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Home My WebLink About51828-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Nil, 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#: 51828 Date: 04/15/2025 Permission is hereby granted to. John Meehan 3 Sandra Ct Glen Cove, NY 11542 To: construct single-family dwelling as applied for per SCHD approval, Premises Located at: 515 Oak Dr, Southold, NY 11971 SCTM#80.-1-34 Pursuant to application dated 02/27/2025 and approved by the Building Inspector. To expire on 04/15/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,682.00 CO-RESIDENTIAL $100.00 Total $2,782.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 "r Telephone(631) 765-1802 Fax(631) 765-9502 htt s:/lwww,southoldto n O R Date Received APPLICATION BUILDING T i + L For Office Use Only PERMIT NO. Building Inspector: FEB 2 72025 Applications and forms must be filled out in their entirety.Incomplete r, „®r applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ` Date: OWNER(S)OF PROPERTY: Name: YZoSN� M�r�I�vJ SCTM#1000- Project Address: tl�7 Q/QK DR,LV G s-0t l,'n. -0L..Cj C lt,4P914 S 4o(LC-,5 �(,Y Phone#: C53(-) "1 9— ('5 Email: 'Mep bq1 4 ,4L�•Gonn Mailing Address: 4J �uDRA �u2—r' G1�� 60Ut, }� (( Z CONTACT PERSON: Name: W Mailing Address: , - Phone#: // 4j1\ Y �rJrJS Email:�-' m CPi A z;(4W 1 DESIGN PROFESSIONAL INFORMATION:NZ Name: WI,29 QZ- Weble2 , Akf LT Mailing Address: -it �Ay Phone#: Email: -TWJQ* ' Kt6&%,0 a aR'�.GOHV\, CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ ✓' Will the lot be re-graded? ❑Yes*o Will excess fill be removed from premises?�(es ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: % %L4 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Nto IF YES,PROVIDE A COPY. 11 Check Box After Leading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordnance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction4A buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print n +e): thorized Agent ❑Owner Signature of Applicant: Date: 2I n - CONNIE D.BUNCH , ,C� Ic State of New York NEW YORK r k STATE OF ) No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF Commission Expires April 14,2t,)�'W being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the °" 1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 41 (r &—f y of v � . . 0 CT Notary Public ROPER ry OWNERAUTHORIZATION (Where the applicant is not the owner) I, residing at �do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Scott A. Russell 01p��r � sTr01Rj\\ WA\T]E1K SUPERVISOR MAANA-G IEME NT SOUTHOLD TOWN HALL-P.0.Box 1179 0 ? Town Of Southold 53095 Main Road-SOUTHOLD,NEW 1 O � ��" �TM ro CHAPTER 236 - STO M ATER MANAGEMENT REFERRAL L FORM ( APPLICANT INFORM ATION TO BE COMPLETED BY THE APPLICANT , w� ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) . Date: NAME; QL o,mow ,`/vo�lS9ttin twrX e _- Contact Information.M • lL-,mao 8leleiihnne Numhewl Property Address / Location of Construction Site: S_C.T.M. #: 1000 District ._.. _ Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than 1 Acre, No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State No S.P.D.E.S_ Permit is Required - Area of Disturbance is Greater than I Acre &Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S_P.D.E.S. Permit _DIRECTLY From N.Y.S_ D_E.C. Prior to Issuance of a Building Permit. Area of Disturb ance is Greater than ( Acre R Storm-water Runoff Flows Through Southold ® Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a SP.D.E.S. Permit through the Southold Town Ej',qineerin De artment Prior to Issuance of a Building Permit. Date -- Reviewed By: FnR Vt tivTr P-TnC n.x tnhar�/11Q Re (- e f, v e(I Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 �� '. Fax(631) 765-9502 �r � p Southold, NY 11971-0959 w m" BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRICTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRICTION Date: n I� ti Owner: � I Location of Property: Please take notice that the (check applicable line): New commercial or esidenti;(),-tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X „ 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) Floor and roof framing (FR) Signature: w Name (person submitting this form): _epaa ��, Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Generated by REScheck-Web Software Compliance Certificate Project 515 Oak Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 3,061 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 515 Oak Drive Meehan Residence Frederick Weber Southold, NY 11971 631-754-5555 fweberarchitect@yahoo.com Compliance: 7.5%Better Than Code Maximum UA: 481 Your UA: 445 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R®value and depth requirements. Envelope Auemblies Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling: Cathedral Ceiling 2,265 39.0 0.0 0.027 0.026 61 59 Garage Wall:Wood Frame, 16"D.C. 213 27.0 0.0 0.051 0.060 10 12 Door: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Wall 1:Wood Frame, 16" D.C. 3,034 27.0 0.0 0.051 0.060 129 152 Door 1: Glass Door(over 50%glazing) 126 0.300 0.320 38 40 SHGC: 0.30 Window:Vinyl Frame 370 0.300 0.320 ill 118 SHGC: 0.30 Floor:All-Wood joist/Truss 1,973 19.0 0.0 0.047 0.047 93 93 Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 1 of10 d Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. ,�� , � 4/9/2025 Name-'T'itle Signature Date Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 2 of10 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value complies? Comments/Assumptions & Re .ID' 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate El Not [PR111 :energy code compliance for the °i�%'�%� building envelope.Thermal i ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and Complies Requirement will be met. 103.2, documentation demonstrate El Does Not 403.7 energy code compliance for [PR3]i !lighting and mechanical systems. ` "` � �� ❑Not Observable Ii g y ,� ❑Not Applicable ,Systems serving multiple ;dwelling units must demonstrate compliance with the IECC ` Commercial Provisions. 302.1, Heatingand cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 99� 9� q 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ,❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ,❑Not Observable Manual J or other methods Btu/hr Btu/hr yapproved by the code official. j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 3 of10 Section' # Foundation inspection Comments/Assumptions &pie .11) 303. .1. A protective covering Is installed to .13 ornplies .Exception Requirement Is not applicable. (F`O11)2 protect exposed exterior insulation ODaes Not Ap and extends a minimum of b in,below blot Observable, grade. 'E]Not Applicable 403. Snow-and ice-melting system controls,O ornplies Requirement will be met, [Ir 1 'l2 installed. ®Does Not isr []Not Observable O of Applicable Additional omments/Assumptioruns, 111 High Impact(Tier 1) 12 JMedium Impact(Tier' ) 13 JLow Impact(Tier 3) Project"Cities 515 Oak Drive Report date: 04/09/25 Data filename: Page 4 of'10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .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 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- `<❑Coomplies see the Envelope Assemblies 402.3.1, average). UDoes Not table for values. 402.3.3, 402.5 '❑Not Observable [FR2]1 '❑Not Applicable 303.1.3 U-factors of fenestration products " ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure ora r, �`❑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. /,f❑Not Observable 6' °;❑Not Applicable 402.43 Fenestration that is not site built i "`❑Complies Requirement will be met. ,, „�, [FR20]1 is listed and labeled as meeting J, ' ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ��;or Observable 400 that do not exceed code ❑Not Applicable I!mits. 402.4.5 IC-rated recessed lighting fixtures ii / ' ,,, ❑Cpmplies Requirement will be met. [FR16]2 sealed at housing/interior finish �� ;, " ❑Does Not Band labeled to indicate :52.0 cfmj ❑Not Observable leakage at 75 Pa. ❑Not Applicable �403.3.1 Supply and return ducts in attics !,,,,,, , ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ........... El 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 diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter '%� ;,❑Cornplies Requirement will be met. [FR13]1 !boxes are sealed with , ,,, % ❑Does Not joints/seams compliant with � , ;International Mechanical Code or ,� �� %❑Not Observable International Residential Code, as` ❑Not Applicable i applicable, r� , , 403.3.5 Building cavities are not used as �_ ' ��,,'; ❑Complies Requirement will be met. i,,. [FR15]3 ducts or plenums. ` - , ❑Does Not "°❑Not Observable ❑Not 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- 3 r❑Not Observable `❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Compiles Requirement will be met. FR24]1 piping. `❑Does Not UJI, ;❑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 j❑Not Applicable 11 High Impact (Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 5 of10 Section plans Verified Field Verified Framing I Rough.-Inllnspedtion Complies? Comments/Assumptions ntslAssumpations eke .1Iti Valr, elue t� � lutcrrr atic ar gravity dampers area „:,Ocomplids Requirement grill be met. [FR19112 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact("Tier 1) 2 tedium Impact("l'Ier 2) 3 1I ow Impact(Tier 3) Project Title: 515 Oak Drive Deport date: i 4/09/25 Data filename: Page 6 nf10 ettion Plans Verified Field-VerM d Insulation InspectionComplies? Comments/Assumptions 6e Re .It► Velure Volpe 303.1 �AII installed insulation is labeled ��'�� ,,,,,, ❑C'omplies Requirement will be met. (IN1 ] or the installed R-values �% ❑Gloss Not provided. ❑Not Observable EINot Applicable 402.1.1, Floor insulation R-value. R R- ❑Complies See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood °0Does Not table for values. [IN1]1 i❑ Steel '❑ Steel j❑Not Observable w j❑Not Applicable 303.2, ;Floor insulation installed per Q ❑Complies Requirement will be met. 402.2.8 �manufacturer's instructions and l` ,, ❑Dais Not [IN2]1 ;in substantial contact with the underside of the subfloor, or floor " Observable ;❑Not "' ❑Not framing cavity insulation is in Applicable contact with the top side of ;sheathing,or continuous � insulation is installed on the junderside of floor framing and ..extends from the bottom to the top of all perimeter floor framing j members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ;❑ Wood ❑ woo ❑Does Not table for values. 402.2.6 =wall insulation on the wall P❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies (FR10). �] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per „ ,` ,[]Complies Requirement will be met. [IN4]1 ti manufacturer's instructions. ' `'.... []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 7 of10 Sect[on fied # Final Inspection Provisions Plans Verified Field VeriValue Value complies? Comments/Assumptions & Req.ID 402.1.1, iCeiling insulation R-valued R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E[Fill' El Applicable 303.1.1.1, ;Ceiling insulation installed per ElComplies Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. i�� ' ❑Not Observable E � ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Exception: Requirement is [FI22]2insulation include baffle adjacent 4 „ / ///! „❑Does Not not applicable. to soffit and eave vents that ❑Not Observable ; extends over insulation. ❑Not Applicable 402.2.4 eAttic 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 ❑Complies Requirement will be met. [FI17]1 each in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met„ [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. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in f❑Not Observable :tests,verification may need to j❑Not Applicable ;occur during Framing Inspection, j 403.3.2.1 „Air handler leakage designated ;❑Complies Requirement will be met. [FI2 %4]1 by manufacturer at<=2 of �j / �I❑Onesgot /o design air flow. ' ❑Not Observable pp icable o ,,,,, „�.,,,., "✓: "El Not A l 403.1.1 Programmable thermostats i. �„ ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable code specifications. ❑N initially set by manufacturer to ot Applicable 403.1.2 ;Heat pump thermostat installed �� ' ;!�,�� ;� �i,//// ❑Complies Exception: Requirement is [FI10]2 .on heat pumps. . .. Does Not not applicable. 2 ��'� ❑Not Observable ❑Not Applicable 403.5.1 !Circulating service hot water ❑Complies Requirement will be met. [FI11]2 ;systems have automatic or Not 66accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re :ID ' 403.6.1 All mechanical ventilation system / / ❑Comp lies Requirement will be met. [FI25]2 'fans not part of tested and listed ❑Does Not ' HVAC equipment meet efficacy N t Observable ❑ 0 and air flow limits per Table R403.6.1. //,.!!//�,. ❑Not Applicable 403.2 Hot water boilers supplying heat „//%',;;';"%�� /�i��io i��,,,,i%D/%'/ ❑Cmplies Requirement will be met. / %/% / [FI26]2 through one-or two-pipe heating �, , / ��/�/ „�� ,, ❑Does Not systems have outdoor setback % ' �� '/'/� �;❑Not Observable control to lower boiler water ,,, /„ tem erature based on outdoor ;❑Not Applicable teraperatsa re. ////�� " " r� Does hot 403.5.1.1 ;Heated water circulation systems � ' / "' � �'�,�, �f��rm lid' Requirement will be met. [FI28]2 :have a circulation pump.The 'system return pipe is a dedicated '� ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable �// ✓� o/�/�,/ syphon circulation systems are not present. Controls for i;circulatinghot water system Y /,/ pumps start the pump with signal for hot water demand within the :occupancy.Controls ii �iiii l,/ o ✓i/ / automatically turn off the pump /�, ��/�„/i/� //// when water is in circulation loop is at set-point temperature and no demand for hot water exists 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL '�;;��li/'/"''/ i ' i�' ❑Does Not not applicable. 515. Controls automatically „ adjust the energy input to the ��/ ��i ' " ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 403.5.2 Demand recirculation water / ❑Complies Requirement will be met. [F130]2 systems have controls that // �/ / ❑Does Not w manage operation of the pump �� i�/��, !;' �i / sand limit the temperature of the ❑Not Observable water entering the cold water ,�❑Not Applicable ;piping to <= 104°F. 1 ,, , 12 [03.]4 Drain water heat recovery units //j// ''❑Complies Requirement will be met. FI31 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat //,/ recovery units < 3 psi for /�/�� ';;/��! !/" r� ;'�//� ]Not Applicable individual units connected to one or two showers. Potable water- /�%� side pressure loss of drain water heat recovery units < 2 psi for A/ j individual units connected to three or more showers. % e o ��i� �� 404.1 ,90/o or more of permanent � /i�/ /�/ � /�� ❑Complies Requirement will be met. F16 1 Mixtures have high efficacy lamps. � % ��' /' " [ ] g y / ,� �� ❑Does Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have �� ///%/�/�� ,//�� / %©Camp]&es ;Requirement will be met. [FI23]3 n0 continuous pilot light. � D Oe5 Not /i%//„iii iiiii% ,//// / / % "❑N ot Observable ❑NOt Applicable 401.3 'Compliance certificate posted. j /j// ❑Complies Requirement will be met. [FI7]2 // �o�i�if / ❑Does Not Not Observable ` Not Applicable 1 'High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 04/09/25 Data filename: Page 9 of10 S'eition flans Verified Field Veritierd Final Inspection Proavislor value "Value Complies? Comments/Assumptions !+e Ile i.I 303,3 Manufacturer manuals for ,ElCompliesRequirement will he met, CItB mechanical and water heating „ �®Does Not systems have been provided. �IC]Not CltasvaeNe UNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact("tier 2) 3 JlLow Impact(Tier 3) Project Title: 515 Oak Drive Deport date: 04/09/25 Data filename Page 10 of10 Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments LOT NUMBERS SHOWN ARE FROM MAP ENITLED MAP OF REYDON SHORES, BLOCK C FILE NO. 431, FILED JULY 2, 1931 LOTS 30-38 INCLUSIVE �C SCTM# 1000-80-0I-34 LOT AREA: 48,040 SF, 1.103 ACRES JOB: � NEW RESIDENCE ENGINEER'S CERTIFICATION REQUIRED. MEEHAN SuBI SIT R E, OR R.A. CERTPFICATION 515 OAK DRIVE OR FI ST LAI iO 'AND CONSTRU0TION REYDO'N SHORES 1 V—�TT OUTHOLD (BAYVIEW) ( R BNAL R lkLa..l SCTM�10 � ll 4 _.._.._ ARCHITECT: SUFFOLK COLINTYDE AD `)" ,*NTOF REAL SE ` ITCES FREDERICK R. WESER PERMn FOR APPROVAL OF CONSTRUCnON FOR A 41 EAST MAPLE ROAD SMGLE FAMILYC GREENLAWN. NY 11140 A HS E. �� 52 NOYAC PATH WATER MILL. NY 11916 A R VELLS - EL 31 555 F A IM O �.,EED O+ S _ ? tweberarcidect gahoo com EXPIRES THE A, FROM DATE OF APPROVAL SEAL: SCDHS Stamp No, i >TE : ON—SITE WASTEWATER TREATMENT SYSTEM (I/A) :T SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND M START UP. � , °"<, " OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. kLL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED ACTURER PRIOR TO THE ARRIVAL AT THE SITE. REPRESENTATIVE SHALL BE PRESENT DURING START—UP. TALLER SHALL REGISTER THE OWTS WITH SCDHS USING REV.: ROVIDED BY THE ARCHITECT. TIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM DATE: APR 25. 2022 RIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY 5. SCALE I 20' 3 SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT .NECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY JOB NO: w202105 :T OF ANY DISCREPANCIES. TALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS ITECT AND SCDHS. DRAWING NO. TALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ZVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, LOCAL SAFETY CODES. ER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY DADE, 12" LIFTS, MAX.) ER SHALL INFORM THE ARCHITECT OF ANY OMISSIONS AND/OR AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. 4" RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS n CV "-rll=L-TITC" no arury . / 4 fb �CIO ,VTR �, 1 O'S �O 0 Ua4 ON / 2 70 O O i l l " Of \ tole rb p \ 1 / / W p x \ ++ f 3 I E / cces [p (D c+ / Q SC Ai / 100 Co /ryc, Of Z rn a v im, l' ,� E / FE CA 20, /77 4 / \� p l• l Fr( y A y r tc Ch CL 78, .2011 11 a � l t ► i� '��,ber� j�` ,. f„ j .�a �, "Cb Roof 3" 3" ---------------------Jr'7-------------------'jIL ----------------- 1 I 21/2' 1 21/2' I 21/2' ---1 _ -- ------ I t I I I I 1 I I I I 1 I I I 1 I I I I 1 I I I BIATH 1 I I BIATH 4 BATH I 3' IIA2' 21/4' 111I2' 21Y2' I'IA2' 21/2' 1112I " 21/2' 1112' 211/2' IIY2' 211/2' Roof JiL_—_ 1 I 1 I I I I I -r 1 2nd Floor ------------i------- 2 3' 112•-----�---- — -- ----T------ — — —r- 1 2' 3' 112' I 1 1 2' 3' 2° I ------------T--------- ------ -- -------I----=— ————— -- — ---T------ -- ----- ---r— C.O. I C.O., . C. 3„ 3„ 3„ O. 1 2 2 1/2' 1/2' ———--� I � 1 I I 3' 3' I I 3° I I I 1 M. BATH I I KITCHEN I P�WDE1' LAUNDRY 11r2' 1 1Y2' 2i 1/2' 1 112' 1 It? 1 1�2' 1 q2' 2 112' 1 lh' 1 ItT I i I I I I I I 1 I 1 DW I I 1 Washer I 1 Ist Floor I -------_-- --- --- ---- ---- --- --- — -- --- ---- -- --- ----- --F—A—}—�, 2.---- ---- 3N--- 1 1 2" . 1 12' -------- 2° 2- 3' 11 2' -- 2- I --- --- --- ---- --- --- ------------ — To Approved Sanitary C.O. C.O. C.O. System Building Dram, 4" Diameter, 1/8' per Ft., Min. Pitch `{Ap �(I' ``K R, Basement 42 --------------------------------------------- , PLUMBING SCHEMATIC NOT TO SCALE MEEHAN RESIDENCE, 515 OAK DRIVE, (REYDON SHORES), SOUTHOLD, NY 6Y vL 'li4 fi A�' EDERICK WEBER. ARCHITECT 41 V 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 OCTOBER S. 2022 PROPOSED SANITARY SYSTEM TEST HOLE DATA NEW I/A OWTS PER SCDHS STANDARDS MCDONALD GEOSCIENCE FOR 6 BEDROOM HOUSE JANUARY 23, 1998 STORM WATER POLLUTION PREVENTION NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING , EL 23.5' s 0 z'o. US �IUFL CONSTRUCTION PHASING: Up� 100 GPD HYDRAULIC FLOW (660 GPD REQUIRED) DARK BROWN I b FREDERICK NEW 400 S.F. SII)EWALL AREA OF LEACHING POOL I' SANDY LOAM (DL) <✓ pUe / G I- INSTALL HAY BALE/SILT FENCE. (10' 0 x 13'-0"' DEEP) 3' BROWN LOAMY k �(O c 6j'A7- 2- POUR NEW FOUNDATION FOR NEW FRAMED DWELLING. �(/) / 2 ROBERT o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. \ T z 3- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. U vim!�J WEBER o MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. \0 U U'r 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM o NO KNOWN SURFACE WATER WITH14 300' OF THE SUBJECT PROPERTY. 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE INSPECT HAY BALE/ SILT FENCE WEEKLY ARCHITECT o MAINTAIN 20' SE:TABACK TO ANY PROPOSED SWIMMING POOL. SAND (SW) �Qi BUILDABLE SITE AREA: 48,060 SF, LAND DISTURBANCE: 21.000 SF NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS, ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND FLAT IN AREA OF CONSTRUCTION t DRIVEWAY. SITE WILL BE CLEARED AS SHOWN ON THE SITE PLAN. CLEAN FILL WILL BE SYSTEM x BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM CONTROLLER/ BASEMENT AREAS SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED. ALARM NO WATER 4"(6 PVC SDR-35 18"0 HDPE SECURE HEAVY 18"O HDPE SECURE HEAVY 11' ENCOUNTERED CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE FUTURE DRIVEWAY AREA. FIN. FL. ' SISER t/SCREW PLUG %CREENR O GRADE W/ SAFETY SRE COVER TO BY TU ODE W/ SAFETY QD REMOVE TO 501L NAREOF PROP05ED HOUSE, SANITARY SYSTEM, STOCKPILEAND RE-SPREAD OVER COMPLETED SYSTEMS. EL- --- %IN THREADED HUB TRAFFIC I' MIN. t 2' MAX. GRADE GRA BEARING GRADE CONCRETE VENT T EN EL +2 SLAB El +24.0' CHIMNEY DEPTH HOUSE VENT/ - v ROOF 400 APPROVED Z PIPE, 1/4" PER FT. 18" MANHO E I " MAN OLE 24" MAN OLE "0 APPROVED CONCRETE .5011 C/1V J m� C.I. PIE MIN. PITCH —1 PIPE, I/8" PER FT. COVER t/i , G o I -6 MIN. PITCH CLEAN OUT PROVIDE �° 441 -• . ll/ J CLEAN OUT 1 V RT 1 o Cu INVERT L 22.9 INVERT ( INVERT I \ = 3 at HOUSE 6,_2„ ° EL +22.1' El +22.3' O \� U O / 3� \ 4Z4 EL +23.5 �� 5,_1„ m4 -II I/ o ® 4'-II" I '.� i 2' � � 4� / � '' � � O �\ 28.2 / —�� EXCAVATI/ILL � O \ / EXCAVATION OR NEW BASEMENT/SANITARY/DRYWELLS = 600 CY LEACHING BACKFILL 0 GARAGE t PORCHES = 15 CY • J POO BED OF "FUJI-CLEAN" CEN-la 13' MIN. (400L S.F.) I (y / 37 / n� o` \ OO MM REGRADING AROUND HOUSE, PATIO t GARAGE = 15 CY STONE TREATMENT TANK (COLLAR <r I \ C/ ee,,h9 \ 2 . / BOTTOM OF TANK I EL 11.82' I �tockpde 10'-O" \ I I o \ Topsoil for / I o / Respreadmg \ 27,1 a ° / Following \ I O I �° Construction I � I LOT COVERAGE i i / 32 / \ Q l \ ?\U CO IST FLOOR: 1913 SF \ l -\ "' Soha/t��4Y , /pro \ ® ��v�m PROPERTY OWNER: GARAGE: 864 SF I I / \ // �\"p„ r--- ----G® l oocatond D��V o o Q JOHN at ROSEANN MEEHAN FRONT PORCH: 144 SF I u� r SCREEN PORCH: 252 SF 3' (MIN.) TO HIGH / `-' \ e / C/o/7 6eewdyc�0 ° SITUATE: BAYVIEW w 0) COVERED PORCH: 226 SF SEASONAL GROUNDWATER 2 .5 \ / octio uS J TOWN OF SOUTHOLD I a SUFFOLK COUNTY, NEW YORK -------------------------------' / \ / . 34 C/ h htr lO F� 3459 SF �' / Q �0., ance^ Tre D,. hch SURVEY INFORMATION: SITE DRAINAGE: -4 33 \ a" ' 0' °'nNATHAN v w� l �� / 201 �� ,�J� B/ (U�de 8 JAM SPOR� NY LAND SURVEYOR \ 001. N Con ret 0 \ o� ock '4p�r79�ah SURVEYED: JANUARY II, 2011 DRY AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) 0 ? / ,�'`y� �uej m G ��,� LAST UPDATED: MARCH 8, 2011 - / /\ / \DIA 1 GqR R GF Wreaut i,�w�y �� ELEVATIONS ARE REFERENCED TO NAVD 1988 A, B, C HOUSE, GARAGE t 3459 sf x .166' Ram = 514 cf (3) 8' Dia. x 5' Deep w/ 634 of v \ �C�. 'O S( / E W PORCHES Traffic Bearing Top Z� / \ // \ �o '`?6.0 / �Q Sq,6 ° LOT NUMBERS SHOWN ARE FROM MAP ENITLED D, E DRIVEWAY 2922 sf x AV Ram = 485 cf (2) 8' Dia. x V Deep w/ 501 cf j x \ `� c � "_ MAP OF REYDON SHORES, BLOCK C Traffic Bearing Top Qi `� 25./3 6 / \; FILE NO. 631, FILED JULY 2, 1931 DRAWIN G TITLE: U / \ /? ? / 4 4 \ LOTS 30-38 INCLUSIVE o / w- o' \ SITE PLAN r p E W SCTM$t 1000-80-01-3.4 House, Garage and Porch Roofs to have Gutters t Leaders \ / a'�Q ,q9' ss Sq•-6 o LOT AREA: �8,060 SF, 1.103 ACRES Connected to Underground Drainage Structures (T9p.) / M \ 83 -9dway 3 `� Utility 8'0 Ring: 42.25 cf/Ft of Height << / \ \ // /1`� z�' _ `.�_, Pole ZONING: R-40 o 2 /'DW`I ° W YARDS: (PRINCIPAL SETBACKS.) VOA F �S 5s ,/N -_ �� - -��A,, FRONT 50 SIDE (ONE): IS' CONCRETE �o / O O / �� r/ REAR: 50' 35 COVER OR 11S °� / / G LOT COVERAGE (ALLOWED): 20% (MAX.) JOB: TRAFFIC C.I. GRATE 0 0 234 �\ / �DW FF\1 l ��, o W HEIGHT (MAX.): 35'. (2) STORIES BEARING \ / �\„B,� 2 �f2) cc, / /,� Propane NEW RESIDENCE SLAB PRECAST ll/ Tank/O r CONCRETE O- BilcoW 6" 8FR S aV o GARAGE: 864 SF S \ / 4, �4T i 0 �[r HOUSE: 11913 SF MEEHAN 6"� CHIMNEY /Reap Y\O /\ Bsmt. 3- / i �� /Oto� C� / z0 3 FRONT PORCH: 144 SF 515 OAK DRIVE DRAINAGE - Ord) / �� Access STD 7p./ /I/A OWTS � '40F V�o J SCREEN PORCH: 252 SF REYDON SHORES PIPE 9 \ / \ ?4S �' C.O. `04 TREATMENT o M/M.) 1223 REAR PORCH: 226 SF SOUTHOLD (BAYVIEW) s .. O /23.9 \ 'qQ TANK , \ o W / p 2� TOTAL: 3459 SF TOWN OF SOUTHOLD w �/� /S�'O" \ / x Co1� 00 \ tv"� LOT COVERAGE (PROPOSED): '1.2% SCTMU 1000-80-01-34 TYPICAL O \ / � cc / Panel It -0 DRAINAGE j Q � =0 essory) \� / Blower �\ / / 8\ LPI ° W /� �� YARDS: (ACCESSORY SETBACKS) RING > I \ / \ E.\ �� / (LOT SIZE: 40,000 TO 59,999 SF) ARCHITECT: Underground / x\ ° // SIDE t REAR: 15' Q CO O O �-� / \ Electrical �� 239 TEST W 4 / GROSS FLOOR FREDERICK R. WEBER (V \ Service EX HOLE �� AREA Allowed): 41 EAST MAPLE ROAD I O / 2' CLEAN SAND t —�► I / \ l \ ,O.,: \ �w� Sp,. GRAVEL FILL BUILDABLE AREA: 48,060 SF GREENLAWN, NY 11140 / \ ont Y W �SC� LOTS TO 80.000 SF: 5100 SF 52 NOYAC PATH "I'd) / U O EXCESS 40,000 SF x 5%: 403 SF WATER MILL, NY 11916 / / � � :� � TYPICAL SECTION & DRAINAGE RING \'� 38 �� \ ,� ° �� GROSS FLOOR AREA: 5503 SF TEL 931 154-6556 4, /\ \ GROSS FLOOR AREA (Proposed): fweberarchitectl9yahoo.com � . ` a 2 ` SEAL: er�h9 / U IST FLOOR: 1913 SF y: <' FILTER CLOTH AGAINST moo` \ / w 2ND FLOOR: 1115 SF ? 1; WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' OC ��' \ %w � tir f. / ¢, IST (+15 HGT.): 341 SF DRIVEN 1L" MIN. INTO ` \ \ / �i NYT4 SCREEN PORCH: 252 SF C ��cK GRADE, EMBED FILTER p tYr or CLOTH 6" INTO GROUND ASPHALT TRAFFIC 4SFS p 0'�<<//y q 21.7 \ / Utility T o arc, GARAGE: 8914 SF t Top Coa BEARING �eC/C / O \\ Pole N �� 3,� OVER GARAGE: (+6 ): 600 SF '� µ'�: # ,1 a w _ Base GRATE �4rFR � / \ � V GROSS FLOOR AREA: 5211 SF FLOW z 'v PIPE TRENCH J cy tr oo DRAIN TO O SLOPE , , DRAWING SCHEDULE � n DRAINAGE RING ll/ ry �, Q z STONE -" 0 BLEND R DESCRIPTION CROSS SECT N ION CROSS SECTIO /OAF 2.8 Al SITE PLAN >� �� A2 FOUNDATION PLAN AUG 25, 2022 SILT FENCE: DETAIL TRENCH DRAIN DRIVEWAY F,P2025 U Off/HAY BALE // A3 IST FLOOR PLAN REV.: AUG 8, 2022 FILTER CLOTH AGAINST PLACBOUNDED ON CONTOUR SES pU 4/CMG / 22.3 A4 2ND FLOOR PLAN WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' �'�TF, �, A5 ELEVATIONS (EAST/WEST) DATE: APR 26, 2022 2 x2 x36 STAKES, 12 OC IN GROUND) DRIVE STAKES O / DRIVEN 16" MIN, INTO FLUSH W/ TOP OF HAY A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION SCALE I" = 20' GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE x� CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID Al SECTIONS JOB NO: w202105/ N BALE A8 FINISH SCHEDULE/ INTERIOR TRIM A9 CODE DETAILS DRAWING NO. FLOW \ 8 '"'` EXISTING CONTOUR SLOPE NORTH SI 2ND FRAMING (IST FLOOR) z 8 - S7E F L A N.REVISED CONTOUR � 52 ROOF FRAMING (2ND FLOOR) At NEW CONTOUR I" = 201-0" �� El L E ECTRICAL IST FLOOR PLAN CROSS SECTION FACE VIEW 4�6 lt) TO — E2 ELECTRICAL 2ND FLOOR PLAN HAY BALE >t SILT FENCE DETAILS REYDON 2 E3 ELECTRICAL BASEMENT PLAN OF A9 DRIVE w� FS pue`/c ��TAR FREDERICK 24'-0" ROBERT WEBER ARCHITECT B A'1 Porch Foundation Walls: 8" P. Conc. Found. Walls w/ (2) #5 Bars, Top t Bot. on - 18"x10" P. Conc. Ftg. 2" i w/ (3) #5 Bars (Typ.) I\ I --------------------------- I --------------------------------- - ---------------------------- "I 1 I 1 2'-T 13'-3" 18" I 33'-8„ 1 8» 1 I 1 j I 4x4 Pressure I I = Treared Post r� On Broken �r I -- --- Block Footing UNEXCAYATED I�_21 8'-3" 8°11 Outdolr\` iII (2) 4 P. Conc. Slab = = I Pier to 1 I I I ao Basement Foundation Walls: w/ 6"x6" 10/10 I Support L_ r NLine of Ste �- e I I - Show r------------ ------ p_10» P. Conc. Found. Walls w/ WWF Reinf. Slab/ Post --I 4-----,-I 1 I `" co 1 (2) #5 Bars, To t Bot. t I I 1 _L 1 94 Bars 32"oc Vert., on I L--- I = ---- ----� -- - , ----- ----------------------------- I s } I 20"x 10" Cont. P. Conc. Ftg. 1 I I OD I. » oo I r----- I w/ (3) #5 Bars (Typ.) I I --------------------, I Bilco C = P-8" I 8" I I I a I - , I = ----------------------------------------- `r :412" Extension = I'-0" I I 5'-b I/2" I I/ ' 2'-8" I I/ 4' 9 I/2" i 1 `n I I I 1 i - Total Length = 6'-8" I -----t r I O 1 __---- 4" P. Conc. Shelf for Porch Slab I i Drop Foundation I I Grade Above Bsmt. I I 1 in I I For Door O n I I Floor = 80" (Max 88") I I I `- ----------- ----------------------_ ------------- - ----------------- - ----J ---------, I I I I I O 1 I I I I I r---= ------------- ----- ------- ———————————— ; � r--- r ————, I—•-----------ter— --j I I » Ir------------- I o (2) 11 1/8 1 1 I O I I I --- - I (2) 11 1/8" i Beam III II L__ I I _ P. Conc. i I 1 N LVL Hdr.(FIusIU j �`+ LVL Hdr.(Flush) Pocket I I �� Pier �'+ I I i I �- --- --�- ---1�1-J (T9P ) III " » II li�q, 12,_3„ L-I . I----- --------- 6- 10 II 12 0 113 -0 I g I III 1 I I T I I 8'-2" L 1'-II" I I 161 •'I, I,-q" II s�I I Il 1/8" TJI 340, 16" o.c. I . I Insulated Doors, I I j (2) II 1/8' t♦VL II �, I I IF IB I I w/ Weatherstri III ao =_-- -it -1 'I I I I I W PAEt�9-----, I -_� I I I I I 9 1/2" TJI ,130, 16" i c. I I o0 I " I III ll III ....................... = I I I 1 1 II z1'I III I I I �`+ OH I I = , 1 '1 1 11 r_ I III -1 III I r(2) II 1/8 i ' I I 1 11 l/8" TJI 360, 16" o.c. I II I I III cvIII = LV Hdr.(Flush) n I I '` v� (Cantdver to Bath/BR Wall Above) i� I II I 1 I II = _ III I • I = I I I °° 1 � (Drop Floor for Tile t � = 1.1 i i n ..I........... ...... a ao I I i Radiant Heat\ Above z I I 3 I/2"�D teel �+ <r I n Fireplace I III BASEMENT i „ I 32 xl6 I I i'atVBR ' III Pipe Col non III Base " III r- n�l'1 II 7/8 TJI 360, 12 o.c. Basement I I Wall Above X I I "x30" 15" P. i II -- iII — 4" P. Conc. Slab °III z I I I I Window (Typ.) I I „ N I I I Conc. Ft . w/ 11 III m w/ 6"x6" 10/10 1 1 (Under Island) 1 I I i 1 UNEXCAYATED I I 1 I I/2 TJI 23'O, 16 , c. 1 '1ao Jn III Kitch n x A I I III (3) 45 8 th Ways 1 __ �I WWF Reinf. p 1 'I N 1 1 0 - : Island Above: I I I A I I ,� ,- �� L � II u cn 1 1 1 III I A7 I 10 L -, 10 5 r�+ 13'-6" `-�� II 20'-6" o x I I 13'-6:" r 3 T T 10'-5" I I'- "i 22'-6" i 8" A7 Hot Watei ` '° o DRAWING TITLE: Mara e — u 3 I/2 Steel O v I Tt 9 ' ------ iti X I I II Pia Column on ii I . „ I „ = JJ ► I I I x p = I I (3) II l/8 LVLF.J. I 5 P. Conc. Slab I I a- i° P. Conc. — 1 O 1 .1 I C4 cv I I 113p x30 xI5 P. O �I I p L� I� �_____________ ===L I w/ 6""" 10/10 N Pier I 8� J LV4++-J I I IlConc. Ftg. w/ m I I ' I. I ----------_ ---r I WWF Reinf. I 1 FOUNDATION 1 II "1/8" TJI 340, x I 1116" o.c. ` III 11(3) 45 Both Ways _ 11 � O I I I 3 1/2"0 Steel O I I 1 1 II r ---, r-+I+-, m I . I i 1 I I 'I = .......................•• Pipe Column on Pitch to Overhead Doors I I I I ropane- O_ 1 .1 o I I t__--__W II 10 x 30 Girde�Ilw 2x6 I Nailer E F- -_--_ 1 I i 1 x III 30"x30"xl5" P. C-4 I I 1 I I red__ _______ __1 I---==_ __________------= 1=—_= — — ,r• --I--------- +- I I .I I --��_- - --- I I I I fi oiler - I I--- (2) II Z/8" LVL F.J. II o--`-T-= = ao- _----'+_`, I I O I I Conc. Ftg. w/ I I I I I I I I I � I I I I I I I (3) #5 Both Ways I I I 1 I a- I•I 4 66 x +I+ n I I I I „ li i I 1 1 O Ln III rgil� (7) Treads �10 II c<l z 1 1 II 7/8" TJI 360, 16" o.c. - 1 I I I l3) II 1/8" LVL F.J. - I � .I(2)1 II -1/8" LVL F. II 4- 1I1 ao I I -------- --------------- - -- - - - - - -- -- - I } x l I I I I 1 1 I i O i LV Hdr.(Flush) ---------- ---- . I I III - � �- -: - - - --- -- - _ II � cam, III I.I 1 1 I I JOB: `~ I I II '1/8" TJI 36 , 11116" o.c. u it I I II I 'I I I I 1 I I I I II L____J H dr il II Up N in III Beam III 1 I I I i Pocket III I I I - Haunch Slab O I I I I .I I I I 10" NEW RESIDENCE 400 Am Fan/Cal I I 11 OD m — c`+ p I -t II Under Center lTyp.) I I I '�'� Electrical I •I II r- - - - - 6 I 1 III I I I I I"IEEHAN IA r Wall of Stair III _ _________ ___� O I Service i I i II 1 = 1- 0 1 •I I I I L- ------------- -----, r it L - II _J� x E res Window- I (2) #5 Bars 515 OAK DRIVE I--I-+-I--�- 1 1 I o REYDON SHORES I I I 1 1 1 1 cy = l4> 2x4 Post I I " 1 (Extend 1 8 g SOUTHOLD tBAYVIEW) I O I = �I III cv p Sil Wi hin 3 -8 oo r------ ---, I I t i III I Be and O n .) L---------------------- I I I I I III of Floor I r-+-- , I I I I .'� 1 O Water cv it _ I _ I I I I III �`� !I I I I I 8" 0" I I I ! O 44 Stirrups _ - Service I l r---:-:- _ _ _______ ____--_ = I I 1 - a 12"oc TOWN OF SOUTHOLD o i I �' I I 1 1 5CTM# 1000-80-01-34 I CO I L_--- ------------- - II = I 9 I oo p I I = I 1 I I = (2) #5 Bars I p 't I I I U I E -i T I I I I 1 I I (Extend 18" -------------------------------_ - I II 1/8" TJI 360. 10 O.C. ' . I N - I - 1 1 - oo cL I I I y P g ARCHITECT: ____________ 1 4" P. Conc. Shelf for Porch Slab � I � - 1 I <r I � i Beyond O n .) ____ I I I 400 Am Underground = I I a 41' » I ,, I " L�- J I I L---------------------- ---------------J I v- 21 4" 3 P g I I 19 -9 0 12 -4 I 0 ----- FREDERICK R. WEBER Electrical Service I I I To Approved I I I = I oo I I __ 41 EAST MAPLE ROAD Sanitary System I I I I UNEXCAYATED �' i I ____ I N Areaway for Egress CONCRETE HEADER (TYP.) " 1 I ---- - ----9------------- GREENLAWN NY II'140 Window, Gravel Base Garage Foundation Walls: 1 1 0 » _ „ 52 NOYAC PATH I I 1 1 I W/ Drain to Drywell, 8 P. Conc. Found. Walls w/ 3/4 - I -0 WATER MILL. NY 119'tL I 1 I .-------------------- ___J I I f--- ----------------------- Ladder t Hinged (2) #5 Bars, Top t Bot. on ------------- ---- 1 I Grate Cover 18"x10" P. Conc. Ftg. !. '-•------------------ --------------- -----_.J 1 w/ (3) #5 Bars (Typ.) TEL L31 �54-5555 - Iweberarchitectagahoo.com ...... ............. ................................................................................. . Basement Foundation Walls: 10" P. Conc. Found. Walls w/ q" (2) 45 Bars, Top t Bot. t SEAL: #4 Bars 32"oc Vert., on r��a ',. 20"x 10" Cont. P. Conc. Ftg. w/ (3) 45 Bars (Typ.) Ist ��`GK �• k , Q � a2. 13,_3„ 21'-V 13'-3" 4'-O» 6'-4" 24'-0" Hinged -' :. z Alum. rate g Bluestone =v a}K ,► s .' .. A� Cap NOTES: A _ Ere s I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER NOTE: ALL FLOOR FRAMING TO BE TJ13LO SERIES Area ay -H o o Wn d PARALLEL PARTITIONS, AROUND ALL OPENINGS lum. 00 - AND BELOW KITCHEN ISLAND t BATHTUBS. ¢ Ladder ' o FEB 25. 2025 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. Drain to V- �- a- AUG 31" 2022 Drywell REV.: AUG 15" 2022 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. Note: Window Sill Gravel in T to be �44" Above 24"x 28.15" N Bottom of Bsmt. Slab (Max.) DATE: AUG 8" 2022 4- ALL WALLS SEPARATING GARAGE FROM HOUSE Areawa TO BE I-HOUR FIRE RATED (5/8" TYPE"'X" GYP. BD.) Plastic Drywell y 5- ALL STEEL GIRDERS BEARING ON P.CONC. 2 (NDS FWAS24) 3`1= t' SCALE : 1/4' - 1'-0' FOUNDATION PLAN JOB NO: w202105 FOUNDATION WALL TO HAVE 4"x6"xl/2" B.PL. � `v- (UNLESS OTHERWISE NOTED) 6- ALL COLUMNS TO HAVE 6"xl0"xl/2" B.PL. I/4�� = I�-O`� Z EGRESS WINDOW DETAIL DRAWING NO. (UNLESS OTHERWISE NOTED) I- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. I/4" = 1'-0'$ PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 8- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL A2 CONFORM TO THE LATEST AISC SPEC. OF A9 WINDOW SCHEDULE 13'-6" 21'-0" 13'-6" 10'-9" 24,_p" Unit Model # Area FREDERICK II'-0" R.O. Opng Egres ROHERT ® ADH3250 3'-2"x 5'-0" Yes WEBER 2'-8" © ADH%44 2'-6"x 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B OO ACRD20 2'-0" 0 No A, O ACW2840 2'-8"x 4'-0" No " 6'-4" AAN2020 2'-0"x T-O" No 2x6 Studs i Plastic !16"oc> I Drainage Ring OG AAN21020 2'-10"x T-O" No W -� F—�--I ......... HO BASEMENT 2'-8"x I'-4" No 5I8" ,. ----------�-' - ----- ---------- ---------- ----------�---------- ------------------------- Plywood 2" Closed Cell � I I J :....... Spray Foam I I 11 8'-8 I/ 3'-2" V-2" 8'-8 1/2" O Sheathing Insulation I ; I I 3 1/2" F.G. I I Yo/r� I Model Numbers Refer to "Andersen" A-Series, PG50, Batts (Unfaced) Low-E4 w/Argon Glass, Simulated Divided Light W PATIO �" 2'-8" 4" 3'�g= 4„ Shingled Alternate #3: Up rade to "Andersen" StormWatch Series FRAMING CORNER OnensFrame w/ Impact Glass, Zone 3 3/9" = I'-0" CR 1 H i OUTDOOR HOW o Interior iv 1 (Blu st ne, (Blueston , I I ® ® T/1 H ose `/ 1 - Ran om Rect.) ; Ra o c I I Step On Bench Bib - - � T�- - i r '�E3i1cb" C\\ L, ' DOOR SCHEDULE W � . I = 4'-6 i�/ 2'46" ,-0" 3'-8 1/2" V-2" » 3'-2" 3' 2 1/2„ I, 41_ » I » s, 2„ » IL _4» Unit Model # Width t Height Y Hose i i oo I -------------= I\� I ® ® Bib ; C C _ ' I I Front Door w/ Sidelites 3'-0"x T-0" (Door) Simpson (2) 1 2 x 1 0 (Sldelltes) "Simpson", 1504 (LH-OutSwing)) » » O *— `1 I O I I Shed Dormer I I �� I 1 1 I I rn° (4 Pane Glass-Top, I Panel-Bot.) 2-8 x 1-0 (Door) iv - ME- envon 1 I I I 1 —---J ' 1 W ' Sink ` - iv D n - I I = Corner `�' 10'�6 I I := - I I Q, "Simpson", 1504 (LH-Inswing) Stone = I I I oo I77 323 I I 1 3 2'-8"x 1'-0" (Door) l4 Pane Glass-Top, I Panel-Bot.) Bench °p Built-in w/ 1 I I O I 1 0 o- "Marvin" USFD12010-OXXO-RH IT-O" x T-2 1/2" I I. I I ISelf-Closing �' ® Clad Ultimate Shdrng French Door (R.O.) Shelves Above u, I I - - I I12"A2" I sI L I s I I O 3 Widel I �\ 20 Mln. Fire I 1 ��Tile6" 2'-2'� 12'-4" 8" „ I'-10' I I 1 OPng• I 1 Door v i 32 �\ a-O> 5* "Marvin" USFD60R10-XO 6'-0" x T-2 1/2" Recess Clad Ultimate Sliding French Door (R.O.) W Frameless I I I I i Im LL LL I - `� I 1 Glass �" I I i i ' �� i i Model Numbers Refer to "Marvin" Signature Ultimate Series, Door t i I HI arth to j I I g I ------------- Clad, w/ LowE II w/ Argon Glass Enclosure 42" IC ilin I CeilingI I i Island Ref. 1 p _ Firebox Rid I to Line of Ceilin Break Above I Ride I I ' 6o I _I Alternate #3: Upgrade to "Marvin" Coastal Product Series I —g -----------� Break ---r— �-- _4 I ' ` I Z O _ I I � ! MASTER BEDROOM r' t-- _ 01 ' N w/ Impact Glass 13 I B I 12= r I in O I car I l v 1 I r—————————————— N Med. N� (Oak) j I GREAT ROOM I 1 I I ; I _ RIE \`� i i Verif Operation TH =� 1 - I 'V-' 1 1 2 1 KITCHEN y p COP reesta In C JCab.i rL- 1 a I I l a O : , `� I I ` * Alternate Plan A B Tub _ ( 15 2 I i 20 0 i I I o3 0 0 , 9( Oak) 4-0 - GARAGE I I =o A 0 » rn » »I » 1 „ „ „ Clothes I I Pole w/ Al C'' �ti U 1 i OATS (2) 13" (3) Car a I I O Shelves Ride Above _______ 1 1 = O 8" I I 10 6 s I I s _____ 9 _-_-- x. o DRAWING TITLE: I I Built-in w/ .�� I= I 1 1 i 1 .....................................TV Above C_ I°1 � 1 0_N LINENI I I lie ' i i i i ; IST FLOOR " " 1 5 P. Conc� SlabC #IA -8 1 12 8 1 3 i (5) 18" Lower Sink w/ 6 x6 10/10 ) 151ce/ - I I ' WO Sh IvesCabinet WWf Rein(. » I V. Shely Is I I '� 32 ____________________= Sink Clothes =v _ ------------------- �° (5) 12» Pole w/ /�8„ Tye „X„ I I 0" ,� 1 I Drop Header Shelf Above a WBe Walls t I '--------------- 1 _ I I I She ves I J i _ iv Obl1 �� ©bl. 30" I I i i 30" I oo , Ceiling (Seal I I �` i off Garage) 1 �i Hat rn :` Han rn = I I w 1 �`Q� __ N 9 9, , I.C. g I I = - p I I PAN RY - lU Stone i I --- --------- ``-� :His `�'al (Oak) $ .[Desk iv - -- - - ao I 1= lOa ) Fronts Countertop .� " Hai?91ng: ,� ao 10'-6= Her Han ing „ (NIC) -' 11'-0" 4" 3'=9" 5' 10 iv 10'-8" 2,_4, I „1 R, 13, p„ „ 4' p„ 6,_ Load I „ ��/ 23,Tp„ " JOB: - 1 OFFICE Up 16R I I D I Up r >1 I -C o 10ENCE 1�tEU1 RES 91.6 FOYER 1 1 24" I binet I I mo MEEH,4H (Oak) She ves I < 1 I v � Be ch (Oak) - i O 1 � I I � W � She',, helves = Q► 515 OAK DRIVE H ndr it 30' ' I I x REYDON SHORES cv cv 30 DINING: ROOM co Hose OL I I Hose -� D 516R _� CO 1TS © Bib " s SOUTHOLD (BAYVIEW) 36: I ,9 - 3 -2 I I > TOWN OF SOUTHOLD p © Bib On _ I I a` 5CTM# 1000-80-01-34 cn AC #I UC # `� I L -------- ARCHITECT: ______ A A I I - D l '`r` N I 4'-0" 3'-8 I/2" 3'-2" " 3'-2" 3'-2 I/2" - - - - I 1 cv FREDERICK R. WEBER 0p 41 EAST MAPLE ROAD GREENLAWN" NY II'140 6 ,- „ q„ 6» N Bluestone Cap 52 NOYAC PATH :o on Egress Areaway R ndo _ `�' Wall w/ Hinged Grate ® ® WATER MILL, NY 119'16 I I 1 I I t Ladder _ - -------- - ------- --------- ------- '° ------ A 8'-8 I/2" 3'-2" 3'-2" 8'-8 I/2" TEL 631 154-5555 .1 It 6"x6" P.T. Post w/ tweberarchitectsyahoo.com 10"xlO" Versatex On r Step Enclosure, Strap to Fdn. t Header (Typ.) -2 4 6 SEAL: 3'-8 1/2" 3'-2" ' 3'-2" 3'-8 1/2" 14'-0" 20'-0" 14'-0" 10'-4" 24'-0"931-411 � 'b qp FRAMING MOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. IST FLOOR LIVING 1113 SF FEB 25. 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 2ND FLOOR LIVING: II,S SF s TOTAL: 3148 SF REV.: AUG 15. 2022 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. GARAGE: 864 SF DATE: AUG 8" 2022 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. FRONT PORCH: 144 SF SCALE : I/4" I'-O" IST FLOOR PLAN SCREEN PORCH: 252 SF 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O COVERED PORCH: 226 SF JOB NO: w202105 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 "S STORAGE: AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. S Unfinished 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. _ (Over Garage) DRAWING NO. 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, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A 3 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'. OF A9 WINDOW SCHEDULE Unit Model is Area FREDERICK R.O. Opng Egres ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 T-6"x 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 2'-0" 0 No Al O ACW2840 2'-8"x 4'-0. No O AAN2020 2'-O"x 2'-0" No OG AAN21020 T-10"x T-O" No rT1 HD BASEMENT 2'-811x 1'-4" No 0 14 -01' 20 -0" 14 -01l Model Numbers Refer to "Andersen" A-Series, PG50, r w (Gable Width) (Gable Width) 8'-81/21, 3'-2" 3'-2» 81-81/211 Low-E4 w/Argon Glass, Simulated Divided Light Alternate 43: Upgrade to "Andersen" StormWatch Series ROOF w/ Impact Glass, Zone 3 3'-1 1/2" 121-III 41l 3'-1 1/2" Window (Shed Dormer Width) Pan DOOR SCHEDULE 3'-8 1/2" 3'-2" 3'-2" V-8 I/2" 3'-II I/2" T-10" 2'-10" 3'" 2'-10" 2'-I 3'-II I/2" 3'-8 1/2" 3'-2" 3'-2" V-8 I/2" I I 1 1 p Clerestor Windows I I I 1 I Unit Model # Above) (Above) 1 I 1 I Width t Height ® ® 0 @ @ 0 ® ® ROOF I I I I v • I I O Front Door w/ Sidelites 3'-0'x 1'-0" (Door) I -U I I I "Simpson" (2) 1'-2' x T-0' (Sidelites) flu = I I "Simpson", 1501 (LH-OutSwing)) » I I 0 o i .; I I I l4 Pane Glass-To I Panel-Bot.) 2. -8 x 1-0 (Door) I I I I Shed Dormer I I I I , 1 rn l I rn I P. ��-----111 N iv I Tray •Ceiling I I I I I I Tray:Ceiling I N = 1 I S I I 1 I I I I I I I I I I "Simpson", 1504 (LH-InSwing) Pitch I Flat, Ceiling I Pitch I I I I Pitch I Flat I Ceiling I Pitch I I 1 ;o I 0 (4 Pane Glass-To I Panel-Bot.) 2-8 x l-0 (Door) ao E �� I I I I L I o ° I I\ 1 I 1 1 "Marvin" p » r » O I I I I I I I I I \ I I 1 Marvin USF012010-OXXO-RH 12-0 x l-2 I/2 _ O Clad Ultimate SlidingFrench Door (R.O.) I i I I I I I I I I I I I 4 II'_0" I 13 _011 I �'+ I I I 20'-0" 241'0ll I I �* Clad UltimateUSFDS�d Sliding h Door (R.O.) x 1-2 I/2" 5 r I I I I I I I BEDRO�M 3 i I I \0//- 1 I W I v l I I I I I I O I Frameless 1 �y (Oay Glass I `' Hgt. �• I I I I I •I I n� 1 Door t : I i Model Numbers Refer to "Marvin" Signature Ultimate Series, W I I P ofile j Ceiliing i :Ceiling i 72 I 1 Enclosure \ I Clad, w/ LowE II w/ Argon Glass I A ove Roof I Ridge I Line of Ceilinp Break ________ I IRddge I I = \ I I I Alternate 43: Upgrade to "Marvin" Coastal Product Series I i I :.• . -- I------------ tt----- I I I I I g � BED OOM 2 u, l6"xl " 1 - \ 1 1 w/ Impact Glass IZ3 I R I 3'-4" Ill 8» 411 3i_41/ ll ...... " 101ak3 i /. lue I i UPPER GREAT ROOM I I . 4 : •\ \ I I 1 •...I. I I I I \ •. I 1 11 I 12"xl2" I I i Verify Operation 28 28 A I I i./. 8' eilin 28" �� RecessTile * Alternate Plan I I I 8 Ce CL. I g \ I I A Al I I I 1 /:1 I I I I 32}/• Sgl. Hanging r--- iv \ I i = Al - I I ��a/ .• I I I I I Ridge \ I I O ao O I I II II ------- ----------- -------- ------ --------------------- I I i DRAWING TITLE. I I. . . ..... �. I I I I I \ — ------, v- I ( I I ROOF - I _'�' I 3'-8/11 1 12'-8" 1 1 31-8" 1 I I "- zo STORAGE / I I tr Tray ICediiig/.' - 1-_- Pull-Gown HALL I �r v 2ND FLOOR -- I I Stair (Centel •. I I ' 11 i Future Hall I / I I 1 8 ellinc ' I \ '. (Oak) I ``� 32 M I q . I I I in Hall) .• • I= W.I. — —.—. — — — — — — — — --•— ---- ------- ----- - __ 2811 I '' - °i id e Dro Header ---- I 9 Rail P Ridge i....................................... I_ N 1 ll ll 1_ N ll 3011 11 - 1' 0" _ ll Ha„din \�0 $ Co �+Uj 12 xl2 I I / g Shelves I s. - o - Rail = Tile �� : 6-Hgt. Recess = 12"AT' e s 30 - - - I 1 8' Ceiling / O ' / I I I JOB: i Tile a s LOFT iv C g : 28 Recess `r o r - (Oak) 3� - /' NEW RESIDENCE 'IT, 31 " 4 n o u e 4" 3,-4°s 5 -I 11 101-101, 4" 2'-I "4 :Frameless I I3,_011 `r I /' I 1 I MEEH,4N u . :-2 1 2411 Doorv_ I I I 515 OAK DRIVE T r, •• 11 1 I Enclosure� . � .� iq (1 Tea Is 10 t I rn I tY I rn I \ '. - I I I 2 1 I I z I REYDON SHORES Dn. LH 2 4" I SOUTHOLD (BAYVIEW) " 2'-011 ' \ '.: 16R TOWN OF SOUTHOLD SCTM# I00080OI34 I Shelves CLN I BEDRO M 4 _ I (Oak!) O O , i I I I I ARCHITECT: O E E E .o i � �- 9 -411 51 ill I I i � 0 D (Above) P�h Flat.Ceiling1 Pitch> FREDERICK R. WEBER 3'-8 I/2" 3'-2" C' 3'-2" l'- I/2" 2'-8" 5'-3 I/2" 2'-8" '-8" 3' 0 I/2" I I 41 EAST MAPLE ROAD Tray :Ceiling i GREENLAWN. NY 11140 ® ® 52 NOYAC PATH ROOF WATER MILL, NY 11914 8'-8 I/2" V-211 8'-8 1/2" TEL 431 154-5555 O D (Above) Pweberarchitecta ahoo.com 3'-8 1/2" 3'-2" 3'-2" V-8 1/2" SEAL: II'-O" 14'-O" 20'-0" 14'-0" 10'-4" 2 '-0" ly��GK R.~ 4 wJ4 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Ali 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. B. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 2ND FLOOR LIVING: 1115 SF FEB 25. 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 15. 2022 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. UPPER IST (OVER IS'): 341 SF PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. OVER GARARGE (6'+): 600 SF DATE: AUG 8. 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE : 1/40 - I'-Om S. ALL FLUSH W00D CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 2ND FLOOR PLAN_ JOB NO: w2O21O5 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 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z 10. PLYWOOD SHEATHING TO BE NAILED WITH SD a 4" O.C. EXTERIOR EDGES AND 6D 8 I2" O.C. INTERMEDIATE. 1/411 = 1_ 11 DRAWING NO. 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, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A4 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 11. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 3" Thick Bluestone Cap Stone Faced Chimney Ix8 "Versatex" FREDERICK Rake' Bd. w/ \ Ram's Crown # ROBERT ,' `� Ix6 Freeze Bd. (High Wind Nalling' / � WEBER 12 — ----------------------------------------------- ` Ix8 "Versatex" / \ ,/ `\ // \\ 12 Rake Bd. w/ ffARCHITECT Ram's Crown 11 // `\ ,/ D / D ` Ix6 Frerze Bd. / \ / \ / \ / —, --————=—————— -------- -- - ---- \ / I\ , o ................. . 12 r'•` r•� n 3 1/2 r�1 / \ I U Ix8 "Versatex" ,' `\ I I I I S ndin Sea I I Fascia Bd. w/ , \ -- - -- -- - -- -- III III II M tar of I Ix8 "Versat ex" pdl --Half Round Fascia Bd. w/ x8 Belt w in el are rownAlum. Gutter l -- - -- e _ _ _ - - __ - I _ Half Round T - Alum. Gutter 9---------------- ------------=------------ ------ -- ---------------- ------------ -------------- ----------- II a I I I I I I I r—————————————————————— —————————————————————— r l.. ............... . ................ ................ ... .............. ............... .. �..I..... I I : :............ I..I. .................:.................. ... .I Stfapp':PO I I .......... ................. / 1 1 I I : : i..E ..............: :..............: ... ��to• Heade I I I I I I E I I x I I I I E I I I I ersatex I n © Q © I E Bronze ceening I Lxd PT. ost, I I Casln I v 1 in Maho Frames Encase in 8x8 I i I I f I "Vermte Enclosure \ 3 I I I I I f � ® ® I I ' � 11 II If I II i ® ® ut oor Gate I I E ;`I I ShowerLL 11 \ I I E I I IKed Uear Door I I I I E i I I I id-ew-aT bbinciles. 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SCTM# 1000-80-01-34 Ln I O I I ' / ' \ it-SitA O ARCHITECT:3 1/2 An -0/1 FREDERICK R. WEBER I I I I /,' 41 EAST MAPLE ROAD GREENLAWN" NY 11140 I I I I I3 Ix8 "Versatex" I I I I I Fascia Bd. w/ 52 NOYAC PATH _ __-_--------m-----------sue= ---_ ------ --------------------- ----===============----_-_-----------------_ - Half Round WATER MILL. NY 11914 ---- --------------- AI um. Gutter -------=--------9--- --'----- ------------_______� -- x8- -w e- are- roan---- ______________________________________ L - ---- -------------- - --------- --- --------------------------- ---1x8"BeJi-wl- �Flar�t-Crswra--- I I I r_ I TEL 01 154-5555 am s rown— we erarc i ec oo can ..i nder Ix � � traost I� I � r----------------------=--------- T ................ I Column Cap to Header II SEAL: I I L_ I; I I " e ear I : I B O I x ost, I. I I I O � S dewall Shingles. 4 ^7 6 Ex ure ( ® ® Encase Ta ered I I 1 / Ll I I jj� ® ® ea Ce ar gi e rn es I I II "Ver ate" o ure . ' _--1I 1_ I -- --- — 1�E !_ " I_ I ou _ f 98.1' To South Propert9 Line === = e== ------ - Shingle : _ _ stone e Flare --' - -------------- ------ ------------=- ------- - Ve ch all ---- ----------------- - - L -- ----------- ---- I II I II �� II II I I I I I I I FEB 25 2025 19 I I l i 10 4 24 0 I REV.: AUG 15, 2022 ill :0" I I r J of: on 0 I I " I " I " I I II I II I I DATE: AUG 8. - I I 11 II L_ II II I I I 2022 I I I I I I I I I I I I rJ L-1 I I I I Ll I I I I I I I I SCALE I I I I I I I JOB NO: w202105 II II � II II I I I I I L-------------------- ----------------------------{ - 1 -=-- j I DRAWING NO. rT __ T r—_ T r_—I1__ ____________________r__I�—_ —_—i- �—_—_____—_T __________________________ I I _____________ ___ _________________ ______ ________ L---' I I I I II I I I __� I I L—__—_J L____ _J L_—___J L _J EAST ELEVATION A5 OF A9 / Stone Faced / / Chimney / / / / FREDERICK ROBERT WEBER I Iolk -- / II - / II ——————------— —— —— ———--------———— -- —— —— —— —— —————————————— / II ARCHITECT / / II / II / - -- -- ---- ------ --------- - ------T:1 ---- ---- - - -- -- -- ------ - / I , / I �-- - \ 40, % / I 71 \ Ir_I 11 / 1 \ 12 I 12 3 1/2 3 ' I I —a Ix8 "Versatex" Fascia Bd. w/ Half Round Alum. Gutter r / W' I I ---- / II I ----------- ------ --------------- —---—————————————————————--- -- — — ---- < II uu f----�— I / II I FFH� 1E± 1111 1 L . 1111 I II I W I II I I I II I I i II I I I I I I " q, " 9 _ 9 _ I „ I II I _ — :arr ____ red I I 12 - 3" O I „ 52.3' To Front Property Line i I I I I I I I I I I I I I I I � ��:I I: .•' I I I I I � I I I � � J..•'� I' I I I I I r J I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —_—____ I I I I r-J- --I-Z 1-L------------- ------ -- -- ---------- ------ -- -- -----------------J L T- L-- -J------------- ------J ------ 3" Thick Bluestone Cap NORTH ELEVATION- DRAWING TITLE: ELEVATIONS Stone Faced Chimney r -- ------ -- - -- -- -- ---- ---------------------- ------ -- -- - r- -- ---- -- -- -- -- ---------------------- ------ -- -- --------- (1-ligh wind r JOB: NEW RESIDENCE MEEHAN 515 OAK DRIVE +---------------------------- ---- -- -- -- -------- -- ------- - -_---- REYDON SHORES SOUTHOLD (BAYVIEW) TOWN OF SOUTHOLD SCTM# 1000-80-01-34 5/4x4 " atex" Ked Cedar ng Sidewall Shin ales. ARCHITECT: I 12 LLS=i I ........................ Ix8 "Versatex" 3 12 FREDERICK R. WEBER Fascia Bd. w/ --_- - I - ---- I 41 EAST MAPLE ROAD Half Round y - - I I 3 I/2 GREENLAWN, NY 11140 Alum. Gutter ,,- I I I 52 NOYAC PATH s _ I WATER KILL, NY 1191L _ __ _ ====r === _�== � '--——————————————————— -- ' '- --------------- -----��----- �— II10 TEL 431 '154-5555 f weberarchitect9vahoo.com I I I�_I II I I I SEAL- in Mahogany Frames =e ear . ............................ .. ........ `cK : 6x6 P.T. Post, r ewa Shingles. Encase in 8x8 © © Exposure Versatex Enclosure I I I I y.. I � 19' To Rear Property Line I - --- --------------------------------- L_j—————- L1_-_i---LJ I I I I I 1 1 I I I I I I I I FEB 25, 2025 1 1 I 12'-3" I REV.: AUG 15, 2022 I I . . I I I I I II I ...................:..:..........1........1 I I I I DATE: AUG 8, 2022 SCALE : 1/4" = I'—Ow I I I I I I I i I i I I I 11 I i I I I JOB NO: w202105 I I__LJ____________ __________ ________ __: :___i_-LJ I I DRAWING NO. rJ L.T-J-.L----------- -------- ----------- -J-f---L-J -------r- - L---L- - I I --� ----- 1--------J L-----J SOUTH ELEVATION- 1/4" = 1'-0" OF A9 U l/W LVL RidgeStrap Ridge � Asphalt Roof Shingles, 12 Shingle Underlagment (Per Manufacturer) FREDERICK ROBERT trap Ridge WEBER Ice t Water Shie d 2X8 U., 1(60c (High Wind Nailing) Roof Perimeter CHITECT Shingle Underlagment AR "Hurricane" Strap Wer Manufacturer) on All Rafters to Lap Wall I`R J Ix8 Fascia Bd. C4 1/2 Round Alum. Gutter 12 Ix4 TtG Soffli E -------------- --------- -- UP t. T -------T Ice t Water Shield Cont. 9 Window Head Roof Perimeter All R for Sound C14 brloor Ix8 Fascia Bd. 16 Shingles 304 Felt. Ceiling (Seal Foam Insulation (R13) 4" Closed Cell Spraq _L4 New 'Roxul", -Sill Seal Foam Insul. (R26) in Box-Bag Area I Fir& Protection) 3 1/2" Steel Pipe Metal X-Brdg. Col. on 34"x34"xl4- 44 Bars 32"oc Vert., on SECTION AA 1/4" = 1'-0" i_Ridges SECTIONS to Align 2xI0 Cont. V Closed ell Spray Rartert, Both -Sides of Dorme P Shed Dormer NEW RESIDENCE Ott on 01 int 00 Rail r FREDERICK R. WEBER WATER MILL, NY 11914 IxI2 Frieze Bd. SEAL- (Shin ind) FRONT PORCH 4xL Pressire Treated Post. 'Simpson" MPB64Z Post Base Simpson' LPCZ Post Cap Bluestone Bluestone Midspan Fire Protection) w/4"X0, 10/10 REV.: AUG 15, 2022 to DATE: AUG S. 2022 Cr in P.* Conc. Slab JOB NO: w202105 DRAWING NO. SECT 10 N 13 f3- A7 . / 1/4" = |'—{J" OF A9 FREDERICK F I N I S H S C H E D U L E ROBERT WEBER SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS 0 ro CL w w w q w v $ I S v m ARCHITECT cT1 07 cn U z oc z ro a- Ini= c ~a _ . z .� cA W st O O O Q J U cn D- W O W ,,, " 11 w w z w 0 a o U O z X o o „ = u U arc o o "' p O O z W LU YO wI- va zCpZ ?m— oc IV p ca CC) m Q w0- w < � LU z k5 W ►— z o _ ZmO4 oo U x z U > > za U U 'Na Qzw ivW v :2 O FOYER (Coats) Q ® 0 0 ® ® 1 1 1 1 0 9'-0" Paneling to 42" Hgt. GREAT ROOM ® 1 0 0 0 0 Varies DINING ROOM 0 0 ® 0 0 9'-0" KITCHEN 0 0 0 0 ® 1 10 0 9'-0" PANTRY Q ® ® ® 0 9'-0" MUDROOM (Coats) ® 0 0 0 0 0 0 9'-0" Vert. Bd. to 6V' Hgt. LL• POWDER ROOM ® ® 0 0 0 Q 0 9'-0" Horiz. Bds, to 42" Hgt. (0LAUNDRY Q e ® ® 0 9'-0" OFFICE 0 ® 0 0 0 MASTER BEDROOM Q ® 1 lei ® I I 1 10 1 9'-0. MASTER BATH ® 0 0 0 Q 1 0 9'-0" U)MASTER WIC ® ® ® 101 1 19'-0" FRONT PORCH ® ® 0 0 0 9'-01, REAR PORCH 0 e 0 0 0 9'-01, 5 3 / � �� COVE 4 I / 2 COVE SCREEN PORCH 0 0 ® 0 0 9'-0" GARAGE 0 0 0 491 1 10 5/8" Type "X" GWB FULL SIZE FULL SIZE MAIN STAIR 0 0 0 01 0 0 Q Varies Panels to 42" Hgt. BASEMENT STAIR 0 0 ® 0 0 Varies LOFT 0 0 0 0 0 0 0 8'-0" Paneling to 42" Hgt. BEDROOM 2 (WIC) 0 0 0 0 0 Tray BATH 2 0 0 0 e ® 0 8'-0" 4� Q HALL lei el 101 ® 8'-O" BEDROOM 3 (CL) 0 e Q Q Q Tray IL BATH 3 0 0 0 0 0 0 8'-0" CAP Q BEDROOM 4 (CL) 0 0 0 0 1 ® 1 Tray MOULDING N BATH 4 ® 0 ® e ® 0 8'-0" STORAGE ® ® ® Varies DRAWING TITLE: COVE FINISH F-: BASEMENT 0 0 0 0 0 9'-0„ MECHANICAL ROOM 0 ® ® ® 0 9'-0" SCHEDULE MOULDING 3/4" TRIM CAP CAP � MOULDING MOLPILDING FACE OF COVE WALL —� COVE COVE co JOB: N \_ \ — NEW RESIDENCE N MEEHAN " lx6 HORIZ. " lx4 TtG 515 OAK DRIVE 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE REYDON SHORES 2 1/2" GWB GWB W/ NICKEL WB VERTICAL SOUTHOLD (BAYVIEW) STILES t JOINT BD. (OPTION RAILS W/ BEAD) TOWN OF SOUTHOLD SCTMtt 1000-80-01-34 BACK GYP. BD. ARCHITECT: BAND FREDERICK R. WEBER \ 41 EAST MAPLE ROAD r GREENLAWN, NY 11140 52 NOYAC PATH v VENEER WATER MILL, NY 11914 N \ PLYWOOD M NOTE: 3/4" TEL 01 154-5555 ALL 0 M BACK TO BE ELECTRICAL LLEDRECEPTA RECEPTACLES y fweberarchitectO ahoo.com BAND 1/8" I/ HORIZONTALLY IN BASE .. _* 3/4x5/8 MOULDING lU LESS OTHERWISE SEAL: NOSE t \ COVE PANEL /' ; �,%X P. WINDOW 3/4 IrUINDOI�J / DOOR MOLDING wo 'C""'` ��"� HEAD -- CASING — TYP n ,r,� 4" SQUARE EDGE .r.1 �. 4.�;;1 ► 1;i, BASE UNDER SHOWER CURB, �fM' Half Full Size „ „ r� ��•��4 �.. ,`� Half Full Size I/�{ I I RECEPT CLE OVER ►' Ix8 Ix8 5/4x8 5/4x8 2 3/4" x 4 12" W. CABINETS, ETC. BASE BASE BASE BASE (TYPICA ) M M _ N FEB 25, 2025 M REV.: AUG 15. 2022 tr MOULD DATE: AUG 8, 2022 Note: � m Where Window Sills — SCALE NOTED Occur Directly c<1 Above Countertops, _ I/2" I/8" I/8" I/ SHOE SHOE SHOE SHOE tr SHOE OUL JOB NO: w202105 Eliminate Casing and — Extend Backsplash to I/4" WIDTH AS REQUIRED 1/4 \ DRAWING NO. Underside of Sill WINDOWSILL — WINDOW � C � SIN G 8 BASE ELEVATION N p '► M (Typical)SILL �" BASE (Typical) I I U L T I I L E UNITS 3/4„ FULL SIZE FULL SIZE Half Full Size Half Full Size I--I0RIZ . VERTICAL A0 PANELING WAINSCOTING BOARDS BOARDS Hair Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter 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 Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 99 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d c. a on RAFTER TO STUD. - NAILS m 4" O.C. AT ALL JACK POSTS ( ) 16d 16" o.c. along edges TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL E 4 - N NAILS EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud �o 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO 4 IL 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 — 8d NAILS FLOOR FRAMING TYPICAL eST31 METAL STRAP - Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist JACK POST MST, STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS a48" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. = 51MP50N MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 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 TOPS PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 a10 O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field ,-SIMPSON MTSA 18-Z W/(0 8d NAILS TOP t WALL SHEATHING BOTTOM ° 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ 7 /16" 6d 3" edge /6" field (6) 8d NAILS TOP t (d) 8d NAILS TOP 4 BOTTOM 32" O.C. FLOOR JOIST : BOTTOM 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE : - TOP OF FOUNDATION - - Sd NAILS I, O.C. Gypsum Wallboard m a oard a..: .:...... i,. ., .••......,•.i'.l.r, • Y,,.• ., ..1, ...':. .'•�.:' .•:• ..1'. .��; yp 5d 7 edge 10 field DRAWING TITLE: tt (SHEATHING TO LAP SILL PLATE) g / 2 5 REBAR �:;�- Hardboard =:t-�. 8d':<'= see table 3.9 (2) 2 x 6 SILL PLATE ! • �y.t. Part icleboard Panels 8d see table 3.9 CODE OETAILS COPPER TERMITE SH IEL D - •';;. .:;'. Dia gonal onal Board Sheathing Q TREATED. w/ SILL SEAL (T P) • ' a .. 1 x 6 or 8 1 x :�•• 2 - 8d e r support " " P PP ::,.. .. :' •':i'•: 1 x 10 or wider •,.. :';." ,�::•: '; .:,-• 3 8d er support SEEFOUNDATIONDW P S G. a .t FOR DESIGN/REINFORCING •'• `•'' FL OOR SHEATHING •i .t. •`}'.. :.�•r �/•i ":�`:...a3:. �I•.i a'�r•4 "t•�J M;I,•�.f.: ..; ,}r .•''r Structural Panels 5/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x2"x3/16" WASHER. (HOT DIPPED GALV. OR greater than 1" 10d 6 edge /6 field STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROM HOLD DOWN + • SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support E RESIDENCE SILL PL W/ FELT STRIP 1 x 10 or wider 3 - 8d per support 1"1EEH,4N 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 515 OAK DRIVE 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall REYDON SHORES be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD (BAYVIEW) 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD SCTM# 1000-80-01-34 ARCHITECT: FREDERICK R. WEBER . . . .PROVIDE' 8d COMMON. NAILS.6 6"' O:C. 41 EAST MAPLE ROAD • •. -AT- ALL -AREAS* OF-ROOF FURTHER . . . . GREENLAWN, NY 11140 'THAN- 4' FROM ''RIDGE/HIP/GABLE - ' DESIGN CRITERIA: 52 NOYAC PATH I WATER MILL, NY 119-14 I I I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 �54-5555 ___ 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitect9gahoo.com ---"------------ LIVING AREAS - 40 PSF. L.L. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY 0 U •'.' 11 -.' EACH END 916 O.C. EACH END a16 O.C. BEDROOMS 30 PSF. L.L. ,� on, • DECAY - SLIGHT SEAL: W.W WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP Ckt (r w B 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - ICE SHIELD UNDERLAYMENT REQUIRED - YES %CK R. - "1.. FDN. 516" O.C. w/ 5-8d COMMON NAILS IN �F ' -',L �� EACH END alb" O.C. � � PROVIDE 8d COMMON NAILS 14" C. I 4 AT ALL HIGH PRESSURE ZONES I ql[ NOTE: HIGH PRESSURE ZONES: ARE AL A EAs :1 4 0 FROM ANY RIDGE, HIP O;R GABLE D ; �•.:.. Y� •., ` ,y oOL.0 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ....•.....•.. • W+W.06 CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1 ; . . . . 0_4 '.a-. .. 1 y.T.Z . . . . . . . . . . . . . . . . . . . ' .��•. hrry .�� !<4.n I W F T-O"� MAX. � FEB 25. 2025 f I WINDOWS - GLAZED OPENING' • • ��3,`r��pyyk�,�` ,+�� REV.: AUG 15, 2022 1 " 2 -0 MAX. eta 2 3d COMMON DATE: AUG 8, 2022 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE AS NOTED DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE E 199L AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202105 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ,'•: ... g�.'�P?;th:,° OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF PLAN-I `lR „tom �1 " e: ,��~:;•,.��r PROTECTION. ATTACHMENTS SHALL BE 2 I/2 48 WOOD SCREWS, I6 OC DRAWING NO. �4; FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' (N.T.5.) 5: GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 WINDOW SCHEDULE Unit Model R # Area FREDERICK R.O. Opng EgressROBERT III-ON 13'-6" 21'-0" 13'-6" 10'-4" 24'-0" ® ADH3250 3'-2"x 5'-O" Yes WEBER © ADH2644 T-Ox 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 2'-01$ 0 No AZ O 6x6 Post, (8) Locations: ACW2840 2'-8"x 4'-0" No w/ "Simpson" MPB66Z Post Base O AAN2020 2'-0"x 2'-0" No w/ "Simpson" LPCZ Post Cap - \ i I� O AAN21020 2'-10"x T-O" No W (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. I HO BASEMENT 2'-8"x I'-4" No ------------------------- ----------�---------- ----------�---------- ---=-- --- ---------- — — —•—•—•—•—•—•—•—•—•—- ------------------------- i J I I O I 0 G IjI Model Numbers Refer to "Andersen" A-Series, PG50, ► 1 Low-E4 w/Argon Glass, Simulated Divided Light W I u u I u II 4 Alternate #3: Upgrade to "Andersen" 5tormWatch Series w/ Impact Glass, Zone 3 > - — — — III Crci H� 1 -; `i 1 I I N 1 U U = U i (3) 9 I/4" LVL Hdr. r - - T\ - - ; O O ; O 1 y (2) 9 1/4" LVL Hdr. 1 QO 00 1 a0 _ _ _ _ _ j I N N N N ' N N --- — — — — — — DOOR SCHEDULE / \v Width t Height 1, I y ; ; �� s I -- ---- Unit Model # °o > I I Front Door w/ Sidelites 3'-O'x T-0" (Door) (2) 9 I/4" LVL Hdr. (3) 14" LVL Hdr. — ' (3) 9 I/4" LVL Hdr. - I O C3 Ln I I I 0 "Simpson" l2> I'-2' x 1'-0' (Sidelites) r. j, _ N "Simpson", 1504 (LH-OutSwmg)) "Shed Dormer i i O N I I = � (4 Pane Glass-Top, I Panel-Bot.) I I v 2 2-8 x l-0 (Door) I ---- - iv (2) 9 I/4" LVL Hdr. I I I ,lN I Simpson , 1504 (LH-Inswing) _ _i 3 2' 8'x 1' 0" (Door) (3) 2x6 Post l I Il4 Pane Glass-Top, IPanel-Bot.> (3) 2x6 Post I 1 0o O "Marvin" USFD12010-OXXO-RH IT-0" x T-2 1/2" 0I II 1/8" TJI 360 16" oc v I u i i u II II 1/8" TJI 360 '� 16" oc > ` I 4 Clad Ultimate Sliding French Door (R.0) � I ' I I - _ III :,- I6 TJI 560 I 16 oc 1 _ I * " " " "------ (3) II 118": LVL ; 1 ' ' ili 7 iIi I `� 5 Marvin USFD60R70-XO 6-0 x l-2 I/2 = I 1===== -- -----=========== =- I 0 en to I 1 I I O Clad Ultimate Sliding French Door (R.O.) W p � ` O X 'I (3) 2x6 Post II I Above `x,,o III II III i 2 `�\,y `-____-_ I Model Numbers Refer to "Marvin" Signature Ultimate Series, IIell, II , Q ------- Clad, w/ LowE II w/ Argon Glass I C ilin I Ceill x ,r2_x13 R., 16"oc � � ' °p IRid I Line of Ceilln _Break Above I Ride z I I , : � \ 16 1 " z9 I • v, ______ 9 ___ ____�_ __ I I i Q, `�o� 1 1 Alternate #3: Upgrade to Marvin Coastal Product Series I = r II i r------ O t-- I I j i 0 w/ Impact Glass IZ3 -1 III I — I 0) i — I -------------- > � I I N — II I I I III i I > I '_ •• n I I I I = i m I I Verify Operation -, I "- N I 1 I I l a ' �� I I I * Alternate Plan III (3) II 1/8"! LVL �; 1 1 3 I I o ; �O I 1 A °p1 1============^===========_= I �' I III p` 1 I I I I A AZ N81_611 41, �� I I I5' '2" 1 I 201-0" 1 I 13'-Oil O II 10l_ I ` 2311oI1 I 6" AZ V I I i (3) 2x6 Post j I I °D I I I i �O -- --- - ---�-- -----Ridge Above__ �� I I O s I - - ------- ..........................................;.. .I. DRAWING: TITLE: c�v I ,l I�%1 I Ill 13'-011 �i ti- I u_ I Q- r l 11 i I (2) 9 1 4" L H r. �' I I i M 2ig10 IL"oc I I ,� I I — 16" TJI Zvi 16" oc r 2ND FRAMING AC #IA 1 x8 C.J., I6"oc I I ' I ' I II 1/8" TJI 360 16" o m j I I I I I ° I i' I 1 III I I I I ' 1 I I (IST FLOOR) I I I (3) 2x6 Post I -__-__ (3) II 1/8" LVL (3) 2x6 Post IE ---------------- -.-.-.T.-.-.-.-.-.-.- i' ! 1 1 Oro Header II 1/8" TJI :360 1611 oc i I 1 12x10 R. I c J�' III• s (3) 2x6 Post III p (3) 2x6 Post 1 '1 = O e ' 1 `-------------- �� II 1/8" TJI 360 9 16" oci , I I I L > 1 \Q yte°,�' _j ----------- � i u — I 'Ir.v " I " v � �- \��i =o N s (2) 11 1/8 LVL (Fl /1 11 I I v --- 1 =° - -- —.1 1/8 TJI 360 16 oc � I 2,oc8 C.J. • 6 oc JOB: - I L/ m — — N I — m ' ' I NEW RESIDENCE i........ II 1/8" TJI 360 I6" oc I �' I I i '� c � C0 1 i i MEEHAN 43 (4) 2x4 Post 1L 11 I I ao 515 OAK DRIVE m I p� 1 I REYDON SHORES " j 2) 9 1/4" LVL dr. 16" TJI 5601 16" oc I r i SOUTHOLD (BAYVIEW) (2) 1 I/4 LVL Hdr. TOWN OF SOUTHOLD Q I I I SCTM# 1000-80-01-34 g ' I _ 11 1/8" TJI !360 8 16" oc AC #1 A #2 I 1 (2) 1 I/4' Lyt Hdr. (3) 9 I/4" LVL Hdr. 1 L-------------- (2) 9 114 LVL Hdr. 1 '1 2XIO R.R., 16"oc l' ° ° , iv 1 ARCHITECT: III '/ II J > — FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 � J iIi �:�� U '° � �j � � (2) 9 i/4" LVL Hdr. 52 NOYAC PATH X X Cq WATER MILL NY 11911, N N N �y M 111 i 1 1 (2) 9 1/4" LVL Hdr. ....... ......... =_= —=_ TEL 631 '154-5555 (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. fweberarchitectsyahoo.com 6x6 Post, (3) Locations: w/ "Simpson" MPB66Z Post Base w/ "Simpson" LPCZ Post Cap SEAL: 11'-011 l4/-OIL 20'-0" 141-0" 101-41' 241-0" FRAMING NOTES. Al ;;� I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 6/8" MIN. THICKNESS OR AS NOTED. PROVIDE 'SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO FOUNDATION WALL TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. NOTE: ALL FLOOR FRAMING TO BE TJ1360 SERIES �B $ ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 1N 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 15. 2022 S. 501_ID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 2ND FRAMING DATE: AUG 8, 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Storrs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ( IST 1 SCALE8. ALL_ FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. F L O O R ) O JOB NO: w202105 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 �� AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. y 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. 1/4 _ 11-O DRAWING NO. 11. ALL. ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OF'' APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. st 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. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. WINDOW SCHEDULE 20'-0" 14'-0" 10'-�¢" 24,_O" Unit Model # Area FREDERICK R.O. Opng.Egres2 ROBERT ® ADH3250 3'-2"x 5'-O" Yes WEBER © ADH2644 2'-6"x 4'-4" No © ADH2438 2'-4'x 3'-8" No ARCHITECT B O ACRD20 2'-01, 0 No Al O ACW2840 2'-811x 4'-0 " No O AAN2020 2'-0"x 2'-0" No O AAN21020 2'-10"x 2'-0" No HO BASEMENT 2'-8"x I'-4" No 0 Model Numbers Refer to "Andersen" A-Series, PG50, r Low-E4 w/Argon Glass, Simulated Divided Light w Alternate 43: Upgrade to "Andersen" StormWatch Series ROOF w/ Impact Glass, Zone 3 i 3'-2" 13'-8" V-2" (2) 1 1/4" LVL V 1 (Dormer) DOOR SCHEDULE W I I I 1 I� I Unit Model Width t Height (2) 2x6 - ROOF!Tgp ) 1I I1 �rn I III II1 Front Door u/ Sidelrtes 3'-0"x T-0" (Door)(2) 1/4" LVL !3) 5 I/2l LVL Hdr. (2) I/4 LVL (D "Simpson" (2) r-2" x 1'-0" lSidelites) R. 1504 II , I 1 � 0t , LH 2'-8'x T-0" (Door)j Shed Dormer (4 Pane Glass-Top,To I Panel Bot.) C4 _ I TrayCeiling Tray Ceiling I I I II b l I I o I I I j 2x10 IR.R., IL: oc I 2x10 R.R., I6"oc j "Simpson", �504 (LH-InSwing) I, I I 3 2'-8"x T-0" (Door) `r itch I Flat Ceiling I Pitch IY II I I I Pitch I Flat I Ceding I Pitch 7 I (4 Pane Glass-Top, ! Panel-Bot.) I I T I I I — F—I o o I —� I\ I I I I 2x8 C T., 16 oc I I I I I I' I I I � � I I '\ / I• "Marvin" uSFD12010-OXXO-RH 12'-0" x 1'-2 I/2" M2xlI0 R.R., 16"oc I 2x10 R.R., 116"oc `I'll 1 I I IY 2x110 R.R., 16"oc 2x10 R.R., 116"oc \ j ® Clad Ultimate Sliding French Door (R.O.) I I I. I I I I I I I I I I I I1II 2x8 vQ,l -�cy II " "Marvin" USFD60RIO-XO 6-0„ x 1-2 1/2 CI.T., 16"oc 2x drtl 2x8 C.T., 16oc Clad Ultimate Sliding French Door (R.O.) TI u 2) 2x10 M 1 1 2x10 R.R., 1 "ocLP Model Numbers Refer to "Marvin" Signature Ultimat e Se ries, s,............ Clad, w/ LowE II w/ Argon Glass N I oo 11 W I III I T de I Line of Ceihaa Break - I IRi e I j I - \� I I Alternate I3: Upgrade to "Marvin" Coastal Product Series I r I n --'r-r---------- --------•tt7 --- I oo I I I I pg II .• I 1 I I fY I 1 \�,- 1 1 w/ Impact Glass IZ3 O ...... ........ .......... I Ip� u �y \� j I I Verify Operation I I I I I o f I I o \ I — I p I I * Alternate Plan A } 1 I (2) 2x10 R.R. I` �.};- _ I T i i i ,- ��- 8' Ceiling N \ j I I Al �.- --- 2xl drii I I IY 8 Ce I _ I \ �I; - \ A 'fi II ----- --- I !� I I I �; Ridge (2) Il 1/8" LVL \� I I p i -. ...........I..........................: ......... a. .........I11 t I I 2 --------------J------- ----------- --------------------- I I DRAWING TITLE: 'v- r I I /•' I III Ti --, �, oo I I C14ROOF 1 1 yll ° I I I Overly I I Attic I x Tray I Ceilirig�.•----1 cN I I I cv Roof y l�`0,�. Access I -1 I I I I I'•2 8 CLJ., 16"ot 1 —° �. •/♦ I I I ROOF FRAMING 8 C�ellin Overlay u I I I I 1 2x8 c �'i6"o� Roof (3) 11 1/8" LVL ....................—.=.�,=I----� ; "' _— -- ----- / (2ND FLOOR) I —. — — — — --- — — — --- ----- —. —. — —.—.—.—.—.—.—.—.— I I I Ridge Drop Header 11 1/ Ridge -a / ----..a..-.---------. ............��j „ � I 1 - I b Z- `r °�' IN. (3) 2x6 Post J I I I I..................X. .. I I •...\�0 Overlay o l3) 2x6 Post � 1 .1 � --- -- - ------------ I / _ I 1 I Roof I Ca ° -_ o j I j a Roofrlay �� I I I \/ j {� ----- J j 2xIP R.R.. 16'oc� /.' X I / I = 1 I I JOB: \N%P� o ? s m 8' Cerhn I ty I I I I ll I NEW RESIDENCE 10 16 oc 2x10 "oc :� I q/ .: I I / I I I MEEHAN 2x8 CI.J., 16"oc ``'` :`L O I I; . v I I I t x X I ,► IY ' I 515 OAK DRIVE y:I ; I .I I it Il I cv I 2x10 l2.R., IL: oc I 2xIO :R.R., I� oc I REYDON SHORES I �l! I I I / /:I . I I I I I I SOUTHOLD (BAYVIEW) rn I I I 1 1 2x8 C.T., 16"oc I I \ TOWN OF SOUTHOLD O 2x10 R.R., IL"oc 2x10 R.R., 16 oc I ' ! 1 I SCTM 1000-80-0I-34 0 — — — —._ (2) 1 114" L (2) 1 :I/4" LVL 2x8 CI.T., 16"oc I (2) 1 1/4" LVL I I I I I I I ARCHITECT: Pesch Flat.CeilingPit�� I I I FREDERICK R. WEBER — 41 EAST MAPLE ROAD Tra •Ceilin i " GREENLAWN, NY 11140 t y i 9 I l2) 1 I/4 LVL 52 NOYAC PATH ROOF WATER MILL, NY 11916 (2) 1 1/4" LVL TEL 431 154-5555 tweberarchitectsgahoo.com SEAL- :ax 14'-0" 20'-0" 14'-01, 10'-4" 24'-01, r ' FRAMING NOTES. Al � �.. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TG BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL TO BE SET ON SCLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. FEB 25, 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 15. 2022 5. 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. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ROOF FRAMING DATE: AUG 8, 2022 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. r I FL00R ) JOB NO: w202105 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 l ' �l A AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. /,�� _ 11-011 DRAWING NO. 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 J015T" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 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'. OF 52 ELECTRICAL SYMBOLS FREDERICK APPLIANCES : fi LUME31NG NOTES : SYMBOL DESCRIPTION ROBERT OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR 0 DUPLEX RECEPTACLE WEBER I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. W.P. DUP.REC.-WA TER PROOF I- RANGE: (6) BURNER DUAL FUEL, 36 , BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. QpGFI DUP.REC.-GROUND FAULT 3- WALL OVEN: 30" DOUBLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ® DUP.REC.-FLOOR ARCHITECT 4- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 5- DISH WASHER: ELECTRIC t PLUMBING 6- ALL SINKS ARE TO BE UNDERMOUNT DUP.REC.-(()SWITCH OPER, L.- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 1- PLUMBER TO PROVIDE "T" CONNECTION IN MEC-IANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ 8- WASHER: FRONT LOAD- KITCHEN H000: 36"Wxl8"Hx24"D, CT EXTERNAL BLOWER, �100 CFM IRRIGATION CONTRACTOR. SPECIAL OUTLET 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. 8 9- DRYER. ELECTRIC DRYER O SURFACE MTO.-CLG. Op SURFACE MTD.-CLG. (Porcelain) I I RECESSED-CLG. i b WALL MOUNTED I -----------C3----------- 131-----------43----------- -----------[a---------- C C D U P. FLOOD I i I 04 RECESSED CLG- DIRECTIONAL s� SHOWER LIGHT (Wet Location) I C d UNDERCAB. FIXTURE W DOORBELL/CHIME n 1 I I I I j XT7 IIIIIIII �Ih 3 IIIiIIIII IIIIIIII $0s P EXHAUS T F A N Sur?ag Surfac Surface .......... ........ ............. .................... ............... . ........................ Hose PADDLE FAN Bib T� - SPEAKER --------- --------- GFI TELEPHONE m O CABLE TV Hose Surface Bib CAT 6 CLIP. CUP. D THERMOSTAT G F I GFI FAN/LIGHT D . .W `^ � SMOKE DETECTOR Sin OVhd.I Door GCO CO/ SMOKE DETECTOR 3 SWITCH Cfl $3 SWITCH 3-WAY YGFI $4 SWITCH 4—WAY SWITCH W/ DIMMER — D TV SWITCH WATERPROOFChandelier Ref. CO $ w ------- - :Pe dant JS JAMB SWITCH -- --------- �--- K< KEY PAD I I Ell To I 2nd I I I / Ra O II Y I I I I I I Ex Ovhd.j I I 1 ;P n an Fa :: I ` Door I I / - - ----- --- ------------- ------- DRAWING TITLE: /a o iT I ; ,� I I ELECTRICAL AC #IA IA I i I I I , WO I�` ,' i i IST FLOOR 0 O D I 4 3 I ' I I i / II -------------- CO3 3 I , I I I I 'tH' I /' � / Surface I i' Surface �� Surface I I I I �/ I -------------- / I I W JOB: Surface j j ,� ,' I Ovhd.l Door I �IRESIDENCE i .....• .......... Surf 'ce I I D . . . I I MEEHAN / TV 3 ® Chandelle FIFJ I 515 OAK DRIVE To : 3 I� � I j REYDON SHORES 2nd : To 11 B I I 50UTHOLD (BAYVIEW) Bib e : Bs t i I i TOWN OF SOUTHOLD 3 SCTMS 1000-80-01-34 AC #I AC 42 I I / •' \ Hose i L ARCHITECT: Bib I ' I GFI FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH I WATER MILL, NY 11916 - ------- -- .................... -------- --------- -- ---------------® TEL 431 154-5555 f weberarchitectsgahoo.com To Path/ SEAL: Post Lights Al ELECTRICAL NOTES : 0r� 17 RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. 2- DIMMERS TO BE DIVA (Slide Control), WHITE. f� 3- RECEPTACLES TO BE HORIZONTAL MOUNTED IN BASEBOARD. ELECTRICAL 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 2 ? s a b 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS LOCATED �Q;y "`' ' 0✓ON THE ELECTRICAL PLANS OR REQUIRED BY BUILDING CODES. IST FLOOD � 6- THE OWNER WILL :DISCUSS THE EXTENT OF WORK WITH AN HOME TECHNOLOGY CONTRACTOR WHO SHALL -5- THEN PROVIDE A PROPOSAL FOR THE WORK REQUESTED WHICH MAY INCLUDE COMPUTER/TV/WIFI SYSTEM, MUSIC/SPEAKER SYSTEM, SECURITY SYSTEM WITH CENTRAL STATION MONITORING, HARD WIRED PHONE, SHADE AUTOMATION, ETC.. THIS WORK IS NOT IN BASE CONTRACT PRICE. l- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. FEB 25, 2025 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. REV.: AUG 15. 2022 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ELECTRICAL FIXTURES : DATE: AUG S. 2022 SCALE : I/4" = 1'-0" OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING, GREAT JOB NO: w202105 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES 4- SURFACE MOUNTED CEILING FIXTURES DRAWING NO. 5- ALL DECORATIVE EXTERIOR FIXTURES 6- ALL PATH AND POST LIGHTS -I- PADDLE FANS ELECTRICIAN/GC 1"0 PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES El 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4" ROUND HOUSING t TRIM (White) 3- ALL CAST ALUMINUM (WHITE) DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN LED STRIPS OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT VD DUPLEX RECEPTACLE WEBER W.P. DUP.REC.—WATERPROOF GFI DUP.REC.—GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT VI OUP.REC.-(l)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. r'� b WALL MOUNTED w C DUP. FLOOD 04 RECESSED CLG- DIRECTIONAL SHOWER LIGHT (Wet Location) C UNDERCAB. FIXTURE W ® ® DOORBELL/CHIME F❑ EXHAUST FAN (2) PADDLE FAN T sP SPEAKER r I 1 I I TELEPHONE w I I I 1 I 1 O CABLE TV I I i I I I 1 I 1 © CAT 6 I I i i THERMOSTAT I I I I I I 1 I 1 i I i i FAN/LIGHT I � I II II I I I I I I I 11 II I I 1 I I I I I O SMOKE DETECTOR 1 1 4& 1 1 1 1 I 1\ 1 1 I OCO CO/ SMOKE DETECTOR I I I II II I � I I I I I II I I I 1 \ I I I I I I I I 0 SWITCH I I I I I I I I \ I I I I $3 SWITCH 3—WAY I II II I I I I I I I I I I I I I \ I I I ${ SWITCH -4—WAY w I I I I To I I I I I � I I ° SWITCH W/ DIMMER I I TV —=-- Ist TV I--------- I I I I j 11 II I I \ I 1 $W SWITCH WATERPROOF 3 Ch deller I I I I I I I I I \ I I I JAMB SWITCH I I �'••.� I I I I I '� I � ••./. ... ........... ... .. .........................................: • I I I I \ I I KEY PAD I I . .........�, I I.•'� ' ..' 1 I I I I --L-- I \ I I I 1 I 1 I 0 c;) I I - I I DRAWING TITLE ' CO•'•. I '•. I�. '. ELECTRICAL 2ND FLOOR I Surface •. .• .................. ——— I —.—. ------- / I I \: --- — . ..I........................................j CO --- - ——————————————————— I / 1 \ . O II \.GFI I I / I JOB: I NEW RESIDENCE Surfa i / i I i i MEEHAN / 515 OAK DRIVE ''.. I � 1:.•� I I I I \•. I 1 1 i P i i REYDON SHORES SOUTHOLD (BAYVIEW) \' . I 1 I 1 I i I I TOWN OF SOUTHOLD SCTM# 1000-80-01-34 O TV I 1 I I I I ARCHITECT: I i I I 1 1 1 I FREDERICK R. WEBER 1 I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 1191f, TEL 631 154-5555 fweberarchitectsgahoo.com SEALELECTRICAL 2ND FLOOR FEB 25, 2025 REV.: AUG 15. 2022 DATE: AUG S. 2022 SCALE : 1/4" = I'-Ow JOB NO: w202105 DRAWING NO. E2 OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER YV W.P. DUP.REC.-WATERPROOF 00H DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT QI DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. i -�� OP SURFACE MTD.-CLG. (Porcelain) I RECESSED-CLG. r WALL MOUNTED w --------------------------------------- I �------------------------------ ----, OUP. FLOOD -t _____________________.—____—___—_______________________—____ J I RECESSED CLG- DIRECTIONAL I I I I I I 1 1 I SHOWER LIGHT (Wet Location) I 1 I i CCU UNDERCAB. FIXTURE W DOORBELL/CHIME EXHAUST FAN ----------- r- I I I I I PADDLE FAN L______________J I�____ I I �� __ `♦ I I V 1 I 1 1 i-- -� ---------------------------------, 1 : •• I sP SPEAKER ------------� r------------------------------------------, � TELEPHONE E rw O CABLE TV 1 I I I I I I I II I I -------------------------------------------------------------------- I I I I © CAT L 1 I r--------------------------J I I I 1 I I I I 1 I I TO THERMOSTAT o ----------- ------------------- - L_ `---------------- II IiI IjI 1jI O FAN/LIGHT Ir -------------- r-------------------- GFI SMOKE DE TECTOR I { I OCO CO/ SMOKE DETECTOR ------------- GFI I I III III II I I III I I I I SWITCH . i , I I I II III I . I I I I I ---- ii iIi il � Fai/BColl i i i i 3 SWITCH 3-WAY $ 4 SWITCH -4-WAY W 4 o SWITCH W/ DIMMER I I I II r- I III I . I I w j III I II I I III $w SWITCH WATERPROOF I . I I 1 i 1 I I II I........... ...... III III I I j I I JS JAMB SWITCH I I II I II I I I . I I I tL I I KPPAC)KEY rr"--11 I �� ' i III I II I I III I •I I I l I I � � III II I I III I I I I L, /i - III - L__��_____J II � •� r-TIT ..........: I Hot Wate I I I I II III I . I I ------ DRAWING I I .I I j I i II I I ; j I�I � I � � DRAWING TITLE: .. I :: I - - - 9--1 L_ J {II II III L I --� ---- ----------r I I I I ;I;- I � ' a I •I � I I I I I I ELECTRICAL r-+I+-, :.....:.................: III I FOUNDATION I II pane- 1I,.1I I' I - —.�111=.=.—. —r— -------------------- II IIII.III III II II II II I I I I 1 1 .I I I I III I I . I I I III 1 1 CO +_J I I I e0 II 1 11 I I I I I I I 1L�===-------------- -- ---- -----II 3 3 1 II i ,i I . I 1 1 I I ( i 1 -- ----- II -I II III I . I I I I I I I I I III I I I I JOB: -J To If III I .I I I I I III II Ist I I I I I NEW RESIDENCE I Fan/Cal I I II III III I I I I - - - II I I III I i i MEEH,AN I .I II r I I II I 3 ------------------- ---_III-, II L _ -I-+-I--I- iIi i I I I 515 OAK DRIVE I I I I I ICI I I I j j REYDON SHORES (11 III I r----------qSOUTHOLD (BAYVIEW) I I I L---------------------- Water II 1 Se_rv_ic_e it II1I1 Ih r I I TOWN OF SOUTHOLD I I I I I I I I { 5CTM# 1000-80-01-34 CO I -------------------- ----, iil ARCHITECT: 400 Am Underground I 1 I P 9 IIII ; I I L___—J I I L------------------------------------------� I Electrical Service i 1 1 I t I FREDERICK R. WEBER To Approved W Sanitarg S stem 1I II II II II I I I LI ------------------------------------------------ 41 EAST MAPLE ROAD L---------- rF1--------- r------- GREENLAWN, NY 11140 I I III I 1 52 NOYAC PATH III I I WATER MILL, NY 11916 I I 1 -------------J I1.. L----------------- - ------------------ TEL 431 154-5555 ---------------------- - -------------- - foeberarch{tectsgahoo.com SEAL:• .:jw,r h J< a' �_'ti(fb�.`q;:mot,,VVV..✓''' � FEB 25, 2025 REV.: AUG 15. 2022 DATE: AUG S. 2022 ELECTRICAL SCALE : 1/4" = I'-ON FOUNDATION FLAN JOB NO: a202105 Z DRAWING NO. E3 OF E3 PROPOSED SANITARY SYSTEM TEST HOLE DATA MCDONALD GEOSCIENCE NEW I/A OWTS PER SCDHS STANDARDS JANUARY 23, 1998 STORM WATER POLLUTION PREVENTION FOR 6 BEDROOM HOUSE NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING p, EL 23.5 s 040 CONSTRUCTION PHASING: . l00 GPD HYDRAULIC FLOW 1660 GPD REQUIRED) DARK BROWN ��" S( USeS p F<</N FREDERICK 1' SANDY LOAM (DL) < U8�/ G I- INSTALL HAY BALE/SILT FENCE. ftriEEN 1, NEW 400 S.F. SIDEWALL AREA OF LEACHING POOL �i GC/ C w,�T 2- POUR NEW FOUNDATION FOR NEW FRAMED DWELLING. NTROBERT (I0' 0 x 13'-0"' DEEP) BROWN LOAMY Q� FR 1 31 SAND (SM) 3- FRAME NEW RESIDENCE AND INSTALL ROOFING AND -410 , 0 WEBER • MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. \O U� 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM �` o MAITAIN 10' SEPARATION BETWEEN( WATER AND SANITARY LINES. 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. o NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. • ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN INSPECT HAY BALE/ SILT FENCE WEEKLY ARCHITECT UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE • MAINTAIN 20' SETABACK TO ANY' PROPOSED SWIMMING POOL. SAND (SW) 41 BUILDABLE SITE AREA: 48,040 SF, LAND DISTURBANCE: 21,000 SF • NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS. 4/ • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND FLAT IN AREA OF CONSTRUCTION E IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. DRIVEWAY. SITE WILL BE CLEARED AS SHOWN ON THE SITE PLAN. CLEAN FILL WILL BE SYSTEM x BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT AREAS SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED.CONTROLLER/ CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE FUTURE DRIVEWAY AREA. ALARM NO WATER 18"0il ENCOUNTERED QD REMOVE TOPSOIL IN AREA OF PROPOSED HOUSE, SANITARY SYSTEM, 4"S PVC S LONG CO ER T SECURE HEAVY CO HDPE SECURE HEAVY t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS.FIN. FL. RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY EL +21,5' SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE" SCREEN BY 'TUFF-TITS" W -------- %IN THREADED HUB TRAFFIC I' MIN. t 2' MAX. SlVj GRADE GRADE BEARING GRADE CONCRETE O VENT THRU G +24 5' SLAB El +24 0' CHIMNEY DEPTH / 0 HOUSE VENT/ - ROOF 4"0 APPROVED PIPE, I/4" PER F"T. 18" MANH0 E I " MAN OLE 24' MAN OLE �{"� APPROVED CONCRETE a% // O�F<</NG o 'S C.I. PIE MIN. PITCH O O a I -4 —1�6 PIPE, I/8" PER FT. COVER v� �(/ MIN. PITCH lV u1 �n e� °j W CLEAN OUT PROVIDE �`' o J� CLEAN OUT INVE RT I \ v <7 3� / IT \ INVERT L 22.9 o INVERT (EL +22 INVERT 1 0 .. at HOUSE .1 I I O 0 EL +23.5' 6 -2 ® I El +22.3 I \ 0 Ltt� - 4 -II I/ •- 1 2' 40 EXCAVATI N/FILL l \ 282 / \ EXCAVATION OR NEW BASEMENT/SANITARY/DRYWELLS = SOO CY `/ 1 LEACHING BACKFILL 0 GARAGE t PORCHES = 15 CY W POOL C,h v� ' OO / ,'"� REGRADING AROUND HOUSE, PATIO tGARAGE = lb CY BED OF7 "FUJI-CLEAN" CEN-1 13' MIN. (400 S.F.) r 1 ^, 3� / 0/1�` C STOINE TREATMENT TANK 1COLLAR v I y \ lea 2 I I / \ ryhg � l BOTTOM OF TANK I I �tockpile \ EL 11.82' 1 I 8'-O" j 10'-O" j °\° �\ / Respreadmg opsoil for / \ 27.f a I \o / Following Construction x I I I I in I \° � 3 / •/O / \ W 2� 3� LOT COVERAGE i i \ / \ CO '4spha/t� 4 y /p� PROPERTY OWNER: \ IST FLOOR: 2089 SF I I � \ __ °pOs d o 2 JOHN t ROSEANN MEEHA�N GARAGE: 888 SF i j \ \ // \DD r-- - \ate //��C�on t� ewa 00 0 SITUATE: BAYVIEW FRONT PORCH: 239 SF W SCREEN PORCH: 252 SF 1 3' (MIN.) TO HIGH / 3 Ctruct�e 41S ON p J �"� TOWN OF SOUTHOLD COVERED PORCH: 225 SF I SEASONAL GROUNDWATER 1 .5 / 4�0\ Grl�\ on tra ,/ T� W u----------------------------- (Li' \ Q 0 ate \ hce,� 1) ench W SUFFOLK COUNTY, NEW YORK 3693 SF 33 //\ a4� 13�0. \ \\ P41n ? SURVEY INFORMATION: SITE DRAINAGE: ,; \ \ NATHAN CORWIN, LAND SURVEYOR u/ l Ou��•' 3�� / 20� \` W� o e/ka peel h SURVEYEDJAMESPORr, NY JANUARY II. 2011 / ^, \ V \ / S e ma / Con re t \\' Y o °ng�a LAST UPDATED: MARCH 8, 2011 DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) O / / 'DW y \ G �" )�,S"//C i\�Co/�` �Q GAR S\'4GF / Wrea t i pW\) \ ry°` ELEVATIONS ARE REFERENCED �TO NAVD 1988 A. Be C HOUSE, GARAGE t 3693s sf x .166' Rain = 613 cf (3) 8' Dia. x 5' Deep w/ b34 cf \ / /Os�st) `� t. \ n 1 S6', �`E'� o PORCHES Traffic Bearing Top •Z� 0 2� / \ / �\ �'`?6�S, \ Q �" / LOT NUMBERS SHOWN ARE FROM MAP ENITLED D. E DRIVEWAY 2922 sf x .I66' Rain = 485 cf (2) 8' Dia. x 6' Deep w/ 50� cf �( r X25.13\ ` ro O W MAP OF REYDON SHORES, BLOCK C DRAWING TITLE: Traffic Bearing Top / 3 0 r / FILE NO. 631, FILED JULY 2, 1931 <C \ Cl / \ ?� ? M 24.4 \ LOTS 30-38 INCLUSIVE y / � 3' 0• �c \ O SITE PLAN o / c0 �° c W SCTMIt 1000-80-0I-3.4 l / txQ RF e�� ss S6 ?" o LOT AREA: 48,0b0 SF, 1.103 ACRES House, Garage and Porch Roofs to have Gutters t Leaders / �\ y \ ?7. o Utiht Connected to Underground Drainage Struictures (T9p.) W \ / m? \ \� y =`\ �_�\ Pole y W ZONING: R-40 8'0 Ring: 42.25 cf/Ft of Height / / tV� oc o \ Ai<j 'LDW YARDS: (PRINCIPAL SETBACKS) H �y rV ST 5g, / o \.'A.' FRONT SO' / QD 1 \ �Q F 4 �y r \ ° SIDE (ONE).- IS' / �? ((/�� SIDE (BOTH): 35' " C REAR: SO' COVEREOR 115. \°\o / / // ��, �a / G N do � , ( /Osest) tt� O LOT COVERAGE (ALLOWED): 20% (MAX.) JOB: \ \ �`\ Z / w W HEIGHT (MAX.). 35 , (2) STORIES TRAFFIC C.I. GRATE o ° 2 4 / DWJ I o / Prop e% '° NEW RESIDENCE BEARING SLAB B PRECAST \ / 4�6" F k MEEHN / / , (l/,4T Tan io, o u, HOUSE: 2089 SF GARAGE: 888 SF CONCRETE ( Sp��O /\ r W\ BF��FRVIC �3.6 `� o t7 3� FRONT PORCH: 239 SF 515 OAK DRIVE 6' CHIMNEY Rear Ya�dl / \ / ST ? / , 11�GN4)" / (j SCREEN PORCH: 252 SF REYDON SHORES O / I/A OWTS • M/ U 122-3 J J REAR PORCH. 225 SF SOUTHOLD (BAYVIEW) DRAINAGE �� 3g / \ ?t.g,'�' C.O. / S TREATMENT \� N.� / 1�v�m C`r TOTAL: 3693 SF PIPE I i 123.9 \ C�c TANK- o o W a Q -' "' TOWN OF SOUTHOLD Bilco ,o f o SCTM# 1000-80-01-34 x , Op ,w ' LOT COVERAGE (PROPOSED): 1.1/0 Bsmt. , .,• \ TYPICALccess \ / Access LPI -O ° / / �� c YARDS- (ACCESSORY SETBACKS) DRAINAGE i O 4U 0 °�y)� Control 8 W I h / , p � _ _ SIZE: 40,000 TO 59,999 SF) ARCHITECT: 1 in Q 1 \ � 2 \ Panel t \ ��'��J " / _ / � " SIDE t REAR: 15' I RING > 1 Z �� /\ Blouer \` / x\ `� O / > r? Underground. / �R r `'.' FREDERICK R. WEBER 1 1 Q 0 \ / Electrical `� 23-9 TEST ° W w / :,' .a CROSS FLOOR AREA (Allowed): 41 EAST MAPLE ROAD I 4u \ Service EXP:. HOLE �� . GREENLAWN. NY 11140 I l �' `ztt, BUILDABLE AREA: 4�8,060 SF 2' CLEAN SAND t a 1 ^O' / �� \ , d" �� v LOTS TO 80.000 SF: 5100 SF 52 NOYAC PATH GRAVEL FIL - � ,\ / 1 � EXCESS �0,000 SF x 5%: � o GROSS FLOOR AREA: 5503 SF TEL 01 154-5555 TYPICAL SECTION DRAINAGE RING L 38 /\ �,ne CROSS FLOOR AREA (Proposed): Nweberarchitect9gahoocom C / a l \ lear,,� / U \ � IST FL00R: 2'089 SF 2 . Q a ` 9 SEAL:+; �,f', •.,, FILTER CLOTH AGAINST \ / o �E`. 2ND FLOOR: 1210 SF ;.:. ,F. •.,.a.>'; WOVEN WIRE FENCE: W/ W IST (+15' HGT.): 308 SF r 2"x2"x36" STAKES, 112' OC \ / �' � c, � � r GARAGE: 1888 SF - DRIVEN 16" MIN. INTO �� ` �/ / � NYT�4 � � OVER GARAGE (+6 ): 566 5F + � •�-•r �` GRADE, EMBED FILTER US O��4 ' Y 2f.7 \ l Utility O o �w SCREEN PORCH: 752 SF CLOTH 6" INTO GR1OUND ASPHALT TRAFFIC FS p @ /NG 0 Pole } To Coat BEARING U C/C Q \� Y GROSS FLOOR AREA: 5313 SF °4' ' Ivi Base GRATE .gTFR !8 z FLOW O z PIPE TRENCH T / �,� `/ N lS oo DRAIN TO \ / O O � � � DRAINAGE RING 3g / N � \ 4 Q� DR�4UJINC� SCHEDULE SLOPE y tv� JUNE 29, 2024 � z STONE - K_ BLEND ` 0 � DESCRIPTION JAN 12. 2026 Al SITE PLAN JULY 25, 2025 CROSS SECTION CROSS SECTION C/F Zt3 FEB 25. 2025 SILT FENCE DETAIL TRENCH DRAIN 8 DRIVEWAY F,P T A2 FOUNDATION PLAN AUG 15. 2022 A3 IST FLOOR PLAN REV.: AUG 8. 2022 BOUND HAY BALE USES 8 /NG 223 A4 2ND FLOOR PLAN FILTER CLOTH AGAINST PLACED ON CONTOUR C ((/A �8 DATE: APR 25. 2022 WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' FR . 00 A5 ELEVATIONS (EAST/WEST) 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES / a ' DRIVEN IC MIN. INTO FLUSH W/ TOP OF HAY ,� A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION SCALE I 20 GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE ry CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID / x� Al SECTIONS JOB NO: w202105 BALE A8 FINISH SCHEDULE/ INTERIOR TRIM A9 CODE DETAILS DRAWING NO. FLOW SI 2ND FRAMING (IST FLOOR) SLOPE �, .� '� 1 � �� 8 �� -- EXISTING CONTOUR NORTH II l� li 8 .. REVISED CONTOUR SITE PLAN �� 52 ROOF FRAMING (2ND FLOOR) Al 8 �� NEW CONTOUR I" = 2O�—O'� �� EI ELECTRICAL IST FLOOR PLAN V � � � C1 CROSS 55ECTION FACE VIEW 4�4' (t) TO �� 10 E2 ELECTRICAL 2ND FLOOR PLAN HAY BALE t SILT FENCE DETAILS REYDON ° Q� E3 ELECTRICAL BASEMENT PLAN OF A9 USES DRIVE ANG �� U84/C J w,�TAR FREDERICK ROBERT WEBER (Frame) B ARCHITECT Al Porch Foundation Walls: 8" P. Conc. Found. Walls w/ (2) #5 Bars, Top t Bot. on 18"x10" P. Conc. Ftg. - w/ (3) 45 Bars (Tgp.) C I co Al --------------------------- ------------ --------------- ------------ ---- I Co I� ------ - ----------------------- I I I I I I I I 8„ II_2p 2'-8" 3'r8" 4„ I Treared Post 1'-4" 12'-8" 1 1 1 1 � On Broken--� Basement Foundation Walls: 1 `r �, i j iY \-4--� Block Footing 10" P. Conc. Found. Walls w/ I r----- r --- I I I I ` O E (2) #5 Bars. To t Bot. t I I I UNEXCAVATED I -� I I 1 uo 1 1 I �\ I �i I ch 1 Pier to i ! I Pier to l I I I Outdo r 1 I • ' I 44 Bars 32 oc Vert., on I I I tr I I I I 1 Zv " 1 1 Support 1 �{" P. Conc. Slab_1 I 1 Support L_ - Showe I i 2'-0" - U_ 20 x 10 Cont. P. Conc. Ftg. I 1 Slab 1 l w/ 6"x6" 10/10 = - 1 El I Slab/ Post I -Line-- Step_ -- - 1 �i�\ 1 i in w/ (3) tt5 Bars (Typ.) 1 L--- WWF Rernf. l --- i lL --------- _ 14- II - _ - ---- i------� -- ------------------------------- 4'-3 1/2" I ,7 T-8' I I/2" 3'-9 1/2" 5'-6 1/2" 1 I/ " 2'-8" 1 1/2' 4'-9 1/2" 1 1 `; 00 I °D i T/'1 ------ ------------ ------------------------- ----- ----- ---I r-----1--1--- - - , I I T = • l I I I I I I iv j 4 Drop Fo nd tion `r co cn J - P. Conc. Shelf for Porch Slab • _ -----J :... ---- --------------------------- - ----------------------� ------ --� ;r �" cv 1 For Doo Olpng. O I - I M 1 I I I 1 1 Landing t 1 O e I Garage Ste sl I I l ---------------- _J r--- ------------ ------ ----; -Ir-------------------------- op r---------------- ---- I l Above IPI 1 � t>=------- I r- -�'� O I I o L__- _ J I i l2) II 1/8" I I I I ' I _ '� 1 I I I I 1 I _ Beam 1 1 P. Conc. I 1 c- "Brlco" C = 5'-8�" 1 � 0 � n LVL Hdr.(Flush) Pocket I I =° II �-�r � Pier �+ I o O � j r 12 Extension = I -0 I " o II 1 ' 1 - - ti I Total Length = 6'-8" I -- --1-1-J = lT ) I• I , 1, i, I I __ ---4-2-',�-Il-�/�-----' - 1 I 9 1 , LWL Hdr.(Flush) 12 -0" c<t y P 13 -0 I i 1 n ill - I 1i=4 12'-3„ 11.1----- --------- - I I 1a- Grade Above Bsmt. N i 10' ill-On 1 1 :9 I I I II II l l I I T Floor = 80 (Max 88 ) 1 i1.1I 1 r-- Dro Foundation Line of I N ,i N U 1_ 11 11 N I I_ II \ II I i I I i i 1 I I r l ii i FaIB al i - �-- i0i l Opening (Tgp ) P 8 6 8 I I Cvhd. Door 8 -2 4 ' . I II i i 8 1, 11 9 „ l A ion A ove ___ _ II I'1 II 1/S TJI 360, 16 o.c. I l „ „ I I j (2) II l/ VL II I 1 I 9 I/2 TJI �30, 16 c}c. I(1 II. I i ___ 'I - 1--+ I I/2"0 Steel I 1 I I ------, l _ I I u- I i I I I l I l - i—- -,-I I I Pipe Column on 1 1 I I oo I I I a`,1'I Bearing 11 I • l 5tarrs`to�nd�- 20"x20" P. Conc. Pier I I - -----------' 1l1 -> II - I I II > To I l I II I O Be rin Pant ( ) l - roe--__j I I i i I r -� = l (Drop Floio� for The�/i 1 I i II 1/8" T 1360, 16" O.C. j� j } z I'I yp'� I ! Pan l yp.) i - 1---- I l ono34 x36x18" Level) I I I W 1 ao P >II I II -t = Ill I I I I I i I 1 _ I Radiant Heat Above �., III I I III - BASEMENT Ketch n f, 1 �---- Conc. Ft w/ rl-+� H - - _ lCantrlver t Bath/BR Wall Above) 1 I I I I I r Belth/BR 1 1 ! -i I\II I........... .....1 III aD r cY I'I v i 17 l i g' I I I I I= I I Wall`Above c (� l I 3 I/2"� teel "' N_ I�II Fireplace I III 1 l 1 Island Above: a II I 1 _ 1____L� I (3) >t5 Both Ways 1 l 1 ! i II Iol I -l$ � ' III Pipe Col mn on 1--II Base I'_ '� III 4 P. Conc. Slab - �I'I II.I i Ln i `, 9�I/2 TJI � O, 16 o c. L- II 1/8" TJI 360, 12" o.c, z 11 l 1 I - aun��Foo�rrig 1 IiI 30"x30" 15" P. I--u - III = w/ 6 x6 10/10 Ill II.I I I l p 1 II 1 i 1 h I I Conc. ,, " l 1, I III WWF Rernf. vi i 1 - er�tarr� I UNEXCAVATED _I _ _ z I I (3) #5 B th Was 00 I __ JII v 1 l 1 (Under Island) II•1 I _ boy I l r I 1 1 o _ 1 10,_5„ 1 l i y 13,_6N I o ---i-)I 20 -6" i i 13'-6" r a II T- 10'-5" 1 I� - "I---- I `Y' 23'-6" i N = I %A r"+ -, �J 1 1 - s I I Ul A L---------- --- I I I = I I o II U `�I I I v I - 1-----� I „ I I I Insulated Doors, - -- dot�llate -----i I a I I I v II d I I 1 II. I n l 1____ I 5 P. Conc. Slab `) 1 1 a_ x .......... : - II l t (2) II 1/8 LVL 1 „ „ m m w/ Weatherstri in i �tdr�a ----- I I I 1 -� m 1 I II N _ I I :: L J-=- ---------- I w/ 6 x6 10/10 I I I P 9 I I 9 I I 1 I z 1 I o II 3 1/2 4) Steel :fl O 1 I tgTi.T __ __________ ___1 _ 1____J J WWF Rernf. I I I DRAWING TITLE: 1 I L-p }•+_J I I II Pie Column on - -1 1 O II I 3 1/2"0 Steel o i 1 1 I I 1 _ l x I I pp„ " p I I : : I Pitch to Overhead Doors _ II 1/8 TJI 36 , O 1 . 116 o.c. r+ 1 I II 30 x30 xl5 P. o m II•I Pipe Column on I l I 1 i II Conc. Ftg. w/ Ill I x ii l i 30"x30"AP P. �`+ I I I I i FOUNDATION 6i I I Propane- O I 1 m - Conc.It _- =a�l'I F- aver -x I I --- - - W I110 x 30 Girder I w 2x6 INailer iE I I I ----- —_----I - -1--------- -----+-� I p = (2) It 1/8" LVL_—_ .r. o-_.._.—. —. —. -- - - - --- 00 - 1 l ------ II - ----- ® I I O I I i 1 Ili— -----I --- I------- +-, 1 I II. �===_ -- -_-_- ---i I O l I I � I Ill I II I l 1 I I 1 1 I - j i Ill q" cn I' 13,_4„ i I I r I I N II ? -� 11 `* 1 l l (2) 11 1/8 N l a i (1) Treads m10 II LL m a 1 1 II 1/8 TJI 360, I6 o.c.r t —, I JO i l I LVL Hdr.(Flush)) - I(I (3) II 1/8" LVL F.J. I l(2)I Il 1/8" LVL F. . il -I y z ============--- --- - -- -- -- - - = I > a I I Beam II.I I I I I i i I II 1/8 TJ1 36 , I �T6 o.c. II r i l l Pocket II l l 1 I I I I I II i I I I II.I I I I I I JOB: �•� I II L____J -Handrail ��UP (Typ.) Illl l I I I r _I----- --------- ---� I I I i 10" 1 i 400 Am Ill n Haunch Slab l O ,- - - - - M i i i o i i i i �` �` NEW RESIDENCE O I 1 P Fan Cal l Under Center I I M E EHAN 0 Electricall i .i Wall of Stair Ill I = ___ II I I I Service I l j °° I I . 1 Co. r--- �- L--------------- -- II - I--I-+-�-I- �`r ill I r i I l I i i (2) U5 Bars 15 OAK DRIVE I r II (4) 2x4 POst x Egress endow- n n 1 n n 1 x 11 �' S i o l Water _ II ► I 1 1 1 III `�' 1 i I "= 1 I 1 8 6 4 1 0 1 23 -6 1 8 i 1 (Extend 118 REYDON SHORES II I I I I I III p I l 1 SI I Wrthr 3 -8 I I I I I = Beyond Opng.) SOUTHOLD (BAYVIEW) ---------- - ------- -, I Service II I I I I I III i<1 I I of Floor I oo p l l l I I I I N I I I 1 I 1 1 II 1/8" TA 340, 16" O.C. L) H-I ! - 1 1 cr I ! o 4 Stirrups i I 3� ---- -------------=11 l = 1 I 1 - 1 1 1 1 i - a 12"oc TOWN OF 50UTHOLD CO I II ---.-.-- - - -- - -II ------------------- -----�-, 1 `'' I I 1 I SCTMu 1000-80-OI-34 �' 1 .o i ! I I I I l I I I i (2) tt5 Bears 1 1 1 o I L N _j i i L_ ``' (Extend 18" I 1 I r- ------------- --------------� ---i � I ~- I I --------- --------------------------------- t---�-� ----- --- Beyond Opng.) Conc. Shelf for Porch Slab = a = cv ARCHITECT: 400 Amp Underground i I I 33'-3" 41 10 1 12'-4" j 1p" °o I I o0 0o I ---------� Electrical Service 1 I I i 1 14'-0" 1 r Areaway for Egress FREDERICK R. WEBER e To Approved i I I i<l ih I l p Window, Gravel Base Garage Foundation Walls: p 41 EAST MAPLE ROAD ' Sanitary System j l I ► ! UNEXCAVATED I 1 I 1 l i W/ Drain to Dr well, 8" P. Conc. Found. Walls w/ GREENLAWN NY 11140 r r � I 1 I 1 I t-------- (Frame Gable) -- ----J Ladder t Hinged y (2) tt5 Bars, Top t Bot. on � CONCRETE HEADER (TYP.) " Grate Cover 18"x10" P. Conc. Ftg. 52 NOYAC PATH 1 III I O I w/ (3) 45 Bars (Typ.) 3/4" = I'-0" WATER MILL. NY 11914 I I 1 ------------ -J ---- ` ------------ --='-------------------- --------------- ----- i = TEL 431 154-5555 k-------------------- _ -- - ----------� _ Fweberarchitects ahoo.com ________________________ ! ___Line of_Step _r Basement Foundation Walls: W 10' P. Conc. Found. Walls w/ SEAL: 8" 6'-8" 18"L T-3" (2) tt5 Bars, Top t Bot. t 44 Bars 32"oc Vert., on 20"x 10" Cont. P. Conc. Ftg. 4'-0" 6'-4" � . w/ (3) 45 Bars (Typ.) 110'-9" 35'-O" 131_3n Io'-4= 258_0N = "4J' l r r i Hinged ' i i 1-4 Alum. rate ; C Bluestone Al Cap - Build JUNE' 29, 2026 Al \ NOTES: P. Conc. .-Egress Widen I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER NOTE: ALL FLOrOR FRAMING TO BE TJI 360 SERIES Areaway +I > o Windo MAY 19. 2026 PARALLEL PARTITIONS. AROUND ALL OPENINGS lum. ao - JAN 12. 2024 AND BELOW KITCHEN ISLAND t BATHTUBS. i� o Ladder JULY 25. 2025 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. Drain to r FEB 25. 2025 Drywell REV.: AUG 15, 2022 3- ALL F0071NGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. = Note: Window Sill Gravel in T to be 44" Above 4- ALL WALLS SEPARATING GARAGE FROM HOUSE 24"x 28.15" N Bottom of Bsmt. Slab (Max.) DATE: AUG 8. 2022 TO BE 1-IHOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) Plastic Dr well Areaway 5- ALL STEEL GIRDERS BEARING ON P.CONC. (NOS FWAS24) oo_31— B t. SCALE : (/4" I'—ON FOUNDATIION WALL TO HAVE 4"x6"A/2" B.PL. FOUNDATION FLAN r JOB NO: w202105 (UNLESS OTHERWISE NOTED) 6- ALL COLUMNS TO HAVE 6"xl0"A/2" B.PL. Z EGRESS WINDOW DETAIL DRAWING NO. (UNLESS OTHERWISE NOTED) 1- GARAGE SLAB TO HAVE 6"xC 10/10 WWF REINF. 1/4" = 1'-0" PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 8- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COIL WHICH SHALL CONFORM TO A2 ASTM A5)*3 ROUND PIPE). STEEL WORK SHALL CONFORIM TO THE LATEST RISC SPEC. OF A9 21'-0" 13'-4" 10'-4" 25'-0" WINDOW SCHEDULE Unit Model # Area FREDERICK R.O. Opng EgrC58 ROBERT -8 15'-8" 2'-8" 1. ® ADH3250 3'-2"x 5'-0" Yes WEBER ©B ADH2644 2'-L"x 4'-4" No ARCHITECT Al © ADH2438 2'-4"x 3'-8" No O ACRD20 2'-0" (P No 2x6 Studs '^�� Plastic O ADH2840 2'-8"x 4'-0" No (IL oc) C I Drainage Ring AZ O AAN2020 2'-O"x 2'-0" No ------ ------------- - .......... ---------�.-r-- �- �---------- E I_ 11 I N' 5/8" _ - ----- ---------- --------- ---------- ��--77 G A A N 21 O 2 O 2 10 x 2 -0 o rT, Plywood-`P •�� 2 Closed Cell � ------- -----------------�-i `9 I N w Shathing Spray Foam I " " " HO ACW2840 2'-8"x 4'-0" Yes Insulation I = I a 9 -2 I�(2 3 2 3 -2 9 2 1/2 3 1/2" F.G. °�' I I I Y Batts (Unfaced) or I = 0 BASEMENT 2'-8"x 1'-4" No G 0 I I N = �- I = I I to PATIO _ FRAMING CORNERco 4" 2 -8" 4" 3'�8 4" EnclosuShinlere, Q ADH2434 2'-4"x 3'-4" No i I I OUTDOOR HOW O Model Numbers Refer to Andersen A-Series, PG50, �-�--I C� of E 3/4" = I'-0" _ �, CR o COVERED PORCH I I Open Frame „ N iv _! lBlu st ne, N (Bluestone, I I i Interior 2'-0" Low-E4 w/Argon Glass, Simulated Divided Light an om Rect I Random Rect.) I I `r ® Hose w/ Plgwd. Panels for Hurricane Protectron (See A9) I I I -- Step Dn Bench Bib r::) Alternate 43: Upgrade to "Andersen" StormWatch Series I I _su _ _ __ = w/ Impact Glass, Zone 3 G I "T" Tempered Glass 2'-L" 4'-O" 3'-8 I/2" 3'-2" " 3'-2" '-2 I/2,/ }, 4,_ n 1L :'. H n 2r_T 2„ 2, 4„ I/2 2,_4n I/2T-4" V-5 I/2" 3' 10" 2'-8" '-10`0 V-8" I'- Hose ; ® ® Bib _ _ C © © `�, O L nd26f9, I I ----- -------- Cv DOOR SCHEDULE W 32, ao Ea+ Slab 22 .l5 I I OT o B - I Shed Dormer I I �_ �- `° Self-CI ing = I I o Zv of I I I ____ ; W ; ____ -N 20 Min. Fire Unit Model # ,Width t Height N Bw t-in w/ I I 1 i� Sink Dn �., Insul. Do r cs-- I I =Q 1 Front Door w/ Sidelites 3 0 x 1 0 (Door) Corner O 11 Stone = i Sh Ives Above 10'�L I I = 32" _ m Simpson (2) 1'-2' x 1-0 (Sidelites) I I Flat Ceiling 0DP. " " �-�� _, I I I I O c eta 32 OT-8" Hggt, i i x Apron n O (4I Pane"�Gla��Top I Panels Bot.) 2-8 x l-0 (Door) Bench i i i in Ir- I P 9 , ' r n 12 xl2 Ist FF I p - o, �- I ° I I tr 3 Wldel I I Tile " " „ I I I I I i E1 +21.5 O n . I _ 3 1/2" Steel Pipe I I "Simpson", 'IS0.4 (LH-InSwing> ,_ n ,_ n i " " Recess( 3 - '4 2 2 12 _4 8 I -0 u I u I I `r P g I '� Col. on 30"x30"xl5" I I > (4 Pane Glass-Top, ( Panel-Bot.) 2 8 x 1 0 (Door) Bilco C Frameless 12 Extens on 1'_4" Glass i I (L I -' I I I __ i P. Conc. Ftg. I I O I I I o- I I = I I O "Marvin" USFD12010-OXXO-RH 12'-0' x 1'-2 I/2" oor - I 1 I I i e I I I I 4 Clad Ultimate Sliding French Door (R.O.) Enclosure ` _-__- * r s i i FI sh Ston I ________ �J....I i i I I Hear th I I I i Ref. Benc I 201_4n „ •42" IC Riling (Ceiling I I _� \ T , �\ i i�_ p Firebox Ridge I ___- Line of Ceiling Break Above -__ (Ridge __ i e W Coat ___ ... -__-___ Zv Model Numbers Refer to "Marvin" Signature Ultimate Series, ca) . ...........--- _ ' 5'-8"� �I " I I zo - M T o I I I Island I Hook Ct.1. .i............. ........... I ----- - Clad, w/ LowE II w/ Argon Glass F4 GREAT ROOM i I I i I h a I'I I I Alternate u3: Upgrade to "Marvin" Coastal Product Series = TH Med.� �� I I ao I = w/ Impact Glass IZ3 28 MASTER BEDROOM in \- --- -- re Tub din Cab! 2 I I I I a i , i --- a I I I ` _ T i i,i (Oak) I l o i KITCHEN - _ n O" i I I o ce) �\ i (Oak) I Ip` o Q0 1 'cn I GARAGE t Q,� Verify Operation (Oak) (3) Car I z 4" is, .2 I I 20'-0" I "I 3'-O" , 4'-0" 4 -ORR 1 COA' TS --- =�I 5" P. Concl Slab p oo AZ 8" Built-in w/ 1 I �, I i -L- T�r I Rid a Above 1 w/ 0XV IC1/10........ ...................x. .. ... O A ^A ................. ..-.--... :::.::::::. --- n, T Above 10')6 s __ U L j j j .... . '-. .. .. 1---- -----------: WWf Reinf. LINEN( I I , 0 I I Sink Loogr Sink = — I I I �> DRAWING TITLE: �r, o- i`' u i ► I ; D (5) IS" 32" Cabinet 1 I 1 5/8" Type I"X" a-O C #IA ) IS I I I I I I I SheIves GWB, Walls It =fin cin ,� I I ' WO III I I I I i 32" 1 I 1 1 Sink I I I Ceiling (Seal IST FLOOR Shelv s , 1 _ I ..•'• off Garage) r III _� ( I ---- -------- O„ _ --------------------_ t......Sheves. .. ... .. .. .. oe w - I .IJ......I........ ...........'' I L ------------------- `° ..Shalf-At .. _ _.+- I = Ii ...... ....... ........ I I I Drop Header 30 _._.-1 ./ r 1 0 r- = Dall in ,'/ 9'-0" 4" 0 31_O„ „ 3r_pu �., 12'-8" V-8" PAN RY -' / I r------ -------- ►�9 9 nv Dbl. __ ;r , Han ng 30" `r I 1 M I A (Oa ) FronU P t I H7s or LC. Her iv V' I I _ CV 1 1= u 4' Ou Lr n Load I Dblt � i (Oak) Sgl Desk ! - -- - - - `° i i o _ > 1 I JOB: HarVgin 10'-L" Han in " INIC) II'-0" 4" 3'=4" 5' 10 iv 10'-8" 2'-4' 13'=0" (5) 24" UPPert // v 4 i i a'o Up ILR Sheves Cabinet - �, I 1 = v = OFFICE O -0 NEW RESIDENCE �......... .......... Bench ch (Oak) o (Oak) co CO. Hose + I I �0 MEEH,4N ^21-4 - 515 OAK DRIVE Shelve helves r BibH ndr it 30' I - � 3'-2" I I `r cv 30" I DINING ROOM '4 I I REYDON SHORES _� D 516R CO S o AC #IB AC #2 i i a-O SOUTHOLD (BAYVIEW) p ::9 Hose TOWN OF SOUTHOLD i Bib :� � i 36; I . ,T I I Zv B Dn 43 1 1 • hA p �° 1 I - ARCHITECT: I Bluestone CapFREDERICK R. WEBER 4'-L" ;2'-LI, 4,_0„ I _ �3. 2„ 3 _ _ _ - - p I on Egress Areaway ® ® _ ;- ;- I I , ,- Wall w/ Hinged Grate O 41 EAST MAPLE ROAD I � N M t Ladder _M GREENLAWN. NY 11140 luest ne, „ " " 52 NOYAC PATH R ndo i I I 9 -2 I/2 3 2 3 -2 9 -2 I/2 WATER MILL" NY 1191E -------------------- - _- ------- - ----- _i ------ TEL 431 154-5555 ----------- .................... -------------------- ----------- ------- ----------; 6" "A P.T. Post w/ n p � fweberarchitecteyahoo.com 10� xl0 Versatex Dn Ste Enclosure, Strap to - Fdn. t Header (Tgp.) I'-4" SEAL: 10'-10" 3'-8 I/2" 3'-2" " 3'-2" 3'-8 I/2" � II -0 20'-0" 14,-0" I0'-4n (Gable) 251_01r (Gable) rt t # , FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Build JUNE 29. 202E 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. PROPOSED Widen MAY 19, 202E 3. ALL SUBFLOiORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: JAN 12. 202E TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. JULY 25, 2025 4. ALL HEADERS 4'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE: UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. IST FLOOR LIVING 2089 SF FEB 25. 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. 2ND FLOOR LIVING: 12-10 SF >s TOTAL LIVING: 3359 SF REV.: AUG 15. 2022 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. PROVIDE 2"' SPACE FOR AIR CIRCULATION IN ROOFS. IST (15' +) 308 SF L. DOUBLE FRAtMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. GARAGE: 888 SF DATE: AUG 8, 2022 1. DOUBLE UP IFRAMNNG UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. OVER GARAGE (L'+): 5L6 SF SCALE : 1/4" - 1'-0" 2 SCREEN PORCH: 252 SF 8. ALL FLUSH (WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. IST FLOOR JOB NO: w202105 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 N �A TOTAL GFA: 5313"SF AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z FRONT PORCH: 239 SF 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND LD 8 12" O.C. INTERMEDIATE. I��{�� _ I,_�rr COVERED PORCH: 225 SF DRAWING NO. 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-ENIGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND (HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A3 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIfRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 WINDOW SCHEDULE Area FREDERICK Unit Model # R.O. Opng Egres ROBERT ® ADH3250 3'-2"x 5'-O" Yes WEBER © ADH2644 2'-6'1x 4'-4" No B ARCHITECT A'1 © ADH2438 2'-4"x V-8" No O ACRD20 T-O" 0 No O ADH2840 2'-8"x 4'-0" No C O AAN2020 2'-O"x 2'-0" No A� t�G AAN21020 2'-10"x T-0" No W HO ACW2840 2'-8"x 4'-0" Yes 1 20'-0" 141-011 JO BASEMENT 2'-8"x 1'-4" No (Gable Width) (Gable Width) 9'-2 1/21, 3'-2" 3'-211 T-2 1/2" KO ROOF ADH2434 21_4"x 3'-41' No rT, I--I_-I O O Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light C'' 3'-1 1/2" 12'-1" `N' 4" V-1 1/2" Window ® ® w/ Plywd. Panels for Hurricane Protection (See A9) (Shed Dormer Width) Pan Alternate 43: Upgrade to "Andersen" StormWatch Series w/ Impact Glass, Zone 3 3'-8 1/2" 3'-2" 3'-21, V-8 1/2" 3'-II I/2" 2'-10" 2'-10" 3"' 2'-10" " 2'-I 3'-II I/2" 3'-8 I/2" 3'-2" 3'-2" 3'-8 1/2" \j----- - 1 I ----- 'IT" Tempered Glass F Above) Clerestor Windows 11 (Above) DOOfR W � ® ® O GO GO GO ® SCHEDULE ® ROOF ° j \ '• rn cn I v I j Q, I p unit Model # Width dth t Height I I I I I I I I '� '•. \ •'•.L I I O I Shed Dormer iv , I Tray Ceiling I I I I I I Tray Ceiling I iv _4 II \• .\�•� Front D oor w/ Sidelites 3'-0"x T-0" (Door))O "Simpson" -2' x 1'-0" (Sidelit es) FlatI CeilingI Pitch CeilingI PitchFlat _____ _____________Pitch impsonN, 1504 (LH-Out5wing)) 2'-8"x 1-0" (Door) 100 25, 011 N4 Pane Glass—Top, IPanel—Bot.) 0o O I I I I I I I I i rn I I I I I I I I I 1 = 1 II ® " on 1504 (LH-InSwin )Sim s -Top, I Panel-Bot) 2'-8"x T-O" (Door))U 4 Pane GlassII1-0" 1 20I-0N 1 . x...•••• ................ "Marvin" USFD12010-OXXO-RH T-2 1/2" 4'-041-0 Clad Ultimate Sliding French Door (R.O.)i i IBEDR06M 3 I I Frameless \ 1 I I I I II (O a ) I OT Glass =va=_ iI1 I ___ � Ceiling Ceiling Door tRidge Ric II Mo del Numbers Refer to , "Marvin" Signature Ultimate Series..•••.I ' �4 P ofil Enclosure I A ove Roof I Clad, w/ LowE II w/ Argon Glassr_-- _ --_-_-_-TT---- in I I I = I I \ ', „ , „ I ,;`/ „ 12"xl2" U I j Alternate 43: Upgrade to "Marvin" Coastal Product Series BED OOM 2 1 Flue 1 I I UPPER GREAT ROOM I 1 3 -� 61.4 -I8 66 4 31-4 4 Tile 6 Rail » \ I I I w/ Impact Glass IZ3 - --� I I {. I I ao I I 3'-0" H t. \ L I (Oak) I I I I I I 281' 28" _ L/ ec s �/ I -0 1 Verify Operation I I I I I I \ g cv1 I .I 1,.1 I..I.................. \ '•. CL. Cei 9 28" \s q I 1 A I - 8'-I" I'-1,1 .>/;_ " I I 1 I LINEN .\ S I. ❑ --- 32" Ridgi \ I =i o i A _ 3 4 I I I I _ '. g --Hanging ' c� ----- -- -----_ --------- Q,I I -- +- � A 1 p : N I I ��,. .. I I I I I Dn 14R - q i DRAWING TITLE o / N ROOF I , / .v `r 81.8" I ��•J'/ I I I tr 1 Ceiling I = 31_8„ " 1��5;•. 13'-0" I 9'-10" OD 811'- 3'-2" 1 4" Ili'-10" 1 6" 3'-8" I ao 1 Tray C g _ I __' tackable = 2ND FLOOR Pull-Down Imo. 1 O ' . . '.• O HALL N Dn 2 / I 1 I I I I HALL : ' \'. i a6.5 Ig 1 8' eilin Stair... , °- ' Shelve I I I I L__� J I / I I 1 W.I.C. Drop Header in Hall) .• -j-T�akl ''•.•:\'�•:• !Oak) I RECREATION I 1 I= I�-. _. � _.— —.—.— —. —. —._...—.—.—.—.—. _. —.—. ----- --� (Oak), vI io 28" V. 24" 4,1 = Rail Ridge � :/ � � I 1 �� 1 .. „ I '4' 411 3, I`„ 4„ , ,l /,l 11_O'I 10 l_�l, 21_411 I „1 �jl_4,1 411 1• 1 'D J I Handing 3C?'`�, `� ` 12"x1211 I I /•. M 1 v 1 I Shelves cn �- Rail I I Tiles T cv I ��/• ! I I I I "x12" _ - O„ Recess / I O O1 :• ile as e s ( LOFT � 8' Ceiling / 2'-8 1/2" 21-4" 2' 4" [2'-8 1/21, 1 N q 1 1 N I 31_8" � JOB: IRecess a- _ 28 /: 3 -8 6 116 -8 : 6 o r �'•. (Oak) b 3 +/. m` I I I -� I NEW RESIDENCE 47ure 4" 3'=4`' S -I 10'-10" - 4" 2'-10"4 :'Ftameless „ �r 1 ROOF rn : p : rn �- 13 -o , z : m l v I I ;= I MEEHAN o (1 Teas 10" I 24 Enclosure 1 :2 = i I i 2 i 515 OAK DRIVE ~ III I I " I . v I �_ U 2'-O" \ ''• Dn. lI I I i i i I I I i I REYDON SHORES `r SOUTHOLD (BAYVIEW) \•'•. I I I o Shelves CL-cv Sgll 1 I I �' i 1 I I 1 TOWN OF SOUTHOLD �''.: Han m g SCTM# 1000-80-01-34 BEDRO M 4 . J A T OT 1 O ,1 O O ^" a l o L___-- = I 1 _ 1 ARCHITECT: a(Above) - itch I Flat Ceiling Pit_c� FREDERICK R. WEBER 3'-8 1/2" 3'-2" 3'-2" T-I 1/2" 2'-8" 5'-3 1/2" 2'-8" 3" 2'-8" 3' 0 1/2" 1 1 ® ® 41 EAST MAPLE ROAD Tray iCeiling GREENLAWN. NY II'140 O 9'-2 I/2" 3'-2" 3'-2" 9'-2 I/2" 52 NOYAC PATH ROOF ;�- WATER MILL. NY 11914 ® ® TEL 631 '154-5555 jAbove) Pweberarchitectayahoo.com 3'-8 1/2" 31-2" 3'-2" 3'-8 1/2" SEAL: lk I ,1 I_ 11 I N I 11 ,_ N I 11 f r , 7 •-.� Ir' 4" II -0 19 O 20 -0 14 -0 10 4 25 -0 A (Gable Width) �� f FR�4MfM1C� NOTES: e Al I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Build JUNE 29. 202E 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. PROPOSED Widen MAY 19, 202E 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: JAN 12. 202E TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. JULY 25. 2025 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. 2ND FLOOR LIVING: 1210 SF FEB 25, 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 15. 2022 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. UPPER 1ST (OVER 15'): 308 SF PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. OVER GARAGE (CO: 566 SF DATE: AUG 8. 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UIP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE : I/4" I'-O" S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 2ND F L O O R F L A N JOB NO: w202105 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 • AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z 10. PLYWOOD, SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. j��,�{1� = 11_011 DRAWING NO. 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, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A4 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'. OF A9 3" Thick Bluestone Cap Stone Faced Chimney Ix8 "Versatex" FREDERICK Rake Bd. w/ ROBERT Ram's Crown t ,' `\ Ix6 Freeze Bd. WEBER ' ` 12 Ix8 "Versatex" \` 12 ARCHITECT Rake Bd. w/ ,' `\ ' ` ' \ Ram's Crown t // `� /' �\ FFE@ Ix6 Freeze Bd. \ \ / \. , —, — ---————————-- ——————————— —— —— ———— —— —— —— ———— —- - fi ------ -----;- ------------ t -- t I 1\ , \ / \ ..........:.............................. . . .................. ................... . / \ 12 A 12 fly* N..Em NI T•l I I 3 I/2 Ix8 "\Versatex" ' ` I L1 Fascia Bd. w/ /' �� .� Ix8 "Versatex" Half Round , \ x Belt w in a are Crown I Fascia Bd. w/ Alum. Gutter - -- - - __ Half Round Alum. Gutter ——— — —— ———————————- - II --—————————— ------------ II ------------11------------- I ----------- 11 -- ————————— -------- -- —————————————————— a -- ------ -- ---- -- -- ---- --1 II I ................ ................ �..1.................. ... ............... . ................ . I 'I : :............ 1.. .:................ ................:.......I..cJtfap' O i I .................... I...1 Iro'' eade I I r I I I 11 I I I x r I I I l l I I I ersatex r 1 1 © Q © I i E Bronze reenmg 16x6 PIT. ost, I I in Mahog g Frames I Encase. :in 8x8 VersatC Enclosure ® ' ) Outdoor Gate\ I I I I I E ''4 I I ILU-L] 1 I I I 1Ked Cedar 1 I ewa In es. I 6" 1�' To North Property Line i I I I : : I i Exosure (T ) Shingle I F -- __- \ I . .. . . . . . . . .,..... ... Flare------------ �---------- - ------ "BilcO" _---------- -------__ -J ------ -- --------- -- - ---———————. —————— I --- II Door - -------- ---- ------ ---- -- -- ------ --- -- - - - - - I �—'=JJj I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II i t I I I I I I - I I I I II II II _ rJ L, II II II II I I I I r I L__J I I II II II 1 1 II II II II I I I I I I I I I I I I II II II I I 1 1 I I I I I I I I I I II : II II II I I I I I L———— ------=--------— = — ___ ___ L ________________ tl-- ----------=-------------t�-- ------------------------------------- - ------ --__----------- --- ------------------- J I II I I I I I I I L_____ I_____-J L___J I J 35' (Maximum H(eight) ----------------------------------------------- WEST ELEVATION DRAWING TITLE: ELEVATIONS 12 \ \ JOB: ' 12 NEW RESIDENCE \ \ \\ � \ � \ s Rootin es / \ MEEH,4N LID (High Und Nailing) 12 - 1 ------------ -- -- -- -- - - 1 --------------------- �- ------:------`\ 515 OAK DRIVE r ------------ ---- ------ fi --- --------------- ------ ----------- t ' ---------- -------------- t -------------------------------- ' -------=-- ---- ` REYDON SHORES ' \ \ lx8 "Versatex" Ver a e " 50UTHOLD (BAYVIEW) Rake Ram's Crown t TOWN OF SOUTHOLD ® \ Ix6 Freize Bd. SCTM# 1000-80-0I-34 0 12 O O 0 0 \\ ARCHITECT: A 1 \ I , \ FREDERICK R. WEBER ' ® LE—j 41 EA5T MAPLE ROAD I -0 I I I I GREENLAWN, NY 11 140 Ix8 "Versatex" 1 I I I Fascia Bd. w/ 52 NOYAC PATH t =-------- - -- -- -- -- -- -- --- -- ------ -- - ----- ------ ------- Half Round WATER MILL, NY 1191E - -- - - -- -- -- -- -- -- -- Alum. Gutter o -----------------8 - ------------ -- ---------- -------- - - --------------------------- --�x8 "Belt Skin a Flare-i-Cr�iun- -- ----------------8 --- ------__®-------- --___ _____ ----- _®-_ __ __- - 1 - - TEL L31 154-5555 m rown 1 r------------------------------ f iueberarchitects9 ahoo.com ...................... . . ..................... .. .................. Un er Ix J on Cap I 1 \ I I SEAL: v° 1 t o 5/ x --to ad I 5/ x y� 4, 1 I 1 I I I " 11 a ear rr,;4 ; ® e ear ® ® III II I II r iI jI ® ©Casing "—bi dewall bhin les. xL. ost, En �so in Tper "Vetex Enclo urea ewa m es. �1 51d :. I 6 Ex osure (T .) I I I I I 41 _ l olum a ' 11 1 -I 1_ ll / a :., 4 , '�_____ ===--a---- °==a=====__ _=� �_- ---__ __ -- -- ----- ---- --- =c��vv=====__ __ _____----� -- -- ---------- -- ---- Shingle Build JUNEZ9.,:.ZOZL 98.E To Southi Property Lin est m- -- Flare I - -J---------- ------ - -- - -- ------ ------ \ i J Widen MAY 19. 202 4 1 ?"Bilco' Door 81_ JULY 25202 5 141 : i i i r J 20'= " 1 1 I I 14'=O/I I I l0l_�11 i 25'-01, i FEB Z5. 2025 1 1 I i i I I I I I REV.: AUG 15, 2022 J J i i i i I i i i i i DATE: AUG S. 2022 I I I I I I I I :L__J L__J I I I I I I I I rJ L, I I I I I I I I I I I I I I I I I SCALE : 1/4 - I -0N I I I 1 I I I 1 I I I I I I I I JOB NO: w202105 I I I L————————— ———————— ———I I I I --———=— 11 -----=-------------1I -L I—-——————————J I DRAWING NO. -- ---------- --1�-- ---------------------------------- ---1�-- - ------------------- 1�-- ---yam - J L r J L T________________ __ r ,r.,__ T r.-- r-- 7- 1 T I I I I I I II L-----J 1 ---- -J EAST ELEVATION A5 OF A9 Stone Faced Chimney / FREDERICK r ii----------------------------------------P-----------------------------r ROBERT I WEBER II 11 ,' II ---- --------------------------- --- ------------------------- ------ / � II i II ARCHITECT II • ,� I I / ———— — —— ————————————— LLL 11 31_10 N II Ji 00 — — — I , 1 � I / 12 I 12 I G - Ix8 "Versatex" - - -- Fascia Bd. w/ __ Half Round / - Alum. Gutter / / I , .. ................................................................:............................................................................ .......... <\� r450/ I I I I I u II I II I I I I I rn ® FEEH ® ® V 1 I II I II I I I II I II I I I II I I I I I Irr 11 5c e' IT-O"I 1 1 . 30 p I I I I lrfAd pj SOX To Front Property Line - I_ ----- ---- - I Flare I I I I I I I I I I I I I I 34'-0" I I I I I I I I I 1 1 rj I L-J I r� I I I I I I I I I I LJ --- I I I I •:H.�iic I I -- I I 1 -.................... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I --- -------I- ------------------------------------------------1 I I I r•I——"1—————IJ—1———•— r�——�—————————————————————————————————————————————— I I Thick Bluestone ELEVATIONuestone Cap NORTH Bl DRAWING TITLE: ELEVATIONS Stone Faced Chimney -------------------------------------------------------------- Roof 3" 3" ---------------------=1I�'--------------------�L--------------------- I I ' JOB: 2 1/2" 1 2 1/2" I 2 1/2" }______ NEW RESIDENCE r------I---I--- MEEHAN I I I I I I I I I I I 1 BY4TH 2 i i j BiATH i i i i i BATH i 515 OAK DRIVE ---------------------------------------------------------- --------- REYDON SHORES 3" 1 02" 2 1/2" 1 I)IT 2 IY2" 11,A2" 2 I/2" 1 1)121 " 2 1/2" 1 ly2" 211/2" 1 I12" 211/2" SOUTHOLD (BAYVIEW) Roof JIL_ I I I I I I 1 I I 1 I TOWN OF SOUTHOLD I Ex osure lTu II SCTM# 1000-8 0-01-34 / x e ear2nd Floor -- ----- — II II I i—d I-ew-aI ll--hi-tle: s�T:\.— —III1IIIII 1 _ T1ONN IIIII111 IIIIIIIIIIIII J� - IIIII- lIIIII III J I ARCHITECT: ------------7 — T E2 1 1 2- ------------7 T t- 12 ........................C.O. C.O. I "<.. I'- s O FREDERICK R311 3 12 . E 41 EAST MAPLE ROAD2 I/2" 2 I/2" Fascia Bd w/ I 3 1/2 GREENLAWN, NY 11140 --___- I Half Round I Alum. Gutter 52 NOYAC PATH 3 WATER MILL, NY 1191E3 3" _M• BiATH KITHEN PWDE LAUNDRY I ----------- --- '---------------------------------------��-----�IIY2N I l 211/2N I lyI2l 11�2N 1 � N I lyN 21y2N Il12N 1 �2 TEL 431 154-5555 Pweberarchitect8gahoo.com DWWasher ........... ..................................... . .................................................... .:................... ....... Bronze Socreening SEAL: lst Floor --- --- --- ----- in Frames Red Cedar .F.A. it 211 2" 3 1 12" 1 1 2" 211 311 1 1 2" 211 .---- -- ---- ---- ----- ---- --- --- -------- -------- --- --- ------------ — 4x6 P T Post, i ewa mg es. Encase ins 8x8 © "Versatex, Enclosure To Approved SanitaryC.O. C.O. C.O. System Building Drain, f" Diameter, 1/8" per Ft., Min. Pitch I_ 1 2'-4 _ N I_ N 11 11.4' To Rear Property Line Build :-JUNE-21 202E -- - ------ -------------- 77 Widen MAY 19, 202E JAN 12. 202E L13L J JULY 25, 2025Basement -----------------________________________________— FEB 25, 2025 REV.: AUG 15, 20221 ON 13'r31 PLUMBINGSCHEMATIC NOT TO SCALE DATE: AUG 8. 2022 MEEHAN RESIDENCE, 515 OAK DRIVE, (REYDON SHORES), SOUTHOLD, NY 30'-6 SCALEFREDERICK WEBER, ARCHITECT 41 EAST MAPLE ROAD, GREENLAWN, NY 111-40 OCTOBER 5, 2022 JOB NO: 402105 I L--LJ----------- — ————————— ————" --——— DRAWING NO. JL—T—j—-——————————I—— ——————— T———————----—— —_ — J LJ— --------_1 L— L — —————————— CO I — LIT - - y SOUTH ELEVATION- OF A9 ' U 1/8^ LVL RidgeStrap Ridge 12 (High Wind Nailing) Ice � Asphalt Roof Shingles, Ridges to, Align FulIg Adhere (per Nanuf.) Strap Ridge Foam Insulation (R3191 Asphalt Roof Shingles, OvTrlaq ' — It WaterRo( r ARCHITECT el Roof Perimeter it- 310 Shingle Underlayment on All Rafters Plywd. Sheathing to Lap Wall fE R Ix8 Fascia Bd. Ceiling 12 Alum. Gutter I ;T... F. ] ......... Ice t Water Shield 1`1 8 Roof Perimeter 5/�x4 Frieze Bd. :2] .1 Effl LL-L] T ATH 31 bo 40 "Hurricane" St Cont. Window Head 0 T_ Elf rap t V-2" L If floor El +3L.68' Ix8 Fascia Bd. 1/2 Round .. ............... . ............... .. .. ____ __ r::) LVL Hdr. Shingles f or Sound T�l Ceiling (Seal House, Wrap wl Drainage off Garage): Foam Insulation (P) Wall Under F LS/8" Gypsum Bd. Stair Top of 516b Block Up, Tile/Mudset Landing .1 7 sit P. I Con '. Slab 11. VF Copper Termite Shield 4" Closed Cell Sprag New 4' "Ro Top of Found: Sill Beal Foam Insul. (R26) in R19, (For L Reinf. Poured Box-Bag Area I Fire Protection) 3 1/2" Steel Pipe Conc. Apron Under Stair Midspan New Foundation Walls: P. Conc. Ftg. F-rc Ln ION P. Conc, Found. Walls wl' 44 Bars 32"oc Vert.. on ir DRAWING TITLE: SECTION AA_ 5ECTIONS Rils to lign 12 Strap Ridge 12 Sides of Dorme JOB: 39 \ 12/12 Gable Roof Pitch Section Thru NEW RE51DENCE -.W/ 2xlO RR t 12" Ovhg. Align w/ 9/12 Connecting Profile Of Hquse on Flat Dormer Rafter, 14'oc Roof Pitch wl M RR t Gable Roof I Fascias to Align SOUTHOLD (BAYVIEW) ON TOWN OF SOUTHOLD I Profile of Garage 00 Window Head Casing I Roof (In the Foreground) 8 C int ...... 12 12 LVL Hdr. ARCHITECT: Ln 12 1 1 1 12 FHA I]L I Porch Roof 9 LOFT 12 41 EAST MAPLE ROAD Flare Roof to 52 NOYAC PATH WATER MILL. NY 11911. Profile of Stairs "Simnpson" LPCZ Post Cap I IxI2 Frieze Bd. 5 ince over SEAL: I Wall The Column n Column T (Shingles Behind) St T Garage IV —^t Bluestone e jr REV.: AUG 15. 2022 Garage dl SCALE P. Conc. Sh b JOB NO: w202105 wlOXV, 10/10,—\ ' / / Gnme End | L______—_________ | | , DRAWING NO. � ^-,____--___—______ _�'�` | |' L _� L_�—_� ^ � � � � �—�---_] � ��—�—.—�� | ' | ' -- -- - - - - - - - - -- `_____J L______________ | �-----� 1/4" = |'—O" 1/4" = |'-011 FREDERICK F 11N I S H S C H E D U L E ROBERT WEBER SPACE FLOOR? BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS 0 c _ ' co ts _ ARCHITECT a N Q1 ` c .a°i v co (n LU (n N U Z (Z z co °- %:y z V `z u co s ~ 2 Z Z t10 N 0 W m in m (Y Z QOL Q m ~ o 'a U o 4 J U w 4 Q Ca D F— U p U Q z o co ,; Q' ccn 4 w Ca W ... a Q z w �- uir Z -� f- O O O W a a _ m r- x m J z = u -- W W m U w — a O v- U o oc ac co oc oC c<l oe z -< — U > F- -j 0 U W D D i5 W m U Z o iv w (L uUi v o „�, m Q �? U w Q W W O w z tY } ¢ c(1 — z z LU ,,, I— p z z p z J Z 'Q _ _ .9 O O ?- z oc oZ r— w w p W w W O v o O I— > a m 0 0 0 on tr U x z U •r v- z U ED � > s m U (n U U m > U z FOYER (Coats) ® ® 0 0 ® ® 0 9'-0" Paneling to 42" Hgt. GREAT ROOM ® ® 0 0 ® Varies W DINING ROOM ® I ® 0 0 0 9 -0 KITCHEN © 1 0 0 ® 0 0 . ® T-0" 0 PANTRY le0 0 0 9'-0" MUDROOM (Coats) ® 48 0 0 10 , 0 0 9'-0" Vert. Bd. to 66" Hgt. ILL POWDER ROOM 01 1 1 0 0 0 ® 0 0 9 O Horiz. Bds, to 42 Hgt. t j LAUNDRY 0 0 ® 90-0'1 (2) OFFICE ® 101 0 0 0 9'-0" I--1 MASTER BEDROOM 0 ® 0 0 9'-0" V 1 MASTER BATH ® 0 0 0 0 0 9*-0" r -� MASTER WIC e e 0 0 0 9'-0" ^w� FRONT PIORCH 0 ® ® 0 9'-0" REAR PORCH 0 0 0 -0" 5 3/4" COVE -f 1/2 " COVE SCREEN PORCH e 0 0 0 0 g'-0" FULL SIZE FULL SIZE GARAGE 1 10 1 1 le I (Do® I 1 ® 1 5/8" Type "X" GWB MAIN STAIR 0 e 0 0 ® 10 e Varies Panels to 42" Hgt. BASEMENT STAIR 101 e 0 ® 10 Varies ('T� LOFT 0 0 1 10 1 1 0 0 01 0 8'-0" Paneling to 42" Hgt. W BEDROOM 2 (WIC) e 0 0 0 0 Tray r BATH 2 e 0 0 ® 0 0 8'-0. w o HALL e ® ® 8'-O" BEDROOM 3 (CL) 0 0 0 0 0 Tray BATH 3 ® ® ® ® 0 0 8'-0" CAP 0 BEDROOM 4 (CL) ® 0 0 0 ® Tray MOULDING N BATH 4 10 1 ® 61 11810 01 8'-0" GARAGE HALL 0 8'-0" DRAWING TITLE: RECREATION 0 0 e e 0 Varies COVE FINISH �- BASEMENT ® ® 0 e 9'-0" SCHEDULE t1"IOULDING MOULDING MOULDING TRIM � MECHANICAL ROOM 8 ® � 0 ® 9'-O" �'qP CAP C 3/4" IO FACE OF WALL—� COVE COVE COVE 00 JOB: N - NEW RESIDENCE N MEEHAN " Ix6 HORIZ. Ix6 TdG 515 OAK DRIVE 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE REYDON SHORES 2 1/2" GWB GWB W/ NICKEL GWB VERTICAL SOUTHOLD (BAYVIEW) STILES ! JOINT BD. (OPTION RAILS W/ BEAD) TOWN OF SOUTHOLD 3/4" ► SCTM# 1000-80-01-34 5/8" BACK GYP. BD. ARCHITECT: BAND FREDERICK R. WEBER 41 EAST MAPLE ROAD r GREENLAWN. NY 11140 _ 1/4" 52 NOYAC PATH v- VENEER WATER MILL. NY 1191L <`+ PLYWOOD m NOTE: 3/4" TEL 01 154-5555 ALL ELECTRICAL RECEPTACLES BACK I/8" I/ " TORB I A Y IN BASE frueberarchrtect�yahoo.com BAND 3/4x5/8 MOULDING (U LESS OTHERWISE NOSE ( NOTED) SEAL: ... COVE PANEL MOLDING WINDOW 3/4 � WINDOW/DOOR '` ' y �r�. • — - A HEAD CASING- TYPE _ . z Half Full Size 4" SQUARE EDGE Half Full Size I/4 / / I I BASE UNDER RECEPT CLE OVER SHOWER CURB, 2 3/4" . x 4 1 2" W. CABINETS, ETC. Ix8 Ix8 5/4x8 5/4x8 BASE BASE BASE BASE IN M M JUNE 29, 202L �., JAN 12. 202L FEB 25. 2025 M REV.: AUG 15. 2022 SHOE rr MOULD DATE: AUG 8, 2022 Note: N m Where Window Sills — SCALE AS NOTED Occur Directly I/2" I/8" I/8" I/ SHOE OUL Above Countertops, SHOE SHOE SHOE SHOE JOB NO: w202105 a Eliminate Casing and — � Extend Backs to Underside of Sill ill =W-IDTH AS REQUIRED DRAWING NO. iy . WINDOW SILL - WINDOW � � CASING �'� BASE (T (cal) ELEVATION N 8 BASE (Typical) yp SILL MULTIPLE UNITS 3/4 FULL SIZE FU1LL SIZE eqHalf Full Size Half Full Size H O R I Z VERTICAL e- AU PANELLING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - E ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter 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 Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. W CLIP NAILED. FROM PROVIDE 8d COMMON 8 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 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 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d WALL PLATES per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot w EXTEND TO TOP OF TOP PLATE 4 - 8d NAILS TYPICAL FLOOR FRAMING eMST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) JACK POST 4- 8d per joist MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end = Blocking to Joist (Toe-nailed) 2 - 8d each end �, --/ w/ 4 - 8d NAILS 48" O.C. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block �- EACH END - TYP. 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist W 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 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS = SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (4) 8d NAILS TOP i panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel �I 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," x ,0" or wider 3 - 8d per support CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field W SIMPSON MTSA IS-Z W/ �(0 8d NAILS TOP t WALL SHEATHING BOTTOM ° 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ - SIMPSON LTP4-Z W/ /16» 6d 3" edge 6" field (0 8d NAILS TOP t (0 8d NAILS TOP 1 , g / BOTTOM 32" O.C. FLOOR JOIST - BOTTOM 9 32" O.C. 25 /32 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE - -- TOP OF FOUNDATION d NAIL 0. . " » 8 S 4 O.C. - - = Gypsum m Wallboard DRAWING TITLE: (SHEATHING TO LAP SILL PLATE) YP 5d 7 edge 10 field G m g tt Hardb oard 2 5 REBA :.R 8d see table 3.9 ( Part icleboard icleboard Pa nels 8d (see table 3.9) CO DE DET41L S COPPER TERMITESHIELD Diagonal Board Sheathin9(2) 2x6SILL PLATES A Q TREATED w SILL (T P/ S S .) Y �.. 1N x 6// 1/1 x 8H or - 2 - 8d r e support " " P P P i 1 x 10 or wider - 3 8d er su SEE FOUNDATION P PPort S NDAT N DWG. FLOOR SHEATHING FOR DESIGN/REINFORCING Structural Panels 5/8" x 10A.B. �32" OC. » w/ 2"x2"x3/16" WASHER. 1 or less " Sd 6 edge /12 field (HOT DIPPED GALV. OR greater than 1 10d 6" edge /6" field STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1" x 6" or 1" x 8" 2 - 8d per support NEW RESIDENCE SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d per support MEEHAN 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 515 OAK DRIVE 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall REYDON SHORES be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD (BAYVIEW) 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTM# 1000-80-01-34 ARCHITECT: FREDERICK R. WEBER • • •PROVIDE. 8d CO-MMON. NAILS A 6"• O.G. 41 EAST MAPLE ROAD ALL ',4RE'A'S' OF*ROOF 'FURTHER GREENLAWN, NY 11140 ••.'••T�1,��1••��••Fora••R1o�E;�i-1i1�/�,a>3�E•••••••••• DESIGN CRITERIA: 52 NOYAC PATH I WATER MILL, NY 11916 1 I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 " " FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" foueberarchitectsyahoo.com __________________ I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP --`, w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY U'•'•'•' EACH END 916" O.C. EACH END el6" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: : . WIND SPEED - 130 MPH K: ,_ -� 1 1/4" x 20 GA. GALV. STRAP '`+ "� ~ I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES Oc w/ 5-8d COMMON NAILS TO (0 i FDN. 910 O.C. w/ 5-8d COMMON NAILS IN t ti. EACH END 916" O.C. PROVIDE 8d COMMON NAILS 9 14" C.AT ALL HIGH PRESSURE ZON�S I NOTE: HIGH PRESSURE ZONES; ARE AL A EAS =a'o. DESIGN CRITERIA: 1'-0" FROM ANY RIDGE, HIP O,R GABLE D 1 I 1 Q DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME 1 o. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. . . . . . . . . . . . . . . . . . . . . . 4 s^. < 1<:I' JAN 12 2024 2'-0" MAX. FEB REV.: A 2025 UG 15�2022 x{ UA WINDOWS GLAZED OPENING T-O" MAX. 2 - d COMMON DATE: AUG 8. 2022 ;: s',;•;,.:r.,; NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE AS NOTED µk PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM 86 E 19% AND OF ASTM E 18 REFERENCED THEREIN. IN LIEU OF IMPACT G,.... 4 JOB NO: 402105 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING ROOF J� �I `�``"`'"r"``r'` PROTECTION. ATTACHMENTS SHALL BE 2 1/2" �#8 WOOD SCREWS, IL" OC DRAWING NO. x`'"`rt�' `"" FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 WINDOW SCHEDULE Unit Model # Area 11'-0" 13'-6" 21'-0" 13'-6" 10'-4" 25'-0" FREDERICK R.O. Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 T-Ox 4'-4" No B ARCHITECT Al © ADH2438 2'-4"x V-8" No 6x6 Post, (8) Locations: O ACRD20 2'-0" 0 No w/ "Simpson" MPB66Z Post Base w/ "Simpson" LPCZ Post Cap _ O ADH2840 2'-8"x 4'-0" No C I Al � ` O AAN2020 2'-0"x 2'-0" No (3) 9 1/4' LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. ............... ------------------------- - x - ----------�---------- ----------�---------- -- ----------- —.—.—.—.—.—.—.—.—.—.—. N o w 1 O AAN21020 2' 10" 2' 0" ------------------------- I i I I j j O ACW2840 2'-8"x 4'-O" Yes 2 JO BASEMENT 2'-8"x 1'-4" No II > ADH2434 T-4"x V-4" No Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light i U U - i U i I j y w/ Plgwd. Panels for Hurricane Protection (See A9) O O x � 4 III l3) 9 I/4" LVL Hdr. (2) 9 1/4" LVL Hdr. Alternate #3: Upgrade to "Andersen" StormWatch Series i N cv N i c i N —.—.—.—•—.— _ w/ Impact Glass, Zone 3 Zv �-------------- - V 1 G I "T" Tempered Glass V 1 I I J I r -------------- DOOR SCHEDULE W (2) 9 1/4" LVL Hdr. (3) 14" LVL Hdr. (3) 9 1/4" LVL Hdr. I ? I I _ � � �r 16" TJI 560 BI 16" oc I � a I Unit Model Width i Height Shed Dormer I I (2) 1 1/4" LVL Hdr. -----j `' Front Door w/ Sidelites 3'-0"x T-0" (Door)or)" r. J • O "Simpson" (2) 1'-2' x 1'-0" (Sidelites) > I p o I I I I 1' (3) 2x6 Post —=o -o — — - I i i 2 "Simpson", 1504 (LH-OutSwing)) 2'-8"x T-0" (Door) u I 1 (3) 2x6 Post I 1 I J (4 Pane Glass-Top, I Panel-Bot.) \ - III I' I s = >_ t I "Simpson". *150.4 (LH-InSwing) [ \ _ 3 2'-8"x 1'-0" (Door) Il 1/8" TJI :360 e 16" oc I v 1 u 1 -� I ' I II 1/8" TJI :360 16" oc r j I I (4 Pane Glass-Top, IPanel-Bot.) +I I I I u X IC.J n'IL oc ��I I I tL 1 (L I '—' III I' I Q- N fY U \ .� I �. I \ m I ,, III (3) ll 1/8 LVL I t o- 1 ' I �, r— O axo _ 16 TJI 540 61 16 oc 1 4 "Marvin" USFD12010-OXXO-RH IT-O' x T-2 1/2" --- ---------------------- 1 III i N cv ;n I \ I O Clad Ultimate Sliding French Door (IR.O.) - xlll ____________________ I 0 en to 1 �� _ tr I (3) 2x6 Post I I A ove I III i '-- I I Pos to I I • I I 9� I q, J II 11 jC ilin I iCeiling I I I © II 8" LVL F.J.Wall d. i ` r2x8 R 16oc ��., NI 11 _ ...........IRidge I Line of Ceilin Break Above IRid a cn 1' 1 i g ature Ultimate Serie-- — 1 r------------g-----------T-_q---=�I1� i Post -....-.` =.===_== __ 1 Clad, w/umLowERllew/ ArgonaGlassSl n s, r—————————————— 1 �, \ \ 11= O II I I x I I ; Stl. Gi der( (Under Wall) ———_ " I I \ . I L II CD I I I i I o, Q, I I I I Alternate 43: Upgrade to "Marvin" Coastal Product Series _ ------� \ J ( � m I \ i 1110 o i J _ _ I i 3 w/ Impact Glass IZ3 \ > 1_ 11 I , I 0 i �9 II 1/8 T 1340 9 161, " II I I — Verify ration I --- --�3)-II_1/8 . LVL------v!-- I I y IIIQ i I -----1 1� = I fy Operation - - - \- -'- - - - - 8�_6", 4„ �� I �=== __=====15;_2�===________= 6„� i 20'-0" i 3 t 16" 13'-0." �� 1O,_4" 3�-2" 6" 1 24'-0" I " KM ................................... _ _ 1 (3) 2x6 Post I t �, I ->i l(l i - - - - ll 1/8 VL FL._ ____ �__Ride Above______•i I oo Al -----"- Al �� . . .....__._._..... . .... ...... III ----- I I I m . .. 1 1', 8" �; `° I t '' -der Wall ----�- 1-y' I I DRAWING TITLE: i 2�y10 ., 16;"oc I 1 '' I -� I I ' o at II (2) 1t" LV i.0 16" TJI .$60 16" oc I M I � 1 II 1/8" T � 60 ° 16 0 i i I i� =I II III i cv tr _Hdr. For T 2ND FRAMING cv AC #IA � x8 IC.J., 16 oc I I � I•I i Post t I I^ I (3) 2x6 Post I I I III i Stl. Gi der II 1/8, T 1 340 a 6" oc �I II of Stair I I I I m1 I 1 _I n Stringer III _ 1 I I (IST FLOOR) ., 2 " —. I � I '--------------- 1 t _______ (3) II_1/8 LVL 1 I I (3) II LVL F.J. �I II -Drop Por I - ---------- 13) 2x6 Post ...,......._._. __-_-_-_--_.... .�,._ _._P...._.... 4p....1..... — —._._._._._... __ 1 -{ .-....-... — — _= —-.- —— _._QI...... ....... ........ I I• I> Drop Header II 1/8" TJI :360 9 14" oc Po os i t (Clride'r'Wa(I)"""' I. t (3) 2x6 Post I (3) 2x6 Post I• I t to 12x10 R.R.. 19 oc J�.i II1, � I r--------------- � , I• I\� I'I r � I I I � I � � u Found. L-�-r——J I- II 1/84 TJI 360 s W, oc! , I I N I Wall v 1 40. vo is cr 11 " I VI I �.Q - 1 I 1 a U > I I II 1/8" TJI 360 16" oc Q q O C14I / 4 1 I J I JOB: 2�c�8 iC.J. 6"oc IY in r -o �, i I i �► C141 m NEW RESIDENCE j�....... 11 1/8" TJI 340 8 16" oc I - " I ' t A Oi DC I x Q' = m 2) 9 I/4" LVL dr. �'' I I r MEEH,4N F-T- (4) 2x4 Post I 16" TJI 560 16" oc I = 515 OAK DRIVE Q I 1 �' i i I SOU HOLD BAYVIEW) (2) 1 II/4" LVL Hdr. I I �I 7 v .' AC #IB A #2 I I I 0 Q 0 I t -- TOWN OF 50UTHOLD `------------ 5CTM4 1000-80-01-34 _ _ _ ms �" (2) 1 1/4' LVL Hdr. II 1/8" TJI 360 16" oc I 0 (2) 9 V4 LVL Hdr. (3) 9 I/4 LVL Hdr. III 2XIO R.R., 10oc,� o o _ � - — I ARCHITECT: I o y i j ��i,i �" (2) 9 1/4" LVL Hdr. FREDERICK R. WEBER 41 EAST MAPLE ROAD U �' U GREENLAWN. NY 11140 O O 52 NOYAC PATH c i N cv N — WATER MILL, NY 1191E t I I ____ t 1 `° (2) 9 1/4" LVL Hdr. .................... . - . - • - , --- . - • --- , - ------------------ --------- ------- - - - - i _—————————_= =-_-_-_-_-_-_-_-_-__�_----_-_.-- .—.—.—. _ TEL 431 '154-5555 (3) 9 1/4" LVL Hdr. (3) 9 114" LVL Hdr. (3) 9 1/4" LVL Hdr. Pweberarchltectsgahoo.com 6x6 Post, (3) Locations: w/ "Simpson" MPB66Z Post Base w/ "Simpson" LPCZ Post Cap SEAL: 20'-0" (Gable) (Gable) FRAMING NOTES: Al I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER '8`1 Build JUKE 29. 202E 2. ALL SHEATHIING TO BE APA RATED, EXPOSURE I, 6/8" MIN. THICKNESS OR AS NOTED. PROVIDE ATIONOIN" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. Widen MAY 19. 2024 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO FOUNDATION W1ALL JAN 12. 2024 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. PROVIDE 1/2" PLY(WOOD (ONE SIDE OF WALL) FOR SHEAR WALL JULY 25. 2025 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. NOTE: ALL FLOOFR FRAMING TO BE TJ1360 SERIES FEB 25. 2025 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 15. 2022 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 2ND FIRAMINGDATE: AUG 8. I'- 22 6. DOUBLE FRAIMING AROUND OPENINGS (Skgllghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE : I/4" _ ('-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. NST FLOOR ) O JOB NO: w202105 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-100 NAILS AT SILL �� AND PLATE.. ALL EXTERIOR NAILS SHALL BE GALVANIZED. S 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. ��cf"' _ ��_�'� DRAWING NO. II. 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, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANDLING. STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. st 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIR'.ESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. WINDOW SCHEDULE FREDERICK 20'-0" 14'-O" 10 _4• 24'—p" unit Model 1: R R.O. Area Opng Egres ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER B © ADH2644 T-Ox 4'-4" No Al © ADH2438 2'-4"x 3'-8" No ARCHITECT ACRD20 2'-0" No O ADH2840 2'-8"x 4'-0" No C Al O AAN2020 2'-0"x T-O" No OG AAN21020 2'-10"x 2'-0" No O ACW2840 T-8"x 4'-0" Yes JO BASEMENT 2'-8"x 1'-4" No ROOF 0 ADH2434 7 T-4"x V-4" 7No r Model Numbers Refer to "Andersen" A-Series, PG50, w Low-E4 w/Argon Glass, Simulated Divided Light aM (2) 1 1/4" LVL w/ Plgwd. Panels for Hurricane Protection (See A9) Alternate 43: Upgrade to "Andersen" StormWatch Series �---I w p / Impact Glass, Zone 3 r------ (Dormer) \I I j "T" Tempered Glass I I I I (2) 2x6 I I C (2) 1 1/4 LVL (3) 5 1/2" LVL Hdr. "Studs lTyp ) (2) 1 1/4" LVL ROOF I.•\ '. I I j DOOR S C H C D U L - I . \ . Overly I v I I I I Ii IIII lI i 'Roof Unit Model It Tray !Ceiling mer Width It HeightShed Dor Tray Ceiling I I Itc, _piti tr II II rn cvoc IlIII IIIlI I II II III "Front Door w/ Sidelites 3'-0"x 1-0" (Door))Wall Below Flat. CeilingPit 2II I I \ Eitch Flat:CeilingI Pitch 210 R.R 14 (1) 1'-1' x 1'-0' (Sidelit es)., oc------------------ O r I I �2i Simpson", wing)) 2'-8"x T-0" (Door)(4 Pane Glass-Top, I PaneI Bot.) 2x8 C.T., 16"oc r I I 3 Sim son" 150 4 (L - InSwing)2x110 R.R., 16oc 2x10 R.R., IILoc I I 0) 11/4••.LV V 2'-8"x T-0" (Door) (4 Pane op, aneo . I I- 2x10/R.R., 16"oc II2x10 R.R., I.16 oc 2x8 C.T., 16"oc ---- . . 1IIII "Marvin' USF0 12010-OXXO-RH 12 -0• x 1-2 1/2" I 1 7 Header (In Wall) Clad Ultimate Sliding French Door (R.O.) NI 2x10 Hd 2x10 C.T on ach Side E o 2x8 CI.T., 16"oc 4 -10 Gara e o (3) RR ju imberLok II I IN ooil (2 x10 R.R. IIo Ceiling o E Ceiling Wall xRI.R., lCocI II Ride s! e Ridg p 10IR.R.Line of Cell Break 1 (3) 2x10 ROC Olt " ll (3) 2 I Model Numbers Refer to Marvin„ Signature Ultimate Series,( r - ---TT •—•—• -- --1=== h_______ --LVLFlush)°D > r --- Clad, w/ LowE II w/ Argon Glass> x r,ll a I I I 2 , IR.R., 16 o : Alternate 43: Upgrade to "Marvin" Coastal Product Series..... IIOC - c w/ Impact Glass IZ3oI oo W II = r I IN o o i�C o� 02 a III \vi I I Verify Operation > i I (2) 2x10 R.R. c .��I .... .. ...I.O..T.I _ - j..j.... ..�9. ...... �. 2x8 C.J., 16"oc o A I ------- - -IIN ----- - A1 - I �D/.P 2xl drn �' j I I -----' . . ---- --- ``' a- Ridge, II ��„ LVL \ I A I I �a.�.' I III I I I -; _�- -- irr--2x8 C. 16 oc � I j I I o ost f- 2 E Al i ROOF - -i rdy---,----� _ U III/ a � � T I O I I - ® U -�. I O tit Sz / I DRAWING TITLE: ct1 I Tray Ceiling /.'' III I x I I ��,�'. ( Attic `.\ '. I w � I � x _ ii cN I N I I N Overlay I \ Access I \ ( x I II I I Roof I I I r- I O ^ III / I I o ROOF FRAMING I 8 Cletli�. erlay I i I I __�_____ �• ( cv I I x III 2x10 R.R., 2x10� IR.R., 16"oc I I II (3 II 1/8 LVL Drop Header cr cv / (2ND FLOOR) 2x8 Cl 16' — — — — — — 1 \::, I nl I I I I �._. — — _ — — — — _-- — —_— — — I6 oc I I Ridge — — — — — — -------- _ --__ L > I I (2) 1 1/4" LVL I Wall on (3) 2x1C�� R.R. I (3) 2x10 R.R. I (3) 2x6 Post Overla O Overla j \ Overlay ,- I Z(3) 2 Post I I Roof / I Roof j• c > Roof o o III= I I I I I �`' ,--� o o I • I a �� I ��a T I _ 2x10 C.T on Bach Side I �9 �'/ I I •� i I bo of (3) RR w/ RimberLok I I n�d Y . I JOB: � \ 0� o o oc o NEW RESIDENCE 2x R , 16"oc i 2x10 "oc x O X I ROOF �••: I r- ;' s I �' I I I �I I I m.( ry N I I / :' I I I I I MEEHAN 77 2x8 CI:J., 16 oc :I : x i i is i i V I 515 OAK DRIVE n, I �1!• :I I I I 3x10 R.R.,116"oc 2x10 RI.R., 16"oc I REYDOLD HORS(BAYV EW) rn l •'•., I I I •: I I I I I REYDON SHORES SOUTHOI I I I I I I I I I I I I I 2x8 C.1}., 16"oc I i 2x10 R.R., 16"oc I 2x10 R.R., 16"oc I I I I TOWN OF SOUTHOLD � /(2) 1/4" LVL I I I SCTM# 1000-80-01-34 (2) 1 1/4" LVL (2) 1 I/4" LVL 2x8 C.T., 16"oc I I I I I I ARCHITECT: itch Flat I Ceiling Pitches (2) 1 1/4 LVL FREDERICK R. WEBER Tray Ceiling 1 41 EAST MAPLE ROAD I I I GREENLAWN. NY 11140 ROOF 52 NOYAC PATH (2) 1 I�'4" LVL 3'-10" 6" 3'-10" WATER MILL. NY 1191E TEL L31 154-5555 fweberarchitect9gahoo.com SEAL: Pr 20'-O" 14'-01, 10'-4" 25'-01, FRAMING NOTES: B C Al I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER BuiIdUPIE=29;202E 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. Widen MAY 19, 202E 3. ALL SUBFLOOR'ING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 0 PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL JAN 12. 202E TO BE SET OIN SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. L HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. JULY 25. 2025 ALL HEADERS ALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. FEB 25, 2025 SOLIDS. BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. REV.: AUG 15. 2022 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. O O FRAMING DATE: AUG 8. 2022 T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE : 1/4" - I'-ON 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( 2ND FLOOR ) p A JOB NO: w202105 ''!. AILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-IOD NAILS AT SILL � AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. y 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. _ �� DRAWING NO. 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, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 PERIMETERS. HANIDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE ILVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. S2 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 ELECTRICAL SYMBOLS FREDERICK �4PPLI �41�lCS : PLUMBING NOTES: SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- PLUMBER SHALL TEST ALL DRAIN LINES AMD ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. I- RANGE: (6) BURNER DUAL FUEL, 36% BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. W.P. DUP.REC.-WATERPROOF 2- MICROWAVE: DEDICATED/'GROUNDED 15 AMP RECEPTACLE 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 0GFI DUP.REC.-GROUND FAULT 3- WALL OVEN: 30" DOUBLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ® DUP.REC.-FLOOR ARCHITECT 4- REFRIGERATOR: 30, DEDIICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALL HOSE BIBS SHALL BE "FROST FREE" (WITH SHUT-OFF VALVES IN BASEMENT. 5- DISH WASHER: ELECTRIC t PLUMBING 6- ALL I- PLUMBERS TOE TO BE PROVIDE "T"DERMOUNT CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ DUP.REC.-(()SWITCH OPER. 6- BEVERAGE RERIGERATOR:, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE l- KITCHEN HOOD: 36"Wxl8"H:x24"D, CT EXTERNAL BLOWER, 900 CFM IRRIGATION CONTRACTOR. SPECIAL OUTLET 8- WASHER: FRONT LOAD 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. 9- DRYER: ELECTRIC DRYER, /� \�) O SURFACE MTD.-CLG. I OP SURFACE MTD.—CLG. (Porcelain) ------------------------- — . I -�} RECESSED CLG ------------------------- �4 � I }O WALL MOUNTED ' a'II jIIIIIII IllIIIII IIIii. III C �0 0C DUP. FLOOD 04 RECESSED CLG- DIRECTIONAL SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE Surra Surface DOORBELL/CHIME - 7 Hose.......V . EXHAUST FAN Bibt ---------- ��Wn1�jI ..... . ... . I PADDLE FAN t `y GFI GFI �H- SPEAKER rT"� Hose Bib I ' Surface I r------------ 0 TELEPHONE w.P. `1YW.P. W.P. I I I I O CABLE TV GFI I I © CAT 6 p I I THERMOSTAT Ovh d Door i FAN/LIGHT 3 ` ` II I I I II II 3 I � SMOKE DETECTOR OCO CO/ SMOKE DETECTOR `\ I I (� I I' `11'GFI SWITCH SWITCH 3-WAY ————_ $q SWITCH -4-WAY w i I L-------- TV ► I I I I ;Pe dent; Ref. E) I 4D :...... I .I... .................. I SWITCH W/ DIMMER $------- ------ ......: : ......... . ............................. .............. SWITCH WATERPROO F Chan elier - I I I I JS JAMB SWITCH Ra KEY PAD i `� I To I I I i I -To-2nd I I I -- - -.--'- --- — y i I I 2nd I Ex .� I Floor _ III Ovhd.l i i I I I I i FaCIL I j I Door 1 �P ndant --- ---- L ----�II---------------- I ............ i : . ..................... . .... ...... —III .......................... .........—.—.. .................. ,� DRAWING TITLE: AC #IA IT i i i i i Slnk WO ,I IA i ELECTRICAL o// T I 1 1 1 15T FLOOR I _,I 4 3 L- ————————————— --—— ——————————————————— ------------------------ " uc ace... ... Q......I.................. I 311 I / I I r--------------- 1 O I I I I L—r--J Surface / Surface Q j j I I W I i I ' _ / I I D 11 I /' I 1 JOB: Surface I I ' OvhDoor NEW RESIDENCE ......... TV Surf cc EEHAN I I /' 0 I Cha delle I I 515 OAK DRIVE To 3 I� �B I I REYDON SHORES Hose 2nd ; ToVA. j AC #IB AC #2 i i SOUTHOLD (BAYVtEW) ; Bs t � 3 ,I i _____________ SCTMtt�000 80�134 LD Bib \ Hose Bib I W.P. (OGFI ARCHITECT: I I i FREDERICK R. WEBER / / GREENLAMWNPNY ROAD 0 52 NOYAC PATH WATER MILL. NY 11914 .................... . -------------------- ---------- --------- ---- ---------------® TEL 431 '154-5555 fweberarchltectsgahoo.com �__To Path/ crost Lights �, ELECT �, ICAL NOTES : I- RECEPTACLES t SWITCHES TO BE DECORA (LEVITON), WHITE. .. � - • � �- f ,`" 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- RECEPTACLES TO BE HORIZONTAL MOUNTED IN BASEBOARD. ELECT RICAL 4- ELECTRICIAN TO SCHEDUILE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 20 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS LOCATED IST FLOOR ?p Build JUNE 29, 202E ON THE ELECTRICAL PLANS OR REQUIRED BY BUILDING CODES. 6- THE OWNER WILL DISCUSS TIHE EXTENT OF WORK WITH AN HOME TECHNOLOGY CONTRACTOR WHO SHALL x Widen MAY 19, 202E THEN PROVIDE A PROPOSAIL FOR THE WORK REQUESTED WHICH MAY INCLUDE COMPUTER/TV/WIFI SYSTEM, I�,�oil _ I,_O JAN 12, 202E MUSIC/SPEAKER SYSTEM, SECURITY SYSTEM WITH CENTRAL STATION MONITORING, HARD WIRED PHONE, SHADE AUTOMATION, ETC., THIS WORK IS NOT IN BASE CONTRACT PRICE. JULY 25, 2025 71- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. FEB 25. 2025 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. REV.: AUG 15. 2022 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ELECTRICAL FIXTURES : DATE: AUG 8. 2022 SCALE : 1/4" - III OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I— CHANDELIERS (DINING, GREAT ROOM, ETC.) JOB NO: w202105 2— KITCHEN PENDANT 3— BATHROOM WALL SCONCES DRAWING NO. 4— SURFACE MOUNTED CEILIING FIXTURES 5— ALL DECORATIVE EXTERIOR FIXTURES 6— ALL PATH AND POST LIGHTS "I— PADDLE FANS ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I— ALL PORCELAIN FIXTURES( El 2— ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4" ROUND HOUSING t TRIM (White) 3— ALL CAST ALUMINUM (WH17E) DUPLEX FLOOD LIGHTS. 4— UNDERCABINET KITCHEN LED STRIPS OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER 4D W.P. DUP.REC.—WATERPROOF CGF1 DUP.REC.—GROUND FAULT ® DUP.REC.—FLOOR ARCHITECT 0 OUP.REC.—(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.—CLG. Op SURFACE MTD.—CLG. (Porcelain) RECESSED—CLG. r b WALL MOUNTED w C DUP. FLOOD 04 RECESSED CLG- DIRECTIONAL SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE W ® ® DOORBELL/CHIME FEI EXHAUST FAN PADDLE FAN SPEAKER r r•.\. •'•. I I A TELEPHONE O CABLE TV I '•.\ .•'• I I I I CAT 6 T THERMOSTAT I I I I I I I I I I ••.•\.•'•.• I I I O I I I II II I I •------------------- I I I I I I I I I I I •.\ "'•. I �- FAN/LIGHT I I I II II � I 1 I I I I o I I � II II I '•. \ '•. I I O SMOKE DETECTOR I I I II II I I I I I COII I I I I I I \ I I I I CO/ SMOKE DETECTOR I I I I I I I Oil I I I I I .........I..I I..I............. .... I I •. :;• I I I I � SWITCH I i ii ii I iTvQ I I I I I I I I I � T•'• \•. I I 3 SWITCH 3—WAY SWITCH 1WAY$qTo I TV Floor SWITCH W/ DIM MER 4D W I I Q I I I Cha delier I I I I ........... I I I SWITCH WATERPROOF I I I — -rr----------- , r----------- LL T- ----- I I -------� I I I $w I i ill i i \ '' i 1 / \ I I JS JAMB SWITCH I I I I I. I I I I \ 'I `L/- .• a \ i I I K® KEYPAD I \ I I ..i �..�.................. \ ----- ---- ;".J �:J I I ---- ----- --- --------------- I ---- --- --- -- I I I I DRAWING TITLE: I � I I I I '•I\ I I / I I I '•. CO I / I I I I I I I I I"'•: I I I I I , '\" I `'.\ .Q I I I ELECTRICAL W/D I I I I --�=- ; / ; 2ND FLOOR Surface / .—. ------- —.—.—._. I I I I I `� 1• I i I I /"• I I I I JOB: ' V:'" I I i i NEW RESIDENCE Surfac . i t�' n i I I MEEHAN I 77 515 OAK DRIVE I I REYDON SHORES SOUTHOLD (BAYVIEW) TOWN OF SOUTHOLD I I I I 5CTM# 1000-80-01-34 I I I i I I d V ARCHITECT: I I FREDERICK R. WEBER 7 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 11914 TEL L31 154-5555 rweberarchitectsyahoo.com SEAL: i ELECTRICAL._ 2 Budd JUNE 29. Z02L 2ND FL00fR y Widen MAY 19. 202L 2024 1/4" = I -O JULY JAN 12�5. 2025 FEB 25, 2025 REV.: AUG 15. 2022 DATE: AUG S. 2022 SCALE : 1/4" - I'-ON JOB NO: w202105 DRAWING NO. E2 OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF 0GF1 DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Q� DUP.REC.-IUSWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. ---------------------------------------------------------------- 0P SURFACE MTD.-CLG. (Porcelain) r 1 I # RECESSED-CLG. r------------------------------------------------------------------- ..: r-_t J I 1-0 WALL MOUNTED I I I I I I I l DUP. FLOOD U I I i i 04 RECESSED CLG- DIRECTIONAL I I I I j pT --- I--- s0 SHOWER LIGHT (Wet Location) I I IT --- ---� UNDERCAB. FIXTURE I I I I _ ® ® DOORBELL/CHIME ^ I I ----J t-----� t 1 - III----ri � ��\ i EXHAUST FAN — ------------� I ---- i------� -----------------------------------, I `• I PADDLE FAN �n j I L--------------------, I V 1 Ir-----l--I-------------------------------------, r--r-------- � I j I I I I I I i5P SPEAKER r I I I I I I I W I I I I I I 1 p TELEPHONE L--------------------------------------------------------------------1 I I I I I. . .... o i 1 i i I I I O CABLE TV I I I I I © CAT 6 --------- -------------------- r---- -- GFI I I — r- ,- I I III II GFI L— IJJ ------------ — I I I `-- I I I I I I TO THERMOSTAT I o i I II T1T I r—I —� I I Il \ IIIII II FAN/LIGHT ----------- L�( FI I.1-_--____-__-- O SMOKE DETECTOR I I I I I II III III I I 1 1 1 I I I III III II I ' I i.i i I r--I-1- O 1 j , � � III III II III I Pan/Cal I I I C CO/ SMOKE DETECTOR ' I-- -- SWITCH - , ll III III I I ICI I I I I $3 SWITCH 3-WAY I 1 � i I I I I III I I III I _ L �-I _� I I rSWITCH 4-WAY --------------' III I I Ili I I I I I III I I x , III I II I I III �4 I I I I_ _I I I I I l $D SWITCH W/ DIMMER I III III i i � III I I I I I I I I ........... .....1 III I ' I I.I - I----I--1 I I I l SWITCH WATERPROOF W II I I I ; I j i II I i ill I I 1• 1 I r H I I I JS JAMB SWITCH KEY PAD II I I I I \ � � I • I I 1 ,11 III III �I I I I I I I I I r_ I1. I --I � 4& I 1 I I I - 1---- II1 L-------------- -----� I II I ' I - 1-----a I I - -- -Ho1:"llla L------, I IOO. I I III :• 1 S�3r�ge I I�I I I I II III 1 I I. I I I I I, I I III ll I I I DRAWING TITLE: L-++-J II III I I I 1 III III II III III I I I I 1 I III hi ELECTRICAL I I Propane- Pired 1 ,1 III r----, r-TIT_ III I r-----, I I i FOUNDATION I =- - - _------- =I 1 ___ 1q.1 I I I I I I ------�I---- I I I J I I lil I I I —.—. _.—.—._._._._._. r------------- --I----�-I---------------+-, i I I. I I I I Fol ' I I I I II I I I III I III I I I I I I I 1 III IIl CO II L____J L-+.+_J I.I I I O III III I I L-----J I I I II � III rif III � II III I I 1 I I I I l I I I JOB: I I I 1 t I I I II I I II 1• I I.I I I I I I I I III II L_-__J II III III 1 I I I I 1 l 1I1 II Ist Pan/Cod i I II i I I I NEW RESIDENCE I I 1 1 MEEH,4N I 1 IA I I II I I I I I r----------, I I L------ ---�}------1I1—, I — I— —+—I--I— --� III I r----, I 1 I I I 1 515 OAK DRIVE I l Water I I I REYDON SHORES Service SOUTHOLD (BAYVIE W) I I L------------ db I I1 I I I I I TOWN OF SOUTHOLD I L--------- -------II --- -- - - -- - - ------------ ------------ I I GFI _ II I 1 1 I I I I I I 5CTM# 1000-80-01-34 ................................................... Co....................... 1 1 j I I 1 I I L----J I I L-------------------------------------------- l l IIIi----------------------------------------------------------------i i i I I i--y----------- ARCHITECT: l i i 1 400 Amp Underground 115 I I 1 I I ----- I L------------ -------------------------------------� I I I I I Electrical Service l l l l I I I r To Approved FREDERICK R. WEBER I I I I I l I I 41 EAST MAPLE ROAD Sanitarg System I III I l I I GREENLAWN. NY 11140 II L---------- 61---------- I III I I 52 NOYAC PATH I I .---------------------------------------------------------- --_ ---J I I ----------------- WATER MILL. NY 119'iL lL----------- ------ ------- 1 TEL 431 '154-5555 L.-------------------- ---------------------------- - ------------ ° Fweberarchltect yahoo.com SEAL: -�•;••s ' •"'`��s� _� i �.,' Sri ��. In . Build JUNE 29, 2024 Widen MAY 19. 202L JAN 12. 2024 JULY 25. 2025 FEB 25, 2025 REV.: AUG 15. 2022 DATE: AUG 8, 2022 ELECTRICAL SCALE : I/4" I'-ON � FOUNDATION F) LAN �� JOB NO: w202105 x DRAWING NO. E 3 OF E3