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It is a violation of NYS Law for any person, TAMARA C. HILMEY budischak Residence
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TAMARA C. HILMEY FIRST FLOOR PLAN __0 A-2
It is a violation of NYS Law for any person, PSudischak Residence
unless he is acting under the direction of a ARCHITECT 1480 Harbor Lane
licensed professional engineer, to alter this PLYWOOD studio 1/4" = 1'-0" February 16, 2024
Cutchogue,/NY 11935
drawing in anyway 20 /North 7thft, Allegany, NY 14706
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It is a violation of NYS Law for any person, TAMARA C. HILMEY budiSchak Residence
ARCHITECT FRONT ELEVATION A-3
unless he is acting under the direction of a 1480 Hartor Lane
licensed professional engineer, to alter this PLYWOOD studio Cutchogue.NY 11955 1/4" = 1'-0" February 16, 2024
drawing in anyway 20 North 7thft, Allegany, IV 14706
ADDITIONAL NOTES LIGHT AND VENTILATION REQUIREMENTS(11303) SMOKE ALARMS(R314) FOUNDATIONS AND CONCRETE DESIGN (R401-R) WALL COVERINGS POWER AND LIGHTING DISTRIBUTION
1.Building complies with NYS State Energy Code. 1.Smoke alarms shall comply with NFPA 72. 1.Design Loads 1.Interior coverings shall be installed with Table R702.1(1),Table R702.1(2), 1.Electrical contractor shall provide electrical diagrams or dwgs and install owner
2.Plumbing Contractor shall provide plumbing diagrams ordrawings. 2.Smoke alarms shall be located: a.Wind Speed 130 MPH Table R702.1(3),and Table R702.3.5. supplied electrical fixtures.Contractor to coordinate w/owner.Electrical
3.Electrical Contractor shall provide plumbing diagrams or drawings. a. in each sleeping room b.Floor,residential Irving areas=40 PSF LL+20 PSF DL 2.Screws attaching gypsum board and gypsum panel products to wood subcontractor shall review&confirm with owner location of equipment,outlets,
4.HVAC contractor shall provide diagrams and drawings for radiant heat b.outside each separate sleeping area in the immediate c.Floor,residential sleeping areas=30 PSF LL+20 PSF DL framing shall be Type W or Type S and shall penetrate the wood 5/8"min. switches,light fixtures and other devices prior to installation.
and ventilation systems. vicinity of the bedrooms d.Snow loads=40 PSF per R702.3.5.1. 2.Receptacles shall be installed so that no point measured horizontally along the
5.Any additional foundation beams and supports shall be engineered c.on each additional story of the dwelling,including basements e.Actual weight transferred through foundation wall and footing does not exceed 3.Backer boards forwall tile in tub and shower areas shall conform to floor line in any wall space is more than 6 feet from a receptacle outlet.
by a registered professional. and habitable attics 2200 PSF,assuming one load-bearing interior wall and un-braced floorjoist spans Table R702.4.2. 3.Small appliance receptacles shall be installed in accordance with section
6.Any additional support beams or columns shall be engineered by a d.3'min.horizontally from the door of a bathroom with a tub or not exceeding 15 feet. 4.Class I or I I vapor retarders are required on the interior side of frame walls E3901.3 of residential code.
registered professional. shower i.Minimum Compressive Strength of Concrete at 28 days: per R702.7. 4.Countertop receptacles shall be installed in accordance with section E3901.4
7.Provide outside combustion air for fireplaces,wood stove, 3.Alarm devices shall be interconnected that the actuation a.Basement walls,footings,and piers=3000 PSI 5.Exterior Covering(R703) of residential code.
and liquid fuel heating appliances, of one alarm will activate all the alarms in the dwelling unit per R314.4. b.Basement slab=3000 PSI a.Exterior walls shall provide the building with a weather-resistant exterior 5.Appliance receptacle outlets installed for specific appliances,such as laundry
8.Fireplace inserts shall be UL approved with documentation. 1.Dwellings shall be provided with a whole house mechanical ventilation Wireless alarms may be used where all alarms sound upon activation c.Garage floor slab and exterior Conc.to be air entrained Conc.=3500 PSI wall envelope. equipment,shall be installed within 6 FT.of the intended location of the appliance
Chimneys for use with facto built fireplaces shall com I with the system in accordance with Section M1507.3 when air infiltration rate is of one alarm. Confirm foundation construction is capable of accommodatin all loads per R301 b.The exterior wall envelope shall be designed and constructed to prevent the per E3901.5.
Y factory-built comply P 9 P P 9
requirements of UL 12 5 air changes per hour or less(R303.4). 4.Heat detectors shall be installed in attached garages supplied with and of transmitting all loads to supporting stable,natural deposited soil or clean, accumulation of water within the wall assembly b providing a water-resistant 6.At least one wall receptacle outlet shall be installed in bathrooms and such
q 9 PP 9 naturally P ly Y P 9
2.Mechanical and gravity out-door intake openings shall be located not 5.Combination smoke and carbon monoxide alarms can be used. thoroughly compacted granular fill material,such as number 2 crusher run stone, barrier behind the exterior veneer as required by R703.2 and a means of draining outlet shall be located within 36"of the outside edge of each lavatory basin.The
less than 10'from hazardous or noxious contaminates per R303.5. 6.Smoke alarms shall receive their primary power from the building that extends to virgin soil. to the exterior water that enters the assembly. receptacle shall be located on a wall that is adjacent to the lavatory basin location,
Dwelling unit toilet rooms,bathrooms and kitchen exhaust is not wining and where primary power is interrupted,shall receive power Z.For slabs below grade,a 4"min.base course of clean graded sand,gravel, c.Wall coverings,backing materials and their attachments shall be capable or located on a countertop,or installed on the side or face of the basin cabinet per
considered hazardous or noxious. from a battery. Wiring shall be permanent. crushed stone,or crushed concrete shall be placed on the prepared subgrade resisting wind loads in accordance with Tables R301.2(2)and R301.2(3). E3901.6.Receptacle outlets shall not be installed in a face-up position in the work
3.Interior stairways shall be provided with an artificial light source to per 506.2. d.An approved water-resistive barrier shall be applied over studs or sheathing surfaces or countertops in a bathroom basin location,ortess than 12"below the
illuminate landings and treads per R303.7. °.A 6-mil vapor retarder shall be placed between the concrete floor slab and the of all exterior walls per R703.2. countertop.
GENERAL DEMOLITION NOTES CARBON MONOXIDE ALARMS(R315)
4.Exterior stairways shall be provided with an artificial light source base course for habitable and heated spaces per R506.2.3. e.Nominal thickness and attachment of exterior wall coverings shall be in 7.At least one receptacle outlet,in addition to those provided for specific equipment,
1.Before proceeding with demolition,provide temporary services/systems, located at the top landing of the stairway per R303.8. 1.Carbon monoxide alarms shall be provided where a dwelling unit E.Minimum load bearing value of 2,000 PSF is used forfoundation design. accordance with Table R703.3(1). Cladding attachment over foam sheathing shall be installed in each separate finished portion of a basement and attached
including mechanical,electrical and plumbing items,that bypass area of contains a fuel-fired appliance or an attached garage with an opening Bedrock,sandy gravel,gravel,sand,silly sand,clayey sand,silly gravel and shall comply with R703.15-R703.17. garage or accessory building,and in each detached garage that is provided with
selective demolition and that maintain continuity of services/systems to ROOM AREAS AND CEILING HEIGHTS(R305) to the dwelling unit per R315.2.1. clayey gavel may assumed to have this minimum bearing capacity of 2,000 PSF, f.Wood,hardboard and wood structural panel siding shall be installed according electrical power per E3901.9.
other parts of the building. 2.Carbon monoxide alarms shall be installed outside each separate 7.General contractor shall report to architect type of soil encountered in the field. to R703.5 and Table R703.3(1). 8.Hallways of 10 feet or more in length shall have at least one receptacle outlet.
2.Locate,identify,shut off,disconnect,and cap off utility services and AP EA MnsF Min Room Dimension Min Ceiling Height sleeping area in the immediate vicinity of the bedrooms.Where a fuel Notify architect of unsuitable conditions before starting construction. g.Fiber cement siding shall be installed according to R703.10 and Table R703.3(1). The hall length shall be considered the length measured along the centerline of the
mechanical/electrical systems serving areas to be selectively demolished. Hanronie Rooms xeuc.Wtcnensr 70 7' 7 burning appliance is located within a bedroom or its attached bathroom, E.Concrete or masonry foundation wall shall extend 6"min.above finished grade. h.Vinyl siding shall be installed in accordance with the manufacturer's instructions hall without passing through a doorway per E3901.10.
3.Provide temporary barricades and other protection required to prevent Hali-Hahtatle rva rva 7 a carbon monoxide alarm shall be installed within the bedroom. E.Drainage(R-405): and per R703.11. 9.A 125-volt,single phase,15-or 20-ampere-rated receptacle outlet shall be
injury to people and damage to adjacent buildings and facilities to remain. HAi-non habitable n/a Na 6-e1 3.A carbon monoxide alarm shall be provided on each story containing a.Surface drainage shall be diverted to a storm sewerconveyance or other i.Vinyl siding and insulated vinyl siding used with foam plastic sheathing shall be installed at an accessible location for the servicing of heating,air-conditioning
4.Provide and maintain shoring,bracing,and structural supports as required easements-Hant-,nle nra rua 7 a sleeping area,within 15'of the sleeping area. More than one alarm approved point of collection per R401.3. Lots shall be graded to drains surface installed in accordance with Section R703.11.2.1,R703.11.2.2 or R703.1 1 2.3. and refrigeration equipment.The receptacle shall be located on the same level
to preserve stability and prevent movement,settlement,or collapse of Easwents-rutnaatade nra Na s-"' shall be provided where necessary to assure that no sleeping area on water away from foundation walls.Grade should fall a minimum of 6"within the 6.Flashing(R703.4) and within 25 feet of the heating,air-conditioning and refrigeration equipment.
construction and finishes to remain or construction being demolished. Easementgvoere,ou s n a va 14 such story is more than 15'away from a carbon monoxide alarm per first 10 feet. a.Approved corrosion-resistant flashing shall be applied shingle fashion in a manner The receptacle outlet shall not be connected to the bad side of the HVAC equipment
5.Provide temporary weather protection to prevent water leakage and Eatnrooms,Toilet.LwncryRmms nra rva s-s R9.5.2.3.1.1.1. b.4"perforated tile shall be placed around the perimeter of the building as shown to prevent entry of water into the wall cavity or penetration of water to the building disconnecting means per E3901.11.
damage to structure and interior areas. 4.A carbon monoxide alarm shall be provided on every story that 10.All 125-volt,single phase,15-or 20-ampere receptacles installed in bathrooms
9 5. Toilets shall be installed a min.of 15"from the center of the facture for drainage and directed to a low point of the site with daylight or approved structural framing components and shall extend to the surface of the exleriorwall finish. 9 P P
6.Protect walls,ceilings,floors,and other existing finish work that are to remain. contains a carbon monoxide source. drainage system. b.Flashing shall be installed at the following locations: shall have ground-fault circuit-interrupter protection for personnel per E3902.1.
Neatt cut openings and holes plumb,square,and true to dimensions required. to the wall,per R 307.1. Vanities,showers,and tubs shall comply with 5.Combination smoke and carbon monoxide alarms can be used. p P P openings, 9 P p garages YP sq req c.Exposed portion of basement or crawl space walls shall have foundation for i.exterior window and door o enin s, 11.All 125 volt,single phase,15-or 20-ampere ere receptacles installed in ara es
Use cuffingmethods least like to damage construction to remain or adjoining clearances in figure R307.1. 6.Carbon monoxide alarms shall receive their primary power from the
likely 9 1 9 walls that extend 42"MIN.below grade(frost wall). ii.intersection of chimneys or other masonry construction and grade-level portions of unfinished accessory buildings used for storage or
construction. 6.Each pane of glazing installed in hazardous areas per R308.4 shall be building wiring and where primary power is interrupted,shall receive d.Frost-protected footings shall have R-5.6 vertical insulation and frost wall iii.under and at the ends of masonry,wood or metal copings and sills work areas shall have ground-fault circuit-interrupter protection for personnel
7.Architectural,mechanical,electrical,plumbing&structural items in EXIST. manufacturer's designation,label,or other evidence approved by the powerfrom a battery. Wiring shall be permanent. shall be vertically insulated with R-10 min.insulation to a depth of 24"per iv.continuously above all projecting wood trim per E3902.2.
building shalt be maintained in EXIST.condition unless noted otherwise. building official per R308.
9 Table R403(1). v,where exterior porches,decks or stairs attach to a wall or floorassembly of 12.All 125voE,single phase,15-or 2-ampere receptacles installed outdoors
Items that are damaged during construction work shall be fixed&returned 7.Garage floor surfaces shall be a noncombustible material and sloped PROTECTION OF WOOD AGAINST DECAY(R317) 10.Waterproofing and Damproof ng(R406) wood-frame construction shall have ground-fault circuit-interrupter protection for personnel per E3902.3.
to original condition. to a drain or main vehicle doorway per R309.1. 1.Protection of wood and wood based products from decay shall be provided in a.Foundation walls that retain earth and enclose habitable or usable spaces vi.at wall and roof intersections 13.Where a crawl space is at or below garage level,all 125-volt,single phase,
8.Carports shall be open on two sides minimum and floor surfaces shall the followinglocations b the use of natural durable wood orwood that is locate below grade shall be dam roofed from the hi her of the to of the vii.at built-in utters 15-or 20-ampere receptacles installed in such laces shall have round-fault
be a noncombustible material and sloped to a drain or main vehicle entry y naturally 9 P P 9 P 9 P P P 9
BUILDING PLANNING doorway R309.2. preservative-treated per R317.1: footing or 6"below the top of the basement floorto the finished grade. 7.Provide two coats satin acrylic paint over one coat primer at all interior gypsum circuit-interrupter protection for personnel per E3902.4.
y per a.wood joists closer than 18"to exposed ground in crawl spaces orwithin the b.In areas where a high watertable or other sever soil-water conditions are wallboard(at walls and ceilings)and woodwork/hardboard unless noted otherwise. 14.All 125volt,single phase,15-or 20-ampere receptacles installed in
1.Buildings and structures constructed in whole or part in flood hazard areas 9.Buildings shall be provided with approved address identification that is periphery of the building foundation. known to exist,exterior foundation walls that retain earth and enclose interior Use moisture resistant paint at bathroom walls and ceilings.Use one of the following unfinished basements shall have ground-fault circuit-interrupter protection for
shall comply with R322. visible from the street fronting the property per R319.1. b.wood girders closer than 12"to the exposed ground in crawl spaces orwithin spaces and floors below grade shall be waterproofed from the higher of the manufacturer's:Benjamin Moore&CO.,Pratt&Lambert,Glidden,Sherwin Williams personnel.For purposes of this section,unfinished basements are defined as
2.For 2"x 6"wood wall framing,story height shall not exceed 1 V-7"and a I 10.Flood resistant construction shall be in compliance with R322.
aterelly unsupported stud height of 10'per R 301.3 and table R602.3(5). 11.Clear height above and below mezzanine floor construction shall be 7'. the periphery of the building foundation. top of the footing or 6"below the top of the basement fborto the finished grade. or approved equal. portions or areas of the basement not intended as habitable rooms and limited
c.wood members resting on concrete or masonry exterior walls less than 8" 11.Columns(R407) to storage areas,work areas,and the like per E3902.5.
3.Live loads shall be as provided in Table R301.5. 12.The aggregate area of a mezzanine(s)shall not be greater than from the exposed ground. a.All surfaces inside and outside of steel columns shall be given a shop coat 15.All 125-volt,single phase,15-or 20-ampere receptacles that serve countertop
4.Fire resistant construction shall comply with R302. 1/3 of the floor area of the room or space in which they are located. d.sills and sleepers on a concrete or masonry slab that is in direct contact of rush-inhibitive paint. ROOF-CEILING CONSTRUCTION surfaces shall have ground-fault circudAntemipter protection for personnel per
5.Openings from a private garage directly into a room for sleeping purposes 13.Means of egress for mezzanines shal comply with R311. with the ground(exc.unless separated from such slab by an impervious b.All columns shall be restrained against lateral displacement at the bottom end. E3902.6.
is not permitted per R302.5.1. 14.Swimming pools and spas shall comply with the International 1.In areas where expansive or collapsible soils are known to exist,all dwellings shall
moisture barrier) Wood columns shall be nominal 4"min.and steel columns shall be 3"dia.min. 16.All 125-volt,single phase,15-or 20-ampere receptacles that are boated
6.Openings between a private garage and residence shall be equipped with Swimming Pool and Spa Code. Per manenty installed spas and have a controlled method of water disposal from roofs that will collect and discharge
e.ends of wood girders entering exterior masonry or concrete walls having schedule 40 pipe per ASTM A53 Grade B. within 6'of the top inside edge of a sink shall have ground-fault circuit-interrupter
1-3/8"min.thickness solid wood doors,1-3/8"min.thickness solid or hot tubs shall be designed an constructed in conformance with ANSI/NSPIA clearances of less than 1/5"on tops,sides,and ends. 12.Provide expansion joints in concrete slabs,including basements,driveways roof drainage to the ground surface not less than 5'from foundation walls protection for personnel per E3902.7.Receptacle outlets shall not be installed
honeycomb-core steel doors,or 20 minute fire-rated doors equipped with a 2.All overhangs are V-0",measured from exterior side of exterior finish,unless noted
f.wood siding,sheathing and wall framing on the exteriorof a building having and patios,at no greater than 16'in one direction and 40'in the other direction. in a face-up position in the work surfaces or countertops in the work surfaces
self-closingdevice or automatic closer erR302.5.1. EMERGENCY ESCAPE AND RESCUE OPENINGS(R310) 3.Engineered wood roof trusses shall be designed and prepared by a registered design
P less than 6"clearance from the ground or less than 2"vertically from concrete 13.Under Floor Space(R408) or countertops.
7.Ducts penetrating walls or ceilings between the dwelling and garage shall 1.Basements,habitable attics,and eve sleeping room shall have one operable professional,submitted to the building official and approved prior to installation per R802.10.
every P 9 P steps,porch slabs,and patio slabs. a.Crawl space areas shall have ventilation openings through foundation or 17.All 125-volt,single phase,15-or 20-ampere receptacles that are boated
be constructed of min.No.26 gage sheet steel and shall not have openings emergency escape and rescue opening. g,wood structural members supporting floors or roofs that are exposed to the exterior walls. Min.net area of openings shall be 1 SF min.for each 150 SF 4.Trusses shall be braced to prevent rotation and provide lateral stability per R802.10.3. within 6'of the outside edge of a bathtub or shower stall shall have ground-fault
into the garage per R302.5.2. 2.Basements containingsleeping rooms shall have one emergency and escape 5.Truss members and components shall not be altered in any way without the approval
P 9 r9 cY Pe weather(exc,unless separated from such slab by an impervious moisture barrier) of under-floor space area. Ground surfaces covered by a Class I vapor retarder circuit-interrupter protection for personnel per E3902.8.
8.Garage shall be separated as required b Table R302.6,gypsum boats of a registered design professional per R802.10.4.
9 PY 9Y opening for each sleeping room. h.wood furring strips or other wood framing members attached directly to the shall have a min.net area of openings of 1SF min.for each 1500 SF of 18.All 125volt,single phase,15-or 20-ampere receptacles installed in laundry
attachment shall comply with Table R702.3.5. 6.Allowable ceiling joist spans shall be in accordance with Tables R802.4(1)and R802.4(2).
P Y 3.Emergency escape and rescue openings shall have a clear net opening of interior of exterior masonry walls or concrete walls below grade(except when under-floor space area. rooms shall have ground-fault circuit-interrupter protection for personnel per
9.Walls separating dwellings and attics from the garage shall be covered by 5.7 SF 5 SF for grade floor openings),clear net height of 24"min,clear net 7.Allowable rafter spans shall be in accordance with Tables R802.5.1(1)-R802.5.1(8). E3902.9.
( 99 an approved vapor retarder is applied between the wall and furring strips or b.One ventilation opening shall be within 3'of each comer of the building.
%"min gypsum board or equivalent applied to the garage side. width of 20",and max.44"sill height. 8.Provide 2 x 4 collar ties at 48"O.C.Locate at midpoint between ridge and eave. 19.Ground-fault circuit-interrupter protections shall be provided for outlets that
9 framing members) c.Ventilation openings shall be covered per R408.2. P P
10.Habitable rooms above the garage shall be separated b 5/8"min.T X 9.Use 2 x 12 at all roof ridge beams and hip beams unless noted otherwise.
9 9 P Y Type 4.Sill heights below grade shall have a window well of not less than 9 SF of 2.Field-cut ends,notches and drilled holes of PT wood shall be treated in the d.Ventilation openings are not required where: supply dishwashers in dwelling unit locations per E3902.10.
sum board ore equivalent 10.Pudins are continuous horizontal structural members located directly underthe rafters
9YP q horizontal area,horizontal projection and width of 36",and proper drainage. field per AWPA M4. i. exposed earth is covered by a continuous Class 1 vapor retarder 20.All branch circuits that supple 125-volt,single phase,15-or 20-ampere outlets
11.Structures supporting floor/ceiling assemblies used for separation shall be Window wells with a vertical depth greater than 44"shall beequipped with a to support rafters and reduce the un-braced span.Installation is permitted as shown in
Pt 93.All wood in contact with the ground,embedded in concrete shall be approved ii.continuously operated mechanical exhaust ventilation system installed and in dwelling unit kitchens,family rooms,dining moms,living rooms,parlors,
covered by not less than Y"gypsum board or equivalent. ladder or steps. Figure R802.5.1. libraries,dens,bedrooms,sunrooms,recreation rooms,closets,hallways,laundry
P PPT wood per R317.1.2. perimeter walls insulated Y
. 12.Garages located less than 3 feet from the dwelling unit shall have''/"min. 5.Emergency escape and rescue openings cen be located under decks 11.Brace ridges,hips,valleys and puriins to beam or bearing wall w/(2)2 x 4 at 64"O.C.
r9 �y P4.Approved PPT wood shall be used for portions of wood members that form the iii.conditioned air supply system is installed and perimeter walls insulated areas and similar rooms or areas shall be protected by an arc-fault circuit-interrupter
gypsum board or equivalent applied to the interior side of exterbrwall that are provided the opening is fully operable and a 36"min.height path is provided 12. The ends of each rafter or ceiling joist shall have not less than 1-1/2"of bearing on
P P 9 ly P 9 P P structural supports of buildings,balconies,and porches when those members are e.18"x 24"min.access floor opening or 16"x24"min.perimeterwall opening listed to provide protection of the entire branch per E3902.16.
within this area. wood or metal and not less than 3"on masonry orconcrete per R802.6.
to a court or exposed to the weather per R 317.1.3. is required for all under-floor spaces. 21.At least one wall switch-controlled lighting outlet shall be installed in every
13.Fireblocking shall be provided to cut off both vertical and horizontal concealed 6.Replacements windows are exempt from height requirements per R310.2.5. 5.Wood columns shall be approved PPT per R317.1.4. 14. Exterior insulation applied to basement walls,craw space walls,and the 13.Cutting,drilling,and notching of structural roof members shall comply with section habitable room and bathroom per E3903.2.
draft openings and to form an effective fire barrier between stories and between 7.Doors used as an emergency escape and rescue opening shall be R802.74 and R502.8.1.
r9 c7' P 9 6.Wood members required to be PPT shall bear a qualify mark of an approved perimeter of slab on grade floors shall have protective covering and extend 6" 22.At least one wall switch-controlled lighting outlet shall be installed in hallways,
the top story and roof space per R 302.11 and R302.11.1. side-hinged or a slider and comply w/section R310.3.1 14.Framing of openings shall be in accordance with section R802.9. Y garages, garages
9 P Y inspection agency per R317.2. below grade per N1101.11.1(R303.2.1). stairways,attached ara es,and detached ara es with electric power.At least
14.Fireblocking shall be provided: 7.Fasteners shall be of hot-dipped,zinc-coated galvanized steel,stainless steel, 15, Roof assemblies shall have uplift resistance in accordance with sections R802.11.1.1 one wall switch-controlled lighting outlet shall be installed to provide Illumination
and R802.11.1.2.
-vertically at the ceiling and on the exterior side of each outdoor egress door having grade v
a. concealed spaces in stud walls and partitions vertica ly g silicon bronze or copper per R317.3. g h g g level access,including
MEANS OF EGRESS R311 16.Roof sheathing shall conform to section R803.
floor levels,horizontally at intervals not exceeding 10' HEADERS AND BEAMS outdoor egress doors for attached garages and detached garages with electric power.
b.concealed horizontal and vertical spaces such as soffits,and drop ceilings ( ) 17.Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly A vehicle door in a garage shall not be considered as an outdoor egress door.
c. openings around vents,pipes duds,cables and wires at ceiling and floor level, 1.Each dwelling shall have a means of egress with a continuous and unobstructed GENERAL FRAMING NOTES 1.Sawn lumber shall be identified by a grade mark of an accredited lumber to the underside of roof rafters shall have cross ventilation foreach separate space by
path of vertical and horizontal egress travel from all portions of the dwelling to the grading or inspection agency and have design values certified b an 23.Where one or more lighting outlets are installedlevel
for interior stairways,there shall
with an approved material to resist the tree passage of flame and products of P 9 P 9 1.Interior walls have 2 x 4 studs @ 16"O.C.,exterior have 2 x 6 studs @ 9 9 P 9 �y 9 Y ventilating openings protected against the entrance of rain orsnow. Openings shall comply be a wall switch at each floor level and landing level that includes an entryway to
required egress door without requiring travel though a garage. accreditation body that complies w/DOC PS 20. with section R806.
combustion q 9 9 9 9 9 16"O.C.,unless noted otherwise. control the lighting outlets where the stairway between floor levels has six or more
d. concealed spaces between stair stringers at the top and bottom of the run 2.Each dwelling shall have one minimum egress door that opens directly to a yard 2.Lumber species is Hem Fir#2 for common rafters,joists and beams under 2.Girder and Header spans for exterior bearing walls shall be specified per 18.Unvented attics and unvented enclosed roof framing assemblies shall be permitted risers per E3903.3.
or court. The door shall be side-hinged with a 32"min clear width and 78"min. Table R602.7(1). per R806.5.
e. chimneys and fireplaces(per R1003.19). 9 20'in length. P 24.In attics,under-floor spaces,utility rooms and basements,at least one lighting
clear height. 3.Girder and Header spans for interior bearing walls shall be specked per 19.A minimum 20"x30"attic access opening shall be located in a hallway orother readily
15.Draftstopping shall be installed per R302.12. 9 3.Lumber species is Douglas Fir-larch for common rafters,joists and beams outlet shall be installed where these spaces are used for storage or contain
3.Landings shall be located on each side of the egress doorwith 36"min.clear Table R602.7(2). accessible location per R807.1.
16.Floor assemblies shall be provided with a/_"gypsum wallboard membrane, 9 9 20'or greater in length. P equipment requiring servicing.Such lighting outlet shall be controlled by a wall
5/8"wood structural panel membrane,or equivalent on the underside of the floor inches measured in the direction of travel. The slope at exterior landings 4.Modulus of elasticity for microlam laminated veneer lumber is 1.9 x 10,000,000. 4.Maximum spans for wood structural panel box headers shall be specified 20.Where roof pitch is less than 3:12,structural members that support rafters shall be switch or shall have an integral switch.At least one point of control shall be at
framing member per R302.13. shall be''/^":12"max. 5.All concentrated loads shall be transferred to foundation via beams,posts, per Table R602.7(3). designed as beams. the usual point of entry to these spaces.The lighting outlet shall be provided at
4.Landings and finished floors shall be 1-1/2"max.below the to of the threshold. 5.Headers shall be supported on each end with one of more jack studs or 21.Buildings with combustible ceiling or roof construction shall have an attic access
9 P and/or solid blocking. 9 9 or near the equipment requiring servicing per E3903.4.
5.Egress from habitable levels including habitable attics and basements not 6.Dimensions for interior walls are to face of stud. with approved framing anchors per Table R602.7(1)or R602.7(2). opening per R807. 25.One 120-volt,20 ampere circuit shall be installed to supply receptacle
SOIL NOTES provided with an egress door shall be by a ramp(R311.2)or stairway(R311.7). 7.Dimensions for outside face of exterior walls are to PLYWD. 6.The minimum number of full height studs at each end of a header shall be outlets in attached and detached garages with electric power per E3703.5.
1.Contractorto provide soil test to verify existing conditions. 8.Engineered wood floor trusses shall be designed and prepared by a registered per Table R602.7.5.
2. New fill to be clean of organic material. design professional,submitted to the building official and approved priorto 7.Studs shall be continuous from support at the sole plate to a support at the ROOF ASSEMBLIES WIRING METHODS
3. Add additional new fill as needed.
STAIRWAYS AND HANDRAILS(R311.5-R311.8.3.3) installation per R502.11. top plate to resist loads perpendicular to the walls.
secured to the
4. All new fill shall comply with ASTM D 698&ASTM D 1557. 1.Exterior landings,decks,balconies,and stairs shall be positively anchored to the 9.Truss members and components shall not be altered in any way without the i.Joists shall be supported laterally at the ends by full depth solid blocking 1.Roof decks shall be covered with approved roof coverings 9 1.All wiring shall comply with section E3801.
5. All new fill shall be compacted and tested by a professional agence. primary structure or shall be designed to be self-supporting per R311.5.1. approval of a registered design professional per R502.11.3. per R502.7. building or structure per Chapter 9 in accordance with approved manufacturer 2.Cables shall be protected by guard strips when run across the top of floor
6. Do not backfill until first floor dec construction,including subfloor is complete. 2.Hallway width shall be 36"min. 10.Notches in floorjoists,rafters,and beams shall not exceed 1/6 of the depth 9.Joists exceeding 2 x 12 shalt be supported laterally by solid blocking,diagonal instructions. joists in accessible attics and roof spaces per E3802.2.1.
3.Stairway width shall be 36"min.,with a clear width of 31-1/2"min.with one of the member at the bearing end,shall not be longer than 113 of the depth of the bridging,or a continuous 1x3 strip per R502.7.1. 2.Flashings shall be installed at wall and roof intersections,changes in roof 3.Cables shall be supported and secured by staples,ties,straps,or hangers
handrail and 27"min.with two handrails.Handrails shall project 4-1/2"max.on member,and shall not be located in the middle one-third of the span per R502.8. '0.All steel beams to bear 3 1/2"on beam pockets in CONC.walls. slope or direction,around mot openings,where the save of a sloped roof so as not to damage the cable per E3802.6.
either side of the stairway. 11.Notches at the ends of the member shall not exceed'/,of the depth of the member. '11.The ends of each joist,beam or girder shall have 1-1/2"min.bearing on intersects a vertical sidewall. 4.Insulated conductors and cables installed in raceways in wet locations above
4.Headroom shall be 6'-8"min.. 12.Any stud in an exteriorwall or bearing partition may be cut or notched to a depth wood or metal and not less than 3"on masonry or concrete per R502.6 or be 3.Metal flashings shall be corrosion resistant per R903.2.1 grade shall be listed per E3802.8.
5.Vertical rise for a Eight of stairs is 147"max.between floor levels or IandinGs. not exceeding 25%of its width(40%for non bearing partitions). supported by approved joist hangers. 4.Roof materials shall be of materials that are compatible with each other
6.Riser height is 8-1/4"max.and the greatest riser height within any flight of stairs 13.Tension side of member 4"or greater nominal thickness2.Laminated Veneer Lumber(LVL)may be substituted on an equivalent and with the building or structure to which the materials are thickness shall not be notched applied. WIND FRAMING NOTES
shall not exceed the smallest by more than 3/8". except at the ends of the member. basis for specified steel beams. LVL manufacturer shall provide LVL design, 5.Undedayment shall comply with section R905.1.1.
7.Tread depth is 9"min.and the greatest tread depth within any flight of stairs 14.Cuts,notches and holes bored in trusses,structural composite lumber,structural engineering and plans. 6.Ice banner shall be applied per R905.1.2. For low slope to 8:12 slope roofs, 1.A continuos bad path shall be provided to transmit uplift forces
the ice barrier shall extend from the lowest edge of the roof surface to a point not per R802.11.1 and Table R 802.11.
shall not exceed the smallest in s to than more
glue-laminated members,cross-laminated timber members or I joists are prohibited less than 24"inside the exterior wall line of the building.For 8:12 or greater slope 2.Straps,connectors and hardware shall be specified by a licensed PE or submitted
8.Open risers provide that openings located more than 30"to the floor orgrede except where permitted by the manufacturer or registered design professional per ENERGY EFFICIENCY
roofs,the ice barrier be applied not for approval prior to installation by the local jurisdiction.
do not permit the passage of a 4"dia sphere. R502.8.2. '.Insulation applied to the exterior of basement walls,crawl space walls and less than 36"measured alongthe roof slope from the eave edge of the building. 3.Provide approved straps and connections at ridge to rafter assembly,rafter to
9.Landings shall be located at the top and bottom of the stairway with 36"min. 15.Drilling and notching of studs and top plate shall comply with R602.6. P 9 g' PP P 9 ly.
perimeter of slab-on-grade floors shall have a rigid,opaque and weather-resistant 7.Asphalt shingles shall be used for root slopes 4:12 or greater. Double wall assembly,wall to wall assembly,wall assembly to foundation,all header and
clear inches measured in the direction of travel. 16.Studs shall be a minimum No.3 standard or stud grade lumber(R602.2) protective covering to coverthe exposed exterior insulation and shall extend 6"min. undedayment shall be used for 4:12 slope girder connections(including windows and doors),column to foundation and
10.Handrails shall be provided on one side min.of each continuous run of treads 17.Stud size,height and spacing shall be in accordance with Table R602.3. below grade per N1101.11.1. 8.Metal roof panels shall comply with Section R905.10,minimum slopes shall column to roof connections. Add additional connections as required.
or flight with more than four risers. 18.Wood stud walls shall be capped with a double top plate installed to provide 2.The buildin thermal envelo a shalt meet the uirements of the Table N1102.1.2 corn
11.Handrail height shall be 34"min.-38"max.and have a space of not less overlapping at comers and intersections with bearing partitions per R602.3.2. 9 p ply with R905.10.2. 4.Asphalt shingles shall be designed forwind speeds in accordance w/R 905.2.4.
based on the climate zone 6. 9.Rooftop-mounted Photovoltaic Systems shall be installed according to section and table R 905.2.4.1.
than 1-1/2"between the wall and handrails. 19.Lumber sheathing shall conform to R503.1 and wood structural panel 8.Eave baffles shall be installed adjacent to soffit and eave vents for air permeable R907,R324,and NFPA 70. 5. Undedayment attachment shall be per R 905.1.1(3)and fastened per R 905.2.6.
12.Handrails shall be continuous for the full length of the flight per R311.7.8.2., sheathing to R5032. insulations in vented attics per N1102.2.3.
and handrail ends directly above top and bottom risers shall be returned to the 20.Joists under parallel bearing partitions shall be(2)2 x 10 unless noted otherwise P se ion R9 9,R32 , Photovoltaic Panel Systems shall c installed according to
4.Access doors from conditioned spaces to unconditioned spaces shall be weather section R909,R324,and NFPA 70 and the roof upon which these systems are PROTECTION OF OPENINGS FROM
wall or terminate in newel posts. on plan.If(2)2 x 10 need to be separated for piping etc.they shall be full depth solid stripped and insulated per N1102.2.4. installed shall be designed and constructed to support the loads imposed by such
13.Handrails adjacent to a wall shall have a space of not less than 1 112" blocked with 2"nominal min.lumber,spaced not more than 4 FT.on center per R502.4. WIND-BORNE DEBRIS
6.Floor framing-cavity insulation shall be installed to maintain permanent contact systems in accordance with Chapter 8.
between the wall and handrail. 21.The ends of each joist,beam or girder shall have not less than 1.5"of bearing with the underside of the subfloor decking per N1102.2.8. 1.Exterior glazing shall be comply per R 301.2.1.2
14.Handrail cross section widths and shapes shall comply with R311.7.8.3. on wood or metal and not less than 3"on masonry or concrete. 6.Conditioned basement walls shall be insulated from the top of the basement wall 2.Wood structural panels may be permitted and must comply with
a.Handrails with a circular cross section shall have an outside diameter of at 22.Comply with table R602.3(1),fastener schedule for structural members.Where down to 10'below grade or to the basement floor,whichever is less per N1102.2.9. Table R 301.2(2)or Table R301.2.1.2.
least 1 1/4"and not greater than 2". post and beam or girder construction is used to support floorfaming,positive r.Slab on grade floors less than 12"below grade shall be insulated per Table N1102.1.2. 3. Install permanent corrosion resistant anchors on the building.
�,� D A b.Handrails that are not circular shall have a perimeter dimension o least 4 f at " connections shall be provided to ensure against uplift and lateral displacement per
`- �� 8.Crawl space walls may be insulated per N1102.1.11 and R402.2.11 when the 4. Provide corresponding corrosion resistant attachment hardware and panels
41 - ! and not greaterthan 6 1/4"with a maximum cross section dimension of 2 1/4". R502.9. crawl space is not vented to the outside. cut to size and ready to use.
N. p�A L' /'�/, 15.Alternating tread devices and ships ladders shall not be used as a means 23.Floor openings shall comply with R502.10. 9.Air leakage testing the dwelling unit shall be tested and verified as having an air
! // 1t IV_ of egress. 24.Components of exterior walls shall be fastened in accordance with leakage rate not exceeding three air changes per hour,testing shall be conducted
r if {` 16.Ramps serving egress doors shall have a 1:12 max.slope. All other ramps Tables R602.3(1)-R602.3(4).
�� by an approved third party per N1102.4.1.2.
'T.� z shall have a max.slope of 1:8 per R311.8.1. 25.Wall to foundation or floor connection shall comply wfrable R603.3.1. ,0.Air barrier and Insulation Installation shall be per Table N1102.4.1.1.
r• I 1 * 17. Guards shall be located along open-sided walking surfaces 30"min.from 26.Wall sheathing shall be fastened directly to framing members. 11.Ducts shall be pressure tested to determine air leakage per methods in N1103.3.3.
y 1: floor or grade level per R312.1.1. Guards shall be 36"min.height at open-sided 27.Buildings shall be braced in accordance with section R602.10 or R602.12 12.Not less than 90%of lamps in permanently installed lighting fixtures shall be
,, ( i Al", , ,1, I walking surfaces(stairs,porches,balconies,landings)and 34"min.-38"max. 28.All interior openings are 6'-10"high unless noted otherwise. high-efficacy lamps per N1104.1.
r5 .t I1, along stairs per RR312.1.2. 29.Pressure treated sill plates at garage and other locations where sill plate is
t i kit-rr;rfr, 4 9 P 13.A permanent certificate with R-values listed shall be posted per N1101.14(R401.3)
l� �:!f,t_tt= C 18.Guard openings shall not allow the passage of a 4"die.sphere per R312.1.3. within 8"of grade. 14.Eave baffles shall be installed per N1102.2.3 when required.
/ 19.Window fall protection shall be provided where the top of the sill of an operable 30.Engineered I-Joist floor systems shall be designed and prepared by a registered 15.Whole house mechanical ventilation systems shall meet the efficacy requirements
(�(' 'r-r(', window opening is located less than 24"above finished floor and greater than design professional,submitted to the building official and approved priorto installation.
( of Table N 1103.6.1.
72"above finished grade per R312.2. 31.All exterior deck framing shall comply with R507.
32.All items are new unless noted otherwise.
It is a violation of NYS Law for any person, TAMARA C. bILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT 1480 Harbor Lane BUILDING NOTES
PLYWOOD studio A-4
licensed professional engineer, to alter this Cutchogue, /NY 11935 NTS February 1 fi, 2024
drawing in anyway 1 20 /North 7th`/'t, Allegany, /NY 14706
/
PROPERTY LINE 105'
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23' 18'-6"
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-KY PLANE DIAGRAM- ! 23,
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.._.............._.._.._.._.._.._.._.._........_.._.._.._.._. .._.._.._.._--------------------------PROPERTY LINE 105'
EDGE OF PAVEMENT
HARBOR LANE
NOTE:
V--D ABC
MEASUREMENTS BASED
\ `�A L. l t/" .h
�t� ; OFF OF SURVEY#223-156
DATED NOVEMBER 9,2023
't q
IR
OF
It is a violation of NYS Law for any person, TAMARA C. HILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT 1480 Harbor Lane SITE PLAN
PLYWOOD studio „ _ ., S- 1
licensed professional engineer, to alter this Cutchogue,NY 11955 1/4 - 1 -0 February 16, 2024
drawing in anyway 20/lorth 7th-A Allegany, /NY 14706
GENERAL MUTES
PLUMBING FIXTURES (CONT.)
s. LAVATORIES SHALL COMPLY W/SECTION P2711 DRAINAGE FIXTURE UNIT (D.F.U.) VALUES FOR VARIOUS PLUMBING MAX. FIXTURE UNITS ALLOWED TO
1 PLUMBING FIXTURES, DRAINS, APPURTENANCS &APPLIANCES 10. WATER CLOSETS SHALL COMPLY W/SECTION P2712
USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE 11. BATHTUBS SHALL COMPLY W/SECTION P2713 FIXTURES BE CONNECTED TO BRANCHES AND STACKS
SHALL BE DIRECTLY CONNECTED TO THE BUILDING SANITARY 12 SINKS SHALL COMPLY W/SECTION P2714 DRAINAGE FIXTURE UNITS
DRAINAGE FIXTURE UNITS (D.F.U)VALUES MOM. PIPE SIZE ANY HORIZONTAL ANY ONE VERTICAL
DRAINAGE SYSTEM 13. LAUNDRY TUBS SHALL COMPLY W/SECTION P2715 (D.F.U)VALUES
FIXTURE BRANCH STACK OR DRAIN
2. THE WATERPDISTRIBUTION SYSTEM SHALL BE CONNECTED T
14. FOOD-WASTE DISPOSER SHALL COMPLY W/SECTION P2716 BAR SINK 1 1/4"
A PUBLIC WATER SUPPLY, OR AN INDIVUDUAL WATERS UPPLY. 15. DISHWASHERS SHALL COMPLY W/SECTION P2717 AND BE SUPLLIED IWTH AN AIR GAP BATHTUB 2 1 Y2" 3 4
3. SANITARY DRAINAGE PIPING SHALL BE CONNECTED TO A OR A BACKFLOW PREVENTER BIDET 1 2" 6 10
PUBLIC SWWER OR A PRIVATE SEWAGE DISPOSAL SYSTEM IN 16. THE DISCHARGE FROM A CLOTHES MACHING SHALL BE THROUGH AN AIR BREAK CLOTHES WASHER STANDPIPE 2 2 Y2"
COMPLIANCE WITH STATE OR LOCAL REQUIREMENTS 17. FLOOR DRAINS SHALL HAVE WASTE OUTLETS NOT LESS THAN 2" DIA. WITH A DISHWASHER 2 3"FLOOR DRAIN 0 4" 160 240
4. INDIVIDUAL WATER SUPPLIES (PRIVATE WELLS) SHALL BE REMOVABLE STRAINER. KITCHEN SINK 2
INSTALLED BY A WELL DRILLER REGISTERED WITH THE D.E.C. 18. MACERATING TOILET SYSTEMS SHALL BE INSTALLED PER THE MANUF. INSTRUCTIONS LAVATORY
5. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL COFNROM LAUNDRY TUB 2
TO P2062.1.2 WATER HEATERS SHOWER STALL 2 MAX. FIXTURE UNITS ALLOWED TO
6. FINISHED FLOGS, WALLS, CEILINGS, TILE WORK RO ANY PART WATER CLOSET 1.6 GAL. PER FLUSH 3
WATER CLOSET ( MORE THAN 1.6 GAL. PER FLUSH) 4 BE CONNECTED TO THE BUILDING DRAIN,
OF THE BUILDING THAT MUST BE CHANGED OR REPLACED SHALL 1. HOT WATER SHALL BE SUPPLIED TO PLUMBING FIXTURES AND APPLIANCES INTENDED FULL BATH GROUP W/ BATHTUB 1.6 GAL. PER FLUSH BUILDING DRAIN BRANCHES OR THE
BE LEFT IN A SAFE STRUCTURAL CONDITION TO BATHING, WASHING OR CULINARY PURPOSES FULL BATH GROUP W/ BATHTUB MORE THAN 1.6 GAL. PER FLUSH 6 7. WOOD-FRAMED STRUCRUAL MEMBERS THAT ARE DRILLED, 2 DRAIN VALVES FOR EMPTYING SHALL BE INSTALLED AT THE BOTTOM OF EACH HALF BATH GROUP W/ LAVATORY (1.6 GAL. PER FLUSH 4 BUILDING SEWER
NOTCHED OR ALTERED SHALL COMPLY W/R502.8, R602.6,R802.7, HALF BATH GROUP W/ LAVATORY GREATER THAN 1.6 GAL. PER FLUSH 5
TANK-TYPE WATER HEATER AND HOT WATER STORAGE TANK. KITCHEN GROUP (DW, SINK) 2 PIPE DIA. SLOPE PER FOOT
R802.7.1. HOLES SHALL COMPLY W/ R505.2.6, R603.2.fi,R804.2.6, 3. THE WATER TANK SHALL BE INSTALLED WITH A PAN IF IN A LOCATION WHERE WATER LAUNDRY GROUP CLOTHES WASHER STANDPIPE & LAUNDRY TUB � �
8.METALLIC PIPING SHALL NOT BE PLACE DIN DIRECT CONTACT MUTIPLE BATH GROUPS: / INCH / INCH Y2 INCH
LEAKEAGE COULD CAUSE DAMAGE. 1/2" - NOTE A NOTE A
W/STEEL FRAMING MEMBERS, CONCRETE , MASONRY, OR WATER HEATERS HAVING AN INGITION SOURCE SHALL BE ELEVATED SUCH THAT THE 1.5 BATHS 7 2" - 21 27
CORROZIZVE SOIL. SOURCE OF IGNITION IS 18" OR GREATER ABOVE THE FLOOR 2 BATHS 8 2Y2" - 24 31
9. PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE 2.5 BATHS 9 3" 36 42 50
PROVIDED A RELIEVING ARCH OR PIPE SLEEVE. 3 BATHS 10 4" 180 1
10. SOIL OR WASTE PIPES SHALL NOT BE INSTALLED OUTSIDE OF SANITARY DRAINAGE 3.5 BATHS 1 NOTE A:Y2" PIPE SIZE LIMITED TO A BUILDING DRAIN BRANCH
A BUILDING, IN EXTERIOR WALLS, IN ATTICS, OR CRAWL SPACES SERVING NOT MORE THAN TWO WASTE FIXTURES, OR NOT MORE1. PORTIONS OF ABOVE GRADE DWV SYSTEM SHALL NOT BE LOCATED OUTSIDE OF A THAN ONE WASTE FIXTURE IF SERVING A PUMPED DISCHARGE
11. TRENCHING & BACKFILLING SHALL COMPLY W SECTION P2604 12. PIPING SUPPORT SHALL COMPLY W/SECTION P2605 &TABLE BUILDING, IN ATTICS, CRAWLS SPACES, CONCEALED IN OUTSIDE WALLS, OR ANY OTHER FIXTURE OR FOOD WASTE DISPOSER DISCHARGE
P2605.1 PLACE SUBJECTED TO FREEZING TEMPERATURES UNLESS ADEQUATE PROVISION IS
13. PENETRATIONS SHALL COMPLY W/SECTION P2606 MADE TO PROTECT THEM FROM FREEZING BY INSULATION OR HEAT
13. PIPES PENETRATING ROOFS SHALL BE FLASHED ORAN 2. DRAIN, WASTE, AND VENT PIPING IN BUILDING SHALL BE AS INDICATED IN TABLES SIZE OF TRAPS FOR PLUMBING FIXTURES MAX. DISTANCE OF FIXTURE TRAP FROM VENT
APPROVED ELASTOMERIC MATERIAL SHALL BE INSTALLED PER P3002.1(1) AND P3002.1 (2) DRAINAGE FIXTURE UNITS
P2607. PIPES PENETRATING EXTERIOR WALLS SHALL HAVE AN 3. JOINTS & CONNECTIONS IN THE DWV SYSTEM SHALL BE GASTIGHT AND WATERTIGHT DRAINAGE FIXTURE UNITS (D.F.U)VALUES (D.F.U)VALUES SIZE OF TRAP SLOPE DISTANCE FROM
WATERPROOF SEAL APPLIED AT THE JOINT BETWEEN THE WALL FOR THE INTENDED USE OR PRESSURE REQUIRED BY TEST. TRAP
4. JOINTS BETWEEN ABS PLASTIC PIPE OR FITTING SHALL COMPLY W/P3003.3 BATHTUB 1- 2" 1%" X 5
AND PIPE OR A FLASHING OF APPROVED ELASTOMERIC BIDET 1- 4" 1%" j4 6
MATERIAL CLOTHES WASHER STANDPIPE 2 2" j4
14. VALVES, PIPES, AND FITTING SHALL BE INSTALLED IN VENT SYSTEMS DISHWASHER ON SEPARATE TRAP 1- 2" 3"
CORRECT RELATIONSHIP TO THE DIRECTION OF THE FLOW. FLOOR DRAIN 2 4" a 16
15. EACH LEGTH OF PIPE AND EACH PIPE FITTING, TRAP, FIXTURE 1. PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL KITCHEN SINK ONE OR TWO TRAPS 1- 2"
LAUNDRY TUB 1Y2"
MATERIAL, AND DEVICE SHALL BARE THE MANUF. ID AND ANY ALLOW THE ADMISSION OR EMISSIN OF AIR SO THA TTHE LIQUID SEAL OF ANY FIXTURE LAVATORY 1_ "
MARKINGS REQUIRED BY THE APPLICABLE REFERNCED TRAP SHALL NOT BE SUBJECTED TO A PRESSURE DIFFERENTIAL OF MORE THAN 1"OF SHOWER
STANDARDS. WATER COLUMN FLOW RATE: COMMON VENT SIZES
16. MATERIALS USED SHALL BE INSTALLED WITH THE STANDARD%c. 2. THE PLUMBING VENT SYSTEM SHALL NOT BE USED FOR PURPOSES OTHER THAN 5.7 GPM AND LESS 1 j"
UNDER WHICH THEY ARE ACCEPTED AND APPROVED. VENTING OF THE PLUMBING SYSTEM MORE THAN 5.7 GPM UP TO 12.3 GPM 2 PIPE SIZE SLOPEMORE THAN 12.3 GPM UP TO 25.8 GPM 3
17. PLASTIC PIPE, FITTINGS, AND COMPONENTS SHALL BE 3. VENT PIPES INSTALLED ON THE EXTERIOR OF THE STRUCTURE SHALL BE PROTECTED MORE THAN 25.8 GPM UP TO 55.6 GPM 4 1 Y2" 1
THIRD-PARTY CERTIFIED AS CONFORMING TO NSF14 AGAINST FREEZING BY INSULATION OR HEAT 2" 4
4. THE VENT SYSTEM SERVING EACH BUILDING DRAIN SHALL HAVE NOT LESS THAN ONE 2-/2" - 3" 6
VENT PIPE THAT EXTENDS TO THE OUTDOORS.
PLUMBING FIXTURES 5. THE RQUIRED VENT SHALL BE SIZED IN ACCORDANCE W/SECTION P3113.1 BASED ON
1 PLUMBING FIXTURES, FAUCETS, & FITTINGS SHALL LHAVE THE REQUIRED SIZE OF THE BUILDING DRAIN
6. VENT PIPES TERINATING OUTDOORS SHALL BE EXTENDED THROUGH THE ROOF OR WET VENT SIZE
SMOOTH IMPERVIOUS SURFACES, BE FREE OF DEFECTS, AND SIDEWALL OF THE BUILDING IN ACCORDANCE W/SETION P3103.1.1 WET VENT PIPE SIZE FIXTURE UNIT LOAD
NOT HAVE CONCEALED FOULING SURFACES 7. VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3" IN DIA. (D.F.U).
2. PLUMBING FIXTURES SHALL BE PROVIDED W/APPROVED 8. THE JUNCTURE OF EACH VENT PIPE SHALL BE MADE WATERTIGHT BY AN APPROVED ROOF 1%" 1
STRAINERS FLASHING 4•ROOF VENT 2" 4
3. FIXTURE TAIL PIECES SHALL NOT BE LESS THAN 1-Y2" DIA FOR 9.INDIVIDUAL BRANCH AND CIRCUIT VENTS SHALL CONNECT TO A VENT STACK, STACK m4 2Y2" 6
SINKS, DISHWASHERS, LAUNDRY TUBES, BATHRUBS, AND VENT OR EXTEND TO OPEN AIR 3" 12
4" 32
SIMILAR FIXTURES, AND NOT LESS THAN 1-Y4" DIA FOR BIDETS, 10. THE REQUIRED DIA. OF VENTS SHALL NOT BE LESS THAN ONE-HALF THE REQUIRED
LAVS DIA. OF THE DRAIN SERVED. THE REQUIRED SIZE FO THE DRAIN SHALL BE DETERMINED IN
4. FIXTURE INSTALLATION SHALL CONFORM TO SECTION P2705 ACCORDANCE WITH CHAPTER 30. VENT PIPES SHALL NOT BE LESS THAN 1-/4" IN DIAMETER
5. WASTE RECEPTOR SHALL COMPLY WITH SECTION P2706 VENTS EXCEEDING 40' IN DEVELOPED LENGTH SHALL BE INCREASED BY ONE NOMINAL 1114 112 -1114 11/4 1114 11/2 11/4 1 1/4 1 1/4 1114 1 1n WASTE STACK VENT SIZE
6. APPROVED DIRECTIONAL-TYPE BRANCH FITTING SHALL BE PIPE SIZE FOR THE ENTIRE LENGTH OF THE VENT PIPE.
INSTALLED IN FIXTURE TAILPIECES RECEIVING DISCHARGE FRO Dw SINK � 3•FA.I. STACK SIZE MAX. NUMBER OF FIXTURE UNITS (D.F.U.)
w.c. w.c. ASH w.a TOTAL DISCHARGE INTO WASTE STACK VENT
FOOD-WASTE DISPOSER UNITS OR DISHWASHERS TRAPS
A Pam+ FIRST FLOOR SH WER sH R ONE BRANCH INTERVAL SIZE
7. SHOWERS SHALL COMPLY W/SECTION P2708 iV1 �7 1- 2" 1 2
8. SHOWE RECEPTORS SHALL COMPLY W/SECTION P2709 1. TRAPS SHALL BE O FSTANDARD DESIGN, SHALL HAVE SMOOTH UNIFORM INTERNAL c.o. 11/a 3 z s 11a 3 z 1a z 11/4 3 2 4
2- 2" NO LIMIT 8
WATERWAYS,SHALL BE SELF-CLEANING ADN SHALL NOT HAVE INTERIOR PARTITIONS ° NO LIMIT 24
EXCEPT WHERE INTEGRAL WITH THE FIXTURE. TRAPS SHALLHAVE A LIQUID SEAL OF NOT 4•c.I. TCOUNTY C 411 NO LIMIT 50
HOUSE HEAL
LESS THAN 2" AND NOT MORE THAN 4" TRAP SERVICES TM
11/4 1114 1112 3 APPROVED
SEWER LINE
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^RCBASEMENT NP
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It is a violation of NYS Law for any person, budischak Residence PLUMBING NOTES
unless he is acting under the direction of a 1480 Harbor Lane
licensed professional engineer, to alter this Cutchogue, NY 11955 NTS December 5, 2023
drawing in anyway