GREAT RM

DINING

KITCHEN

GREAT RM

DINING

KITCHEN

6' - 0" 2' - 4" 8' - 4" 9' - 0"6' - 0" 2' - 4" 8' - 4" 9' - 0"6' - 0" 2' - 4" 8' - 4" 9' - 0"6' - 0" 2' - 4" 8' - 4"

T VSDR 80610 T VSDR 80610 T VSDR 80610 T VSDR 80610 T

GREAT RM

DINING

3056 3056

KITCHEN

T VSDR 80610

8' - 4" 9' - 0" 2' - 4"

6' - 4"6' - 4"

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

GENERAL FIRST FLOOR PLAN NOTES:

1. FIRST FLOOR PLATE HEIGHT TO BE 9' - 1 1/8" (UNLESS NOTED OTHERWISE)

2. PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO

FOUNDATION WALL AND / OR BEAMS

3. PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"

4. ALL ANGLES TO BE 45 DEG. U.N.O.

5. ALL EXTERIOR WINDOW & DOOR HEADERS TO BE INSULATED & TO BE MIN.

(2) 2X8'S ( U.N.O.)

6. ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDER

7. SMOKE (SD) & CARBON MONOXIDE (CO) DETECTORS SHALL BE INSTALLED AS

PER SECT. R314 OF 2020 RCNYS.

8. ALL ENGINEERED FLOOR JOISTS TO BE DESIGNED BY & LAYOUT TO BE DONE BY

MANUFACTURER TO THE SPECS BELOW:

ALL LIVING AREA JOISTS TO BE DESIGNED FOR

55 P.S.F. TOTAL LOAD

ALL SLEEP AREA JOISTS TO BE DESIGNED FOR

45 P.S.F. TOTAL LOAD

VWD

U-FACTOR -------- 0.30

SHGG -------------- 0.34

WINDOWS:

WINDOW / DOOR LEGEND:

- MEETS OR EXCEEDS EGRESS REQUIREMENTS

- CLEAR OPENING AREA OF 5.7 SQ.FT.

- CLEAR OPENING WIDTH OF 20"

- CLEAR OPENING HEIGHT OF 24"

PER SECT. R310.1 OF 2020 RCNYS

- SPECIFIES THAT FIXED OR OPERABLE

UNIT REQUIRES SAFETY GLAZING

PER SECT. R308.4 OF 2020 RCNYS

- SPECIFIES THAT THIS OPERABLE WINDOW

UNIT REQUIRES FACTORY APPLIED FALL

PROTECTION PER SECT. R312.2 OF 2020 RCNYS

LIGHT AND VENT TO BE IN ACCORDANCE WITH

SECTION R303.2 OF 2020 RCNYS. HABITABLE ROOMS SHALL

HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN

8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE OPENABLE

AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT

OF THE FLOOR AREA BEING VENTILATED.

ROUGH OPENINGS TO BE PROVIDED BY WINDOW MANUFACTURER.

PROVIDE SCREENS AT ALL OPERABLE PORTIONS OF WINDOWS.

STANDARD WINDOW HEIGHT TO BE 6' - 10 1/2" U.N.O.

GENERAL NOTES:

DOORS:

AIR INFILTRATION RATE FOR WINDOWS,

SKYLIGHTS & SLIDING DOORS TO BE NO

MORE THAN 0.3 cfm/sf. & SLIDING DOORS NO MORE THAN 0.5 cfm/sf. AS PER SECT.

R402.4.3 OF 2020 ECCNYS

SELECTION BY OWNER

FRAMING LEGEND:

- DROPPED HEADER

- PROVIDE SOLID POSTING- GLUED & NAILED,

EQUAL TO THE # OF HEADERS TO BE

SUPPORTED - UNLESS NOTED OTHERWISE

- FLUSH HEADER

REVISIONS :

DOCUMENT DATE :

DOCUMENT PHASE :

SCALE: AS NOTED

PROJECT NUMBER :

SHEET :

1260 RIDGE ROAD

O…

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