HomeMy WebLinkAbout#8021-Grant plans last dated 11-11-24EXST.
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'PROPOSED FOUNDATIONREPLACEMENT AND REPAIRTO EXISTING 2 STORYFRAME DWELLINGEXISTINGTEMPORARY OFFICEEXISTINGGARAGEEXISTINGMOBILE HOMEEXST. PORCH TOBE REMOVEDPROPOSED CELLARENTRANCEPREVIOUSLY REMOVEDWRAP-AROUND PORCH TOBE REBUILT14.60'77.32'68.39'89.36
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PLOT PLAN
C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
As NotedSCALE:PLOT PLAN 1/16" = 1'Drawing ListA101A001Plot PlanFloor PlansState NotesGeneral NotesA003There plans are designed in accordance with the codes listed below. These plansshall be used as a guide in conjunction with these codes and manuals. Wherethere is a discrepancy between the plans and code, the code shall supercede.Building Code of New York State(2020)Residential Code of New York State(2020)Mechanical Code of New York State(2020)Plumbing Code of New York State(2020)Wind Speed (3 Sec. Gust): 130 M.P.H.Exposure:'B'Structure Type:EnclosedDesign CriteriaA002Existing Building Code of New York State(2020)Energy Conservation Construction Code of New York State (2020)Fire Code of New York State(2020)Mechanical Code of New York State(2020)Fuel Gas Code of New York State(2020)Property Maintenance Code of New York State(2020)A102Attic and Roof PlansLatitudeWinter Heating Summer Cooling Altitude FactorIndoor Design TemperatureElevationDesign Temperature CoolingHeating TemperatureDifference108 FT41° N15° F86° F1.0070° F75 ° F55° FWind Velocity HeatingCoincident Wet Bulb Daily RangeWinter HumidityCooling TemperatureDifference11 ° F15 MPH7.5 MPH72° FMedium (M)40%32 gr @ 50% RH---Summer HumidityWind Velocity CoolingTable R301.2 (1) Climactic and Geographic Design CriteriaGround SnowLoadWind DesignSpeed (MPH)TopographicEffectsSeismic DesignCategorySubject to Damage FromWeathering Frost Depth TermiteWinter DesignTemp.Ice BarrierUnderlaymentRequiredFlood HazardsAir FreezingIndexMean AnnualTemp.20 psf130NoB Severe B.O.F. 3'Moderate to HeavySee BelowYes See FIRM MapCall PlansExaminer Office51° FManual J Design CriteriaSpecial WindRegionNoWindborne DebrisZone1 Mile from Coast---A103A105A104ElevationsEnergy Compliance StatementTo the best of my knowledge, belief, and professional judgement, these placesand/or specifications are in compliance with the 2018 I.E.C.C & 2020N.Y.S.E.C.C.ElevationsLotTotalPlot PlanExisting RebuiltProposed---1,202 s.f.41,537 s.f.800 HORTONS LANESOUTHOLD, NY 119711,202 s.f.41,537 s.f.BuildingFootprint1,202 s.f.---4,135 s.f.Total:Map: 1000 Section: 063.00 Block: 01.00 Lot: 009.000Two-Story House------Mobile Home 840 s.f.840 s.f. 840 s.f.---------678 s.f.Porch---Front YardMin.HeightMax.Rear YardMin.Requried ExistingZone: Residential - AZoning - Town of Southold35'---70'---24.14'77.32'89.36'Proposed---20'Side YardMin.---Lot CoverageMax. 30%9.9%26.66'---678 s.f.678 s.f.984 s.f.984 s.f.Garage---984 s.f.Front Yard (Porch)Min.---14.6'Foundation Plan and DetailsTemp. Office431 s.f.431 s.f. 431 s.f.------------217.5'40'Combined Side YardMin.---68.39'20'Side Yard (Porch)Min.------
C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com 2020 - RESIDENTIAL CODE OF NEW YORK STATESECTION R303 - LIGHT, VENTILATION, AND HEATINGR303.4 MECHANICAL VENTILATIONWhere the air infiltration rate of a dwelling unit is 5 air exchanges per hour or lesswhere tested with a blower door at a pressure of 0.2 inch W.C. in accordance withSection N1102.4.1.2, the dwelling unit shall be provided with a whole-housemechanical ventilation in accordance with Section M1505.4.R303.7 INTERIOR STAIRWAY ILLUMINATIONInterior stairways shall be provided with an artificial light source to illuminate thelandings and treads. The light source shall be capable of illuminating treads andlandings to levels of not less than 1 foot-candle as measured at the center of treadsand landings. There shall be a wall switch at each floor level to control the lightsource where the stairway has six or more risers.R303.10 REQUIRED HEATINGWhere the winter design temperature in Table R301.2(1) is below 60 degrees F,every dwelling unit shall be provided with heating facilities capable of maintaining aroom temperature of not less than 68 degrees F at a point 3 feet above the floor and 2feet from exterior walls in habitable rooms at the design temperature. The installationof one or more portable space heaters shall not be used to achieve compliance withthis section.SECTION R306 - ACCESS AND SERVICE SPACER306.1 ACCESSAppliances, control devices, heat exchangers and HVAC system components thatutilize energy shall be accessible for inspection, service, repair and replacementwithout disabling the function of a fire-resistant-rated assembly or removingpermanent construction other appliances, venting systems or any other piping orducts not connected to the appliance being inspected, serviced, repaired or replaced.A level working space not less than 30 inches deep and the height of the appliance,but not less than 30 inches, is present at the front or service side of the appliance withthe door open.R306.2 APPLIANCES IN ROOMSRooms containing appliances shall be provided with a door and an unobstructedpassageway measuring not less than 36 inches wide and 80 inches high.Exception: Within a dwelling unit, appliances installed in a compartment,alcove, basement or similar space shall be accessed by an opening or door and anunobstructed passageway measuring not less than 24 inches wide and large enough toallow removal of the largest appliance in the space provided that a level service spacenot less than 30 inches deep and the height of the appliance, but not less than 30inches, is present at the front or service side of the appliance with the door open.SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGSR310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIREDBasements, habitable attics and every sleeping room shall have not less than oneoperable emergency escape and rescue opening. Where basements contain one ormore sleeping rooms, an emergency escape and rescue opening shall open directlyinto a public way, or to a yard or court that opens to a public way - See code sectionfor exceptions.R310.2.1 MINIMUM OPENING AREAEmergency and escape rescue opening shall have a net clear opening of not less than5.7 square feet. The net clear dimensions required by this section shall be obtained bythe normal operation of the emergency escape and rescue opening from the inside.The net clear height opening shall be not less than 24 inches and the net clear widthshall be not less than 20 inches - See code section for exceptions.R310.2.2 WINDOW SILL HEIGHTWhere a window is provided as the emergency escape and rescue opening, it shallhave a sill height not more than 44 inches above the floor; where the sill height isbelow grade, is shall be provided with a window well in accordance with SectionR310.2.5 REPLACEMENT WINDOWSReplacement windows installed in buildings meeting the scope of this code shall beexempt from the maximum sill height requirements of Section R310.1 and SectionsR310.2.1 and R310.2.2, provided the replacement window meets the followingconditions:1. The replacement window is the manufacturer's largest standard size windowthat will fit within the existing frame or existing rough opening. Thereplacement window of the same operating style as the existing window or astyle that provides for an equal or greater opening area then the existingwindow.2. The replacement window is not part of a change of occupancy.R310.5 DWELLING ADDITIONSWhere dwelling additions occur that contain sleeping rooms, an emergency escapeand rescue opening shall be provided in each new sleeping room. Where dwellingadditions occur that have basements, an emergency escape and rescue opening shallbe provided in the new basement.Exceptions:1. An emergency escape and rescue opening is not required in a new basementthat contains a sleeping room with an emergency escape and rescue opening.2. An emergency escape and rescue opening is not required in a new basementwhere there is an emergency escape and rescue opening in an existingbasement that is accessible from the new basement.SECTION R311 - MEANS OF EGRESSR311.1 MEANS OF EGRESSDwellings shall be provided with a means of egress in accordance with this section.The means of egress shall provide a continuous and unobstructed path of vertical andhorizontal egress travel from all portions of the dwelling to the required egress doorwithout requiring travel through a garage. The required egress door shall opendirectly into a public way or to a yard or court that opens to a public way.R311.7.5 STAIR TREADS AND RISERSR311.7.5.1 RISERSThe riser height shall be not more than 8 ¼ inches. The riser shall be measuredvertically between leading edges and adjacent treads. The greatest riser heightwithin any flight of stairs shall not exceed the smallest by more than 3/8 inch.Risers shall be vertical or sloped from the underside of the nosing of the treadabove at an angle not more than 30 degrees from the vertical. Open risers shallbe permitted provided that the openings located more than 30 inches, asmeasured vertically, to the floor or grade below do not permit the passage of a 4inch diameter sphere.Exceptions:1. The opening between adjacent treads is not limited on spiral stairs.2. The riser height of spiral stairways shall be in accordance with sectionR311.7.10.1.R311.7.5.2 TREADSThe tread depth shall be not less than 9 inches. The tread depth shall bemeasured horizontally between the vertical planes of the foremost projection ofadjacent treads and at a right angle to the tread's leading edge. The greatest treaddepth within any flight of stair shall not exceed the smallest by more than 3/8inch.SECTION 314 - SMOKE ALARMSR314.2 WHERE REQUIREDSmoke alarms shall be provided in accordance with this section.R314.2.1 NEW CONSTRUCTIONSmoke alarms shall be provided in dwelling units.R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGSExisting dwellings undergoing repair, alteration, change of occupancy, addition or relocation shall be provided with smoke alarms as required by Appendix J.R314.2.3 ATTACHED GARAGESHeat detection rated for ambient outdoor temperatures shall be installed innew garages that are attached to or located within new and existing dwellings.Heat detection shall be installed in a central location and in accordance withthe manufacturer's instructions.R314.3 LOCATIONSmoke alarms shall be installed in the following locations:1. In each sleeping room.2. Outside each separate sleeping area in the immediate vicinity of thebedrooms.3. On each additional story of the dwelling, including basements and habitableattics and not including crawl spaces and uninhabitable attics. In dwellings ordwelling units with split levels and without an intervening door between theadjacent levels, a smoke alarm installed on the upper level shall suffice forthe adjacent lower level provided that the lower level is less than one fullstory below the upper level.4. Smoke alarms shall be installed not less than 3 feet horizontally from the dooror opening of a bathroom that contains a bathtub or shower unless this wouldprevent placement of a smoke alarm required by Section R314.3.R314.3.1 INSTALLATION NEAR COOKING APPLIANCESSmoke alarms shall not be installed in the following locations unless thiswould prevent placement of a smoke alarm in a location required by SectionR314.3.1. Ionization smoke alarms shall not be installed less than 20 feet horizontallyfrom a permanently installed cooking appliance.2. Ionization smoke alarms with an alarm-silencing switch shall not be installedless than 10 feet horizontally from a permanently installed cooking appliance.3. Photelectric smoke alarms shall not be installed less than 6 feet horizontallyfrom a permanently installed cooking appliance.R314.4 INTERCONNECTIONWhere more than one smoke alarm is required to be installed within an individualdwelling unit in accordance with Section R314.3, the alarm device shall beinterconnected in such a manner that the actuation of one alarm will activate all of thealarms in the individual dwelling unit. Physical interconnection of smoke alarms shallnot be required where listed wireless alarms are installed and all alarms sound uponactivation of one alarm.Exception: Smoke alarms and alarms installed to satisfy R314.4.1 shall not berequired to be interconnected to existing smoke alarms where such smoke alarms are not interconnected or where such new smoke alarm or alarm is notcapable of being interconnected to the existing smoke alarms.R315.5 COMBINATION ALARMSCombination smoke and carbon monoxide alarms shall be permitted to be used inlieu of smoke alarms.SECTION 315 - CARBON MONOXIDE ALARMSR315.2 WHERE REQUIREDCarbon Monoxide Detectors shall be provided in accordance with Section 915 of theFire Code of New York State.FIRE CODE Section 915.3.1Carbon Monoxide detection shall be installed in residential buildings andcommercial buildings in all rooms, occupiable spaces, dwelling units, sleeping areas,and sleeping units that contain a fuel-burning appliance.Exception:1. In sleeping areas and sleeping units where a fuel-burning appliance is located in an attached bedroom, utility room, closet, or space, a carbon monoxide detector shall be installed in a central or otherwise approved location in the sleeping area or sleeping unit.2. In dwelling units and sleeping units where a fuel-burning appliance is located in a kitchen or kitchenette, a carbon monoxide detector shall be installed outside the sleeping areas and within 10 feet of the entrance to the sleeping areas.SECTION R317 - PROTECTION OF WOOD AND WOOD-BASEDPRODUCTS AGAINST DECAYR317.1 LOCATION REQUIREDProtection of wood and wood-based products from decay shall be provided in thefollowing locations by the use of naturally durable wood or wood that ispreservative-treated in accordance with AWPA U1.1. Wood Joists or the bottom of wood structural floor when closer then 18inches or wood girders when closer than 12 inches to the exposed ground orcrawlspaces or unexcavated area located within the periphery of the buildingfoundation.2. Wood framing members that rest on concrete or masonry exterior foundationwalls and are less than 8 inches from the exposed ground.3. Sills and sleepers on a concrete or masonry slab that is in direct contact withthe ground unless separated from such slab by an impervious moisture barrier.4. The ends of wood girders entering exterior masonry or concrete walls havingclearances of less than ½ inch on tops, sides and ends.5. Wood siding, sheathing and wall framing on the exterior of a building havinga clearance of less than 6 inches from the ground or less than 2 inchesmeasured vertically from concrete steps, porch slabs, patio slabs and similarhorizontal surfaces exposed to the weather.6. Wood structural members supporting moisture permeable floors or roofs thatare exposed to the weather, such as concrete or masonry slabs, unlessseparated from such floors or roofs by an impervious moisture barrier.7. Wood furring strips or other wood framing members attached directly to theinterior of exterior masonry walls or concrete walls below grade except wherean approved vapor retarder is applied between the wall and the furring stripsor framing members.R317.1.1 FIELD TREATMENTField-cut ends, notches, and drilled holes of preservative- treated wood shallbe treated in the field in accordance with AWPA M4.R317.1.2 GROUND CONTACTAll wood in contact with the ground, embedded in concrete in direct contactwith the ground or embedded in concrete exposed to the weather that supportspermanent structures intended for human occupancy shall be approvedpressure-preservative-treated wood suitable for ground use, except thatuntreated wood used entirely below groundwater level or continuouslysubmerged in fresh water shall not be required to bepressure-preservative-treated.R317.1.3 GEOGRAPHICAL AREAIn geographical areas where experience has demonstrated a specific need,approved naturally durable or pressure-preservative-treated wood shall beused for those portions of wood members that form the structural supports ofbuildings, balconies, porches or similar permanent building appurtenanceswhen those members are exposed to the weather without adequate protectionfrom a roof, eave, overhang or other covering that would prevent moisture orwater accumulation on the surface or at joints between members. Dependingon local experience, such members may include:1. Horizontal members such as girders, joists and decking.2. Vertical members such as posts, poles and columns.3. Both horizontal and vertical members.SECTION 905 - REQUIREMENTS FOR ROOF COVERINGR905.1 ROOF COVERING APPLICATIONRoof coverings shall be applied in accordance with the applicable provisions of thissection and the manufacturer's installation instructions. Unless otherwise specified inthis section, roof coverings shall be installed to resist the component and claddingloads specified in Table R301.2(2), adjusted for height and exposure in accordancewith Table R301.2(3)R905.2 ASPHALT SHINGLESThe installation of asphalt shingles shall comply with the provisions of this section.R905.2.5 FASTENERSFasteners for asphalt shingles shall be galvanized steel, aluminum, or copperroofing nails, minimum 12-gage shank with a minimum 3/8 inch diameter head,complying with ASTM F 1667, of a length to penetrate through the roofingmaterials and not less than ¾ inch into the roof sheathing. Where the roofsheathing is less than ¾ inch thick, the fasteners shall penetrate through thesheathing.R905.2.6 ATTACHMENTAsphalt shingles shall have a minimum number of fasteners required by themanufacturer, but not less than four fasteners per strip shingle or two fastenersper individual shingle. Where the roof slope exceeds 21 units vertical in 12 unitshorizontal (21:12), shingles shall be installed as required by the manufacturer.SECTION R406 - FOUNDATION WATERPROOFING AND DAMP PROOFINGR406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFINGExcept where required by Section R406.2 to be waterproofed, foundation walls thatretain earth and enclose interior spaces and floors below grade shall be dampproofedfrom the higher of (a) the top of the footing or (b) 6 inches below the basement floor,to the finished grade. Masonry walls shall have not less than 3/8 inch Portlandcement parging applied to the exterior of the wall. The parging shall be dampproofedin accordance with one of the following:1. Bituminous Coating2. Three pounds per square yard of acrylic modified cement.3. One-eighth-inch coat of surface bonding cement complying with ASTM C887.4. Any material permitted for waterproofing in Section R406.2.5. Other approved methods or materials.Exception: Parging of unit masonry walls is not required where a material isapproved for direct application to the masonry.Concrete walls shall be dampproofed by applying any one of the listeddampproofing materials or any one of the waterproofing materials listed inSection R406.2 to the exterior of the wall.R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFINGIn areas where a high-water table or other severe soil-water conditions are known toexist, exterior foundation walls that retain earth and enclose interior spaces and floorsbelow grade shall be waterproofed from the higher of (a) the top of the footing or (b)6 inches below the top of the basement floor, to the finished grade. Walls shall bewaterproofed in accordance with one of the following:1. Two-ply hot mopped felts.2. Fifty-five-pound roll roofing.3. Six-mil polyvinyl chloride.4. Six-mil polyethylene.5. Forty-mil polymer-modified asphalt.6. Sixty-mil flexible polymer cement.7. One-eighth-inch cement based, fiber-reinforced, waterproof coating.8. Sixty-mil solvent-free liquid-applied synthetic rubber.Exception: Organic-solvent-based products such as hydrocarbons,chlorinated hydrocarbons, ketones and esters shall not be used for ICF wallswith expanded polystyrene form material. Use of plastic roofing cements,acrylic coatings, latex coatings, mortars and pargings to seal ICF walls ispermitted. Cold-setting asphalt or hot asphalt shall conform to Type C ofASTM D 449. Hot asphalt shall be applied at a temperature of less then 200degrees F.All joints in membrane waterproofing shall be lapped and sealed with anadhesive compatible with the membrane.SECTION N1103 - SYSTEMSN1103.1 CONTROLS (MANDATORY)At least one thermostat shall be provided for each separate heating and coolingsystem.N1103.1.1 PROGRAMMABLE THERMOSTATThe thermostat controlling the primary heating or cooling system of thedwelling unit shall be capable of controlling the heating and cooling system on adaily schedule to maintain different temperature set points at different times ofthe day. This thermostat shall include the capability to set back or temporarilyoperate the system to maintain zone temperatures down to 55 degrees F or up to85 degrees F. The thermostat shall initially be programmed by the manufacturerwith a heating temperature set point no higher than 70 degrees F and a coolingtemperature set point no lower than 78 degrees F.N1103.1.2 HEAT PUMP SPPLEMENTARYHeat pumps having supplementary electric-resistance heat shall have controlsthat, except during defrost, prevent supplemental heat operation when the heatpump compressor can meet the heating load.N1103.2 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACKHot water boilers that supply heat to the building through one- or two-pipe heatingsystems shall have an outdoor setback control that lowers the boiler watertemperature based on the outdoor temperature.N1103.3 DUCTSDucts and air handlers shall be in accordance with Sections N1103.3.1 andN1103.3.5N1103.3.1 INSULATION (PRESCRIPTIVE)Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3inches in diameter and greater and R-6 where less than 3 inches in diameter.Supply and return ducts in other portions of the building shall be insulated to aminimum of R-6 where 3 inches in diameter or greater and R-4.2 where lessthan 3 inches in diameter.Exception: Ducts or portions thereof located completely inside the buildingthermal envelope.N1103.3.2 SEALING (MANDATORY)Ducts, air handlers and filter boxes shall be sealed. Joints and seams shallcomply with either the International Mechanical Code or Section M1601.4.1 of thiscode, as applicable.Exceptions:1. Air-permeable spray foam products shall be permitted to be applied withoutadditional joint seals.2. For ducts having a static pressure classification of less than 2 inches of watercolumn, additional closure systems shall not be required for continuouslywelded joints and seams, and locking-type joints and seams of other than thesnap-lock and button-types.N1103.3.2.1 SEALED AIR HANDLERAir handlers shall have a manufacturer's designation for an air leakage of nomore than 2 percent of the design air flow rate when tested in accordancewith ASHRAE 193.N1103.3.3 DUCT TESTING (MANDATORY)Ducts shall be pressure tested to determine air leakage by one of the followingmethods:1. Rough-In Test: Total leakage shall be measured with a pressure differentialof 0.1 inch w.g. across the system, including the manufacturer's air handlerenclosure if installed at the time of the test. All registers shall be taped orotherwise sealed during the test.2. Postconstruction Test: Total leakage shall be measured with pressuredifferential 0.1 inch w.g. across the entire system, including themanufacturer's air handler enclosure. Registers shall be taped or otherwisesealed during the test.Exception: A duct air leakage test shall not be required where the ducts andair handlers are located entirely within the building envelope.N1103.3.4 DUCT LEAKAGE (PRESCRIPTIVE)The total leakage of the ducts, where measured in accordance with SectionN1103.3.3, shall be as follows:1. Rough-in Test: The total leakage shall be less than or equal to 4 cubic feet perminute per 100 square feet of coniditoned floor area where the air handler isinstalled at the time of the test. Where the air handler is not installed at thetime of the test, the total air leakageshall be less than or equal to 3 cubic feetper minute per 100 square feet of conditioned area.2. Postconstruction Test: Total air leakage shall be less than or equal to 4 cubicfeet per minute per 100 square feet of conditioned floor area.N1103.3.5 BUILDING CAVITIES (MANDATORY)Building framing cavities shall not be used as ducts or plenums.N1103.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY)Mechanical system piping capable of carrying fluids above 105 degrees F or below55 degrees F shall be insulated to a minimum of R-3.N1103.4.1 PROTECTION OF PIPING INSULATIONPiping insulation exposed to the weather shall be protected from damage,including that caused by sunlight, moisture, equipment maintenance and wind, andshall provide shielding from solar radiation that can cause degradation of thematerial. Adhesive tape shall not be permitted.N1103.5 SERVICE HOT WATER SYSTEMSEnergy conservation measures for service hot water systems shall be in accordancewith Sections N1103.5.1 through N1103.5.4.N1103.5.1 HEATED WATER CIRCULATION AND TEMPERATUREMAINTENANCE SYSTEMS (MANDATORY)Heated water circulation systems shall be in accordance with SectionR1103.5.1.1. Heat trace temperature maintenance systems shall be in accordancewith Section R1103.5.1.2. Automatic controls, temperature sensors and pumps shallbe accessible. Manual controls shall be readily accessible.SECTION E3901 - RECEPTACLE OUTLETSE3901.1 GENERALOutlets for receptacles rated at 125 volts, 15- and 20-amperes shall be provided inaccordance with Sections E3901.2 through E3901.11. Receptacle outlets required bythis section shall be in addition to any receptacle that is:1. Part of a luminaire or appliance;2. Located within cabinets or cupboards;3. Controlled by a wall switch in accordance with Section E3903.2, Exception 1;or4. Located over 5.5 feet above the floor.Permanently installed electric baseboard heaters equipped with factory-installedreceptacle outlets, outlets provided as a separate assembly by the baseboardmanufacturer shall be permitted as required outlets or outlets for the wall spaceutilized by such permanently installed heaters. Such receptacle outlets shall not beconnected to the heater circuits. (210.52)E3901.2 GENERALIn every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, or similar room or area of dwelling units, receptacleoutlets shal be installed in accordance with the general provisions specified inSections E3901.2.1 through E3901.2.3 (See figure E3901.2)E3901.2.1 SPACINGReceptacles shall be installed so that no point measured horizontally along floorline of any wall space is more than 6 feet from a receptacle outlet.E3901.2.2 WALL SPACEAs used in this section, a wall space shall include the following:1. Any space that is 2 feet or more in width, including space measured aroundcorners, and that is unbroken along the floor line by doorways and similaropenings, fireplaces, and fixed cabinets.2. The space occupied by fixed panels in exterior walls, excluding slidingpanels.3. The space created by fixed room dividers such as railings and freestandingbar-type counters.E3901.2.3 FLOOR RECEPTACLESReceptacle outlets in floors shall not be counted as part of the required numberof receptacle outlets except where located within 18 inches of the wall.E3901.2.4 COUNTERTOP RECEPTACLESReceptacles installed for countertop surfaces as specified in Section E3901.4shall not be considered as the receptacles required by Section E3901.2.E3901.3 SMALL APPLIANCE RECEPTACLESIn the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit,two or more 20-ampere small-appliance branch circuits required by Section E3703.2,shall serve all wall and floor receptacle outlets covered by Sections E3901.2 andE3901.4 and those receptacle outlets provided for refrigeration appliances.Exceptions:1. In addition to the required receptacles specified by Sections E3901.1 andE3901.2, switched receptacles supplied from a general-purpose branch circuitas defined in Section E3903.2, Exception 1 shall be permitted,2. The receptacle outlet for refrigeration appliances shall be permitted to besupplied from an individual branch circuit rated at 15 amperes or greater.E3901.3.1 OTHER OUTLETS PROHIBITEDThe two or more small-appliance branch circuits specified in Section E3901.3shall serve no other outlets.Exceptions:1. A receptacle installed solely for the electrical supply to and support of anelectric clock in any rooms specified in Section E3901.32. Receptacles installed to provide power for supplemental equipment andlighting on gas-fired ranges, ovens, and counter-mounted cooking units.E3901.3.2 LIMITATIONSReceptacles installed in a kitchen to serve countertop surfaces shall be suppliedby not less than two small-appliance branch circuits, either or both of whichshall also be permitted to supply receptacle outlets in the same kitchen and inother rooms specified in Section E3901.3. Additional small-appliance branchcircuits shall be permitted to supply receptacle outlets in the kitchen and otherrooms specified in Section E3901.3. A small-appliance branch circuit shall notserve more than one kitchen.E3901.4 COUNTERTOP AND WORK SURFACE RECEPTACLESIn kitchens. Pantries, breakfast rooms, dining rooms and similar areas of the dweelingunites, receptacle outlets for countertop spaces shall be installed in accordance withSection E3901.4.1 through E3901.4.5E3901.4.1 WALL COUNTERTOP SPACEA receptacle outlet shall be installed at each wall countertop space 12 inches orwider. Receptacle outlets shall be installed so that no point along the wall line ismore than 24 inches, measured horizontally from a receptacle outlet in thatspace.Exception: Receptacle outlets shall not be required on a wall directlybehind a range, counter-mounted cooking unit or sink in the installationdescribed in Figure E3901.4.1.E3901.4.2 ISLAND COUNTERTOP SPACESAt least one receptacle outlet shall be installed at each island countertop spacewith a long dimension of 24 inches or greater and a short dimension of 12inches or greater.E3901.4.3 PENINSULAR COUNTERTOP SPACESAt least one receptacle outlet shall be installed at each peninsular countertopspace with a long dimension of 24 inches or greater and a short dimension of 12inches or greater. A peninsular countertop it measured from the connectingedge.E3901.4.4 SEPARATE SPACESCountertop spaces separated by range tops, refrigerators, or sinks shall beconsidered as separate countertop spaces in applying the requirements ofSections E3901.4.1, E3901.4.2, and E3901.4.3. Where a range,counter-mounted cooking unit, or sink is installed in an island or peninsularcountertop and the depth of the countertop behind the range, counter-mountedcooking unit, or sink is less than 12 inches, the range, counter-mounted cookingunit, or sink has divided the countertop space into two separate countertopspaces as defined in Section E3901.4.4. Each separate countertop space shallcomply with the applicable requirements of this section.E3901.4.5 RECEPTACLE OUTLET LOCATIONReceptacle outlets shall be located not more than 20 inches above thecountertop. Receptacle outlet assemblies installed in countertops shall be listedfor the application. Receptacle outlets shall not be installed in a face-up positionin the work surfaces or countertops. Receptacle outlets rendered not readilyaccessible by appliances fastened in place, aplliance garages, sinks or rangetopsas addressed in Section E3901.4.1, or appliances occupying dedicated spaceshall be considered as these required outlets.Exception: Receptacle outlets shall be permitted to be mounted not morethan 12 inches below the countertop in construction designed for thephysically impaired and for the island and peninsular countertops wherethe countertop is flat across the entire surface and there are no means tomount a receptacle within 20 inches above the countertop, such asin anoverhead cabinet. Receptacles mounted below the countertop in accordancewith this exception shall not be located where the countertop extends morethan 6 inches beyond its support base.E3901.5 APPLIANCE RECEPTACLE OUTLETSAppliance receptacle outlets installed for specific appliances, such as laundryequipment, shall be installed within 6 feet of the intended location of theappliance.E3901.6 BATHROOMAt least one wall receptacle outlet shall be installed in bathrooms and suchoutlet shall be located within 36 inches of the outside edge of each lavatorybasin. The receptacle outlet shall be located on a wall or partition that isadjacent to the lavatory basin location, located on the countertop, or installed onthe side or face of the basin cabinet. The receptacle shall be located not morethan 12 inches below the top of the basin.Receptacle outlets shall not be installed in the face-up position in the worksurfaces or countertops in a bathroom basin location. Receptacle outletassemblies installed in countertops shall be listed for the application.E3901.7 OUTDOOR OUTLETSNot less than one receptacle outlet that is readily accessible from grade level andlocated not more than 6 feet, 6 inches above grade, shall be installed outdoors atthe front and back of each dwelling unit having direct access to grade level.Balconies, decks, and porches that are accessible from inside of the dwellingunit shall have at least one receptacle outlet installed within the perimeter of thebalcony, deck, or porch. The receptacle shall be located not more than 6 feet, 6inches above the balcony, deck, or porch surface.E3901.8 LAUNDRY AREASNot less than one receptacle outlet shall be installed in areas designated for theinstallation of laundry equipment.E3901.9 BASEMENTS, GARAGES AND ACCESSORY BUILDINGSNot less than one receptacle outlet, in addition to any provided for specificequipment, shall be installed in each separate unfinished portion of a basement,in each attached garage, and in each detached garage or accessory building thatis provided with electrical power. The branch circuit supplying the receptacle(s)in a garage shall not supply outlets outside of the garage and not less than onereceptacle outlet shall be installed for each motor vehicle space.E3901.10 HALLWAYSHallways of 10 feet or more in length shall have at least one receptacle outlet.The hall length shall be considered the length measured along the centerline ofthe hall without passing through a doorway.E3901.11 FOYERSFoyers that are not part of a hallway in accordance with Section E3901.10 andthat have an area that is greater than 60 square feet shall have a receptacle(s)located in each wall that is 3 feet or more in width. Doorways, door-sidewindows that extend to the floor, and similar openings shall not be considered aswall space.E3901.12 HVAC OUTLETA 125-volt, single phase, 15- or 20-ampere-rated receptacle outlet shall beinstalled at an accessible location for the servicing of heating, air-conditioningand refrigeration equipment. The receptacle shall not be located on the samelevel and within 25 feet of the heating, air-conditioning and refrigerationequipment. The receptacle outlet shall not be connected to the load side of theHVAC equipment disconnecting means.Exception: A receptacle outlet shall not be required for the servicing ofevaporative coolers.A002
STATE NOTES
As Noted
WINDBORNE DEBRISPROTECTION FASTENINGSCHEDULEWOOD STRUCTURALPANELS WITH AMINIMUM THICKNESS OF7/16" AND MAXIMUMSPAN OF 8'-0" (ONE/TWOSTORY APPLICATIONS)NEED TO BE PRE-CUT,LABELED ANDATTACHMENTHARDWARE PROVIDEDGLASS OPENINGSGREATER THAN 8'-0" TOBE HURRICANERESISTANT2020 IRC R301.2.1.2FASTENER TYPEFASTENER SPACING PER PANEL SPAN<4' 4' < 6' 6' < 8' #8 SCREWS16"10"8"B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OFTHE WOOD STRUCTURAL PANEL. FASTENERS SHALL BELOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THEPANEL.C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIORWALL COVERING WITH AN EMBEDMENT LENGTH OF NOTLESS THAN 2 INCHES INTO THE BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 212" FROMTHE EDGE OF CONCRETE BLOCK OR CONCRETE.D. PANELS ATTACHED TO MASONRY/STUCCO SHALL BEATTACHED USING VIBRATION RESISTANT ANCHORSHAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOTLESS THAN 1,500 POUNDS.C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A003
GENERAL NOTES
As Noted Table R401.4.1Presumptive Load-bearing Values of Foundation Materials12,000Load Bearing Pressure (PSF)Crystalline BedrockClass of Material4,000Sedimentary and Foliated Rock3,000Sandy gravel and/or gravel(GW and GP)2,000Sand, silty sand, clayey sand,silty gravel and clayey gravel(SW, SP, SM, SC, GM and GC)1,500 (b)Clay, sandy clay, silty clay,clayey silt, silt and sandy silt(CL, ML, MH, and CH)a) When Soil tests are required by Section R401.1, the allowable bearing capacities of the soilshall be part of the recommendations.b) Where in-place soils with allowable bearing capacity of less then 1,500 psf are likely to bepresent at the site, the allowable bearing capacity shall be determined be a soils investigation.Table R402.2Minimum Specified Compressive Strength of ConcreteWeathering PotentialMinimum Specified Compressive StrengthType or Locations of ConcreteConstructionModerate2,500Basement walls, foundations andother concrete not exposed toweathera) Strength at 28 days psi.b) See Table R301.2 (1) for weathering potential.c) Concrete in these locations that may be subject to freezing and thawing during constructionshall be air-entrained concrete in accordance with Footnote d.d) Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall not beless then 5 percent or more then 7 percent.e) See section R402.2 for maximum cementitious materials content.f) For garage floors with a steel trowel finish, reduction of the total air content (percent byvolume) to not less then 3 percent is permitted if the specified compressive strength of theconcrete is increased to not less then 4,000 psi.NegligibleSevereBasement slabs and interior slabson grade, except garage floorslabs2,5002,500 (c)2,500 2,5002,500 (c)2,5003,000 (d)Basement walls, foundations andother vertical concrete workexposed to weather2,5003,000(d)(e)(f)3,500(d)(e)(f)Porches, carport slabs and stepsexposed to the weather, andgarage floor slabs3,000 (d)Table R301.5Minimum Uniformly Distributed Live Loads (PSF)UseUninhabitable attic with limited storage(b)(g)Habitable Attics and attics served withfixed stairs10The actual weightsof materials andconstruction shallbe used fordetermining deadload withconsideration forthe dead load offixed serviceequipment.Live Load Dead Load (R301.4)Uninhabitable attics without storage (b)2030Balconies (exterior) and decks (e)40Fire Escapes40Guards and Handrails (d)200 (h)Guard in-fill components (f)50 (h)Passenger vehicle garages (a)Sleeping Rooms30Stairs40 (c)(a)(b)(c)(e)(f)(g)(h) see 2015 IRC Section 301.5Table R301.2.2.2.1Weight of MaterialsStructural MemberDead Load (PSF)Exterior light frame wood wallsInterior light frame wood wallsInterior light frame cold-formedsteel wallsExceptions:1) Roof/Ceiling dead loads not exceeding 25 psf shall not be permitted provided the wallbracing amounts in Section R602.10.3 are increased in accordance with Table R602.10.3(4)2) Light-frame walls with stone or masonry veneer shall be permitted in accordance with theprovisions of Section R702.1 and R703.3) Fireplaces and Chimneys shall be permitted in accordance with Chapte 10.15Exterior light frame cold-formedsteel walls141058" Thick masonry walls806" Thick masonry walls85Table R301.2.1.3Equivalent Basic Wind Speeds3 Second GustFastest Mile85 95 100 105 110 120 125 130 140 145 150 160 17071 76 85 90 95 104 109 114 123 128 133 142 152Table R403.1Minimum Width and Thickness of Concrete Footings for LightFrame Construction1 Story - with Crawlspace1 Story - plus basement1,5002,000 2,500 3,000Load Bearing Value (PSF)12" x 6" 12" x 6" 12" x 6" 12" x 6"1 Story - Slab on Grade30 psf Snow Load13" x 6" 12" x 6" 12" x 6" 12" x 6"19" x 6" 14" x 6" 12" x 6" 12" x 6"2 Story - with Crawlspace2 Story - plus basement12" x 6" 12" x 6" 12" x 6" 12" x 6"2 Story - Slab on Grade17" x 6" 13" x 6" 12" x 6" 12" x 6"23" x 6" 17" x 6" 14" x 6" 12" x 6"3 Story - with Crawlspace3 Story - plus basement15" x 6" 12" x 6" 12" x 6" 12" x 6"3 Story - Slab on Grade20" x 6" 15" x 6" 12" x 6" 12" x 6"26" x 6" 20" x 6" 16" x 6" 12" x 6"Table R301.7Allowable Deflection of Structural MembersStructural MemberL/180Allowable DeflectionsRafters having slopes greaterthen 3/12 with no finished ceilingattached to raftersInterior Walls and PartitionsL/360L/240H/180Ceilings with brittle finishesAll other Structural MembersH/360Exterior Walls - wind loads (a)with Plaster or Stucco FinishExterior walls - wind loads (a)with brittle finishesH/240Lintels supporting masonryveneer wallsL/600NOTE: L = span length H = span heighta) The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loadsthe purpose of the determining the deflection limits herein.b) For cantilevered members, L shall be taken as twice the length of the cantilever.c) For aluminum structural members or panels used in roofs or walls of sunroom additions andpatio covers, not supporting edge of glass or sandwich panels, the total load deflection shall notexceed L/60. For sandwich panels used in roof or walls of sunroom additions or patio covers,the total load deflection shall not exceed L/120.d) Deflection for exterior walls with interior gypsum board finish shall be limited to anallowable deflection of H/180.e) Refer to Section R703.8.2L/360FloorsL/240Ceilings with flexible finishesExterior walls - wind loads (a)with flexible finishesH/120 (d)SIP Walls1050 (a)Rooms other than sleeping rooms40GENERAL NOTESa. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCALCODES.b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FORCONSTRUCTION SAFETY. CONTRACTORS AREA RESPONSIBLE FORSUCH REQUIREMENTS.c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY.d. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISIONOR INSPECTION UNDER THIS CONTRACT.e. ALL NOTED DIMENSIONS TO TAKE PRIORITY OVER SCALEDDIMENSIONS. ANY DISCREPANCIES ON DRAWINGS ARE TO BEBROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.f. DESIGN IN COMPLIANCE WITH 2020 BCNYS, 2020 RCNYS, WFCM 2020.ELECTRICAL NOTESa. ELECTRICAL WORK SHALL COMPLY TO THE NATIONAL ELECTRICALCODE AND UTILITY COMPANY.b. CONVENIENCE OUTLETS TO BE 18” ABOVE FINISHED FLOOR UNLESSOTHERWISE NOTED.c. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS AS REQUIRED BYCODE.d. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH-IN CONNECTIONSFOR HEATING AND AIR CONDITIONING COMPONENTS AS REQUIRED.e. PROVIDE MAINTENANCE CLEARANCE AS REQUIRED AROUNDCIRCUIT BOX, BOILER, ETC.f. AT LEAST ONE WALL SWITCHED CONTROLLED LIGHTING OUTLETSHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIORSIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVELEGRESS.g. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHERTRADESPLUMBING NOTESa. PLUMBING WORK TO CONFORM TO STATE AND LOCAL CODES.b. PROVIDE SHUTOFF VALVES ON ALL SUPPLY LINES AT ALLFIXTURES.c. INSULATE ALL SUPPLY LINES.d. PROVIDE FROST-PROOF HOSE BIBS AS PER PLAN, MINIMUM TWO PERRESIDENCE.e. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES ARE TOCOMPLY WITH 2020 BCNYS SECTION 714.f. PIPE PENETRATIONS THOUGH FOUNDATION WALL ARE TO BECOVERED WITH A SLEEVE TWO PIPE SIZES BIGGER THEN THE PIPEPASSING THROUGH IT.g. CLOTHES DRYER EXHAUST TO BE INSTALLED AS PER SECTIONM1502 - DRYER TO HAVE AN INDEPENDENT VENT TO OUTSIDE AIR ANDINSTALLED AS PER MANUFACTURER SPECIFICATIONS.SITE NOTESa. PITCH GRADE AWAY FROM BUILDING.b. PROVIDE DRY WELLS AS REQUIRED.c. ALL TREES WITHIN FIFTEEN FEET TO BE PROTECTED AS REQUIRED.d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION PROCESS SHALLBE REPLACED AS REQUIRED.e. ALL CURBS, SIDEWALKS, ETC. DAMAGED DURING CONSTRUCTIONTO BE REPLACED AS REQUIRED.f. ALL NEW WORK TO CONFORM TO THE REQUIREMENTS FOR ANADDITION UNDER SECTION AJ501 AND AJ601EXCAVATION NOTESa. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES ANDGRADES DOWN TO SPECIFIED LEVELS.b. ALL UNEEDED MATERIAL AND UNEXAPTABLE MATERIAL FORBACKFILL TO BE LEGALLY REMOVED FROM SITE.c. BACKFILL SHALL BE PLACED IN 12” LIFTS AND COMPACTED TO 95%OF MODIFIED PROCTOR DENSITY.REINFORCING NOTESa. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWNDEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMINGTO ASTM A 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 psi.b. TYPICAL COVER FOR ALL REINFORCING BARS TO BE THREE (3)INCHES FOR BARS PLACED AGAINST EARTH AND TWO (2) INCHES FORBARS PLACED AGAINST FORMS, UNLESS OTHERWISE NOTED.c. ALL SPLICES TO BE FORTY (40) BAR DIAMETERS MINIMUM.d. ALL REINFORCING TO BE SECURELY FASTENED TO RESISTMOVEMENT DURING CONCRETE PLACEMENT.CONCRETE NOTESa. ALL CONCRETE TO BE 3,500 psi AT 28 DAYS UNLESS OTHERWISENOTED.b. ALL EXPOSED CONCRETE TO BE AIR-ENTRAINED.c. TOP OF EXTERIOR FOOTING TO BE MINIMUM 3'-0” BELOW GRADE,UNLESS OTHERWISE NOTED.d. ALL FOOTINGS TO REST ON UNDISTURBED SOIL.e. STEP FOOTINGS AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BEONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONSCHANGE.f. FORMS TO REMAIN IN PLACE A MINIMUM OF THREE DAYS.g. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FORSLABS AND WALKS ON GRADE AT 20'-0” MAXIMUM SPACING IN BOTHDIRECTIONS.h. PROVIDE SLEEVES IN FOUNDATION WALL/FOOTING FOR ELECTRIC,PLUMBING, HVAC, ETC.i. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NOHORIZONTAL JOINTS SHALL BE PLACED IN WALLS.j. ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURALFINISH AND SCORING AS PER PLANS AND SPECIFICATIONS.k. NO CONCRETE OR MASONRY WORK SHALL BE PERFORMED INTEMPERATURES BELOW 40 DEGREES F. NO CONCRETE SHALL BE CASTON FROZEN SURFACES.l. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTENPERMISSION FORM THE ARCHITECT.m. PROVIDE MINIMUM (2) #4 REBAR IN FOOTINGS, UNLESS OTHERWISENOTED.n. PROVIDE MINIMUM 2” x 4” KEY BETWEEN FOOTING ANDFOUNDATION WALL.o. CRAWLSPACE VENTS TO BE LOCATED WITHIN 3'-0” OF EACHCORNER OF THE BUILDING.p. ALL FOUNDATION WALLS AT BASEMENTS TO BE WATERPROOFED.CARPENTRY NOTESa. ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITHMASONRY, CONCRETE, OR SOIL TO BE A.C.Q. (TREATED).b. PROVIDE METAL TERMITE SHIELD AND SILL SEALER AT ALL SILLPLATES.c. ALL NAILS, BOLTS, JOIST HANGERS AND FRAMING CONNECTORS INCONTACT WITH TREATED LUMBER TO BE HOT DIPPED GALVANIZED.d. ALL LUMBER TO BE DOUG-FIR #2 WITH Fb 875 OR APPROVED EQUALe. ALL SHEATHING TO BE ½” CDX PLYWOOD, SECURED WITH 6d NAILSAT 6” ON CENTER TO INTERIOR AND INTERMEDIATE BLOCKING.f. ALL SUBFLOORS TO BE 3/4” PLYWOOD SECURED WITH EXPANDINGCONSTRUCTION ADHESIVE AND NAILS AT 6” ON CENTER.g. MINIMUM BEARING FOR JOISTS, BEAMS, AND STUDS TO BE 3 ½”UNLESS OTHERWISE NOTED.h. PROVIDE SOLID BRIDGING AT MIXIMUM 8'-0” SPACING IN ALLFLOOR CONSTRUCTION.i. INSTALL 2 x 6 COLLAR TIES AT 32” ON CENTER AT ALL ROOFSUNLESS OTHERWISE NOTED. TOP OF COLALR TIE TO BE SET IN UPPER1/3 OF THE DISTANCE BETWEEN THE BOTTOM OF THE RIDGE AND THETOP OF THE CEILING JOISTS.j. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, ORNOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS, BORINGS AND NOTCHES IN ENGINEERED WOOD MEMBERS ARETO BE LOCATED AS LOCATED AS PER THE MANUFACTURERSPECIFICATIONS.k. STUD DRILLING AND NOTCHING TO BE IN ACCORDANCE WITHFIGURE R602.6.l. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THEATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THESTRUCTURE ON SITE.m. SOLID POST UNDER FULL WIDTH OF GIRDER AT EACH END.n. SOLID POST DOWN TO FOUNDATION OR GIRDERo. ALL HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED.p. ALL LAMINATED GIRDERS TO BE 2.0E GP LVL OR APPROVED EQUAL.q. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.r. FIRE BLOCKING TO BE INSTALLED AS PER R302.11 AND R602.8WHEREVER FRAMING CAVITIES ARE EXPOSED AS PART OF THE SCOPEOF WORK.ROOFING/SIDING NOTESa. ROOF COVERING MATERIALS ARE TO COMPLY WITH 2015 IRCCHAPTER 9.b. ASPHALT SHINGLE UNDERLAYMENT TO COMPLY WITH R905.2.3.SELF-SEALING STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4AND R905.2.5. FOR ROOF SLOPES BETWEEN 2/12 AND 4/12, DOUBLEUNDERLAYMENT IS REQUIRED.c. FOR ALL ROOF SLOPES, INSTALL AN ICE AND WATER SHIELD OFTWO LAYERS OF UNERLAYMENT CEMENTED TOGETHER OR ASELF-ADHESIVE POLYMER MODIFIED BITUMEN SHEET, TO EXTEND AMINIMUM OF 24” IN FROM LINE OF EXTERIOR WALL.d. ALL FLASHING TO BE CORROSION RESITANT.e. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATIONTO BE IN ACCORDANCE WITH R703.2.f. WEATHER RESISTANT SIDING ATTACHMENT AND MINIMUMTHICKNESS TO COMPLY WITH R703.4e. CONCEALED RAFTER SPACE ABOVE INSTULATION TO BE VENTEDTO EXTERIOR.g. INSTALL STEP FLASHING WHERE ROOFING MEETS WALL.h. INSTALL FLASHING AT ALL GABLE VALLEYS (LAYOVER VALLEYSAND TRUE VALLEYS).i. INSTALL GALVANIZED FRAMING CONNECTORS AT ALL TRUEVALLEY AND HIP CONNECTIONS.INSULATION NOTESa. ALL EXTERIOR WALLS, ROOFS, AND FLOORS OVER UNCONDITIONEDSPACES SHALL BE INSUALTED. ALL INSULATION TO BE FIBERGLASSBATT WITH PAPER FACE UNLESS OTHERWISE NOTED. PAPER FACE TOBE INSTALLED ON WARM SIDE OF CAVITY. CARE SHOULD BE TAKENTO NOT TEAR VAPOR BARRIER.b. ACOUSTICAL INSULATION TO BE PROVIDED AS NOTED.c. PROVIDE PERIMETER INSULATION AT FOUNDATION WALLS ASNOTED.d. INSTALL BAFFLES AT AREAS OF CATHEDRAL CEILING TO ALLOWVENTING.STAIR/RAILING NOTESa. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACHCONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERSAS PER R311.7.8.b. RAILINGS TO BE 3'-0” IN HEIGHT AND HAVE A TYPE 1 HANDRAIL ASPER R312.1.2.c. ALL MEANS OF EGRESS, STAIRWAYS AND RAILINGS MUSTCONFORM TO R311 AND R312.d. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSEDSIDE WITH ½ INCH GYPSUM BOARD AS PER R302.7.Table N1102.4.1.1 Air Barrier and Insulation InstallationComponentAir Barrier CriteriaGeneralRequirementsInsulation Installation CriteriaA continuous air barrier shall be installed in thebuilding envelope. The exterior thermal envelopecontains a continuous air barrier. Breaks in joints inthe air barrier shall be sealed.Ceiling/AtticWallsWindows,Skylights, andDoorsRim JoistsFloors (Includingabove Garage andcantileveredfloors)Crawlspace wallsShafts,PenetrationsNarrow CavitiesGarage SeparationRecessed LightingPlumbing andWiringShower/Tub onExterior WallElectrical/PhoneBox on ExteriorWallHVAC RegisterBootsConcealedSprinklersAir permeable insulation shall not be used as asealing material.The air barrier in any dropped ceiling/soffit shall bealigned with the insulation and any gapsin the barrier sealed. Access openings, drop downstairs or knee wall doors to unconditionedattic space shall be sealedThe insulation in any dropped ceiling/soffit shall bealigned with the air barrier.The junction of the foundation and sill plate shall besealed. The junction of the top plate and the top ofthe exterior walls shall be sealed. Knee walls shallbe sealed.Cavities within corners and headers of frame wallsshall be insulated by completely filling the cavityhaving a thermal resistance of R-3 per inchminimum. Exterior thermal envelope insulation forthe framed walls shall be installed in substantialcontact and continuous alignment with the airbarrier.The space between window/door jambs and framingand skylight and framing shall be sealedRim joists shall include the air barrierRim joists shall be insulated.The air barrier shall be installed at any exposed edgeof insulation.Floor framing cavity insulation shall be installed tomaintain permanent contact with the underside ofsubfloor decking, or floor framing cavity insulationshall be permitted to be in contact with the top sideof the sheathing, or continuous insulation installedon the underside of floor framing; and extends fromthe bottom to the top of all perimeter floor framingmembers.Exposed earth in unvented crawl spaces shall becovered with a Class I vapor retarder withoverlapping joints taped.Where provided instead of floor insulation,insulation shall be permanently attached tocrawlspace walls.Duct shafts, utility penetrations, and flue shaftsopening to exterior or unconditioned space shall besealed.Batts in narrow cavities shall be cut to fit, or narrowcavities shall be filled by insulation on installationreadily conforms to the available cavity space.Air sealing shall be provided between the garageand conditioned spaces.Recessed light fixtures installed in the buildingthermal envelope shall be sealed to the drywall.Recessed light fixtures installed in the buildingthermal envelope shall be air tight and IC rated.Batt insulation shall be cut neatly to fir aroundwiring and plumbing in exterior walls, or insulationthat on installation readily conforms to availablespace shall extend behind piping and wiringThe air barrier installed at exterior walls adjacent toshowers and tubs shall separate them from theshowers and tubs.Exterior walls adjacent to showers and tubs shall beinsulated.The air barrier shall be installed behind electrical orcommunication boxes or air-sealed boxes shall beinstalled.HVAC register boots that penetrate the buildingenvelope shall be sealed to the subfloor or drywall.When required to be sealed, concealed firesprinklers shall only be sealed in a manner that isrecommended by the manufacturer. Caulking orother adhesive sealants shall not be used to fill voidsbetween fire sprinkler cover plates and walls orceilings.
UPUNFINISHEDBASEMENTEXST. 3 x 8 JOISTS @ 24" o.c.EXST. 3 x 8JOISTS @ 24" o.c.EXST. 3 x 8JOISTS @ 24" o.c.A101AA101A2 x 8 A.C.Q. RAFTERS@ 16" o.c.
2 x 8 A.C.Q. RAFTERS
@ 16" o.c.2 x 8 A.C.Q. RAFTERS@ 16" o.c.2 x 8 A.C.Q. RAFTERS@ 16" o.c.8'-038"8'-038"8'-038"8'-038"8'-038"8'-038"8'-8"8'-8"8'-8"
7'-35 8"7'-35 8"7'-35 8"(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.
(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.2 x 8 A.C.Q. LEDGER - SEE BOLTING DETAIL2 x 8 A.C.Q. LEDGER - SEE BOLTING DETAIL
2 x 8 A.C.Q. LEDGER - SEE BOLTING DETAIL BEAM POCKET(TYP)1'-4"1'-4"1'-4"1'-4"1'-21 2"5'-6"32'-212"13'-11"17'-2"15'-012"28'-11 2"23'-012"22'-81 2"8'-0"7'-558"7'-678"19'-4"BRICK LEDGEAT CHIMNEY(2) 2 x 8SCNATURAL GAS FIREDDIRECT VENT BOILERw/ HOT WATERSTORAGE TANKFRESH AIR INTAKEAND EXHAUST FORNEW BOILEREXST. STAIRCASETO BE REBUILT(3) 2 x 8 A.C.Q.
(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.22'-7"5'-512"(3) 2 x 8 A.C.Q.(3) 2 x 8 A.C.Q.7'-53 4"7'-93 8"7'-93 8"7'-678"7'-1078"7'-678"3.5" STEEL LALLYCOLUMN ON 30" x 30"x 15" 3,500 PSI CONC.FOOTING w/ (4) #4REBAR EACHDIRECTION(3) 134" x 14" LVL (DROPPED)13'-11"(2) 134" x 914" LVL (DROPPED)(2) 134" x 914" LVL (DROPPED)
(2) 13
4" x 91
4" LVL (DROPPED)
28'-11 2"17'-2"15'-3"
19'-4"8'-0"24'-01 2"24'-412"4'-8"12'-2"UPA.C.Q. STRINGER(TYP)16" x 16' PORCH PIER -SEE DETAIL4 x 4 A.C.Q. POST ON 8" DIA.CONC. FOOTING (TYP)2 x 6 A.C.Q.FRAMEDPLATFORM(2) 2 x 8 A.C.Q.9'-0"7'-8"6'-10"
26'-8"
1'-8"
2'-0"
2'-0"ATTICEXST.BEDROOMEXST.DRESSINGROOMEXST.BEDROOMEXST.DRESSINGROOMA101AUNFINISHEDBASEMENT8'-23 4"GRADEINSTALL FIRE BLOCKING ATFLOOR/WALL TRANSITIONAT ALL STUD BAYSEXST. BALLOONFRAME STRUCTUREEXST. 3 x 8 FLOORJOISTS TO REMAINNEW R-30 BATTINSULATIONNEW R-21 BATTINSULATION ATPERIMETER OF FLOORNEW R-15 BATTINSULATION AT WALLTHROUGHOUTNEW R-49 BATTINSULATIONGRADENEW 1" RIGIDINSULATION (R-10) ATNEW FOUNDATION WALL24" x 8" CONC. (3,500 PSI) FOOTINGON UNDISTURBED SOIL(3) #5 REBAR IN FOOTING (CONTINUOUS)w/ #3 STIRRUPS @ 48" o.c.2'-0"0'-8"#4 VERTICAL REBAR @ 24" o.c. -HOOK VERTICAL REINFORCEMENTINTO FOOTING REINFORCEMENT#4 HORIZONTAL REBARCONTINUOUS @ 24" o.c.0'-10"9'-1" (V.I.F.)2" TUFF-R RIGID INSULATION ON 6 MILVAPOR BARRIER ON 4" GRAVEL BASE4" CONC. (3,500 PSI) SLAB w/ 6 x 6 WWF4" PERFORATED DRAIN PIPE WRAPPED w/ FILTERFABRIC - SURROUND w/ GRAVEL10" CONC. (3,500 PSI) FOUNDATIONWALLCONTINOUS CANT. STRIPFINISHEDBASEMENTRUB-R-WALL WATERPROOFINGMEMBRANE (OR EQUAL)NEW (2) 2 x 6 A.C.Q. SILL PLATE ONMETAL TERMITE SHIELD w/ SILL SEAL12" ANCHOR BOLTS w/ 3" SQUARE WASHER -MIN. 15" EMBEDMENT (SPACING TO CODE)SIMPSON STRONG-TIE CS20 COIL STRAP -WRAPPED UNDER SILL PLATE - MIN. 12"ONTO STUD SURFACE0'-0"
0'-4"
9'-0"
0'-4"
9'-0"36" x 36" x 18" FOOTING w/ (5) #5 REBAREACH DIRECTIONBOTTOM PLATE (SEE DETAIL)TOP PLATE (SEE DETAIL)3.5" STEEL LALLY COLUMNSLOPE GRADE AWAY FROM FOUNDATIONFINISHED FLOORTOP OF FOUNDATIONADJACENT GRADE1'-8"2'-6"1'-3"EXST. FLOOR JOISTS312"x8"x 5"x14" TOP PLATEWITH (4) 12" LAG BOLTSINTO HEADERCRADLE TOP PLATEBOTTOM PLATE DETAIL14"8"x8"x14" BOTTOM PLATEWITH (4) 12" J-BOLTS OREXPANSION BOLTS0'-5"14"2" min.5" max.
2" min.5.5" min. for 2 x 8*6.5" min. for 2 x 107.5" min. for 2 x 12STAGGER FASTENERSIN 2 ROWSLAG SCREWOR BOLTLEDGER*Distance shall be permitted to bereduced to 4.5" if lag screws areused or bolt spacing is reduced tothat of lag screws to attach 2 x 8ledgers to 2 x 8 band joists.24" x 8" CONC. (3,500 PSI) FOOTINGON UNDISTURBED SOIL(3) #5 REBAR IN FOOTING (CONTINUOUS)w/ #3 STIRRUPS @ 48" o.c.2'-0"0'-8"#4 VERTICAL REBAR @ 24" o.c. -HOOK VERTICAL REINFORCEMENTINTO FOOTING REINFORCEMENT#4 HORIZONTAL REBARCONTINUOUS @ 24" o.c.0'-8"6'-57 8"4" CONC. (3,500 PSI) SLAB w/ #4 REBAR @ 16"o.c. GRID ON 4" GRAVEL BASE - SLOPETOWARDS DRAIN4" PERFORATED DRAIN PIPE WRAPPED w/FILTER FABRIC8" CONC. (3,500 PSI) FOUNDATION WALLCONTINOUS CANT. STRIPRUB-R-WALL WATERPROOFINGMEMBRANE (OR EQUAL)SLOPE GRADE AWAY FROM FOUNDATION36" RAILINGDRAINCOMPACTED FILL0'-9"MAX. 8"0'-10"C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A101
FOUNDATION
PLAN
As NotedSCALE:FOUNDATION PLAN 1/4" = 1'SCALE:CROSS SECTION 1/4" = 1'SCALE:FOUNDATION WALL AND POST DETAIL A1/2" = 1'SCALE:LEDGER BOLT LAYOUT N.T.S.SCALE:BASEMENT STAIR 1/2" = 1'
DNDNUPUPDNDNCOVEREDPORCHEXST. BRICK CHIMNEY ANDFIREPLACE TO BE REMOVED -FLOOR AND CEILING TO BEFILLED IN WITH EQUAL JOISTSEXST.KITCHENEXST.MUDROOMEXST.CLOSETEXST.LIVINGROOMEXST.BATHROOMEXST.BEDROOMEXST.ENTRYEXST.CLOSETEXST.DRESSINGROOMCOVEREDPORCHCOVEREDPORCHEXST. SUN PORCH TO BEREMOVEDDNSCS23'-3"8'-0"2'-0"49'-612"27'-4"
10'-0"8'-0"8'-0"1'-61 2"5'-6"4'-10"1'-21 2"EXST. 3 x 8 JOISTS @ 24" o.c.EXST. 3 x 8 JOISTS @ 24" o.c.EXST. 3 x 8JOISTS @ 24" o.c.8'-0"8'-0"A101AA101A2 x 6 RAFTERS@ 16" o.c.2 x 6 RAFTERS@ 16" o.c.2 x 6 RAFTERS@ 16" o.c.2 x 6 RAFTERS@ 16" o.c.2 x 8 LEDGER - SEE BOLTING DETAIL2 x 8 LEDGER - SEE BOLTING DETAIL
2 x 8 LEDGER - SEE BOLTING DETAIL
4 x 4 A.C.Q. POST(TYP)6" SQUARE COLUMNCASING8'-0"(2) 2 x 8(2) 2 x 8(2) 2 x 8(2) 2 x 8(2) 2 x 8(2) 2 x 8(2) 2 x 6(2) 2 x 6 (2) 2 x 6(2) 2 x 8 (2) 2 x 8 (2) 2 x 8
(2) 2 x 8 (2) 2 x 8 (2) 2 x 8
BOX OUT HEADERTO FULL WIDTH OFCOLUMN TOPWOOD BURNING FIREPLACEINSERT - TO BE INSTALLED ANDVENTED AS PER MANUFACTURERSPECIFICATIONS1'-4"5'-6"1'-4"D/4(MAX)D/6(MAX)D/3 (MAX)LENGTH (L)L/3L/3NO DRILLING ORNOTCHING PERMITTEDD/3 (MAX)0'-2"D ACTUAL
UPDNDN19'-4"EXST. BRICK CHIMNEYAND FIREPLACE TO BEREMOVEDEXST.BEDROOMEXST.BEDROOMEXST.BEDROOMEXST.DRESSINGROOMEXST.HALLSCSSCSEXST.CLOSETA101AA101A1'-61 2"4'-0"3'-4"1'-21 2"
0'-10"8" DIA. DOUBLE WALL,INSULATED STAINLESSSTEEL FLUEMASONRY WALL CLADDING - INSTALL MIN. 22GA. ZINC COATED CORRUGATED TIES (MIN.78"WIDE x 6" LONG) @ 16" o.c. VERTICAL ANDHORIZONTAL - TIES TO BE INSTALLED ASMASONRY VENEER IS INSTALLED TO INSUREPROPER ALIGNMENT w/ MORTAR JOINTSEXST.CLOSETEXST.BATHROOM16" x 16" 3,500 PSI CONC.FOOTING@ 3'-0" BELOWGRADE3'-0"8" x 8" CMU BLOCKANCHORED TO FOOTINGBRICK TO UNDERSIDE OF DECKING54" T+G DECKING(3) 2 x 8 A.C.Q.4 x 4 A.C.Q. POST6" SQUARE COLUMNCASINGBOX OUT HEADER TO FULLWIDTH OF COLUMNBEAD BOARD CEILING FINISH2 x 8 A.C.Q. JOISTS @ 16" o.c.2 x 8 A.C.Q.LEDGER(2) 2 x 8 A.C.Q.2 x 6 JOISTS @ 16" o.c.TAPERED SLEEPERRAFTERS120.252 x 8 LEDGERPORCH8'-01 2"
C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A102
FLOOR PLANS
As NotedSCALE:FIRST FLOOR PLAN 1/4" = 1'SCALE:NOTCHING AND DRILLING DETAIL N.T.S.2 x 4Joist SizeMax HoleMax NotchDepthMax EndNotchMax NotchLength2 x 62 x 82 x 102 x 12None None None None1 1/2 7/8 1 3/8 1 1/22 3/8 1 1/4 1 7/8 2 3/831 1/2 2 3/833 3/4 1 7/8 2 7/8 3 3/4SCALE:SECOND FLOOR PLAN 1/4" = 1'SCALE:CROSS SECTION - PORCH 3/8" = 1'
OPENINGS SHALL NOT ALL THEPASSAGE OF A 4" DIAMETERSPHERE6'-0" MAXIMUMSPACING2 x 2 A.C.Q. BALUSTER @5" o.c. SPACING - ATTACHEACH WITH (2) #8 WOODSCREW (TOP AND BOTTOM)4 x 4 A.C.Q.POST2 x 4 A.C.Q. TOPRAIL2 x 4 A.C.Q. BOTTOM RAIL54" A.C.Q. TOP RAIL -ATTACHED w/ #8x212" WOODSCREWS(2) 12" DIA. THROUGH BOLTSw/ WASHERSGUARD RAIL -TYPICAL54" A.C.Q. TOP RAIL -ATTACHED w/ #8x212"WOOD SCREWS2 x 4 A.C.Q. TOP ANDBOTTOM RAIL ATTACHED WITH(2) #8x212" WOOD SCREWS(2) 12" DIA. THROUGHBOLT WITH WASHERSDDT2Z SIMPSONSTRONG-TIE CONNECTORDDT2Z SIMPSONSTRONG-TIECONNECTORGUARD POSTRIM JOISTALIGN GUARD POSTAT JOIST LOCATIONJOIST (TYP)LATERAL SUPPORT AT GUARD POSTDNA101AA101A1'-61 2"4'-0"3'-4"1'-21 2"MASONRY WALL CLADDING - INSTALL MIN. 22GA. ZINC COATED CORRUGATED TIES (MIN.78"WIDE x 6" LONG) @ 16" o.c. VERTICAL ANDHORIZONTAL - TIES TO BE INSTALLED ASMASONRY VENEER IS INSTALLED TO INSUREPROPER ALIGNMENT w/ MORTAR JOINTSA101AA101ANEW CHIMNEY TO EXTENDMIN. 2'-0" ABOVE ANYCOMBUSTIBLE MATERIALWITHIN A 10'-0" RADIUSINSTALL TAPERED
SLEEPER RAFTERS
120.25120.25 INSTALL TAPEREDSLEEPER RAFTERSINSTALL TAPEREDSLEEPER RAFTERS120.25EXST. RIDGEEXST. RIDGE
EXST. RIDGE
EXISTING CHIMNEYTO BE REMOVEDAND ROOFPATCHEDTWO LAYER (BASE ANDGRANULATED CAP SHEET)ROLL ROOFING TO BEINSTALLED AS PERMANUFACTURERSPECIFICATIONSC:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A103
ATTIC AND ROOF
PLANS
As NotedROOF NOTES:- For roof slopes of (2) two units vertical in(12) twelve units horizontal (2:12), up to (4) fourunits vertical in (12) twelve units horizontal(4:12), underlayment shall be (2) two layersapplied in the following manner: apply a 19-inchstrip of underlayment parallel and starting at theeaves. starting at the eaves apply 36-inch widesheets of underlayment, overlapping successivesheets 19-inches. Distortions in underlaymentshall not interfere with the ability of the shinglesto seal.- For roof slopes of (4) four units verticalin (12) twelve units horizontal (4:12) or greater,underlayment shall be (1) one layer applied in thefollowing manner: underlayment shall be appliedshingle fashion, parallel to and starting from theeave and lapped 2 inches, distortions in theunderlayment shall not interfere with the abilityof the shingles to seal. End laps shall be 4 inchesand shall be offset by 6 feet.- Provide venting of concealed rafter space.- Provide flashing at all valleys.(R905.2.8.2)- Provide stepped flashing where roof linemeets side wall. (R905.2.8.3)- Install all strapping and nailing to code.- Underlayment shall be fastenedsufficiently to hold in place.- Provide drip edge at eaves and rake edgesto code.- Fasteners for asphalt shingles shall begalvanized steel, stainless steel, aluminum orcopper roofing nails, minimum 12-gage shankwith a minimum 38"-diameter head, complyingwith ASTM F1667, of a length to penetratethrough the roofing materials and not less than 34"into the roof sheathing. Where the roof sheathingis less than 34" thick, the fasteners shall penetratethrough the sheathing.SCALE:ATTIC PLAN 1/4" = 1'SCALE:ROOF PLAN 1/4" = 1'
26'-8"
26'-8"
26'-8"
26'-8"
C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A104
ELEVATIONS
As NotedSCALE:FRONT (WEST) ELEVATION 1/4" = 1'SCALE:SIDE (SOUTH) ELEVATION 1/4" = 1'
26'-8"
26'-8"
26'-8"
26'-8"
C:\Users\nfeih\Desktop\NFA\Drawings\800 Hortons Lane 24050\800 Hortons Lane_Design 11.11.24.dwg
800 Hortons Lane
Southold, NY 11971
September 30, 2024
November 11, 2024
Sheet No.
Drawing Title
D.O.B. Number
Project
Seal Project Number:
Project Date:
Scale:
Plotted Date:
GENERAL NOTES/REVISIONS
Rev. #Date Description
24050
Lic.# 038618
Nicholas Feihel, R.A.
Nicholas Feihel Architecture, P.C.
516 - 509 - 1869 Nicholas@Feihel.com
A105
ELEVATIONS
As NotedSCALE:REAR (EAST) ELEVATION 1/4" = 1'SCALE:SIDE (NORTH) ELEVATION 1/4" = 1'