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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. 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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