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HomeMy WebLinkAbout52065-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52065 Date: 07/07/2025 Permission is hereby granted to: Gregory John P Trust 2865 SE Dune Dr Stuart, FL 34996 To: Construct additions and alterations to an existing single-family dwelling as applied for. Floodplain development permit is required. Premises Located at: 1355 Bay Home Rd, Southold, NY 11971 SCTM#56.-5-36 Pursuant to application dated 06/09/2025 and approved by the Building Inspector.. To expire on 07/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $840.00 A CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $1,090.00 Building Inspector TOWN OF SOUTHOLD—BUILDING D S pARTMENT 11971-0959 Town Hall Annex 54375 Main Road P. O. Bo � Telephone (631) 765-1802 Fax(631) 765-95021,ttp, fj of fe y uv Date Received M For Office Use Only ���� PERMIT N0. 5 a D(P5 Building Inspector: - Applications and forms must be filled out in their entirety.Incomplete Building Department Town of Southold applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: SCTM#1000- Name: ! " Project Add Tess: " Email: Phone#: � : Mailing Address: CONTACT PERSON: Name: 00, r, mailingAddress ,� � � �' Email: Phone DESIGN PROFESSIONAL INFORMATIOW, NamesRZ r $ ✓ Mailing Address:141 ,� ' 11 Email:JP\i. Phone#: CONTRACTOR INFORMATION: Name: Mailing Address:. Email: Phone#: PROPOSED CONSTRUCTION DESCRIPTION OF dNtin ❑Alteration ❑Repair ❑Demolition Est! ated Cost of Project: ❑New Structure d C1dtlrler Will excess fill be removed from premises?xYes ❑No WIII the lot be re-graded? ❑Yes No 1 PROPERTY INFORMATION Existing use of property. 4, 7 , Intended use of property: l� *, Are there any covenants and restrictions with respect to Zone or use district in which premises is situated: this property? OYes El NO IF YES,PROVIDE A COPY. ' e,and sttnrm water issues as provided by contra rnr�`desi w professlanal is responsible for drains n a Zone. r "rine trnarnar� s went for tars usu2 nce of a sul�ii Perrrn t gnuxsuant tr tl�ib d„ ' After n' �44 n EtOt � midi# en oftnulldt chapter 23E of the Town C04e.APPUC ' 15 4ERE k� s rfiada herein od as� cernnnP/„Nevin"rti~rRanxi atinsr aptaiicabla tansns,Clydinannc rw'Regulations,�nxthss cwn!nstn'u "+ orciinatr+ce of Towrn Of Southold,Suffolk, kanta�s to comply With ail applicable lawns, di noes building rude„ xnn rerhe of and in building(s)for ry inspections.False stat�rd additiaarns,site nr fax re�a^+aV r�tierntolitirrrw as lnexein tiescr'ibed,"iine�appi latiarns and trn admit anrtha inspxrtnnt's P haasin rya and r� ant to 5ect7'icn'n'z�.a.at�S tha�evwr Y�srk state Penal iawr, punistaaide a class�rnisd `+amwar twur^+snwn �± Authorized Agent []owner Application Submitted Sy(lPrin me Date: Signature of Applicant: STATE OF NEW YORK) COUNTY©F u- v I K being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agn ,Corporate Officer,etc.) this is duly authorized to perform or have performed the sa'dher knowledge and beiiefork and to make and eand of said owner or owners,and y are true to the best of hi / application,that all statements contained in this applicationnner set forth in the application file therewith• that the work will be performed in the ma Sworn before me thisr,� p ° //-- day of 20 S Notary Public (f� �..�----�--�-�.�• DAWN MARIE GUARNERA 1 r % NOtery Public-State of New dark '..i NO,OiCau6412,483 (1.9Jhere the in app i ed Suffolk County ;0�8 1"cant is not the ovJnerj Quallfl Mwy ewrnxrui'ssln7n Expires Doc 2ii„ residing at, to apply on do hereby authorize he Tg Department for approval as described herei own of Southold Buildin n,t Owne "ig atu. y wn N e 't N�� �, a� Z Town Hall Annex �u'� � Telephone(631)765-1802 54375 Main Road ii Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 a �r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Dater Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial o residential tructure Rehabilitation to an existing commeria or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Fl and naming (FR) Signature: Name (person dubmitting this form): ' Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Generated by REScheck-Web Software p� � � Le CNJ( Compliance JUN 1 '.OP. Project 1355 Bay Home Road, Southold Ofc�trti���e Energy Code: 203.8 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5572 HIM Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Owner/Agent: Designer/Contractor: Construction Site: Burger Construction 1355 Bay Home Road burgerconstruct@aol.com Southold,New York 11971 r SHGC: Q.30 Maximum UA: 179 Your UA: 179reflects how close to Maximum SHGC: 0.40 You Compliance: O.0%Better Than Code I IthDOES NOT provide an stimateeof ene gy use or cost relative to a m nimu h m-code horr based on code trade-off rules. ie " D�rsu�i°:�:riu�fi�rou��a�uurwa�aar��d�i�il"�re�r�r�w�l;r��ri°�awi E ��lro L:�ch�� iair o::-0rrrre slat)_r)Ii®grade trarlr"r� s � �u��s i:�rui c w r:a a: :� �r ¢.4 Ga the i asria�uv�hly'6ru the sir��culie¢ clir:����i:r��zone u�ra�_"t u�e��.ei�iaaa�:rxr'urwui�:uu�u energy r.rrd��urr:::r.�i"�iurwn°�Pualrwe and depth re�.�ulrea^uerrots, 1,006 34.0 0.0 0,030 0.0 6 30 is Ceiling:Cathedral Ceiling 1a05B 19.0 0.�0 0.060 0,0B0 51 51 Wall:wood Frame, 16""o.c. 10 0,300 0.370 6 E Door Solid Door(under 50%glazing) 0.300 0.320 56 60 Windows:vinyl Frame 1B7 SHGC:0.30 77 19.0 0.0 0.0417 0,04i7 3 3t Ficor: All-wood joistfrrl�ss cans,specifications,and other Compliance Statement: The proposed building design described here i consistent with the b to meet the uilding p calculations submitted with the permit application.The proposed tort'i guirements has been listednin�the RESch ck Inspection pecion Checklist in caleula with the.mandatory 4 REScheck version;REScheck-web and to comply 11 /20 Gerson Rubio, P.E. bate Signature Name-Title Report date: O6/12/25 Project Title: 1355 Bay Home Road, Southold Pagel of 9 Data frlename: p REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-inspection/Plan� ..��.�. ...� Section Plans Verified Field Verified Complies? Comments/Assum tions Review Value Value p Sectio D _ p & Re L. --_W _W.. ���❑❑Com lies R .. _. 103.1, Construction drawings and------------ Complies Requirement will be met. 103.2 documentation demonstrate '�� / Does Not [PR111 ;energy code compliance for the building envelope.Thermal `. ❑Not Observable❑ Applicable envelope represented on Not construction tioeuments t. 103.2, documentation demonstrate ❑Doe lies Requirement will be me 103.1, Construction drawings and P Re q shot 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ���, 'Systems serving multiple Z: Not Applicable dwelling units must demonstrate compliance with the IECC i Commercial Provisions. � 032. sized per Btu/hr 1, Heating and cooling equipment Manual S based isHeating: Heating: in`g: �❑❑Do Not lies Requirement will be met. [PR2]2 on loads calculated per ACCA Cooling: Cooling. ❑Not Observable Manual] or other methods Btu/hr Btu/h approved by the code official. ❑Not Applicable Additional Comments/Assumptions: g p _ dium impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi h Im act(Tier 1) 2 Me ummm Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 2 of 9 Section foundation inspection Compiles? Corn er tslAssumpti n Aprodcovering `.. p Requirement wM be met as r Co Not ._ ....._. and extends a minimum of in.below , ❑Not Observable; grade. t�Na Applicable Snow-and ice-melting system controls�OCompliesException: Requirement is not applicable.. (FOi212 installed. ®Does Not ONot Observable' UNot.Applicable Additional'Comments/Assumptions: 1 WNigh impact Tier 1) 2 ._ �� Medium Impact QTier�') l_owwr Nrnpact("l"ier ) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: page 3 of Section Plans alueVerified ..w FieldValuefoed �.,.. ..._p i..?. .__.Co # LFramingV/ Rough In Inspection Com he Comments/Assumptions & Req.ID _ 402.1.1, Door U-factor. U U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable i ❑Not Applicable 1402.1.1, Glazing U-factor(area-weighted U- U'_ ❑C'orrmplies ;See the Envelope Assemblies li402.3.1, average). !❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable i [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Com li�es Requirement wil l be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable (taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier „ ❑Complies Requirement will be met. [FR23]1 'installed per manufacturer's ;❑Does Not instructions. ❑Not Observable r „ 'i' ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. / // . '� it r iiii �f [FR20] is listed and labeled as meeting , ; �� ❑Does Not a AAMA/WDMA/CSA 101/I.S.2/A440 "❑Not Observable or has infiltration rates per NFRC �' ii ;400 that do not exceed code ,❑Not Applicable limits. lies [FR16]� sealed at houssed ing/interior ogr finish ❑DoespNot Requirement will be met. and labeled to indicate_2.0 cfm leakage at 75 Pa. ii ;❑Not Observable r '' ' of ^❑Not Applicable 403 3 1 'Supply._and recur_—. i ❑ p q d return ducts m attics ❑Com lies ;Requirement will be met. [FR12] ;insulated >= R-8 where duct is >` Does Not >= 3 inches in diameter and >_ ❑Not Observable ; ``� ,R-6 where < 3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for // ,' i diameter>= 3 inches and R-4.2 I i� for< 3 inches in diameter. ' �403 3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with Not joints/seams compliant with International Mechanical Code or ,, ❑Not Observable International Residential Code, as 1 ❑Not Applicable �appllcable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. x❑Does Not �� ❑Not Observable ' EINot Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- ❑Not Observable 3. j❑Not Applicable 403 4.1 Protection of insulation on HVAC ,. ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not :❑Not Observable ❑Not Applicable 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 4 of 9 scion _Re l Framing/ /Rough-lo Inspection Field fed complies? lids?. F..... ornments/A_s sum...pt..i_ ....................L—, ons ` e ,, _._. a�.._r 7 r7 Requirement will be met.P .a mat or raa ttyadampers ire ''ElComplies tFRI912 Installed on all outdoor air oes Not intakes and exhausts. ❑Not observable ; ONot Applicable , Additional Comments/Assumptions: 1 High Impact(TNer ) i+riedium impact' Tier N_ow mpact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename.: Page 5 of 9 Section Plans Verifled Field Verified insulation inspection Value Value _.? � " . n . . prtions Re 1D W _w..�,oma�m ll+�� ora�rrm �r�ts� sum.�...� 303d1 All installed insulation is labeled ❑Cplies Requirement will be met. (IN 3] or the installed R-values ;❑Does Not provided. ❑Not Observable i %EINot Applicable 402.1.1,-miFloor insulation R-value. R- R- ❑complies ',See the Envelope Assemblies 402.2.6 ;ElWood ^❑ Wood `,❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel []Not Observable '❑Not Applicable 303.2, Floor insulation installed per ;ElComplies Requirement will be met. 402.2.8 manufacturer's instructions and %❑Does Not [IN2]1 in substantial contact with the '❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ;❑Not Applicable contact with the top side of :sheathing,or continuous insulation is installed on the underside of floor framing and iextends from the bottom to the j top of all perimeter floor framing .members. � �_ , 402.1.1, Wall insulation R v Glue.If this is a R- R- ❑compl'ies See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;--]Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable # requirement applies(FR10). 303.2 Wall insulation is installed per ❑complies Requirement will be met. [IN4]1 manufacturer's instructions. �� ;%;❑Does Not °❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g p pact(Tier 2) Low Impact(Tier 3) 1 Hi h Im act(Tier 1) Medium Impact Project Title: 1355 Bay Home Road, Southold Report date Page 6 of29 Data filename: S 'ctiJID Plans Verified Field Verified .. .......� , .... ....... . ....,; _.�.-- m.,...��� _ Comments/Assumptions 402 Final Inspection Provisions Complies? # Value Value & l 1.1, ;Ceiling insulation R-value. R- R ❑Com lies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 303.1.1.1, ._�.__ Ceiling insulation installed per ;'❑Complies Requirement will be met. 303.2 manufacturer's instructions. El Does Not [Fi2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable i ❑Complies Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that ❑Not Observable ; extends over insulation. "❑Not Applicable ,m .. �... _ 402.2.4 Attic access hatch and door R- R- '❑Complies ;Requirement will be met. [FI3]1 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= i❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 40333 ❑Cordrplls' Requirement will be met. ...__ Ducts are pressure tested to cfm/100 cfm/10 _ [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a :[-]Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including :the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air ; handler enclosure. 4103.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection, 7,_ 403.3.2.1 ,Air handler leakage designated ❑Complies 'Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable t� � � � �µ � � �- g thermostats , .. ❑Campll � Requirement will be met. [f19]2 installed for control of primary ;❑Does Not ,heating and cooling systems and ', ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable ❑Com lies Requirement will be met. 403.1.2 Heat pump thermostat installed , ' „i�, , P q [F110]2 on heat pumps. El Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Exception. Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ','[:]Not Observable ❑Not Applicable 3 owwmp_c t(TierMe2dium Im acTe2)1 HIT h I mpact(Tier 1) 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 7 of 9 Section Plans Verified Field Verified . visions Value Value Complies? Comments/Assumptions �403.e ID7,7 # Final Inspection ion Provisions... _... _ _.._._.. .. . „w.w ...ee.e P -... ._....m„ w 6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed Y, ❑Does Not HVAC equipment meet efficacy l ❑Not Observable and air flow limits per Table P R403.6.1. �� ❑Not Applicable .mm. 403.2 Hot water boilers supplying heat " ' "Complies ;`Requirement will be met. [F126]� through one-or two-pipe heating �;�� ❑Does Not systems have outdoor setback control to lower boiler water, ,, ❑Not Observable temperature based on outdoor °❑Not Applicable temperature. 777777 403.5.1.1 Heated water circulation systems 77, OComphes Exception: Requirement is [FI28]� have a circulation pump.The Does Not not applicable. system return pipe is a dedicated ', ❑Not Observable return pipe or a cold water supply i pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for � circulating hot water system "';, ' i , pumps start the pump with signal for hot water demand within the occupancy.Controls / ' automatically turn off the pump " ;�� when water is in circulation loop is at set-point temperature and water ..._m...,� 1403.5.1.2...,.Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically ' , " adjust the energy input to the ' , ' '� � �❑Not Observable heat tracing t0 maintain th ❑NotApplicable e , it ,iiii� i, �'/� desired water temperature in the piping 403.5.2 Demand recirculation water ! ' !'�''❑Complies ;Exception: Requirement is [FI30]2 systems have controls that '''❑Does Not not applicable. ;manage operation of the pump ,' �� ❑Not Observable and limit the temperature of the ' ;❑Not Applicable water entering the cold water i/ 3.5.4 Draing to <= 1049F. in water heat recovery units „ ,i ,,,,' %„❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA i ❑Does Not not applicable. 655.1. Potable water-side r r pressure Toss of drain water heat ❑Not Observable recovery units<3 psi for ❑NotApplicable individual units connected to one or two showers. Potable water-side pressure loss of drain water i heat recovery units <2 psi for , ' i ,� .Individual units connected to i ,u, three or more showers. 76 404.1 90%or more of permanent /` Complies Requirement will be met. [Fl6]i �fixtures have high efficacy lamps , 1,, �'� ❑Does Not Q ❑Not Observable ON Applicable � � � --....... 404.04.1.1 Fuel gas lighting systems have '' � ' plies :Exception: Requirement is FI23)3 no continuous pilot light. i'� " s Not not applicable. [ El '' ❑Not Observable ' ❑Not Applicable _ 401.3 Compliance certificate posted. ❑DoespNot _ Requirementt .._ pwill be met. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium ImpactTie( r 2)) 3 Flow Impact(Tier 3) I, Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 8 of 9 i�'ians`Verified Fieidt iferii�ied Section ranrpiiast �ara �rasratiAssaa tion Mnaii in pecti+�o provisions ns value iieiee ct Cl Complies ec tarrement will be met. _ m . Ianufact .._ _.�_ _..m.. eiaani ►�anuais fear Cl'D�ar�s Nvt ai andwrater heating , Not Observable l systems have been provided. . � C N Applicable Additionai comments/Assumptions: 1 1 Viit impact iTaer 11 eiuvn Irnpait(T&er i la. i owa Acapat(Tiers i Report date: 06/12125 Project Tine: 1355 Bay Home Roars, Southold Page 9 aa'f Data filename; Efficiency Certificate . . Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 34.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 Heating System: Cooling System.:, Water Heater• Name• Date• Comments ADDRESS: 1355 BAY HOME ROAD, SOU rHOLD SURVEY OF PROPER 7 A T SO UTHOLD 0, A ��6• TOWN OF SOUT 1"0"LL N DRAIN A. SUFFOLK COUNTY, N. � ` GRATE° 1000-56-05-36 SCALE.- 1'=30 pl' + � ZONE AE 0. NOVEMBER 20, 2024 STONEEL. 6' A O � FEET.WALL vSTONE PATIOAr ZONE X R '4 HVAC UNITS (oGENERATOR `�' \ ON CONC.SLAB U/G. GAS ,�LL TANK; � Vr O� r COVERED — ZONE VE PORCH l ibs ZONE X (O ROSE S " RSA C.) A c. FLOOD ZONE � r LINE STONE (1? / STEPS 9 ZONE VE " FLOOD EL. 9' '' UNEZONE 6 STONE ARBOR OVER ��' VI') gfi STEPS STONE PATIO ZONE X �,�, AI ti KEY ' = REBAR ZONE VE µ O EL. 9' ® = WELL �I = STAKE v ' " J. 0''. 9 = TEST HOLE " , { 3 0 NMI WILD ROSE C7 �� o A � ! = PIPE o (ROSA C.) e W <v = MONUMENT = WETLAND FLAG FEMA FLOOD ZONE MAP FROM nRM µme . = UTILITY POLE MAPf J6103C0159H - 912512009 q J- CA 1 . N.Y.S. LIC. NC ELEVA 77ONS REFERENCED TO NA VD 88 0 N.YS. LIC. NO. 05; v PECONI ORS, P.C. AREA= 37,581 SO. FT. (TO TIE LINES) �� (631) 76;5-50 0 FAX (6, 1) 765-1797 o peconlcsurVe tiMum.net ANY ALTERARON OR ADD177ON TO 7N/S SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW � � P.O. BOX 909 PORK STATE EDUCA77ON LAW EXCEPT AS PER' SECRON 7209-SUBDIVISION 2. ALL 1230 TRAVELER STREET CER77F7CA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR �" SOUTHOLD, N.Y. 11971 24-1 COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 5 FREDERICK ROBERT WEBER SITE DRAINAGE: ARCHITECT DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) A HOUSE ADDITIONS 1009 sf x .164' Ram = 161.5 cf (1) 8' Dia. x 4' Deep w/ 169 cf Traffic Bearing Top Existing House has Gutters and Leaders Piped to Drgwells. w Proposed Additions to Have Gutters III Leaders Piped to Underground Drainage Structures as Sized Above. 8'0 Ring: 42.25 cf/Ft of Height Drgwells to have Traffic Bearing Slab Tops co, 9� 6+ O �G• �� Goo. ��ti coticS �,9 c�GFA —0 F--I o V 1 I°�� .�G QG• �� 1 s 9�9c��c A A� 9' AGE �sQ� l9 �9r c c O HN GR GORPRPERTY YER: �Q O �G \�� / DRAIN O ti BJ\\i�cF �'p n\ OQ F'f' CAROLE GREGORY Q Q GRATE !y ti SITUATE: SOUTHOLD �/ N� \�� ?F!c TOWN OF SOUTHOLD yQ Q �j / tip' ���P. ti �\ SUFFOLK COUNTY, NEW YORK �,�y SURVEY INFORMATION: ^� <1 ? 5 oo PECONIC SURVEYORS EXISTING\ a ZONE AE �\ 09�k SOUTHOLD, NEW YORK STONE �. �` EL 6 F SURVEYED: NOVEMBER 20, 202-4 O RET.WALL Q s ELEVATIONS ARE REFERENCED TO NAVD 1988 O� Q � GJEL V y� pO• �/ �!T \ GJN O�P�,P / \ ,rho°Q�P�° °otic, SCTM# 1000-56-05-36 <000 \ o� ,� c, LOT AREA: 3'1.581 SF lo, Yr ToN SOUTHOLD TOWN ZONING: R-40 �.-�` (NONCONFORMING: 20.000 to 39,999 SF) �� ) ;-___T` �`�� ZONE X YARDS: (PRINCIPAL SETBACKS) FRONT (Primary): •40' // I 5. :::::::�a'\\ �9! / ,�� FL000 ONE FRONT (Secondary): 25' rl U.: . ........... tiF SIDE (ONE): 15' :.i.QQi:. 1-- — --- / O AWE Off, RON i � :::::::::::�" / .� F � SIDE (BOTH): 35' ,. .... ....... .sA9 ' \ :::...... �: ::;•:::..r cb ::.. � c . / cl�ra`L REAR: 5 0 \ :o,,.:.: r. •;•;:•::. p ,moo 'o SOUTHOLD TOWN LOTS COVERAGE: 20% (MAX.) s : :: : ::. 4` .� y:::.. / 9 HEIGHT (MAX.): 35 . (2) STORIES \ EXISTING �"'x,':.��;. ......��:::, '1�: :�:. � / 2 \ U/G. GAS .�. .. ..... �:::.. / \ TANK •!i!:r°'.�' N5 e° �' '� ,� EXISTING ADDITION PROPOSED XISTING \ Q;y ;:_� •y 1 �� F q2,46 SF DRAWING TITLE: GENERATOR \ 1 Reloca �� e1 ��' v 00 I yF0 !A�!! FRONT PORCH:SE: 1416 SF 112 S1~ 2018 SF ON CONC.SLAB \ HVAC �� .. \S�� / ZONE VE cF •416 SF \ UNITS S. E��pRG� / �� SCREEN PORCH: 343 SF 3.43 SF EL 8' SITE PLAN 1 SIDE PORCH: 166 SF -80 SF 86 SF AROp ��� b 0 �' PATIO w/ TRELLIS: 691 SF 691 SF WILD ROSE ) 0 DECK STOOP 48 SF 48 SF ZONES X ���2C ,� F'GO�G� SFp (RosA c.)df GARAGE/COTTAGE: 1298 SF 1298 SF Io �' \ ''s < yr' rr Q SF& �-0. r TOTAL: ,o° �� / qc �� C 'i226 SF 140 SF 4966 SF �m ,y \ R'GJ' °� / �� FLOOD ZONE Foc \\ boy F �� � . • �j� Q�) LOT COVERAGE (EXISTING): 11.290 (PROPOSED): 13.2% SOP ieV STONE 1913 YARDS: (ACCESSORY SETBACKS) \ KS�y sTEPs/ 9• / �� (LOT SIZE: 20,000 TO 39,999 SF) JOB. \s / �• RENOVATION/ SIDE d REAR: 10 (18 HIGH)ZONEVE � ) '�� • `l000 ZO, SIDE it REAR: 15' (20' HIGH) ADDITION: SIDE d REAR: 20' (22' HIGH) GREGORY 9 un,E MAXIMUM SIZE: 1200 SF RESIDENCE �P�°` 5\�� \ ; STONE 69 1355 BAY HOME ROA STEPS 2' 62 GROSS FLOOR AREA ALLOWED: 50UTHOLD. NEW YOR 0 TOWN OF 50UTHOLD BUILDABLE LAND: 31,681 SF 5UFFOLK COUNTY, NY GROSS FLOOR AREA ALLOWED: 4918.5 SF 5CTM# 1000-5L-05-3L ZONE X Off- / Q �. 4V (TO 40,000 SF = 4350 SF + 1581 SF x 1.5%) %'�� ootio% ��`� A,� GROSS FLOOR AREA CALCULATIONS: ARCHITECT: rj % 4V EXISTING IST FLOOR: 1246 SF FREDERICK R. WEBE _ EXISTING SCREEN PORCH: 343 SF 41 EAST MAPLE ROA D / GREENLAWN. NY 1114 EXISTING 2ND FLOOR:(Includes 13 sf Upper Atrium) 903 SF X/1 �1� J� 9� E ISTING ATTIC SPACE: 354 SF 52NOCPTH 0 ZONE E WATERllgl FTAL EXISTING GROSS FLOOR AREA: 284L SF / • EL 9 4 d '(O v ADDED IST FLOOR: 112 SF TEL 631 154-5555 (12 CV TOTAL PROPOSED GROSS FLOOR AREA: 3618 SF fweberarchitectsgahoo.com 0 �i h �P SEAL: Fpc WILD ROSE A �0 (ROSA C.) O41 o 13" CP DRAWING SCHEDULE _...._. DESCRIPTION O°� J S I T E PLAN Al SITE PLAN D A2 FOUNDATION PLAN REV.: Dc� ep v I" = 2 Q'—Q" A3 IST FLOOR PLAN w/ Addition DATE: N 5 � Ju E S. 2025 �.� ADDRESS: 1355 BAY HOME ROAD, SOUTHOLD A4 2ND FLOOR PLAN (Existing) ��• O A5 ELEVATIONS (EAST/WEST) SCALE : I" 20' AL ELEVATION (NORTH), SECTIONS JOB NO: w20240L Al FINISH SCHEDULE/ TRIM DRAWING NO. A8 CODE DETAILS SI ROOF FRAMING (IST FLOOR) El ELECTRICAL IST FLOOR PLAN A I OF A8 FREDERICK ROBERT F————— —————---—————— ——————————————————— WEBER 221-00 12" P. Conc. Found. Wall (w/ 4" Brick Ledge) wl (2) * Bars ARCHITECT Top i Bottom Horiz. 44 Bars 32"oc Vert. on New 22"x 10" P. Conc. Ftg. 0 i i oICRAWL SPACE M i wl (3) 45 Bars (Tgp.) New 2" P. F- Conc. Slab I4IIxI 4" Conc. Pier Z: on 30"x30"xI2" P. Conc. Ftg. W/ (3) 45 Bars, Each Wag -101 120-4#* 4" -Drop Pier < for Girder r -,i F (3) 9 1/2" 1 VL Girder New Wood Stoop "t St eg' Piers -10,10 Conc. ,•M ~�J " (2) 0. IS 0L _J -00 L for Post Support 1,2`01 II 1.1 iv (3' Below Grade- Min.) New Fan Coil II C; r -all 0) I I12#-19' -()[Foot WExit91,JiLg 1 II 4' r From :j > I I I _0 0 II< New 2x6 (N D.J., 14 oP� 0 LL 62'-0l1 -,6. 12'-,-V 2#-8" T_8" T-8 Z: 21-0 6 6 is,-on Existing Water ------------- 1 (2) 9 1/2" LVL Service (2) 9 1 2" LVL -------- - 14, L--Jl I - 171 z4- 4" Brick L r Shelf FI Ht New u- New CRAWL 51-ACUI Existing 2x? D.J., 10 oc EX15tin () Crawl Space�o :�" I Cr Existing X -1 12" P. Conc. Found. Boiler Access c4 New 2" Wall (wl 4" Brick L dge) [CRAWL SPACE U 0 Conc. Slab w/ (2) US Bars Existing Steel Column w/ Top ( Bottom Horiz t Existina Conc. BI. x 44 Bars 32"oc Ver . on 001 611-41,t, I I P. Conc. Slab LU 8,,X8,,X3/4" C-1 0 Ctlou Crawl Space Bearing E .1 22"x 10' P. Conc. 'tg. r -r--i M Found. Wall wl (3) #5 Bars (T r 9p (a).Al/2"s LVL Gird�e 4 L r j - ----I- - i. M Existing P. Conc. ..... Bsmt. Found. Wall L L Existing (2) 2 x8 rder 200 Amp 81, bo Gi Crawl Space L_ Con�' , Pie Electf ical _;'4,1 Access Smoke, Panel C14 z on 30"x30"Z" q P. Conc. Ft wA 11 DRAWING TITLE: CO E) (3) sty B a , Each Wbu-1 Existing ;0 FOUNDATION Sanitar� C14 Remove Found. W0.1 ...... Footing P. Conc Slab Floor Finis New LL: Ln ---------- - ---I so-On --------------- —L—A r (3) 2x8 Gird&r I X -—-—-—-—--4. —1.__0—1. . .31— 1 1 1 = 1 C) L-.--j L _J a 1 0 " JOB: Exiatntg- T fireplace N 1 RENOVATION/ Existing 4x6 Girder Bd5e 4x6 Girder 1 O GREGORY ADDITION: ------ T Cr L---------- Fin/Coil RESIDENCE Existing Porch ung 1355 BAY HOME ROAD Piers/Footings Ln 11 ri om F.j SOUTHOLD. NEW YORK _40 1 P" 90 L 0' 81-In TOWN OF SOUTHOLD r -i L SUFFOLK COUNTY, NY I : -1 r n r SCTM# 100 I Existing (2) 2x8 I Girderl 0-54-05-34 ------ -------------- ..... NOTES: -3 Existing 1 1 1 0X0 ARCHITECT: r-.j L _I L J C14 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 1BASEMENT1 KP PARALLEL PARTITIONS AND AROUND ALL OPENINGS. FREDERICK R. WEBER Existing P. x Existing 2x? D.J., 14" oc Conc. Slab 41 EAST MAPLE ROAD 2- CONCRETE TO BE 3000 P51 AFTER 28 DAYS. GREENLAWN. NY 11140 3- ALL STEEL GIRDERS BEARING ON P.CONC. 52 NOYAC PATH Existing Existing FOUNDATION WALL TO HAVE 4"x4"xI/2" B.PL. WATER MILL. NY 11914 Existing P. Conc. Crawl Space JUNEXCAVATED (UNLESS OTHERWISE NOTED) Bsmt. Found. Wall Access 4- ALL COLUMNS TO HAVE 9"xI0"xI/2" B.PL. TEL 431 154-5555 (UNLESS OTHERWISE NOTED) fuieberarchitect9gahoo.com 5- STEEL SHALL BE ASTM A-36 (EXCEPT ' S ExistinConc. BIJ zn 4� PIPE COL WHICH SHALL CONFORM TO SEAL: Crawl Space x ASTM A53 ROUND PIPE). STEEL WORK SHALL Found. Wall CONFORM TO THE LATEST RISC SPEC. PROVIDE FOUNDATION PERIMETER DRAIN TO CONSIST OF Existing LANDSCAPE FABRIC: OVER LAYER OF GRAVEL AND 0 I X 6" DIA. PERFORATED PIPE. PIPE TO DRYWELLS.CRAWL SPACE C4 L T 0 Existing I— ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. P. Conc. Slab W REV.: Existing DATE: JUNE S. 2025 JUNEXCA SCALE : 1140 - 1'-0" 07 T S JOB NO: w202406 A p !2 x A6 w DRAWING NO. FOUNDATION FLAN NORTH 1/4" 11-011 A2 OF AS aED]1 New Brick Veneer 2'-0 2'-0 3'-0" 2'-6" A6 3 0" 2'-6" 3'-0" on New Foundation Wall Above Grade x ---- FREDERICK \ �, ROBERT 6" WEBER \ M ARCHITECT \\\ WINDOW SCHEDULE Unit Model # R 0 Area Egress O }----New----------� of © Or O Opng '-" �� FAMILY ROOM `\ `" m ® ADH3044 3'-0"x 4'-4" No (Oak) �\ / \ © ADH3054 3'-O"x 5'-4" Yes w AAN2624 2'-6"x 2'-4" No / •' I \` 2'-8" 2'-9" 4" O ADH2444 2'-6"x 4,-4" No 30. 3 \ in _ O AAN2020 T-O"x T-O" No <r ORails to F 2'-0" 3'- 4'-4x 21 „� 4xv 9'-0" New IV [X-O" Match °D „ it 32„ Front Porch Model Numbers Refer to Andersen A-Series, O M I HA A"� "Storm Watch", Impact Resistant Glass, PG 10/10. V 1 O New 30" =v Low-E4 w/Argon Glass, Simulated Divided Light v 1 N EO �,, BEACH B H I = Pocket `I W BOO (Tile) I j Door o O - New 5 -4 4 3 -4 O on Existing Exiting Foundation ck r O - p E �� - - - - - - - - � I ' i° LAUNDRY New l3 II' 9 :9 Tr ad Wall Above Grade iti I I (Tile) STOOP - New Brick Veneer 1 er 1 IECaoxnet nter p w/ on ew Foundatin bove 15/4x4 Ipe 3�-0" 3,r - -p" = 3'-O�� 72" Wall Above Grade _ _ otl Decking) (To Match) C'+ helves/_- Co tertop 1 D Load W 32" ocket or O A A -_ - - - - - - - - - I _ - - - - - - _ - - _ _ - - - - _ - - DOOR SCHEDULE \ pn\ Rep p New Uppen/Lowe - _ I- -.9 - New Upper/Lower_ _ Cabinets t L tertop (7a�nets t Eountertop - II ' \` O PA ICY Q3 - Unit Model tt \ \ i - - J II Width t Height \\ 4l x r_Ox x \ , n `\� (Z I 4" II'-4x / 4rr , .•• 15,_6x II / u it r_ x , x n I "Marvin" USFD6010-XO Clad 6 I I/8 x 1-2 I/4 (R.O.6 O Sliding French Door w/ Screen 21'-4" (Existing) F3 1 1 1 �i Mudroom Door _ " _ " 9'.8„ (Existing) 2111��,' = O "Simpson", Model 1598 2 8 x 1 0 (Door) W -O" \ Existing , ; ;9 11� Custom Built C buret ® Oi \ Optional Expanded Below Windows ith \ Pantt g I--1 \\ Countert DINING AREA /.111 1 Full Height Cab nets LEE - --- / E on Both End f r = \ `r I ' _ oP / v 1111 Model Numbers Refer to "Marvin". Ultimate Series, \ Existin Existing ,' "` ion = „ I Remove I / W i u i Dining Rm. St age i----- �Refr�g. / Island I 1 Skylight y Clad, w/ Low E4 Tempered Glass w/ Argon �\ PO \ I Additi I - I� !_____-'I 1 O Impact Zone 3, DP 50/65 \ F----- \ / " 7--�— \I 4 r ® i i 30 --y/ Existing-U�s t' Bea Srze? __ i t Re v Existing_Window�t_Wall 1 1 m o0 or "Simpson" Performance Series, Douglas Fir w/ 30" _ ---------- -�0 --_ --- - - - - - - - � i UltraBlock Technology t Water Barrier (Painted) 0o x -� c, I ,New 4'x4"x3/8" ` ' 3 _6rr 2'-p" 3'_1" 2r_2,r 3' 1" 2'-O"� I�-6" StFel Column 12'-g" \\ II i I'-8" Verify Operation Existin \ �I O O Island 0 111u Remove�cterior Windows t 11'` i �` ' DRAWING TITLE: " , x `\ I c+l 4 1�� 4 Wall Down tin 3-4 Height, 1 -� 1 ii Provide t Inst4l New Raised Existin 11 IST FLOOR U Existing Sinkcn i1u Countertop for Stool Seating i1 \\` _ FOYER KITCHEN o I i r , M4 r_ ICI r----� --I Existing Cabinets = a- a- 1 i11i I Remove I `� o Counter ops i- , r v Applianc s -J a- O z 1111i Skylight \\ 11 1 \\ x I x , u ,_u n x r_ r_ x _ >-u ►n � i 30 ocket oor. 2 -8 6 1 5 10 10 3 0" 2 2 Column _ 2'-5" 4'-9" 4" 10'-01, into ShingleagWall 8'-I" JOB: Existin RENOVATION/ I _ ADDITION: ..... ..... ......... --=-- Existing REAR PORCH Ln o GREGORY m STAIR -----, a- Existing ______________-,Up I (Bluestone) I i RESIDENCE FRONT PORCH w I I ........ Existing a, Raised Ceiling (glue) t I 9 -1 I 5 -10 I 1 -11 Window (D Sk Ir ht To emain 3 5 BAY HOME ROAD I y g SOUTHOLD. NEW YORK (Wood Flooring) eat I ExistingColumns I I L I t Scren Panels SU FOTOWN LK COUNTY, NY F 5OUTHOLD I I I Open to Above I -------- SCTM# 1000-54-05-3L i ---- "- ARCHITECT: � / I 6'- 10'-10" ,' ,' I FREDERICK R. WEBER 3 I J 41 EAST MAPLE ROAD L-- ---------------- /' /' I GREENLAWN. NY 11140 El �' =o Existing 5ELPHIGREAT ROOM WATER MILL. NYII91L , to � ' � I , , I M I TEL 431 154-5555 --- ZOO. s --- ---- -------------- I / Exitin fweberarchitectayahoo.co ----=- -- / g /� I m I ---- --- -------------------- ' _ ------ \ �/ SCREEN PORC I ------(Bluestone) -` SEAL: SQUARE FOOTAGE: IN FAMILY ROOM WING: 684 SFDINING ROOM ADDITION: 188 5Fa- ADDED LIVING SPACE: 112 SF c I t 1J rn � �' \\ I DECK STOOP: 48 SFin ` ' / UJ \ / X \ / \ I / \ I L-------=---------------=---------------=------- Existing Sliding Door Existing Sliding Door Existing Sliding DoorN\)V REV.: 241-01, DATE: JUNE 5. 2025 SCALE : 1/4" - 1'-0" JOB NO: w20240L A . A6 DRAWING NO. IST FLOOR PLAN_ NORTH Existing 1/411 TERRACE (Bluestone) 3 OF AS A AL FREDERICK ROBERT WEBER �01 le ARCHITECT New Ridge �y Overlay Roof W ---------------------------------------- New I-Stor Roof r Q E 70 d (Q fp Addition ------------------- ------------------- (D I / ' I I I I i I Remove I I 15k9light � I I , New I-Story Roof y I DRAWING TITLE: d/ I. ' 2ND FLOOR BEDROOM 21 r------ ., I (EXISTING) _ I I Remove ' Skylight L ———— CL. --------------- O JOB: Existm RENOVATION/ Porch Roof I I Existing ADDITION: `------------I Porch Roof GRF=GORY E>nstmg RESIOENCE 1355 OE Skylight SOU HOLD. NEW YORK uP 41 TOWN OF SOUTHOLD Open to SUFFOLK COUNTY, NY _ Below —————————————————— SCTM# 1000-54-05-3L ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH BALCONEY WATER MILL. NY 1191L Dn TEL 01 154-5555 Exist Screen fweberarchitectmyahoo.com Porch Roof 7A SEAL: BEDROOM I 01 j s CL. O REV.: DATE: JUNE S. 2025 SCALE : 1/4" - 1'-0" NOTE: NO CHANGES TO 2ND FLOOR PLAN. JOB NO: w202401. A AL DRAWING NO. 2ND FLOOR PLAN NORTH A4 OF AS FREDERICK ROBERT WEBER ------------- -- -- --------------- PROPSED I-STORY ADDITION EXISTING HOUSE STRUCTURE > ARCHITECT i 12 0 'Hu ' 12 ` 10 ' Ex Ex � rT, I I II I I 1 II I 10 I I 11 I I I I II I II I \ 12 ; Ex ; Ex 12 2 1/2 Ex Ex ; ; Ex Ex ' 2 I/2 II 11 , V 1 Roof Butt IIIIIII ---I_—- ---Ix6 Fascia Bd. w/ Copper Gutter -----------------'--_—aIIIIIuIilIIIFIIII�II fIIII=-_—_--_-_-_-_-----_-_-_\--_-_-,-- -__-�III IIIIIIIiII—-=-=-=-=-_E-_X-_--_-_-_-_-_-_-_--_-_-_-_-_-_- (To Match Existing) 2x6 Outrigg ers w/ Profile, 24' oc [EE IxIO Frieze Bd. (To Match Existing) I —Windows w x LL-111 I PVC Casin (T .) e ear i e n es to In -4I r---_--_-_--_-_--_E-x_--_-_--_-_--_-E_-x-_-_-------tIIIII -- i-I I I II I II 5-21 -----------------IF --------------- ---- ----- I I Iii H 11111 il 11111111 111 1 II I I I IIIL New Brick Veneer w/ Bluestone Cap I I III I I I I I I I I U I on Foundation Wall Above Grade I I U I I I I I I I I I (To Match Existing) I I I I I I I I I I I I IL------------- --------------J L---------=---------J L------—---------- II II II II j j I I II I I I I J L—_J L__J i I it j r=====___________ —L, I I it I I L__J -----------------------I—J----------------------------------- JI -------------- _ ________________________________T_ _ ___—_____----L J T L_� DRAWING TITLE: JEST ELEVATION- ELEVATIONS JOB: RENOVATION/ ---------------- - -- -- ---------- ADDITION: GREGORY EXISTING HOUSE STRUCTURE < PROPSED I-STORY ADDITION > RESIDENCE I 1355 BAY HOME ROAD SOUTHOLD. NEW YORK 10 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 12 SCTM# 1000-54-05-34 ARCHITECT: 10 Ex �, ,� FREDERICK R. WEBER -' 41 EAST MAPLE ROAD p GREENLAWN. NY 11140 I II II , 52 NOYAC PATH i 12 WATER MILL. NY 11914 I II II , I II II , 10 TEL 431 '154-5555 I II II I I II II , Pweberarchitect9gahoo.com I II II , Ex Ex ; ; Ex 12 1 " Existing New Overhang New 'Sweep"2 I/2 Overhang to Match 12 SEA�L:Overhang to Agn •`,='-: -1 �. Q r+'— --— —— —— —— —- -———— 'd— �—————————————— -- --- ------ — L--————------- ————————————————— /if •� a, Is t�Jp !•1� W ; ———————— II I II IJul u II II I I I Existing I I Screen ——1 1 I ® I I A ® I I I I I I I I Porch I II I I I I I I I I I I I I I I I I II I II I e e an i ewa m es I I I I I I to atc kistin I I Windows w X I REV.: I I I I I I I I I i I PVC Casing: I -- _—_—_ — — — — -- — — �— I_ ___=�1— --- — ____— - -— _1 —.E ' -- --- L- , --- - - -- ---------- ----- - ---- - ®® - -- ---- DATE: DUNE 5. 2025 ------ -—— —— —— ——— • N NZ 1 N I I SCALE I I I I I I i I i III I I III New Rail t Lattice I I New Brick Veneer w/ Bluestone Cap III JOB NO: w202404 I I I I I U I PROPSED I-STORY( :DINING ADDITION > I U (To Match Existing I I on Foundation WWII 'Above Grade I U Front: Porch) I I (To Match Existing) I I I I I I II I II I I I I I I I I I I DRAWING NO. I I I I II I II I I I I I I I I I I , II II I II I I I I ---------- -----J L—————————=—————————� �------------- - ———————— ——————— —————— ---------- - ----- -------7------ _ _ _ _ _ _- J L L_ _ _ _ _ _____ -- J— I L--i I I II I II I I IL------------- ---'------' ------------------L_j----------------------- r'— r—————————— —T————————————————————————————————r-—-1 L--J T---� L_� A 5 EAST ELEVATION OF AS 1/4„ = I$-01' FREDERICK Existing Brick ROBERT Chimney WEBER ENERGY CODE: COMPONENT COMPONENT REQUIRED PROVIDED ARCHITECT GLASS: U .32 U .29 SHGC .40 SHGC .21 CEILING/ROOF: R 49 R 49 12 Existing Wood (If Joists Lack Depth) R 30 R 30 10 Roof Shingles FRAME WALL: R20 R21 FLOOR: R 19 R 19 r � BASEMENT WALL: R 10 (Cont.) R 10 (Cont.) W R 13 (Cavity) R 13 (Cavity) WINDOWS: ANDERSEN "A" SERIES LOW E4, Simulated Divided Light ' p WALLS, CEILING/ROOF: CLOSED CELL SPRAY FOAM, R1/Inch FLOORS: 6" "Roxul" or F.G. BATTS 12 BOX SILL: 3" CLOSED CELL SPRAY FOAM, R1/Inch10 Jill ---- 12 Ex x e e n re e I..�� 2 1/2 1 -1= —�_ Existing Wood - --------- oo --in es -- LIT------------- - Roof Shingles - - - - - - Existing Ix6 Fascia Bd. New Tapersawn (Pressure W Treated) Red Cedar g - �- - - -- -! _- --- ----- -- ------- w/ Copper Gutters Roof Shingles, 5/8" Butt ________ __ __ __ _ __ P I I I I I iH U U 0 d HI i I New Ix6 Fascia Bd. g 12 to Align t "Ventrid" Under Copper Roof Shingles I I I Existing Trimmed Porch Gutters to Match 10 I i I i I I Full Adhered I C C C C I Header to Align w/ I Underlayment I I I I I New Frieze B . I I I i I i I I 5/8" Plywd. Roof Sheathing I I (A I I® ® I I Windows w x I I 2x8 R.R., 16"oc I l i i PVC Casin (T ) Existing Porch t Rail 1" Closed Cell I I I iRed Cedar Sidewall Shinciles I I _ Spray Foam (R49) Self-Adhered Polymer I I I I Ell " "'`: Ice t Water Shield_ Modified Bitumen Sheet I I I I I o I I i I I i 2x8 C.T., IG oc "� � Roof Perimeter Extending 24" Beyond Inside I I I I "Sweep" Blocking Face of Exterior Wall 71 ---- — IBEE 12 Hurricane StAaps on I I i i i I I All, Roof Rafters W 2 1/2 III I I III New Rail ( Lattice I I New Brick Veneer w/ Bluestone Cap I I Existing Lattice I I I U I I I U I to Match Existing I I on Foundation Wall Above Grade I I I U 2x8 R.R., 16"oc I I I I I I I I I I I I I I I I i l I I I I I I Copper Round Co er Gutter I I I I I L-------------- ---J ------------- -- ---------- -------------------� L—— —— —— -----------� I Ix6 PVC Fascia Bd. J, J ti—————————————————————————————————————————— L—— —————————————— L FL Ix6 PVC TtG Soffit 2x6 Blocking, 24" oc NORTHELEVATION- 5/4x►O PVC Frieze Bd. DRAWING TITLE: 5 I/2" SECTIONS Existing EXISTING HOUSE STRUCTURE —> < PROPSED I-STORY ADDITION Roof Rafters 12 12 j JOB: 10 Io RENOVATION/ ADDITION: Existing j GREGORY Roof Sweep j 2" Closed Cell Spray Red Cedar Shingles RESIDENCE New Ta ersawn (Pressure Foam (RI4) t 3 I/2" "H droGa " Self- 1355 BAY HOME ROAD p 3/�4 2-2 �4,, I Treated) Red Cedar Unfaced F.G, Batts (RI3) P Existing �- Roof Shingles, 5/8" Butt Adhered Housewrap SOUTHOLD. NEW YORK 2x8 F.J. 16"oc "Vent rid" Under 2x6 "Studs, I6" cc 5/8" Plywood Sheathing TOWN OF SOUTHOLD 2x10 Ridge, Roof Shingles 5/8 Gypsum Bd. SUFFOLK COUNTY. NY r Strap Rafters Fully Adhered SCTM# 1000-54-05-34 Existing 2x8 j over Ridge Underlayment Outriggers, 24"oc 12 5/8" PI wd. Roof Sheathing ARCHITECT: CC$ Copper Gutter I y g j 10 2x8 R.R., I6"oc 1" Closed Cell 9 1/2" TJI 230, 12"oc FREDERICK R. WEBER Wood Shingle Spray Foam (R49) " " 41 EAST MAPLE ROAD Existing Existing Existing tr 12 Roof 3/4 Plywd. Subfloor New 3 Closed 12 GREENLAWN, NY 11140 BEDROOM 1 BALCONEY BEDROOM 2 r 2 jI/2 Ice i Water Shield Cell Insulation- ::;: 2 1/2 Roof Perimeter s "Box" Sill 52 NOYAC PATH ........... ......................... ........... ............ ............ ............. ... :;:.:: :: :.::::.::. ::::.::::. .:.::::.:: ::: ::::.::.; �: �::.. Hurricane Straps on :ss:''.` WATER MILL. NY 11911, Existing Ov lay Ov lay `' -_-_ _ -_-- - I'-8" All Roof Rafters 2x8 F.J. 10 c Open t,o Below Existrn Roo Roo (2) 2XIO Sill E, (Pressure Treated) t R.R. t C.J. `;" Copper Termite Shield/Sill Seal TEL 431 154-5555 --- 2x8 Blockin f b h ;;.. Eave (Typical)• "-- --- --- --- --- - we erarc itec oocom Existing __ ----- -------- ---y---- Ix6 PVC Fascia Bd. 6" "Roxul" Insul. P g t a Girder I I New GWB --' V2x8 C.T., 16"oc All Floors for o o Bluestone Ca (Match Ewstin ) y Ix6 Ti G Ix6 PVC TdG Soffit Flame S read i ' I 5/8" x 16" Anchor Bolts, 32"oc " " „ „ " 2x8 Internal R.R:, I6"oc P "I 8 4 9 -8 8� 3 -10 17 3 - 5 9 -8 4 9 -6 UPP r Upper 15'�0" Ceiling 6" 5/4x10 PVC Frieze Bd. Insulation (R19) ;I q " " w/ Square 2 x2 Washer SEAL: Cabinet 1/2 Round Copper Gutter I Bearing Wall w/ 2x6 Blocking, 24" oc I i� c' I I N a I I New New 1/2 Plywood on New I i Brick Ledge, I I 25'-3" 5" = 19'-6" (f) Side for Shear M Walls (T Ical): 8"I `� Brick Veneer Existing Existing LAUNDRY HALL 6 Roxul FAMILY ROOM p I r " " ' Red Cedar Shingles I w/ Weep Hdes a �` 'r{1' f.. �, , t (Tile) (Tile) (Oak Flooring) oo GREAT ROOM Existing KITCHEN Existing Isla New W/p Sound Proofing "H droGa "� Self- II y ppj ; I I Cabinet New Tile Cabinet Adhered Housewrap I d Existing 9 i/2 TJI 230, 12 oc " I I xist g Floonn Existing -+ 5/8 PI wood Sheathing -- I I 2x8 F.J. 16"oc Top of Existing Ist Floor El +10.9' 9 2x10 F.J. IC'oc 3/4" Plgwd. Subfloor y 2x6 Studs, 10 cc I 2" Closed Cell Spray Foam (RI4) il. 3 I/2" 12 P. Conc. Found. Wall Existing Existing (2) Existing Existing (2) Existin t3) 9 I/2" LVL 6" "Roxul" Insul. New �^ •* I " 2x8 Girder 4x6 Girder 2x8 Girder New 3" Closed i Unfaced F.G. Batts (RI3) CRAWL SPACE CRAWL SPACE All Floors for CRAWL: SPACE 8'I 4" i ``� 5/8" Gypsum $d. I #4 Bars 3 Bars Veri/Horiz. En < Steel P. Conc. Pier Flame Spread t Cell In ulation i Pipe Col. Q- _ I Insulation (R19) "Box" SIII in 9'-4. 8" 1'-0" 5'-4" 3'-1" 9'-3" 8" -��- 8'-10" 10'=0" I10' 14'-2" � '1o. Sill (Typical): ' Existing '- New 2" t,- I Brick Ledge, (2) 2XIO Sill fE, (Pressure Treated) t New 2" I i " REV.: Existing O n I I Brick Veneer I #4 Bars 32 oc Between Existing Chimne i P. Conc. Slab P. Conc. Slab I Copper Termite Shield/Sill Seal P. Conc. Slab o I o BASEMENT y _ I .I. w/ Weep Holes Bluestone Ca 'I Footing t Found. Wall P. Conc. Slab i p (To Match Existing) DATE: DUNE S. 2025 • 5/8" x re Anchor Bolts, 32"oc I 22"x10" P. Conc. Footing SCALE : 1/4" = I'-Om Existing �_�——J� w/ Square 2"x2" Washer P. Conc. Slab _ __________________________________ o -o o w/ 2" Keyway and (3) tt5 Bars (Cont.)i Foundation (Typical): JOB NO: w202404 ----- 12" P. Conc. Found. Wall w/ (2) #5 Bars (Top) i DRAWING NO. 8" 24'-8" 8" 9'-8" 10'-O" 16'-0" 44 Bars 32"oc Vert./Horiz. #4 Bars 32"oc Between Footing t Found. Wall 22"xl0" P. Conc. Footing S ECTION AA w/ 2" Keyway and (3) tt5 Bars (Cont.) 1/4" = 1'-0„ A6 OF A8 F I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS FREDERICK ROBERT w w �7 U °� o °' m z to z v WEBER t� co �: Q ~ C'3 ii mu W > tt De rn z Z Q Q W W Q U Q z 0 m N S m cn Q � t� OD O Q cn O J OC a0 m co ]L W W m W Z '—` ~ y U O z W N ¢ ram— ¢ w -1 _ \ i 0 p `r' o U w [A z z w x W U z c� o m '=- z �7 U u► ARCHITECT �L O W W W Z J Q Z 00 Z Q Z w H Z Z fL ~ W U N N 4 0 = W .� 0 0 2 O O � O ¢ ¢ W CA& 2 p W O \ O � t— �- 0 B U :c U co Z U z r z l� M3 � > s F ►— U) cf) U C� X > z LU cO HALL ® ® ® LAUNDRY ROOM ® ® 8 ® ® ® 8'-0" FAMILY ROOM 01 ® ® ® Varies NEW BATH ® ® ® 8 ® 0 ® 8'-0" W PANTRY 101 8 01 © 8'-0" KITCHEN ® ® ® ® ® 1 0 8'-0" DINING ROOM ® ® ® 8 ® 8'-0" O W FOYER O O 01 O O 1 1 1 1 1 8'-0" w 1L POWDER ROOM O O O O O 1 1 8'-0" 2 3/4" 4Z GREAT ROOM O O O O O Varies I 111 11 1 1 1 1 1 Ir FRONT PORCH O O .01 O Varies SCREEN PORCH O O O 1 O Vanes " CROWN I I IN 1/2" CROWNW REAR PORCH O O O O Varies l/�'� CROWN DECK STOOP O O O O FULL SIZE FULL SIZE FULL SIZE MAIN STAIR 101 BASEMENT STAIR O p[ UPPER HALL/ BALCONEY O O 1 1 O 00 10 O OBEDROOMI O O O 00 O -1 BATH 1 O O O 001 O 1 O BEDROOM 2 O O O 00 O r Q BATH 2 O 01 1 1 O 1 00 O O w tY BASEMENT/CRAWL SPACE O O O O O cn ® NEW FINISH OR REPLACED FINISH O EXISTING FINISH TO REMAIN DRAWING TITLE: (Protect During Construction) FINISH SCHEDULE TRIM BACK BAND JOB: RENOVATION/ ADDITION: CAP CAP CAP GREGORY RESIDENCE MOULDING MOULDING MOULDINCs MOULDING 1355 BAY HOME ROAD SOUTHOLD. NEW YORK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY COVE COVE COVE COVE 3/4„ SCTMX 1000-54-05-34 BACK l/g�� l/ ARCHITECT: 4 BAND iv N \ 3/4" 3 1/2" 1 FREDERICK R. WEBER WINDOW II A I I I ' BASE CAP = 41 W I �1 D O W _� 5/8' S/8 Ixg HOP 5/8 V-GROOVE � GREENLAWNPNY 111�O 3/4 \ WAINSCOTING Ix6 HORIZ. Ix6 RO o0 HEAD WINDOW / DOOR GWB GWB W/ NICKEL WB VERTICAL — 52 NOYAC PATH y JOINT BD. (OPTION WATER MILL. NY 119"14 Half Full Size CASING— T I P. W/ BEAD) 3 STILES TEL 01 '154-5555 Half Full Size STILES 9. 1 fweberarchitect9 afioo.com RAILS FACE OF rA/ ° WALL > SEAL: _ GYP. BD. 3/4" d r R. BASE CAP v 'C V � VENEER PLYWOODU _ v PANEL 4" SQUARE EDGE Note: m MOLDING TO BASE UNDER Where Window Sills — MATCH DOOR CLOSET SHELVES, Occur Directlq cn PROFILE CABINETS, ETC. Above Countertops, 00 1/2" 1/8" 1/8" I/ " Eliminate Casing and — Extend Backsplash to l/4 WIDTH AS REQUIRED 1/4 REV.: Underside of Sill C4 WINDOW SILL- WINDOW 3/�4' \ CASING l/�' 3 � 3 � I" 1" OATS: JUNE 5, 2025 SILL MULTIPLE UNITS Ix6 Ix6 /4x6 BASE ELEVATION BASE BASE BASE BASE SCALE : As NOTED 3" = I'-O" Half Full Size Half Full Size SHOE JOB NO: w202404 MOULD DRAWING NO. SHOE SHOE SHOE SHOE A7= m PANELINGHORIZ. VERTICAL gas BASE (Typical) 4 " BASE (Typical) WAINSCOTING BOARDS BOARDS 3/4" OF As Half Full Size Half Full Size Half Full Size Half Full Size FULL SIZE FULL SIZE SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS / 2 x 6 TIE EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE HURRICANE CLIP Rafter to Top Plate (Toe-nailed) ROOF FRAMING 3 - 8d per rafter WEBER TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot W Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed 2 - 16d 24" o.c. 0ALL (Face-nailed)CLIP NAILED. FROM PROVIDE 8d COMMON METAL STRAP Header to Header Filed RAFTER TO STUD. - NAILS 9 9" O.C. AT ALL JACK POSTS ) 16d 16" o.c. along edges w/ 'f - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 6d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud W WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,End joist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP PLATE. 4 - Sd NAILS TYPICAL FLOOR FRAMING I--� �MST31 METAL STRAP JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist NST21 8 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end W EACH END - TYP. SIMP50N MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot DOUBLE TOP--' PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER BEAM - TOP 1 BOTTOM. Structural Panels 2 x 6 OIL" O.C. 8d 4" o.c. perimeter zone STUDS = U SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP # panel , 12" o.c. interior O BOTTOM 8 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ �(0 8d NAILS TOP t - WALL SHEATHING T BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) v Fiberboard Panels SIMPSON LTP4-Z W/ I - I I SIMPSON LTP4-Z W/ (0 8d NAILS TOP t (0 8d NAILS TOPE 7 /16" 6d 3" edge /6" field /BOTTOM 8 32" O.C. _'' FLOOR JOIST = BOTTOM a 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE 8d NAILS 8 4" O.C. TOP OF FOUNDATION G " " = sum Wallboard 5d - 1x _ � .. .. .. (SHEATHINGTO LAP SILL PLATE) .:•. .:: .;. .•:... .. : ... : : -:• • .•..•... -. . .... ,. 7 edge /10 field DRAWING TITLE: 2 5 REBAR YP Hardboard 8d (se e table 3.9 _ l2> 2 x 6 SILL PLATES Part icleboard Panels see table 3.9 COPPER TERMITE SHIELD CODE DETAILS A Q TRE ATED. Diagonal Board Sheathing w/ SILL L T P )S S Y " " " 1 x6 or1 x8 2 - 8d per support N 11 P PP a " " A.B. 2 5/8 x 16 3 OC 1 x10 r - orwide 3 8d per support t SEE FOUNDATION DW 11 II II S N G. P P P /16 w/ 2 x2 x WASHER. F I IF 3 OR DE /RE N OR I SGN CN G (HOT DIPPEDALV OR G h• FLOOR SHEATHING TEFL -LE >ST AINLESS SS S ISOLATE WASHER FROM Structural Panels Struct e s SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION C R I T I Diagonal Board Sheathing JOB: CAL PATH 1" x 6" or 1" x 8" 2 - 8d per support RENOVATION/ 1" x 10" or wider 3 - 8d ADDITION: per support GREGORY 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed RESIDENCE I-STORY ADDITION 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1355 BAY HOME ROAD . . . . . . . . . . . . . . . . . . . . . . be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD. NEW YORK • • 2When wall sheathing is continuous over connect ed members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD ""'��"'!'`°''.:.:.:. .. be reduced to 1 - 16d nail per foot. SUFFOLK COUNTY, NY SCTM# 1000-54-05-34 r I ARCHITECT: ♦♦ t �. 1 I E"elnp Scr t M Ewrtm ♦♦ I. J .1 p I P«cY Roof ' `♦ h •• 1 CIO Root FREOERICK R. WEBER e 41 EA5T MAPLE ROAD 1-5TORY ADDITION I 1 1 GREENLAWN, NY 11140 ♦ L I I . . . . . . . . . . . . • • 1 DESIGN CRITERIA: s2 NOYAC PATH • • . • . . . . . . . • • WATER MILL, NY 11911. . . . . . . . . . . . . ; . . . . . . . .1 . .I a 1 I 40 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 'T54-5555 • • • r • • • • • 1 " " FIRST LEVEL - " I'weberarchitecta ahoo.com 11/4 x 20 GA. GALV. STRAP 1 1/4 x 20 GA. GALV. STRAP FROST LINE DEPTH - 36 '.'. �a . . .1 . . . . . . . . . . . .'; �*�,� 90 PSF. L.L. 9 r w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY , ' ' . . . . . . . . . . g`� EACH END 916" O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. _ DECAY SLIGHT SEAL: �, `-• :. . . . . . . . . . . , . . . . . . . . . . . .1 WIND SPEED - 130 MPH g' 1. . . . . . . . . ; 1 1/4" x 20 GA. GALV. STRAP tc '""R'd0"' '' Ew,ung s-Stag Rod g En,tng Ridg" 1 1/'4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES .'.','.','•'.',' .'.'. . . . . . . . . . . w/ 5-Sd COMMON NAILS TO r: • • • • • • # w.l- Ul it00 WU H'°�o,.,r FDN. alb" O.C. w/ 5-8d COMMON NAILS IN � . . . . .'. . . . . . .1 EACH END 91C O.C. �`t, ,a L . . . . . . . . . . . . . .1 . . . 1 . . . . . . . . . . . . . . . . . . . . . . gym DESIGN CRITERIA: �` ��� " 1 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 2 -0 MAX. WINDOWS GLAZED OPENING REV. T-O" MAX. d COMMON DATE: JUNE S. 2025 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE AS NOTED PLAE E 1994 AND OF ASTM E 1889 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202404 R PLAN O O x RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING ,PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS 14" OC DRAWING NO. PROVIDE 8d NAILS 4" O.C. AT ALL NEW ROOFS— FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' AREAS OF HIGH PRESSURE ZONES. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A8 OF A8 A6 (2) 1 1/2" LVL (2) 1 1/2" LVL (2) 1 1/2" LVL (2) 1 1/2" LVL FREDERICK II II ROBERT WEBER N 2x8 C.J.,It a ARCHITECT " ,�;� OL ... ,y+� U I 2x8 C.J.,li' i V x II N I I pp \\ X a /, N [I II N `♦ N > 2XIO Ridge_ Z., I1R., 16" oc i}--- -- ___--� {\ 2x8 R.R41 16" oc 2x8 Upperit Upper 1t Lower / (2)112x6 Lower / II /� `v �J? Studs (Typ.) I I / — a x C4 \ LL Overlay I / II �'• Roof J rl ' x8 R.R., 16" / 2x8 R.R., 16" oc 2x8 F.J., 16" ocl I > CV I cV rnI I ...\_....................... 73 I > OI XI �_ NI D W (3) 1 1/2" LVL Hdr. F[jb .• (2) II 1/8" LVL Hdr. (3) 1 I/2j LVL Hdr:' II II / \ ♦ ____— H-— � 0011 Overlay ��. ' ... NI1 - e +/ \ [Y 0 Roof �•.•. / .•' II °; �, ' ��ry II W I 2x8 C.J,WO: II 40J x / II \` x X \ I /!• III N `N / II > \ W W '. \ N 11 `N N J �\ Existin W „ „ „ I / — (2) 16 N PC / •' 1 I Neu4 x4 x3/8 -i I— Ix . ::'�� 1 I St el Column R11. 2xlO Ridge , Stud (T p.) ExistingR.R. >I C.J. \ F————— �' I > --u' 11-1— ----- \I o 2x8 R.R.1116" oc r \\ ----- ----- Exi tin Gir er o —- -———�' —— — --—--—— — pi I I \ - \�s I I 11 CO 11 I a !1 o0I1 � \� U /?J �X I I o �1 C4 U �: 41 \ > - �� DRAWING TITLE: 00 j > *I (V11 /��/ j 00 \`/�,% II _ - �' v11 N � 2ND FRAMING Sink N '1 n aD 05. 9�� \ ' - 'I " x `�'' \`�% (IST FLOOR) i OD I II oJ♦\< II \ cx M 1 11 y 11 001 z I I — I 11 \ - -, (3) 1 1/2" LV�Hdr. (2) 1 1/2" LVL I —————— F—————— i JOB: RENOVATION/ 1 ADDITION: ----- I GREGORY ..... ..... ......... : r-------, i RESIDENCE r--------------------� I I I I I .. ..•. .•...... I Raised Ceilingg lemain lue) t t 1355 BAY HOME ROAD I (1) Skylight To I SOUTHOLD, NEW YORK (Wood Flooring) __ __ i TOWN OF SOUTHOLD I I I SUFFOLK COUNTY. NY I I I SCTM* 1000-5L-05-34 FRAMING NOTES: ARCHITECT: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK R. WEBER I / 1 41 EAST MAPLE ROAD 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. GREENLAWN, NY 11140 -------- ----J ,' /' i 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD cv I �� �/ 1 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 52 NOYAC PATH WATER MILL, NY 1191L 4. ALL HEADERS C—On AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9 —0 AND OVER WITH TRIPLE UPRIGHTS. I I ALL•HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. TEL L31 154-5555 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. fweberarchitecteyahoo.com ---------------------------------- �/ �/ I —————— ——- 1 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. / -------------------------------------- / / SEAL: `.!_______________ 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5—IOD NAILS AT SILL ' �cK o ` I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. / 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 0 a 12" O.C. INTERMEDIATE. ,� \\ 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ` +; 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, �: ✓� + x `� i GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ' cli \ 1 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR `\ 1 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL' MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. \ 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ---- -- -- ---- --------- ---- 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. \)vREV.: DATE: JUNE S. 2025 SCALE JOB NO: w202404 A ROOF FRAMING PROVIDE "SIMPSON' PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. A4 TO FOUNDATION WALL DRAWING NO. NORTH ( IST FLOOR ) Q PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL st (Bluestone) OF 51 ELECTRICAL NOTES : I— RECEFTACLES t SWITCHES TO BE "DECORA" (LEVITON). WHITE. FREDERICK 2— DIMMERS TO BE "DIVA" (Slide Control), WHITE. ROBERT 3— ELECTRICIAN TO SCHEDULE "WALK—THRU" WITH OWNER PRIOR TO BEGINNING WORK. WEBER i 4— ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS SHOWN OR REQUIRED BY CODE (MINIMUM). 5— HOME T=CHNOLOGY CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 6), WIFI NETWORK, SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) ARCHITECT 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 7- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES E EQUIPMENT. Smoke, ` O ELECTRICAL FIXTURES : � FAMILT RO M OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I— CHANDELIER (DINING) 2— BATHROOM WALL SCONCES W 3- ALL DECORATIVE EXTERIOR FIXTURES i 4- PATH AND POST LIGHTS (120V, Line Voltage) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: \ I- ALL PORCELAIN FIXTURES TV 2— ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"). 4" HOUSING E TRIM (White) dh f—I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. w 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). ELECTRICAL SYMBOLS 3 AFFLIANCES : -- a SYMBOL DESCRIPTION elocated OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR AC 1*I 0 DUPLEX RECEPTACLE T ^ 1-- 'WASHER: FRONT LOAD 0 W.P. DUP.REC.—WATERPROOF v 2— DRYER: ELECTRIC DRYER r F 0GFI DUP.REC.—GROUND FAULT elocated W Al tt2 ................. ......... IDLUI' BIND NOTES : [ ] DUP.REC.—FLOOR ^� I— PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DUP.REC.—(I)SWITCH OPER. 2— ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. SPECIAL OUTLET FI 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. B b e Hose 4— ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN CRAWL SPACE. 0 0 W Bib 5— ALL SINKS ARE TO BE UNDERMOUNT O SURFACE MTD.—CLG. GFI 0P SURFACE MTD.—CLG. (Porcelain) GFI GFI I GF __GFI- 3 RECESSED-CLG. 11��11 EO WALL MOUNTED x CM DUP. FLOOD r (� 04 RECESSED DIRECTIONAL v Ex Ex CLOSET LIGHT W SHOWER LIGHT (Wet Location) to Remain Existing ctrlca UNDERCAB. FIXTURE ___ __ Existing --- I i ® ® DOORBELL/CHIME i----- Refrig. I I 1 I Chandell i 0 EXHAUST FAN I I - -- ---------------- --- :D L _j ------ --- Exrstmg--- ---- -- - PADDLE FAN i Ex Penda Ex I I i I PADDLE FAN / LIGHT To Ems I DRAWING TITLE: Existing Electrical ; Switch I ' I ElELECTRICAL ATTIC FAN to Remain Modifg Existing Electrical Sink I as Required i r------ IST FLOOR Ex Ex I SPEAKER 1 0 I I I 0 TELEPHONE a DOQ` To Existing L I 0 CABLE VISION Switch OwP © COMPUTER (Cable t Phone) ______-_____ ' i 01 LIGHT W/ HEAT/FAN/NIGHT LIGHT ------------ Ex I TD THERMOSTAT JOB: FAN/LIGHT ARENOV •TION/ ITIO--=— ••.• .•...•••• I SMOKE DETECTOR ______ I GREGORY ___________ _-_____ i i i G Co CARBON MONOXIDE DETECTOR RESIDENCE I I •. .... ........ I Raised Ceiling (�ematn lue) t I SWITCH i (I) Sky ight T1355 BAY HOME ROAD I I lo I SOUTHOLD. NEW YORK (Wood Flooring) SWITCH 3-WAY TOWN OF SOUTHOLD SUFFOLK COUNTY, NY SWITCH 4—WAY SCTM# 1000-54-05-3L I I SWITCH W/ DIMMER I i I $w SWITCH WATERPROOF ARCHITECT: I I Existing Electrical JS JAMB SWITCH FREDERICK R. WEBER I I I to Remain I I K® KEY PAD 41 EA5T MAPLE ROAD L____________________ I i GREENLAWN. NY 11140 EX EXISTING 52 NOYAC PATH WATER MILL, NY 11914 I I I TEL 431 '154-5555 fweberarchitecteyahoo.com Existing Electrical to Remain SEAL: M • --- <^ " I I REV.: \)v DATE: JUNE 5. 2025 SCALE : 1/4" = I'-Ow JOB NO: w20240L ELECTRICAL DRAWING NO. IST FLOOR NORTH E 1 (Bluestone) OF Ell