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Home My WebLink About51299-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51299 Date: 10/21/2024 Permission is hereby granted to: Peter Ruttura 4 Ferncliff Rd Huntington, NY 11743 To: Constructa new two-story single-family dwelling with breezeway,detached garage and HVAC system as applied for per Trustees non-jurisdiction letter and SCHD approvals. Premises Located at: 900 Sound Dr, Greenport, NY 11944 SCTM# 33.-4-4 Pursuant to application dated 08/30/2024 and approved by the Building Inspector. To expire on 10/21/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,719.50 CO Single Family Dwelling-New $100.00 Total $3,819.50 - � _ . Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y Telephone(631) 765-1802 Fax(631) 765-9502 littps://www,sotitlioldtowiliiy.gov ^ sh Date Received APPLICATION FOR BUILDING PERMIT . _ For Office Use Only D r PERMIT NO, 4 t Building Inspector: l/ va-) Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. P,'(11I, O rL a Date: OWNER(S)OF PROPERTY: Name: � ll� SCTM#1000- Project Address: ,0® �Y Phone#: �� lr� _8.I Email: iF(- - � �1'$u rct� �til win. Mailing Address: � � l CONTACT PERSON: Name: Mailing Address: -4r1 1 Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: ` wJ1 . Phone#: Email: ail CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION Xlew p cost P Structure ❑Addition ❑Alteration ❑Re air ❑Demolition s.�. ed C� Project: ❑Other am- Will the lot be re-graded? ❑Yes>q�lo Will excess fill be removed from premises? s ❑No 1 PROPERTY INFORMATION Existing use of property: of Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes o IF YES,PROVIDE A COPY. ElCheck`Box Afte it Readling: 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 Bulld4tg Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffok County,New York and other applicable laws,Ordinances or Regulation%for the construction of buildings6 additions,alterations or for removal or demoRtton as herein described.The applicant agrees to comply with all applicable tams,onimances,building code, housing code and regulatlons and to admit authorized kn;pectms on premises and In bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Seddon ZWAS of the New York State Penal Law. Application Submitted By(pr` ame)•, authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D. BUNCH State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF 1 Commission Expires April 14, 2 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the L6g�mr:;� (Contractor,Agent,Corporate Off er,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 II' &/1& 1'V`ay of 20�T � '''�D 1 Notary Public PRQPLR"N OWNERAUTHORIZATION (Where the applicant is not the owner) I, 1 �R I1UIT�LRA, residing at E-u 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 Town Hall Annex Glenn Goldsmith. President 54375 Route 25 A. Nicholas rupski.Vice President Fi P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly t� Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 15, 2024 Frederick Robert Weber, Architect 41 East Maple Road Greenlawn, NY 11740 RE: PETER & DONNA RUTTURA 900 SOUND DRIVE, GREENPORT SCTM# 1000-33-4-4 Dear Mr. Weber: The Southold Town Board of Trustees reviewed the site plan prepared by Frederick Robert Weber, Architect, dated May 28, 2024 and determined that the proposed construction of a two- story dwelling with detached two car garage is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any, sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, . '41443-t� Glenn Goldsmith, President GG:ec Town Hall Annex �� F Telephone(631)765-1802 54375 Main Road d Fax(631)765-9502 P.O.Box 1179 � ' Southold, NY 11971-0959 r � a i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: '21 Owner: . Location of Property: 4 Please take notice that the (check ap jcable line): New commercial o residential 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) 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) Floo d rooLing R) Signature: Name (person su mitting this form): Capacity(check applicable line): Owner --�- Owner representative TrussRegMdocx Effective 1/1/2015 Generated by REScheck-Web Software Compliance Certificate .......... Project 900 Sound Drive Greenport5 '' .mm Energy Code: 2018 IECC Location: Greenport, New York SE ,J Construction Type: Single-family P4 Project Type: New Construction Conditioned Floor Area: 1,940 ft2 ; "TM, Glazing Area 28% ' 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: 900 Sound Drive Ruttura and Sons Construction Ed Burger Greenport, NY 11944 200 Cabot Street Burger Construction, Inc. West Babylon, NY 11704 PO Box 934 631-454-0291 Cutchogue, NY 11935 Ruttura@ruttura.com 631-734-5217 burgerconstruct@aol.com Compliance: 2.8%Better Than Code Maximum UA: 598 Your UA: 581 Maximum SHGC: 0.40 Your SHGC: 0.35 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. S ma . de trw1ciffs areunua items:(j arno�sidei[ed flru the LJ�J oir IP Er ff irr naarnce cormnlialliaan¢e path in IR11::''"�ur.11neck. Each sllaab on� graa de aap";alaernnbly in the spana.Kled cfli gate«means:r nust Irma_(:1 the n..iruin7 irnauu°rn a„nncnrgy a:°a"ade prn,aan.uiaborl R.vaIlue and cIaaJ:th requ.a4ervon;umts, Enveloge Ass,ep3blies .-NOW �avity �C6nC Prop. Req. Prop. Req. Hot Roof-6" Close Cell Spray Foam: Cathedral 2,623 39.0 0.0 0.027 0.026 71 68 Ceiling BSMT Flat Ceiling-6" Close Cell: Cathedral Ceiling 232 39.0 0.0 0.027 0.026 6 6 Exterior Wall-Hybrid wall-2"CC+ R13 Batt: Wood 2,858 26.0 0.0 0.052 0.060 106 122 Frame, 16" o.c. Doors: Solid Door(under 50%glazing) 42 0.320 0.320 13 13 Window: Vinyl Frame 775 0.300 0.320 233 248 SHGC: 0.35 Cantilever- 6" Close Cell:All-Wood Joist/Truss 189 39.0 0.0 0.026 0.047 5 9 Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 1 of10 p Basement Wall-2" Close Cell: Solid Concrete or Masonry Wall height: 9.0' 1,867 0.0 13.0 0.068 0.059 122 106 Depth below grade: 1.0' Insulation depth: 9.0' BSMT Door 2: Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Door 1: Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Window:Vinyl Frame 36 0.300 0.320 11 12 SHGC:0.35 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. Marvin Murillo- HERS Rater06O2 09/17/2024 Name-Title Signature Date _ .......... _.......... _ .......... Project Title 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 2 of10 a REScheck Software Version : REScheck-Web Inspection Checklist CqJ Energy Code: 2018 IECC Requirements: 97.0% 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. & o'o .. .. � -..n .. . __. . w Plans Verified Field Verified J # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions lO 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the ❑Not Observable iol building envelope.Thermal envelope represented on ❑Not Applicable construction_documents. 103.1, Construction drawings and ( Complies 'Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems, [:]Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC 'Commercial Provisions. _ 403.7, ,, sized per ACCA Manualui me is Btu tang: Btu tang �....,, ❑❑Does Not :Re uirement will met. � _�,. p nt �.. r g g. p q be met. hr p S based '[PR2)2 on loads calculated per'ACCA Cooling: Cooling: ❑Not Observable Manual,) or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High lrnpact (Timer l) 2 C Medium Impact(Tier 2) 3 f Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 3 of10 d , Inspection k..r.. _ ............ ,...... Sctlo Pilans er6fle4 Fltlt rlf��d IFaer�dafN n l� pe.tlx� CrpIes� CorrvieitiAsFawanl"tlins Value Value RCS 111 L. .......ae................. ...... 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value. Where interior R- R-_ ❑Does Not table for values. insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑dot Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basinstructions.enw ❑ p q lies Requirement will be met. Cam uirnt w . [F05]1 insulation installed per C)Ooes Not manufacturer's l% ❑Not Observable ❑Not Applicable [06]i9 insulation nd depth oP burial o wall r � ft �� ft �❑C o splies See theNot �� table for Envelope� � ., _�. n Assemblies slues. 3 distance from top of wall. ;❑Not Observable j❑Not Applicable [03"A1 I, to protect exposed exterior installed ❑Clo splies .,.,. _. Exception:Requirement � g uirement is Not not applicable. insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 cSnow-ad ontrols installed ice-melting system Elcom❑Doesplies Not � Exception: Requirement is not applicable. tip []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier Medium Impact(Tier2) 3 1 Low Impact� Project (Ti A Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 4 of10 8 section# Framing / Rough-In Plans Verified fied Field Verified Complies Comments/Assumptions fi Inspection' ssumptions eE[ ID [11111111 '111I'll 1 I. „e _. r 402.1.1, Door U-factor.. U- U- D omp8ies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, �averageU-factor(area-weighted - � � � - �-❑Com lies t table ee e Envelope U- U_ p ...�_..�_.. Assemblies ❑Does Not 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable &:N [FR4].3 are determined ofnenestra p _...... p _.Requirement will mm. tion roducts ❑Cd�� Bias �II be met. 1 accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier n..,, ..,. ❑ omplies ......... equi �� e -Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 °... .Fenestration that is not. ........._..., „ a� a __ .......,nw...�...... m_ site built ❑Com lies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. _ 402.4]5 .... sealed at recessed ess ed lighting i Ming finish e5 ...... .. ., ��o. ElDoes Not t e.. r _.e ._ 9 g p :Exception: Requirement is applicable.erior and labeled to indicate 252.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics � � [ Complies Requirement will be met. R12] insulated >= R-8 where duct is ❑ es Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable 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. ..e . ....�- --- 403.3.2. Ducts, air handlers a nd filter ❑Complies 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 applicable. _ 03.3.5 Bui cavities lding re not used as OCoµ.... mplies Requirement will be met [ e FR15]3 ❑Not Observable ❑Not Applicable in conveying p P 9 _. 403.4 HVAC i fluids R- R ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not 0 below 55 °F are insulated to >_R- _ ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC � ,❑Complies Requirement will t .. — be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable _ . 403.5.3 Hot water pipes are insulated to R R- ElCo Requirement will be met [FR18] _R 3 Not r rvable❑NotApplic Applicable ................m ... _ ....� -_...-..__._......._- --..__.�_ _ .. .... .��,.-.w.-...__ . ------....� www......._._ ......_............�.-..�...-.www. .�.... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 5 of10 � "r.. _ , �,.rc., ...i ... . } raxrrar Roar gb«lw Ir Ire�son Narw Verified � mol.l epit �� on�piie�s ornments( ssumptions � Valu��°Vitl Value 40 Automatic or gravity hampers are Elcomplies ;Requirement will be met. [FR'191�" installed on all outdoor air ElDoes Not intakes and exhausts. Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1 Iledoum IrrapactTaer Low Impact frier 3 Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 6 of10 Plans Verified f IField Verified � � rruu� o�tMts�Assr�m t 40sulatlon Inspectia n Complies p lorws value i 1 All installed insulation is labeled � " 1�1 � � w..iElCo plies.,,, � �Requirement will be met. PN13)� or the installed R-values MDoes Not ff7 Provided. .1Not Observable EJNot Applicable .. ...P —_... �.. m ...... ....... 1.1„ Floor insulation R- 2 value. R- R nComplies See the Envelope Assemblies 2.6 ] Wood 7 'food E]Does Not table for values. 402 [I 11],1 El Steel Steel E]Not Observable E]Not Applicable. .......... .. .,m 3032, Floor insulation installed per OComplies 402.18 ;manufacturer's instructions and DDoes Not [IN2]1 ;in substantial contact with the ;underside of the subfloor,or floor ❑I Not Observable framing cavity insulation is in �Nr�t Applicable j contact with the top side of ,sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ 402 2 1, i mass insulation R-value.lIf this is a ®Woocl � Wr�cad ElCorn lies See the Envelope Assemblies mm�p e wall with at least /z of the Does Not table for values. 40,2.2.6 ;wall insulation on the wall [-] sass E] glass ]Not Observable [IN3]1 I exterior,the exterior insulation El requirement applies(FR10). Steel steel ONot Applicable 303.2 Wall insulation i installed per mplies mm Requirement will be met. s. nu es Not nNot Observable EINot Applicable Additional Comments/Assumptions: .... .� c n act t 2 IMediurn Impact(Tier 2) � ] 31 Low Impact(Ties°3) HI Iiln ..Tier1) mm Project Title: 900 Sound Drive Greenport _ Report date: 09/17/24 Data filename: Page 7 of10 �# Final Inspection Provisions Plans Verified, Field Vaiuef� � �� Complies CommentslAs�� mpti_,. s Secteon lue sumvtions & Rea, I,p ." A111 e 402.1.1, Ceiling insulation R-value. R- R- ❑Complies Assemblies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 1.1.1, Ceiling insulation instructions. installed per mm... ODomplies ._ Requirement will be met 303. [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable ,402.2.32 12 Vented ins ion in clude it baffle permeable „.„ ❑Doesplies Not - Ex applicable. Requirement is to soffit and eave vents that extends over insulation. ❑Not Observable []Not Applicable _m-_ ....w ..... 402.2.4 Attic access hatch _. .. .-.. ,,, �� .�..� and door R- R ❑Complies Requirement will be met. [FI3]1 insulation >R-value of the ❑Does Not adjacent assembly. [-]Not Observable ❑Not Applicable _ _ 402.4.1.2 Blower door test @ 50 Pa. <-5. ...... ..ACH 50 H 0 ❑ ...... _._-_..... = ACH 50 = Complies :Requirement will be met.: [F117]1 ach 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....-�� 0 cfm/100 cfm/10 - ❑Complies Exception:All ducts and air [FI27]1 determine air leakage with ftz ft2 ❑Does Not handlers are located within either: Rough-in test:Total conditioned space. 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. __ 40 1411 Duct tightness across tthe system m or ft2 cfm/100 ft2 cfm/100 ODoes Not andlers are located with.mm__._.... - � �� -- Exception: All ducts and air es Not h in <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable _occur during Framing Inspection„ _ 403.3.2.1 Ai handler leakage designated ❑Complies Requirement will be met. I[FI24]1 by manufacturer at<=2/o of ❑Does Not design airflow. ❑Not Observable ❑Not Applicable 403.1.1 installed hermosta . �.o .. _.._ .,...... ..l be _.. i ....__Programmable n thermostats ❑Complies Requirement will be met. control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code_specifications. ❑Not Applicable um t 403.1.2 Heat thermostat 2 pump p at installed ❑Complies Requirement will b � e met. [Fl10] on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable _ 03 ].1 Circulating service hot automatic or ._.._. ❑Doesplies Not ✓Requirement will be met systems accessible manual controls. ❑Not Observable ❑Not Applicable 1 g I (Tier 1)..... 2. M„ ....._ .. � _ _ H6�h _m ppact Medium Impact(Tier 2) 3 Low Impact(Tier 3) " 1 .. Project Title: 900 Sound Drive Greenport Report dater 09/17/24 Data filename: Page 8 of10 1. ovisions .. ... ._ .... �..,.- ............. _ Section .. ...� Tans Verified Field Verified I # Final Inspection Pr Value Vague Complies? Comments/Assumptions P p fi 403 6.1 All mechanical ventilation system ❑Complies Requirement will be met [FI25] p fans not art of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable ❑ R403.6.1. Not Applicable 403.2 hoou aheo eoillers supplying hea ❑Complies _..,Exception: Require s Requirement is z g two-pipe heating ❑Does Notapplicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable lure 403.5.1..1..-,Heated water circulation ircul pump.systems ,.. ❑Dos Not. Requirement will be met ....' [FI28] h p p e system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no and for water 8403.5.1.2 Electric heat trace systems or ULts w EComplies � µEx Exception: applicable. is [F129] comply with IEEE 515.1 Does Not not 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Con'mplies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. �. .... ........... .... .n. �,. . 403.5.4 Drain water heat recovery units ❑Complies .'Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. [04.1 90%or more of have high permanent lamps. ElComplies ....... mRequirement will be met. et.m II efficacy p ❑Not Observable ❑Not Applicable [023] 1 Fuel gas lighting pilot sighs have � �� (]Complies Requirement will be met. gas lighting systems t. ❑Does Not ❑Not Observable ❑Not Applicable _ 401.3 Compliance certificate posted. . ® ElComplies Requirement will be met. [F17] ❑Not Observable ❑Not Applicable g Im act (Tier 1) t 2 Medium Impact(Tier 2) L ow Impact(Tie r3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 9 of10 Final Inspection iProvisions.a. Plans erifi�r�#..�. ieiifw ...y Section, , .�. ompies? � ora�rnearts/ ssrrropt P� � eri�fiesf aiW� viler , �"�� ri .,, .,�,. ,...,,.,,. ..,,,,,,,,------- 3033 Manufacturer manuals for .7ompl'ies Requirement will be met. [Fi . �3 mechanical and water heating OlDoes Not systems have been provided. Not{Observable E&Not Applicable Additional Comments/Assumptions: 9Impact _ . p Tier ) N_ouw Impact(Tier 3) � �i, h 1T�er�) _, ,Medium impact 4 �... ._. Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 10 of10 a, Effidency Certificate NJI IMMMMMMEMMEMMMEMM Above-Grade Wall 26.00 Below-Grade Wall 13.00 Floor 39.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): MIMzMMMMMMMMMzM= Window 0.30 0.35 Door 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments HIGH WATER MAKM IS, 05/23/2023 y - — — — — — — — e-- — -___ - - - - - - - - - - - R®CK WALL BOTTOM BLUFF Ln S 7 a �� - 161— l 18 20-s J �� 22 _ _ - - - -30- TEST HOLE DAT/ 32 McDONALD GEOSERVICES a 40 3s s v JANUARY 8, 2024, 3PM 4 -m- — --- — 5. �--40 6-- - P�ZN +5 �- — B6OW 46 — 48 — -iOF'- F = 52— _ DECK & STEPS \ BENCH \ 2.6'E CEHL PER COASTAL EROSION HAZARD AREA MAP PHOTO N0. Lot 21 M ,6 ,AC Y �•. I51-606-83 Lot 20S LAST DATED OCT. 28, 1991. 0 Lot 19 ` - m Al I z 50' 1 "WOO ED' AYEY RA L SC J&54 rt 0 65` r O � I O 71' SINGLE FAlKYDWaLA PtBw WATER T. 0 4 Rt1� SINGLE FAlfi1,Y DWELIM . � ��' ` PROPOSED VENT TO BE TERMINATED CATER THROUGH ROOF WITH A CARBON FILTER 133-4 3 FUJI CLEAN USA CONTROL PANEL PROPOSED GAS SERVICE "' g r FUJI CLEAN USA MAC'R"AIR BLOWER TO BE INSI - OIL A 4"P.C.SLAB AND TO BE HARD WIRED TO CC f PANEL(SEE DETAIL THIS SHEET) PROPOSED WATER SERVICE R r t WAU l ma A rr� F AIR LINE 'C) lk 1" PROPOSED ELECTRIC SERVICE Q TO BE PLACED IN CONDUIT PROPOSED IIA FUJI CLEAN USA WASTEWATER i TREATMENT SYSTEM MODEL CEN-7 TEST HOLE TOPPS 241NCH PUMP BASIN WITH l ORENCO PF SERIES EFFLUENT PUMP S MIN. _ CLEAN OUT WITH A PLASTIC VALVE BO INSTALLED FLUSH WITH GRADE(TYP.) 1 114"HDPE FORCE MAIN -- 100.00 sty 5 _ 5'PROP.DISTAL HEAD HT.(TYP.) ROAD NB535710"E ANGLE PROPOSED V PROPOSED ELECTRIC SERVICE 100' TO McCANN LANE a of P T ACROSS THE STREET 1 114"HDPE FORCE MA PROPOSED EXPANSION 8.5'X 4.75'X 1'DEEP BOT.SO EL 50.0 ME NON LEACHING CATCH BASIN ET EXISTING GRADE TOP N EL .5 AT 1:3 SLOPE MAX. LEACHING GALLEY(TYP.OF 7) DRAI 48 INSTALL 1114"HDPE FORCE MAIN FOR EXPANSION PROPOSED 8.5'X 4.75'X I'DEEP GALLEYS UNDER DRIVEWAY AND CAP LEACHING GALLEY"P.OF 13) SOUND DRIVE SINGLE FAY 01G VACANT W C WATER SCTMJ 1000-33-4-6 TV(1000- 4m31 n 0 Z Z 01 SITE PLAN SCALE:1"=30'-0" 2"VENT THE VENT TO BE TERMINATED THROUGH THE ROOF. 12"MIN. VALVE PDX 6"MIN. VALVE(TYP.) CARBON FILTER TO PSEO PSC DEVICE WATERTIGHT PLASTIC FRAME&COVER W/APPROVED LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR TO PSC) SECONDARY SAFETY LIDS I DEVICES TO BE PRO=Fn 512,q q - /Ass "es soZs LONG ISLAND so D STORM WATER iPOLLUTION PREVENTION • CONSTRUCTION PHASING: S$rJ43'00„E CONCRETE - FREDERICK COVER OR ROBERT I- CLEAR PROPERTY IN AREA OF CONSTRUCTION �- TIE LINE PER FILED MAP ' 04'46 BEAR NG C.I. GRATE WEBER 2- INSTALL SILT FENCE:. / 3- CONSTRUCT FOUNDATION FOR NEW HOUSE, PATIO t GARAGE. I SLAB PRECAST CONCRETE 4- INSTALL DRAINAGE STRUCTURES. CHIMNEY 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. 6 FILTER CLOTH AGAINST 4- PROVIDE GUTTERS/LEADERS AND CONNNECT To DRAINAGE STRUCTURES. DRAINAGE - WOVEN WIRE FENCE W/ ARCHITECT PIPE i 6 16 SE INTO, OC DRIVEN MIN INSPECT SILT FENCE WEEKLY LAND DISTURBANCE: 12,000 SF HIGH WATER MARK I -, I GRADE, EMBED FILTER cn I CLOTH 6" INTO GROUND 05/23/2023 I TYPICAL p w I CLEAR SITE IN AREA OF CONSTRUCTION INCLUDING HOUSE, GARAGE, PATIO, DRIVEWAY, - __ --------------- �_ ___ DRAINAGE 4 j ASPHALT TRAFFIC DRYWELLS t SANITARY SYSTEM. PROVIDE GUTTERS t LEADERS PIPED TO DRYWELLS. ' --- - RING > 1 BEARING GRATE CLEAN FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED. I Top Coa EXPECT EXCESS FILL FROM BASEMENT AREAS TO BE REMOVED. I y gale c _ _ i I FLOW O z tr- � `�,,. PIPE TRENCH CONSTRUCTION ENTRANCE AND STAGING AREA: NEW DRIVEWAY -- -__ - - - ------ - ----- 4 I I _ �' tr m DRAIN TO ---- I I SLOPE _ �� DRAINAGE RING - ------ ------------------------ ---- 6 -- -- GK wA\L 81_0„� STONE BLEND REMOVE TOPSOIL IN ALL AREAS OF CONSTRUCTION. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. RO I 2 CLEAN SAND t _4 - - ---------- BOTTOM GRAVEL FILL L---------------------- �------------ BLUFF � --_-_-- OGK ,NpL� CROSS SECTION CROSS SECTION _cR�,�rE �o-- __ 10 TYPICAL SECTION DRAINAGE RING SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY W 24 ---- -- I--'--I SITE DRAINAGE: - 26=_—---- 25--—0� n __--- -----_ ----- 30- _ TEST HOLE DATA PROPERTY OWNER: ---- I—I DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) Q. -- --- - --________-- 32 -_--- McDONALD GEOSERVICES PETER RUTTURA -- ----- 34- ---_^____------ JANUARY 8. 2024, 3PM DONNA RUTTURA (I) 8' Dia. x 6' Dee w/ �Z 4 `- - 30"------- A HOUSE/PATIO (EAST) 1500 sf x ALA Ram = 249 cf p 253.5 cf 0- =---_ `- ---__ -- __-------------- 38 EL +52' (t) SITUATE: GREENPORT W Traffic Bearing Top -- _- ---_ --- ___-- 40------- Of TOWN E: SOUTHOLD B HOUSE/PATIO (WEST) 1000 sf x .166' Ram = 166 cF (1) 8' Dia. x 4' Deep w/ 253.5 cf fea - -- _ ----- -- 42 -- - DARK BROWN .5 SUFFOLK COUNTY, NEW YORK (� Traffic Bearing Top o. Y+ ------ -- ----------- 44-- ----- LOAM OL - - _ - 46- 4$ SURVEY INFORMATION: HOUSE (SOUTH) (1) 8' Dia. x 6' Dee w/ - 50---- ___- --- _ ` C DRIVEWAY (WEST) 1200 sf x .144 Rain = 199.2 cf Traffic Bearing Top 253.5 cf / --_____ - __—_ _ __.— 50 --- - FOX LAND SURVEYING D GARAGE/BREEZEWAY 2000 sr x .166' Ram = 332 cf (1) 8' Dia. x 8' Deep w/ 338 cf TOP--OF-BLUF-E____-_--------- __ SURVEYED:WESTHAMP M BEACH, NEW YORK 52-"--� SURVEYED: MAY 23, 2023 DRIVEWAY (EAST/SOUTH) Traffic Bearing Top DECK & ELEVATIONS ARE REFERENCED TO NAVD 1988 � STEPS House, Garage and Porch Roofs to have Gutters t Leaders LOT 20- MAP OF "EASTERN SHORES" Connected to Underground (Drainage Structures (Typ.) `, BENCH FILED APRIL 21, 1964, MAP NO. 4021 8'0 Ring: 12.25 cf/Ft of Height 2.61 i SCTM# 1000-33-4-04 CEHL PER COASTAL LOT AREA: 34,203 SF (TO TIE LINE) EROSION HAZARD BUILDABLE LAND: 21,013 SF AREA MAP PHOTO PROPOSED SANITARY SYSTEM NO. 51-606-83 SOUTHOLD TO N ZOOING: R- 09,999 SF) NEW I/A OWTS PER SCDHS STANDARDS LAST DATED OCT. �, BROWN CLAYEY FOR 4 BEDROOM HOUSE 28, 1991. Lot 21 SAND W/ YARDS: (PRINCIPAL SETBACKS) NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING GRAVEL SC FRONT 40' 100 GPO HYDRAULIC FLOW (440 GPD REQUIRED) Lot 19 1 L t 20 SIDE (ONE): 15' SIDE (BOTH): 35' REAR: 50' DRAWING TITLE: MEET ALL S.C. DEFT. OF HEALTH SERVICES REGULATIONS. � _ - \ ,� o SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) `� \\ o _ 1 `, HEIGHT (MAX.): 35'. (2) STORIES NOTE: '� \ - - - \ �� HOUSE: 1918 SF SITE PLAN I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER \,- T'�� LEACHING GALLEYS GREATER THAN 100' FROM SURFACE WATER \ FRONT PORCH: 46 SF REAR PORCH: 191 SF --- I/A OWTS TANK t LEACH GREATER THAN 5' FROM BUILDING W/ SLAB / `\ \ 1`S� � LEACHING POOLS GREATER THAN ICY FROM STRUCTURES `' \ BREEZEWAY: 60 SF - �� \ \ � � � GARAGE: 516 SF SWIMMING POOL: 450 SF TOTAL: 3301 SF FIN FL , FOZw �, \ "WOODED" \\ �,1 BROWN CLAYEY LOT COVERAGE (PROP WATERIN EL +58.0 -------- ' \ , • \ � SAND W/ .1� SYSTEM GRADE RISER TO _ _ _L _ _� _ 100 _ -- - -SET_B- _ _ JOB: GRAVEL SC YARDS: (ACCESSORY SETBACKS) CONTROLLER/ EL +53.0' GRADE Vol ,y \ 'Si Fence }55� \\ �� (LOT SIZE: 20,000 TO 39,999 SF) NEW RESIDENCE ALARM 4~o APPROVED \ , �, O SIDE t REAR: 10' (18' HIGH) PETER/DONNA � ' -=��!� ,� �- PIPE, 1/4" PER FT. 18, MANHO E 18'' MAN OLE 24' MAN OLE `� MIN. PITCH %t;U��N(y P00 �' \ ' �W I O SIDE t REAR: 2 (20' HIGH) RUTTURA _________ I -4 I -6 r5 \ `�\ 65 SIDE t REAR: 20' (22' HIGH) cRe , 1 (1>;'X30 ''�� - �°_�_-- ��, ' cr 0 WATER IN 900 SOUND DRIVE INV RT PROVIDE w 1 Et• '(10 �` BROWN FINE at HOUSE CLEAN OUT I INVERT 3'S `r- 05�0 P� g53J �,�� ro 0. SAND SP MAXIMUM SIZE:SETBACK C GREENPORT. NEW YORK EL +52.6' e L 51.4' INVERT \ F-0P , 11 FRONT YARD SETBACK TOWN OF SOUTHOLD HOUSE © EL +51.4' TO SHALLOW PRESSURIZED �, , P 1 � � , � � ON WATERFRONT LOT = 40' 5„ DRAIN FIELD (SEE SANITARY w \ \3 i + , 5'_2„ 4 -II I/ ® PLAN- JOHN CONDON, ENGINEER) G o � PO C� w \ 1 1 SUFFOLKCOUNTY NY 0 0 -4'-11 1/2 S � Cb - \ C;H / p •5E \ 1 ALLOWABLE SCTM# 1000-33-4-04 ,- RO GROSS FLOOR AREA _.r• ARCHITECT: EL +46 4' fo.k�g;r-�,1 ---- Wig_ N1Nrj�� i1 �acd) SINGLE FAMILY DWELLING BUILDABLE LAND: 21,013 SF ~ . e i W/ PUBLIC WATER �_,( 15'd� SCTM# 1000-33-4-5 FREDERICK R. WEBER -' - - - - - - --- • \ 'R 0 \ � I�, n LOTS UP TO 30,000 SF: 3350 SF 41 EAST MAPLE ROAD BED OF "FUJI CLEAN" CEN-1 3R5W 1� I� FF E1.. 5a - �bac (PLUS AREA IN EXCESS OF GREENLAWN. NY 11'140 SAND _: -- -_ - ---•--- - 4--------_- N - TREATMENT TANK + 2�� SINGLE FAMILY DWELLING \ e 20,000 SF 1013 SF x IOY) 101 SF W/ PUBLIC WATER �' �, 1'S10 ,. \ `,13 q� TOTAL GFA ALLOWED: 3451 SF 52 NOYAC PATH SCTM# 1000-33-4-3 �8�,b 131J _ �,s \ l tbaF WATER MILL. NY 11914 NOTE: lg,ae .(�ca a C.o ' ', �a\k ` z4, E\ "PROPOSED TEL 431 '154-5555 ARCHITECTURAL PLANS SHOW GENERAL LAYOUT OF SANITARY SYSTEM. �$• , Q5 , ; GROSS FLOOR AREA Fweberarchitect9gahoo.com FOR SPECIFICS AND DETAILS OF CONSTRUCTION SEE "SANITARY PLANS 1 t 2" 15� � _\ /:��a 6\oc'� Coca P'RQ C\A ' '� 01 0 AS PREPARED BY JOHN CONDON, P.E. REVISED MAY 24, 2024 AND �- \ D'E� �,R \ ►sT FLOOR: 1918 SF J /---+-�'� \ ' � - � tAccre GREATER THAN 14': 115 SF SEAL: APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT. 0 ��r ' ��E\>SP� r) ,'pe fl" G ! \ _,_ _� '\ j*�te V avel5uctac} , B\. Pt 11:1 + . \ ��3q k) �RaE 2ND FLOOR: 1343 SF �. .. O C , I. F b I. 0 - Z ry,,, �; 10 _0, Grate- Zq' \ l TOTAL GFA: 345L SF OC ess� _ - - - - Control -Cs nec ,'� GENERAL NOTES. ON—SITE WASTEWATER TREATMENT SYSTEM (I/A) I/A OWTS Panel _ \ 1 TREATMENT ! Retar rr910 THE ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND \.TANK 54 DRAWING SCHEDULE DURING SYSTEM START OF. \ AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. 1` �0� - O a] o DESCRIPTION THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED C to 'o 1 `` Al SITE PLAN BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. DR' A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. �j. 6;__ =-=_= , j A FOUNDATION PLAN THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING `r a%�R ;----1- LEACHING GA1 L>:YS, ; DOCUMENTS PROVIDED BY THE ENGINEER. \ `l o, ,p, -r(1) EXPAtS�I 1 2 H" h1�- "• '---- Frame A3 IST FLOOR PLAN INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM ROA BEN, �? 52 _ JUNE 28, 2024 � \ tl4'N Va V � 't✓.I. rate ►- .,. A4 2ND FLOOR PLAN REV.: JUNE 12. 2024 ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY ANGL 100.00 \q.4w Boxes _ �O'_ So- Water A5 ELEVATIONS !NORTH/SOUTH) DISCREPANCIES. ' I - --'" • CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT N853510 E : . S8 35 ajO- ; 1 Hydrant lf) DATE: MAY 28. 2024 POINT OF CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY Utdrty A4 ELEVATIONS (EAST/WEST), SECTION THE ENGINEER OF ANY DI! Con _:\ :----, Ole u9 pF PAVEMENT Al SECTIONS SCALE i" 20' Water ain \ k A con EDGE THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS Existing gelg�an Bloc P BY THE ENGINEER AND SCDHS. 100' TO McCANN LANE Connect to Extended A8 FINISH SCHEDULE/ TRIM JOB NO: w202301 THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ACROSS THE STREET Gas bam (Appprox. UTILITIES t SERVICES IN TIHE AREA AND RELOCATE THEM AS REQUIRED. 150' to the West) ` ' A9 INTERIOR ELEVATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, DRlvE Aga INTERIOR ELE NATIONS DRAWING NO. COUNTY AND LOCAL SAFETY CODES. NORTH OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY S f F L A N A10 CODE DETAILS (30 BELOW GRADE, 12" LIFTS, MAX.) SI 2ND FRAMING (IST FLOOR) OWTS INSTALLER SHALL INFORM THE ENGINEER OF ANY OMISSIONS AND/OR S2 ROOF FRAMING (2ND FLOOR) DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. 1" = 2 0'-0 Al ALL 18" AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS El ELECTRICAL IST FLOOR PLAN MANUFACTURED BY "TUFF-TITE'. OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. SINGLE FAMILY DWELLING E2 ELECTRICAL 2ND FLOOR PLAN, PLUMBING VACANT W/ PUBLIC WATER TASKER LANE E3 ELECTRICAL BASEMENT PLAN OF AIO SCTM# 1000-32-4-4 SCTM# 1000-33-4-31 McCANN LANE r-----------------------------------------------------------------------, I 1 ------------------ I 1 o 1 `v- Future Swimming Pool Location _______--- ____________...__-_-_-_-_-_-_-_-___-___-_-_-_-_-_ r I B C I I FREDERICK 1 °D I AlA'I L-----� —————————————————————————————————— ——————J - 1 �-------------------- I I ROBERT WEBER I , I 1 - I - I I O I I O I I 12'-0" 13'-8" - 35'-4" 0 ARCHITECT I I I 4- _ I I Qo 10" P. Conc. Found. Wall I I N w/ (2) 45 Bars (To >t Bottom) t #b Bars �8 oc I 1 1 1 1 I I 21-8" ISNTx3/4' Vert. on 30';dT Cont. P. Conc. I I Bearing I I Dowel Perch Slab info Found. Wail (45 Bars,130'oc) i g �; i i Spread Fpotmg w/ (3);45 Bars --------------- ---------- ------------------------�--- --------------- ----------i----------I— L -L-1—� 1 I O - I Ip I I I I 13 I I O I I I - 1 10 15" --_- ------ ------- ----- - -------- ------ - ----------- ----- ---- I I A-1 cll I Ip r- -, r- --� 1 I I/2" 1 o Slab Spport d 1 1' 2' LL Partial all I I 1 /, I I - `_ r I I Basement Walls (Tgp.): I I o0 (2) I x 14 ao I I I ' A �, I I 2" Closed Cell Spray Foam (R13)Anch T- ® X Boltsor ----------- 1 --I-� I I 1 `" "' I I 2x4 Stud Wall, lb' oc I I Strips to i 1 I1'- 3,_b" I 12'_/,1 1 „ 1pl I 5/8" Gyp. Bd. 33 -b° I l'- " i 3'-4" " b 8 r=, 3/4"xl"xl5" _ Grdde I q I I 1 b» � I 14" I _ Base Ifs I/2 O rl--I-J1= o �, W 8 x 24 Girder I I v u O I I _ — — — - 5"x5" COLUMN :� I I I , M.— — — — --I I o d ,; O I I BEARING E "A" (FOUND. WALL) - I 1 1 I I 1_ - "(1 1/8' D x & 12" W) 4" Bearing 1 - STORAGE I r-- 3/4" = 1'-0" O `---- I ILL-_ I for Girder I I _ 2 1 6 I _ O •r c� I I 4" P. Conc. Slab - _ 1 ' I I O tr l4) 5/8 xl4 i i I 1 " '* OFFICE I 1 w/ Synthetic Fiber `y O 1 I I 'v- /, Mia 5 -b I 1 "' Reinforcing `" oo °cU Anchor Bolts _ 1 a�'-q^ " „ 3 -3^ I I L_�_ I a- --, PI wood/Batten 1 N I I 1 L--- -� Reinf. P. I I y 1 I/2 I 1 M I I Conc Hdr. "Shelf" for I _ Ceiling Finish 1 I I Slab Edge 1 ~ ® 1 �Jowel Porch Slab Into F`round. Will (#5 Bars, 30 c) L _ __ �2 _____ 1 4"x4"xl/2" Steel _ I I Egress = 3/4"x10"x10" _ y____ I I _ I r, C> �_ Base E r; �----�'--- �-- -'- ---- -- _ I Column on 36"x3b"xl8" I I WindoAreaww � w I P. Conc. Ft w/ (4) 1 #5 Bars Both Wa s, 4" 3'-4" 4' » ry I _ I „ y 12 P. Conc. Found. Wall ------ (B.f� B ), Extend these ----- -- - �-� O YI I w/ f2) 45 Bars (Top t � - ----- - -----------�-" --------- 1'�• Columns to 2nd FI. HALL BSMT BATH 1 2 „ _I „ ,_ „ I , 1 ,_ „ Pier/Beam * * - I 1 Bottom) t #b Bars 8 c v 8 4 0 I 10 I II 5 T�/ Pocket 13 -8 5'-10 8'-811 q'-T » �' I » . _____ _____ 30 10 -0 I I Vert. on 30 xl2 Cont. P. C c. ________ 9p• _ 1 S read Footin iu (3) #5 Bar 5"x5" COLUMN t__ ___ P 9 BEARING I "B" (BSMT/FOOTING) 1 25'-8" W 101 x 3 Girder w/ 2x6 Top Nailer I IE Wei W 10 x 30 irder w/ �x6 Top Nailer fe I I (East Wall Only) 1 -- ----- -' -'-------- _ Bolted Angle II (10 1/12' 1��1x 5 3/4" W) jl� I I 32" " Pbeamocket `- 00 - 1 a-------4- I 14" TJI 360, 16" o.c. °' I a`, I Connection L__I� � 1` II L_ I '- (Tgp•)I ----- ------- -t— - -—- ---------- -i - I L-----',/III __ J u BSMT BR I L--- +------i- 1 z z II III S wa Island d --- - �p " III " " 1 E ect r AbOve _ I 1 I a I RECREATI N a I 4 :9 14'-10" 1 °O `^ I fi-----1- I 'v fo •� o .� 4 4 3 -4 ff 2 -2 4 3 -b 4 _ b =4 8 1 A o I I --I 1 - I= 4" P. Conc. Slab ~ I» II I I 3 1/2'� Steel KT-110- 57T -----------©- -------------1 A I 1 I T--- r 1 ap .ao 00 A� p I I I x w/ Synthetic Fiber x '� 32„ II I I III Pie Col n on tr p �= I 1 = O blo" 1 ----- 1 N I - Reinforcing cy N III I r r - III 3 x30 AS 1 . J 1 L I I I10 I i-----L 1 (� (2) 14" LVL v I I 1I I nl P.Conc. Ftg. +1 p v In I tr Lo iL. _ 1 ___ w/ (3) 5 Bars, H - txU 1 I 1(2) #5 Bars u 1 II --I--- Both Was (Tgp.) 1" b- »(2) #5 uous) _ � I I I I 1 Plywood/Ba ten o _ II L_ I III 1 » " ,_J u 6 -0 4 1 L, 4 - 12 -b 1° Reinf. P. I Ceiling Finis ` I > > II ----- -D o lHand _i Conc. Hdr. `� q- O '`� -r II -� II III STAR GE 2 W];O ,1 I 1 E re5s� %nl n F png ai I a .= r+ - y Ln v-II - II AIR I I - -- - 10 -0 g•or- I Areaway _I ! 1 (2) 14' LVL _ _ (2) 14" LVL `�' J =� -II `, II 1- I - 1 O Gar r w/ 2x4 Top Nailer fE 1 1 Window 44 Stirrups I I I - 1------------ ------ x -____-----x- I- �y11 - II ----I- 1 —.—.—. 12 oc - ------------ -cam - (b) 2x4 Post - N _ --II Nit I m I DRAWING TITLE: Up - I - I� Above, Block - I „ II III 1 - (10 1/2" D x 5 3 4" W) 6 1 ' 13'-8" 8 -5 II 1 11L_ _J L_—_p J 1 " 1 o (2) #5 Bars I 8" 14' I " 1 '- " - Water 7.3 I = ,1 II 5 Solid (T .) F- 21 -II 1 I 1 - (Extend 18" °° 1 1Dra1n 9 1 - Fan/Coll Heate 1 I FOUNDATION Beyond Opng.) -0) 1 1 - I 11 o II `v_- I I I --- I " 14" TJI 3b0, IG" o.c. (3) 14" L V L ___ I 1i � � I °D I o u n MECHANICAL r 1 I 1 --- =--_____ ---- =I----- -- Basement ails (T .): ___-� II II III I 1 `--------1 I „ Beam Pocket, u u III 32" q- I 1 1 Beam Pocket, 2 Closed Cell Spray Foam (RI3) CONCRETE HEADER (TYP.) Dr Footing I ,P I Provide b" II II III 30o Amp Boiler 1 1 9 Provide 6 2x4 Stud all, IL oc O 3' elow Landing I Bearing Depth 5/8" G Bd. i Bearing Depth II II III Electrical Panel I I 3/4" = I'_p„ -' I -I--- 9--p- ----yp ---------- II �I _____ _________ __ Reinf. P. 1 v- I L-------, r- -- ----------- -- III � Conc. Hdr. r - 1 I Built- n U C JOB: I - ------ I i Ref. 11 - ---------- ------- Dowel Porch flab into Found. all (U� Bars_30"�c) „ T r--------------------- __ I ___ II r— — , I r,------- r------, i i I I 3 Lok-Flooi( I NEW RESIDENCE 1 10" P. Conc. Found. Wall I ` -"` I = Sanitary 13" 1 1 UNEXCAVATED 1=i I i I i "I `y w/ (2) #5 Bars (To t 1 O i Foundation Wall 1 � I i I I I w/ 6" Slab I 1 RUTTUR�4NNA ___________ —_------J II 1— " 11 I— II Bottom) t #b Bars 8" oc I I ``� Extends 3" I � 1 I 8 1 4 8 I 8 I Ill—So5 0 Vert. on 30'A2' Cont. P. Conc. L-------------------- Beyond Framing I `:: . _ -_ -`: 1 1 I I I 900 SOUND DRIVE Spread Footing w/ (3) 45 Bars 1 - -, - -- -- - - ---- _ -"' 1 1 I I I Drop --1 GREENPORT. NEW YORK L---- -, g -1 Q I -t Footing Ln r--- _ r--- r---- Drop Footin L_ _ ___-__ ___-- O TOWN OF SOUTHOLD lc�, Wingp Walls for -t----► I----r 1 3 Below Landing ___ _ SUFFOLK COUNTY. NY steps to Grade I I 1 I I I . zo - SCTM# 1000-33-4-04 2'-1" L 8 J 3'-0" L 8 J 3'-0" L 8 J 2,-�" P. Conc. Header J ' ' ' ' ' ' I P. Conc. ^ 1 --- --- - --r-T-r-r-1t 10 P. Con . Found. Wall Drain o Ha dra I I I 1 1 I I Areaway w/ (2) #5 ars (To t 3'-10" 8'-O" 4'_q" 1 g11 15'_ » Dr ell i I $ II' 0" pi i i i I g" 1 Bottom) t 4 Bars 32" oc ARCHITECT: 8" IC�'1 - „ _ „ , - I I I , I 1 Vert. on 30' 12' Cont. P. Conc. 0 0l . o (12 Teas Il 1 �1 1 1 1 11 1 U , , , , , , Spread Footin w/ (3) 10 Bars 1FREDERICK R. WEBER ----- - - --+-+- -�-11 L----- ---� 41 EAST MAPLE ROAD P_Conc. Header ci - T - -- GREENLAWN. NY 11'140 ---- I Drop —'—' O �1 Footi� ---$- , 52 NOYAC PATH _ I - - - ------ ------- i WATER MILL. NY 1191E s-- I L---I--j b,_8 FIR2„ 1 TEL L31 '154-5555 iII I I fweberarchitectayahoo.com I I 3" Lok-Floor 20 Ga. G40 Galv. Firiish/ T to 5 J2" P. Conc. Slab, 4000 1psi 1 1 1 w/ 44 Rebars, 12" oc•Each Way, Steel: Deck o be 3.Span Continuous (Above) 1 I SEAL: NOTES: 11_41, 1,_bl, 1'-4» I I 12" P. Co c. Found. Wall w/ (2) 45 Bars (Top I I : 1 Bottom) t #b Bars 28 oc I- DOUBLE: ALL FLOOR JOISTS AND FRAMING UNDER I I Vert. on 30 A Cont. P. Conc. � �n " q F, I 1 1 1 Spread Footi g w/ (3) 45 Bars PARALLEL PARTITIONS AND AROUND ALL OPENINGS. (East Gara a Wall Onl ) J ( I I I yl.`��. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. I I �7 I BASEMENT �7 O I 1 r (STORAGE 3) 3- ALL WALLS SEPARATING GARAGE FROM HOUSE , a 1 TO BE I-HOUR FIRE RATED (5/8 TYPE X GYP. BD.) _ �r cv 1 1 4 P. Conc. Slab I I 4- ALL STEEL GIRDERS BEARING ON P.CONC. p 1 N( w/ Synthetic;Fiber I 1 1 FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. A6 1 I i Reinforcing i I 1 D (UNLESS OTHERWISE NOTED) 1 1 1 I A6 1 1 3" Lok-Floor 20 Ga J G40 Galy. Finish/ 1" to 5 112' P. Conc. Slab, 4000 (psi 1 5- ALL COLUMNS TO HAVE CAO"A/2" B.PL. NORTH " „ 1, I (UNLESS OTHERWISE NOTED) FOUNDATION FLAN I I w/ it4 Rebars, 12" oc(Each Way, Steel: Deck be 3�Span Continuous (Above) 1 1REV.: I 0 1 '1 -4 l -6 'i -4 1 I - 1 4- BASEMENT SLAB TO HAVE SYNTHETIC FIBER REINFORCING. ' 1 Conc Pier w/ 1 DATE: JUNE 28. 2024 PROVIDE CONTROL JOINTS IL' OC (MAX.) I/ �� = I�—O`� 1 I I 14" Dee P, Conc. 1 I 1 I i F g. w/ '(4) #5 Bars 1 1 SCALE : 1/4" - 1 oth Wa s, Girder on 1 I JOB NO: w�202301 �- STEEL SHALL BE ASTM A-36 (EXCEPT . F)I PIPE COL WHICH SHALL CONFORM TO 1 I I A"x $ Ib" Steel 1 I ASTM A53 ROUND PIPE). STEEL WORK SHALL I 1 i caring i I. (Tgp. Qty. 2) I I CONFORM TO THE LATEST RISC SPEC. 1 1 1 1 DRAWING NO. 1 r- I 1 L—————————_-_I L________ L---------J 1 L ----------------------------------------------- -- A2 241-0" OF AIO C Al I'-O" 30'-0" 1'-O" 21_411 POOL (Future) B C WINDOW SCHEDULE Al �PATIO Al Stone Counter Unit Model � R.O. Area FREDERICK Bluestone Pavers t Countertop Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER (Gable Above) (Gable Above) Grill Oi Oi " 12 -0„ 13 -81/ 35 -4" Gas r © ADH2640 2'-4"x 4'-O" No 8 -4 0 Connect on i IT-II" 13'-2" ADH2438 2'-4"x 3'-8" ARCHITECT" O O ADH2638 2'-4"x 3'-8" No 11-101, 3 2 3„ a '9 O ADH2650 2'-Vx 5'-0" No ------- Dn Dn O ADH2O40 2'-O"x 4'-O" No C E II _ I cv A P P ^ iy OG ADH2634 2'-L"x 3'-4" No Qa A3 I a- AI 13'-2" 34,-4„ O APW2634 2'-L'x 3'-4" No O ATF-3218 3'-2"x I'-8" No Stone Faced EPOCH = r Fireplace I Bluest a Pavers O AOVLD2030 T-0'x 3'-O" No w t Chimney " II of O 42 II Blues one = firebox�I Hearth ;° Dn A O ACW2638 2'-6"x 3'-8" Yes Wood Burning o 4 g ' O ADH2O34 2'-O"x 3'-4" No I Fireplace (Pepe w for Future Gas) P \ L'-0" 1"I i GREAT ROOM OINING ROOM N AAN2020 2'-0"x T-O" No I = Model Numbers Refer to "Andersen" A-Series, Tn OM ® Dn I I cn "Storm Watch", Impact Resistant Glass, PG -10/10, I I -C;, Egress Window Low w/Argon Glass, Simulated Divided Light Areaway w/ w Bluestone Wall Cap i : N t Hinged Grate O - P a Dbl. I I M ;r 30 Hahging i I I Stone Hearth BAR I I Wood Mantle Stone Surround _ - I TV (Above) _ ao - I I `-- Wood Beam Enclosure: ---- - ---- -- ------------- _ ---- O D,1• Propane - --------------- o Dn 13R Hanging Fire lace = ' Dresse / - I I o aM --- -- ---------------- -- ------- " 15,_O„ 4" Vanit 6'-I( " 4 -2{_8„ "r---- 5,=4,r-- „ $, „ 3'-8" 10,_4" ,�-„ „ .r : ..: a ------------------------------ I 3 2 �O Guard Island : p Rail , MASTER BEDROOM ____ 21_10" ' -- - Cooktop I E(Eole�ct)o� A = r `r (Her) Dal.in U.G. i I r- (Elec.) 4__��CD ' 9 9 I I 16 5 4 13, �i .......................... ........... , ,BeYera A Al ' �RefLri� I j Dn O v ---Sng--- --- i I I 32„4„ 2_4, „� 3,_4„ " 0 22'-2" Al Rail Hanging= L I _-_ _ DOOR SCHEDULE � <r I I 2 3 9 STAIR -� KITCHEN o �.N cv E to HALL 12 30„ " 2,_8„ 14„ Il,_4„ 4„ 2,_8„ FIT�o„ \_ Unit Model Width t Height o 32" W.0 32" Pocket 1O I = I i Front Door w/ Sidelltes, 3'-O'x T-O" Door w/ Door Wood Paneling q ------ ----, i i . ------, ; O "Simpson", Model 1508 (2) I'-2'x T-0" Welites _ in Foyer Area _ , I DW I I Sink I I ZStA_I I tr v 24 24 = $ `r <_'" ' I Mudroom Door 2,_ . " "Simpson", Model '1508 B x 1-0 (Door) DRAWING TITLE: 30" 28" , _ FOYER I'-I�" := 32" ; " " o 12'xl2' D li LINEN -i ' 6 �= Bench/Hooks ]1tone Ci tert p w/ , 3 Andersen FWHID3113, Stationary 3-I x 1-3 (R.O.) cam, _ - o binet A ove ___ French Door, Im act, PG Upgrade (1' Door- Custom) M Ni he Ha rging o Open to Hand s I 20 - ----- p pg IST FLOOR ih `~ L„ - '� '- $ nch� I N Above Rail i� ��ai` D Wood C nte�top =i "Andersen" FWHID6013APLR, Inswing L'-O"x T-3" (R.O.) 9 0 i and n w _ w/ Open Shdlves c� ® French Door, Impact, PG Upgrade 11' Door- Custom) cl= W.LC. D h Newef 3 CQA S (2 I ' fhe v s Above t Below p P9 (His)...... }fa iging.. - - - Line of Wall Above Post 'Andersen" FW ID601 I "x 1' " (R Vanity nity.,iu/ :1�..1..... a....... ------ -------------- -- -----� - 3.2.r.. 32° I O n e Inswing ) . ....... .. . .. .. .. .. .. .. .............. rsen 3PALR sw 6 3 0. Gu Stone I ii"e To .............. `�...I I'OWnER. .�...... ..................................... ; M R PANTRY I French Door, Impact, PG Upgrade (1 Door- Custom) ,ail " S �1. "' N Up I6R. I I o _ 66 - " "Andersen" FWHID601353, Fixed L'-0"x 1'-3" (R.O.) Ha in �....... �.-10... 28 i 6" II'-8„ 4" 32,eo - ' 6 French Door, Impact, PG Upgrade (1' Door- Custom) 5'- " „ �r Ned. Med. i - nk ,MAIC: "Therma-Tru", Classic Craft Cab. Dresser = , = I pDn2R , o%Upper t I t "jem si , O 2'-B'x L'-8' (Door) Cab, i O n L bin I ,Model CCA220, Top Glass (Garage)Tub I I = I I B I I Hanging Rod ® Therma-Tru , Classic Craft 3'-0'x L'-8' (Door) Model CCA220, Top Glass (Basemen NEW RESIDENCE COVERED I I O II Above Sink © © Therma-Tru SmoothStar , PETER/DONNA cv I I 2 -4 1 0 2 4 3 8 = O 'Model S2102, 2/3 Glass, (Basement) 2'-4" 2'-8" I'-II" 2'-0" I I '-4" 5'-10" 5' 18"I 2'-6" I' ll' 2'_8" i4 - " " „ '— " 3-o x L-8 (Door) RUTTURA F F F� ___ ________________ 12" Bluestone I I pn -Ln Model Numbers Refer to "Andersen" A-Series. 400 SOUND DRIVE " , „ " „ Coping (T ) I BREEZEWAY I Clad, w/ Low E4 Tempered Glass w/ Argon 3 2- "2 -0 9 Lxd Pressure Treated Dn 3R p 9 yp I Bluestone Pavers I 2R _ Impact Glass Performance Upgrade, P g GREENPORT. NEW YORK „ , „ „ Post, Encase in IxIO " " „ t " I pG 65/�O 3 -10 8 -0 13 -10 Versatex, StrapToIll-goo5 0 I 6 0 I II'-8" Guard Rail 5' 0" Verify Operation SU WOTOWN OK COUNTY, D to Header, Post Base I I w/ Anchor Bolts (Typ.) I I NY °0 SCTM# 1000-33-4-04 I I Hand ail 8'-O" " " I -� - " ARCHITECT: I-4 6 5 -0 L II - L.- 8 = Dn O WALK 2R I I 13R i Bluestone Pavers 3' Ot /(\�) 8. I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 o D 2R I I I I I 52 NOYAC PATH ri WATER MILL. NY 11914 SQUARE FOOTAGE: t l l t 1 1 III I II TEL L31 154-5555 III I I I fweberarchitecteyahoo.com p III I I I P. Conc. Apron, III I I I IST FLOOR: 1918 SF Face w/Belgian III I I I SEAL: - -. FRAMING /� Block Pavers III ( I I r J RAMINCE NOTES: 2ND FLOOR: 1363 SF � - ..-- .. g o Pitch to Oyhd! �oors TOTAL LIVING: 3341 SF I ' I I I ' ; I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i ;�;.l�.��x �• `• A ( oo 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 MIN. THICKNESS OR AS NOTED. IST +14' HEIGHT: 115 SF X III I I I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TOTAL GFA: 3454 SF " ,.. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. „ „ 4. ALL HEADER: L -O AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9 -0 AND OVER WITH TRIPLE UPRIGHTS. COVERED ENTRY: 46 SF III Attic ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. BREEZEWAY: 60 SF III Access -- _ SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. -- S. REAR PORCH: 191 SF I ----- I -{ PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I I I I I I o o ..__...._- GARAGE: 516 SF I I I I GARA E t l I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I I I I t I M �+- _____________.+� �_ I____� I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D --- 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A6 Conc. Slab D III on Metal Deck I I A6 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL o III I I I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. NORTH rra III 15/8" Type "X" I I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LID 6 12" O.C. INTERMEDIATE. 1ST FLOOR III I and on Walls I I REV.: III I and Ceding I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: JUNE 2�. 2024 OR APPROVED EQUAL. o ill I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL ,JOISTS, I/�{'� = I -O III I I I SCALE : 1/4" - 11-00 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS x III I I I 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 a- III I I I JOB NO: w202301 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I I I of" III 23,T0„ 13. ALL MULTIPLE: LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ,s 24" O.C. I I I I 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. III I I I DRAWING NO. -------------+�' I I I 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. I I t I I II I II � O 8,_9" 2'-O" KAI"J'[2"�"'-O 8'-9" 21_9" 24'-0" OF AIO C Al B WINDOW SCE--IDUL Unit Model # Area FREDERICK R.O. Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2640 T-L"x 4'-O" No © ADH2438 2'-�"x 3'-8" No ARCHITECT 2'-8" 3'-9I/2" 3'-2' 3" 3'-2" 3'-9I/2" V-9 1/2" 3'-2" 3" V-2" 3'-9 1/2" OD ADH2638 2'-6"x 3'-8" No O (Ab e) O O (A e) O ® ® AO ® ADH2650 2'-6"x 5'-O" No r+ k22 -- - -------------- Q ADH2O40 2'-O"x �{'-O" No A� `° I2 -2 1 I 3,-8T-L" 2'- "iPitch( Flat C din I Pitc = ROOF I I 1 O ADH2L34 2'-6"x 3'-4" No o---� EPrtch I Flat C din I Prtc E ROOO �,rn. I I rn I `�' o O I in HO APW2634 2'-6"x 3'-4" No 72vin Wall Tile ® 1 me ess I ! Shower/WC O ATF3218 3'-2"x 1'-8" No ower clos e I I I I / Bench r Cle s_ KO AOVLD2030 2'-0"x 3'-0" No w _ � i -' BEDROOM I Med. Wal Til s Niche `� BEDROOM 2 i / " O ACW2L38 2'-6"x 3'-8" Yes (v) �` -- Cab. L - 3 - _"_- Pt ADH2O34 2'-0"x 3'-4" No Shel es Single / _ 1 Hangrrhg i i �/ 1 �, O AAN2020 2'-O"x T-O" No " ,— „ _ ,— , " , " I u Cabinet Q n 13 -2 4 8 8 iv 4 OI �{ I 13 -2 = L Med. 28 = Cab. �O Model Numbers Refer to "Andersen" A-Series, W.LC. I I I i '^ 1 = I 128% � cv "Storm Watch", Impact Resistant Glass. PG �O/1O, v� = I Pull-Dolan Altic / I ..Q . / I - Low-E4 w/Argon Glass, Simulated Divided Light r, Wall I lie >s / 1 ..................... .... , ..... Stackable _ ------- Shower/WC ;, �/ 3O„ - I Stairs (2 "x4") ---------- ----� _ --- Ridge _41- ---- cn - W/D 3O„ /_ Rid e_ 4" .' 04 el O8, Clg. — Double ngrng 8_C1g - - _- -� -- - 00 Dbl! W.I. o "xl2" Tub— _ ►n r+ 3,_2„ L„ 5,_3„ � �- �,_�„ „ I,_4" ,4„ 32„ j /� ` `�' 4' NicRe;O so-Oil 3, cn I - 2'x12' - i I I m ; .... .....- y Nrche b- I I UPPER HALL] r-- -' 20' - - - -- / ` Dbl. Sgl. i i -Wall O Med. - --I---- - I Cab. - �gl. bl. I I " f O I = -� t;L- E3at or i = i -s- _1 G1g Sgl. q cv W1 . " - = ao O LINEN -28 I CL. iv 8\CIg. -3 �Wood Pane in - „ = 1 \ � i I �to 3'-4" gt. � Flu Enclosure I I i 28' " On - 3'-8" gel I0\. _ \ � /A% _ 1 i i \ 1 I - A'1 DOOR SCHEDULE 1 ROOF I � 1 --Rail-- --- j � � Med. I - - --- -- I I Cab. O I I I 1 op Header i Unit Model # `y Bun O Buihk I Width I Height I O I Lie of Cig. Break v I i BE ROOM 3 ` I ------ -------- --- -- ; I BEDRO jM 4 I i q I ROOF O Front Door w/ Sidelites, 3'-O'x T-0" Door w/ 1 (2) I'-2'x T-0' Sudelites Simpson . Model �508 m p " rn 13 .2 I of I 2 Mudroom Door " i v I 13 2 1 Il -8 1 �� " - o I O "Sim son Model 1508 2-8 x 1-0 (Door) DRAWING TITLE: UI UI oo Open to p o 1 Below I "Andersen" FWHID3I13, Stationar 3'-I'x T-3' (R.O.) �� i° ® I I _� I a ! I 1 O French Door, Impact, PG Upgr de (T Door- Custom) 2ND FLOOR "Andersen" FWHID6013APLR, Inswing 4'-0"x T-3' (R.O.) I I I French Door, Impact, PG Upgrade (T Door- Custom) ci 1 I � � I 0 5 'Andersen" FWHID6013PALR, Inswing I'-0"x T-3" (R.O.) French Door, Impact, PG Upgrade (T Door- Custom) Andersen FWHIDLO1355, Fixed 6 0 x 1-3 (R.O.) H o I t 3'-9 I/2' 0 3'-2" " 3'-2" 3'-9 I/2" I'-IO" 2'-6' 2'-6" 2'-6" I'-lO" 13'-9 I/2" 3'-2" 3" 3'-2"0 3'-9 I/2" q'-0" O I French Door, Impact, PG Upgrade (T Door- Custom) 99 I 'q- J (Above) D I of i I JD (Above) O I "Therma-Tru", Classic Craft 1 _ _ I I - I 1 Model CCA220, Top Glass (Garage) 2-8 x 6,-8 (Door) r-- ------------- "Therma-Tru", Classic Craft JOB. I I ® Model CCA220, Top Glass (Basemen )3-0 x 6-8 (Door) NEW RESIDENCE i9 I ROOF I 1 ------- ® "Therma-Tru", SmoothStar 3'-O' C-8' (Door) PETER/DONNA --- -- - I I ROOF Model 52102, 2/3 Glass, (Basement) x RUTTURA I ------------------------ Model Numbers Refer to "Andersen" A-Series, 900 SOUND DRIVE Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT, NEW YORK 13'-2" IN 13,_2" „ Impact Glass, Performance Upgrade, PG (.5/10 TOWN OF SOUTHOLD Verify Operation SUFFOLK COUNTY, NY SCTM# 1000-33-4-04 (Gable End) (Gable En ) ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL. NY 119% TEL L31 154-5555 fweberarchitectmyahoo.com FRAMING NOTES: SEAL: SQUARE FOOTAGE: v ..,. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 05: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 2ND FLOOR: 1363 SF ,cK n r . 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD fj %.,, TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. 5. 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. r!ffy, PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. �i- `= 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. AL D ROOF AL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. NORTH 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 2ND FLOOR PLAN REV.: 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: JUNE 28. 2024 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, SCALE ; I/4" - 1'-O" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS 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. JOB NO: w202SO'1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIR,ESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A4 OF AIO C Al ♦-------------------------------------------------------------------------------------------------- / ♦,' 3" Bluestorle� 35' HEIGHT Chimney Cap \ �O III1IIIIII1♦,/'C♦ ♦ �/',♦ ♦/♦/ / '—/I'I ♦IIIIIII�II I II� ♦ ♦I \'\i\'\\�\� ,O\' \,\i\,\---I -,--'--IIIIIIIII II -IIIIIIIII I V-�-'L-�O�J-W--_-J�� \I_\- ---`\--x I•-------\i\,-\,\----i- �\ \Ix\8\"Ve_rs a`t\e x-" Rake Bd. w/ -------------- - -------------------------------- ------------- Ram's Crown t..iIIIII IIII II lII lIIII I lI 3 `\ `--`—r `\ ` \\ \ \ ` fi II1III1I I rII I I I OO FREDEW' R l IC K Ix6 Freeze Bd. ROBERT WEBER L.C. Copp Cricket ARCHITECT Masonry Chimney --------------- w/ Stone Facing GT 1 1 En LU SKY PLANE ------ --- �- -----------=-------- -- ---------------------------- — ------- -------- \ Ix8 "Versatex" Fascia Bd. w/ Half Round 5KY2\Alum. Gutter PLANE Red Cedar Sidewall Shingles. L" Exposure (Typ.) Weaved Corners GEL +54'RADE ---------- Shingle Flare------------------- ---------------------- — ----------- ---- ————————— EL r L_iceL--J PROPERTY LINE 18'-10 1/2" 6 -0" -- ------- - - ------------------------ {' IIIIIj1Ij - 4\5° /s_'' __ �' ��♦'/ /♦'' _ ,,' �/' / ♦''/♦�♦/'/ '' I -,-,1--- -��'®i, ®\\ =`\ i 1e\ \ i I - --------------=:----------------------------------I --�-/--,--1-------�--.—--i--�--e\�O-\ze--\y-----••-• •----•-•— 35' HEIGHT \g-•\'- • •_ L � oII NORTH ELEVATION I \� \\I � \\\I \_ \ \ SUDFRFOAL WKI NCGO UTITLE: 1/411 I'-o" Framed Flue Enclosure \ ELEVATIONS w/ ThnStoneVeneer, Cara t Rain p for Flue JOB: Xam NEW RESIDENCE 1 in PETER/DONNA RUTTURA 900 SOUND DRIVE r ------- GREENPORT. NEW YOR K TOWN OF SOUTHOLD w SCTM# 1000-33-4-04 -- ----------------- r ARCHITECT: PIK ' u H N H< e r Fascia Bd. w/ FREDERICK R. WEBER Half Round 41 EAST MAPLE ROAD Alum. Gutter GREENLAWN" NY 11140 Lr- 52 NOYAC PATH Oil WATER MILL. NY 11914 - ------- Roc I i i�IIIIII ISO - --------- IiiIIIIiII III I T..,E�,L' � 6,3...1�.—.i,.-1 ,.l.-5:.;- ,4,a.-5.,r5'.5. 5 KY tweberarchitectayahoo.com\ PLANE SKY SEAL PLANE ® LL ffront Porch M.Bath 0 Shingle Flare Stucco __ GRADE GRADE EL +5L I Stone Veneer on Porch EL '' Found. Above Grade REV.: PROPERTY LINE rL_� r-'-1, DATE: JUNE 28, 202 }4 rL-_J SCALE 1'-0 i/ " JOB NO: w202301 EL +47' 9 I/2" I8'-10 1/2„ 1 I --- --- ---------------+---- _ - —————————— I I DRAWING NO. L��H I --------J-1---------------------I -J-1 r ------ ----------J -i - SOUTH ELEVATION- OF AIO 3" Bluestone Chimney Cap FREDERICK - - -- -- ---- - - ------- - - - -- =--- ---------------------------- ROBERT WEBER ARCHITECT - -- ------ - - - - --------- I -- - Ix8 "Versatex" ® --•••• : Fascia Bd. w/ FP7:� Half Round - Alum. Gutter Ill I I I ll FP I e Ral I I I 1 11 M ; O IWI B --—————— ————----------j -- -- -------——————————— Oax o r r s I 12 - - ------- - - -- -------- F--�—I — IIII as . . .. . . . .. . . . . .. . . . I I I rII II IIIFil� I I 1�1 I I 5 111 11 1 1 1 r t 01 11 1 11 1 Sldewall Shingles. f� will ii II lill1 I 6" Exposure (Typ.) V 1 I I I I I O O 1 1 "Weaved" Corners 1 I I 3� 1 1 , I. III I I II w 114' I I II _ 11 JI __-_-__I_-_ Step Down I I Shingle Flare ------- 1------ - _ - - - - - I __==== r-------- - I I I I I I ii R--------, ! I I I I I I I I Areaway I I I� III I I I II + I l< I I I 1 I I I I I �. J�`- f I I __==_ may i i ii i'�� i --- I iii---7--� i i I I 1 I I l0 -0 I 24'70" I I J l I LL-----I I I I I r -1 I I I------—Irr --Irr L-J------L '------------------- #"/__=====Lrt- ----- 1 -C L --J I L--- - -------------- -� J 1—_—___—_———1———————L J_ L I __________________ ______ ————__________ __ ___ L- I I I i I L_ L---------------J L---J Drop Footing DRAWING TITLE: WEST ELEVATION L-----' ELEVATIONS - -- ------ -- ----------------- ------- ---- ----------------------- - JOB: NEW RESIDENCE PETER/DONNA RUTTURA 900 SOUND DRIVE GREENPORT, NEW YORK �� - - ---- ---------- -- -------- - ----T Ix8 '-Versatex" TOWN OF SOUTHOLD �`Ilj I I IS' High Ridge • • • •• • • Fascia Bd. w/ SUFFOLK COUNTY, NY -------- ------- - -------------------------- Half Round SCTM# 1000-33-4-04 Asphalt Roof Shingles, �� Alum. Gutter ARCHITECT: II 1V8" LVL Ridge (High Wind Nailing) 11 Fill Shingle Underlayment. ---------- ----------- - -------- -- -- -- -------- 12 L_�Jd M 12 Fully Adhered O'er Manufacturer) �� 4 FREDERICK R. WEBER i 5/8" Plywood \�� _ O 41 EAST MAPLE ROAD 12 GREENLAWN, NY 11140 2x10 R.R. �� 52 NOYAC PATH 2x4 Studs. 16 oc "Hurricane" Strap �� 4 WATER MILL. NY 119%L - - �y 32" oc, w/ on All Rafters - -- -- --------wd. - I \I/2" Plywd, Full Width 2" "Strongback" P y Sheathing in - - ---------------1- --- to Lap Wall f� 45° ` - � - .�.- _.�- � ________ - � TEL 431 'iS4-5SSS 6' 2x10 C.J.,:16" oc I `� �� ---------------- -rr-------- ----- p fweberarchitectsyahoo.com ------------ ---� - _ m, Ix8 Fascia Bd. j Ix6 T(G Soffit I SEAL: II 1 11 1 1 1 •I I I 'sr• -� W '� WALL (Typ.) I I I ® I IlL t z Shingles I i 2A Mahogany Top I I a[Food Blueskin" House Wrap t Bottom Rail w/ ' (Unheated) ill FFT 5/8" F-Igul Sheathing PVC Balusters, I 1 ,q _ t I 6 F.G. Batts 10 Vert.l 4 I/2" cc I I O ® 3' ":Lok-Floor" 20 Ga. G40 5/8" Gil Height i I I _ Coll II Galt'. Steel Deck, Continuous Over 3-Spans/ l" to 5 I/2' (2) 2x6 Pressure ' Treated Sill w/ I I I Thick Conc. Slab, 4000 psi w/ 5/8" Dia. x 16" I I I n Top of Slab 44 Rebars, 12' cc Each Way Anchor Bolts I El +56'-0" (Pitch to Overhead Doors) *Mll * cv 32" oc GRILL I Grade I _ _ _ _ _ - - - - I : Found. Ledge 1 _ 12" P. Conc. Found. Wall I I --------I II II I II I I I IIIll —II I —'I�--L--i-'I- 4 —WF Girder w/ (2) s5 Bars (Top ------ for Slab (Typ•) ---- I I1I II—III I_—.I--_---_--L--_---_-�_--�uIII�III IIIII II IIII III II REV.:Bottom) ( #4 Bars 32" oc ro erty --_---- Line -------JVert. on 30"AT Cont. II I I ICI E nr sa L-----__ I I WdowP. Conc. Footing W DATE: JUNE 28 2024 CIII " �' ' I2' - _4 1 r------- :III r-------J � IIIII � I I i t I IIIII I\Q\ I' i 1 SCALE BASEMENT ------_ r ao I ao v' rk I ao iiI II II III IIII I -------7II I1I --______-_-_- III III1I 38'-0" iJ1 tI1II III ___— - IIII III JOB NO: w2O23O1 F------- 4" P. Conc. Slab op of Footin j------- 44" M X. _ SIII III .w/ Synthetic Fiber El +4�'-5 1/2" 24, D 4101-0, Reinforcing DRAWING NO. L---------------------T- I I I --------------------J 1 -------j F-_--L--�----- I -�----------------- -J- I--------�-1 ---� I - -I-I I- I J I r --------------------T-------------------- i- - � C I1------------ C- ------ I---------- I ��—T—_____ T I�———T ^—————————————————— J ____——J J_ I_ _———_ r__——____— _-•-'- L__J L__J L___J L _J L _J I I L__J L__J I J I I I I I Drop Footing L----.J L----J I I I L_..:..--J L-- S E C T 10 l�l D l� L__J L__J 1/4" = 1'-0 " OF A1O � ' U " LVL 3 5/8" 2 1/8" FREDERICK F I N I S H S C H E D U L E ROBERT WEBER SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS 0 -9 — w 43 w W w w ARCHITECT q -� x u) 07 u7 C) Z W Z m > ;? `„ C ro u7 W Y CA m m O O a m v ~ > ¢ _ c W v I w QC ❑ O cr) W O O Z W w' Q - U m f- ¢ ¢ V W w m CL F- w ❑ F- (L O O U W Q. C) �r v- o Q z „ a ac oc ao N ?- U [L 9 � W [A Z \ ;r w z o w e- m U U w u \ a[ �[ W O w z > w d w — — Z LL z w �_ ^—� w LU w Z Z (L F- z Z 'n O O 1- U (L v- I- U x U Imo-- �n `r •r z O � > = o uZi OU0 x > Z: cal FOYER (Coats) Q I ® Q Q Q Varies Paneling (Full Hgt.) GREAT ROOM ® 1 Q ® ® ® 91-0" DINING ROOM ® ® ® Q Q 9'-0" KITCHEN ® ® ® 61 ® ® ® 9'-0° OPANTRY ® ® ® ® Q ® 9'-0" _t LAUNDRY ® Q Q Q ® Q 91_0" W 1L MUDROOM (Coats) ® Q Q Q Q Q Q 1 9'-0" Vert. Bd. to 6V Hgt. �../ ~ BAR AREA Q ® ® 9'-0" Paneling (Full Hgt.) POWDER ROOM Q Q ® ® ® ® 9'-0" Horiz. Bds, to 42" Hgt. W MASTER BEDROOM HALL. Q 1 1 Q ® Q Q Q 9'-0" Paneling to 42" Hgt. MASTER BEDROOM Q 1 Q Q © ® 9'-0" MASTER BATH ® ® ® ® ® ® ® ® 9'-0" Wall Tile to 42" Hgt. V 1 MASTER WIC (His) Q ® 8 ® Q 9'-0" W MASTER WIC (Her) ® Q Q Q 9'-0" 5 1/4" COVE 1/14" COVE N FRONT PORCH Q ® 149 ® 1 61 w FULL SIZE FULL SIZE REAR PORCH 01 ® ® ® Q BREEZEWAY Q Q Q Q GARAGE ® ® 49 ® Q 1 5/8" Type "X" GWB MAIN STAIR ® ® ® ® Q ® ® Varies Panels to 42" Hgt.— 2nd FI. BASEMENT STAIR ® ® Q Q Varies UPPER HALL Q Q Q ® Q Q ® 8'-0" Paneling to 42" Hgt. BEDROOM I ® ® Q Q Q Tray BR I- W.I.C. Q ® ® ® ® Q BATH 1 ® ® ® Q Q ® ® ® 8'-0" Wall Tile to 42" Hgt. BEDROOM 2 ® ® 00 Q Tray CAP 1L BR 2- W.I.C. Q © ® Q 8'_0" MOULDING Q BATH 2 Q ® ® Q Q 00 ® 8'-0" Wall Tile to 42" Hgt. tY BEDROOM 3 (CL) ® Q ® Q Q Tray DRAWING TITLE: BATH 3 Q Q Q Q 40 Q Q Q 8'-0" Wall Tile to 42" Hgt. COVE BEDROOM 4 (CL) Q Q ® ® Q Tray FINISH BATH 4 Q Q Q Q Q 00 ® 8'-0" Wall Tile to 42" Hgt. SCHEDULE CAP CAP CAP LINEN t W/O 40 ® Q Q Q 8'-0" MOULDING MOULDING MOULDING 3/4 L TRIM RECREATION @ ® ® ® Q 9'-0" WINE CELLAR ® Q 0 ® ® Q 9'-0" z STORAGE I ® Q ® ® 9'-0" IFUAALL OF LUBSMT HALL ® Q Q ® q1_O" COVE COVE COVE lU OFFICE Q ® Q ® q1_0" iv JOB: NEW RESIDENCE < BSMT BATH f3 Q Q e ® q'-0° PETER/DONNA M BSMT BR ® 8 Q q'-0" RUTTURA Ix6 HORIZ, V RO 400 SOUND DRIVE WAINSCOTING VERTICAL GREENPORT. NEW YORK STORAGE 2 ® ® ® ® q —0 2 I/2" GWB GWB W/I NICKEL PLAP 5WB VERTICAL • MECHANICAL ROOM Hk,. ® Q ® 00 q'-0" STILES t JOINT BD. (OPTION OLD GARAGE STORAGE 3 Q Q ® ® RAILS W/ BEAD) SU FOTOWN LK COUNTY, NY 3/4" ► "" SCTM# 1000-33-4-04 BACK GYP. BD. ARCHITECT: BAND FREDERICK R. WEBER 41 EAST MAPLE ROAD �- GREENLAWN. NY 11140 1/4" 52 NOYAC PATH v- VENEER WATER MILL. NY 11914 m PLYWOOD 0) ALL ELECTRICAL RECEPTACLES 3/4NOTE: " TEL L31154-5555 BACK I/8" I/ " TO BE INST LLED fweberarchitectsyahoo.com HORIZONTALLY IN BASE BAND 3/4x5/8 MOULDING (UNLESS OTHERWISE iv 3 I/2" I/4 NOSE: t NOTED) WINDOW COVE , WINDOW _ PANEL 3/4 UJINDOUJ/DOOR MOLDING I 1 HEADC� Y 4" SQUARE EDGE- Halft ; Full Size Half Full Size '� RE EPTBASE UNDER I/4 / / i I C CLE �OVER SHOWER CURB, 2 3/4" x 4 2" W. CABINETS, ETC. Ix8 Ix8 5/4x8 5/4x8 (TYPICA ) BASE BASE BASE BASE -- tr M M N REV.: `r SHOE OU D DATE: JUNE 28. 2024 Note: Where Window Sills M SCALE : AS NOTED Occur Directly _ c4 Above Countertops, I/2" I/8" 1/8" 1/ SHOE SHOE SHOE SHOE SHOE MOUL JOB NO: w20230-1 Eliminate Casingand m Extend cksp ash to 1/41/4" WIDTH AS REQUIRED DRAWING NO. WINDOW SILL— Underside of Sill - ELEVATION U1INDOW 3/4 — CASING 8" BASE (Typical) 4" BASE (Tcgplcal) 311 = It-Oft SILL MULTIPLE UNITS FULL • Half Full Size Half Full Size 3/4 SIZE FULL SIZE HORIZ. VERTICAL e- A8 PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF AIO 11 I1 II II II II II it II II I i t I I j I I I I FREDERICK I I I I l i i i ROBERT I I I I i t I I I I WEBER I I i t I I I I I I I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I ARCHITECT II II II I I I `; II II II II I I I I "' II I I I I I I I I I I - - - - - - - - - - - - - - _ TV Wood Mantle --J r-� i / �_ Stone 5urrkund ° To3 mt. To M4droom I I I Toowd r 5==� To MBRrim, 321t co Fire Box - - - - Masonr �leart - - - - - FOYER EAST WEST WEST GREAT ROOM SOUTH 10'-811 6'-10" 10'-8" 8'-011 5'-011 I-1 Crown Crown Shelf Shelf Shelf Shelf Shelf Bullnose Cap w Cove 5/4x 10 Shelf 5/4x 10 Shelf Bullnose Ca /Co e Shelf Shelf N Shelf `� Shelf Shelf N Su ort Bracket Ix6 w/ (6) Ho ks '" ` Double Single _ Single � `� ' Double Single Single ` Clothes C�Othe9 _ o Clothes \ o ``� Clothes Clothes O Clothes O o �� Pole i Pole `r Pole Pole Pole ' Pole -m Minor \ 6 C' Opening to Ix8 T� Door to \ Wood Top � op Kitchen Ye t. ds N Laundry / DRAWING TITLE: i Wood Top Wood To /' o CD 2'-0" `" INTERIOR To BR i9 Dresser / ELEVATIONS Dresse Vanity o � � O ' en h / N FFhoes asehoes / Base EAST SOUTH M$R-IST: W.I.C.- HER WEST EAST i"I$R-IST: W.I.C.- HIM SOUTH NORTH I V3' 2" I'-b' I'-5'I I I'-5` 2°MUDROOM EAST 3/8" = 1'-0" 5'-L" 4'-10" 8_O" if 'If JOB: NEW RESIDENCE 4 /2" 5'-6" I'-2" q'-O" PETER/DONNA 1,_4,1 5,_-11, I,_I., �-- m Crown m RUTTURA 900 SOUND DRIVE GREENPORT. NEW YORK c - TOWN OF SOUTHOLD SUFFOLK COUNTY. NY tr --- UPpe abine AdJ• '� J / \\ / \\ She S Ives Upper abinet SCTM 1000-33-4-04 Adjustable helves Shelve s = \\\ '�/ \ \ ARCHITECT: Glass\ /'Glass 4" Stone o 2'-e" 3'-q" 2'-0" FREDERICK R. WEBER Back Splash o 4" Stone �., Stone To T Back Splash GREENLAWN�NY IRI O Stone To `V Wood Countertop for Appliances/Storage Wood ountert 52 NOYAC PATH WATER MILL. NY 119'1G SS Sink; 00 0 0 0 00 1"� Adjustable Shelves Ad ustab Shelves `---- ------- _ o J J Washer Dryer M Washer/ To Pantry I� I e Bev. Ref. 0 e 0� TEberarchitle t�4-55 5 Dryer Lowe abmet SEAL: 6'-0" 2'-0° 2'-0° 3'-l0" NORTH EAST SOUTH WEST lo'-e" NORTH LAUNDRY BAR AREA EAST P A N T R Y SOUTH 3/8" = r-o" 3/8" = 1'-0" ,r '" " 4'-I I/2" 3'-0" 41-I 1/2 --I I II I i / ♦♦ ''��♦♦`♦ i /'I ♦♦ ♦ ' i I ♦♦ ♦ / \ ' \ / \ / \ —� — Trays lY i I II 1 ♦ \ Glass lass � � DATE: JUNE 28, 2024 Wall Ovens i 1 0 1 WO WEST SOUTH .� SCALE : 3i8• = r-o• \ ' JOB NO: w202301 Cook To - Cook To Stone Top / ebin 42"R reezer DRAWING NO. ' _ EEIp Pantr IDoo �I• O , / , \ ' u Opernng t Mudroom I / `\ . , \\ / ull-Out 27-1- r77:_____ ____ ___= it =___ ____ ____ __\ /' ❑ rash DID / DW `♦ � I i1 \ / � \ ,' � \\ / / ■ \ / �-_ __� Drawer �� 2-6" 3'-4" 3'-4" LL A9 10'=0" L 3'-0" 11 1'-0" 11[ — 9'-L" � 2'-0" 1 L6" 2'-8" f II'-9" 4" 2'-0" - �. 10'-8" 11 1" NORTH ISLAND EAST KITCHEN SOUTH SOUTH WEST OF AIO 3/8" = I,_0" 3/8" = 1t_0" 22'-2" , SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD 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 Blockingto 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 9 ALLT31 METAL STRAP Header to Header(Face-nailed) 2- i 6d 16d 16" o.c. a o.c. ALL JACK POSTS a edges RAFTER TO STUD. - NAILS 8 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2- 16d per 2x8 stud r, WALL PLATES P w APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban djoist,Endfoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot r , EXTEND TO TOP OF TOP 4 - 8d NAILS FLOOR FRAMING `•/ PLATE. MST31 METAL STRAP LFLOOR TYPICAL a Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist W JACK POST MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - Sd NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end Q EACH END - TYP. - SIMPSON MST27 Blocking to Sill or Top Plate ( Toe-nailed) 3- 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 532" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed JOIST _ = Band Joist to Sill or TopPlate Toe-nailed 3- 16d 1 per joist P ( ) 2 - 16d per foot w DOUBLE TOP----' PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 ®16" 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 6 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," x,0" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA 18-Z W/ _ - = WALL SHEATHING (6) Sd NAILS TOP i _ _ _ = N BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) w SIMPSON LTP4-Z W/ = = SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP d = - (6) 8d NAILS TOP tcl 7/16" 6d 3" edge /6" field BOTTOM 8 32" O.C. FLOOR JOIST = BOTTOM 9 32" O.C. 25/32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE -_ 8d NAILS s 4" O.C. = _ TOP OF FOUNDATION Gypsum Wallboard 5d 7" edge 10" field DRAWING (SHEATHING TO L LATE) NG TITLE. 2 EB cn H NG AP SILL P 9 5 R AR Hardboard 8d- see table 3.9 Particleboard cleboa d Panels 8(2) 2 d x 6 see to ILL L table 3.9 S PATES )�� ODE C DETAILS COPPER •�� T 11...S PP R TERMITE SHIELD :ti:M - - Diagonal A Q Board Sheathing C THE �'ATE �,': wl I SEAL (TYP.) D. „ - 1 x6 r 8 0 1 x 2 - 8d - per support w " " PP 5/8 x I6 A.B..B. 2 OC.3 �.• �:` 1 x 1 or wider 3 8d SE E FOUNDATIONDW - - er su support S " - P PP w/ 2 x2 x /16 WASHER. - 3 FOR DESIGN/REINFORCING ED r. ( OT DIPPED GALV. 0 H G R - - FLOOR SHEATHING EL F STEEL) STAINLESS S ISOLATE WASHER FROM :. .,:; . .;,,.,.:.,.,.. :, StructuralPanels SILL PL W/ FELT STRIP Pan I 1" or less 8d 6" edge/12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal xBoard 6" or1"Sheathing JOB: 1" x6" or1" x8" 1" x 10" or wider 3 _ 8d per support NEW RESIDENCE per support PETER/DONNA RUTTUR� 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 900 SOUND DRIVE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. GREENPORT. NEW YORK _ �; i 2When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to i; i be reduced to 1 - 16d nail per foot. P TOWN OF SOUTHOLD ,, , SUFFOLK COUNTY. NY O�II E 8d .CO MON ILA a 6 O.C. SCTM# 1000-33-4-04 AT AL AREAS OF• R00 �URTH THAN:, • • • TABLE ARCHITECT: �i ---------- ------- -J' ' FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: w�TER M1�LP PATH GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectsyahoo.com I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY • w/ 5-8d COMMON NAILS IN w/ 5-Sd COMMON NAILS IN PROVID 8d COMMON NAILS 4" O.C. EACH END OW' O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: AT ALL HIGH PRESSURE ZO ES WIND SPEED - 130 MPH NOTE: HIG PRESSURE ZONES RE ALL AREAS I I/4" x 20 GA. GALV. STRAP - NOT FRO ANY RIDGE, HIPS GABLE ENDw/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES _. FDN. OIL" D.C. w/ 5-8d COMMON NAILS IN EACH END OIL" O.C. __________________ DESIGN CRITERIA: �. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME - • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. xr MAX. ........l : WINDOWS=xa;,., — GLAZED OPENING REV.. 2'-0" MAX. . ..... .. JUNE 28 2024 ., DATE: `t"M 3� 2 - d COMMON w w " NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE • • 313; SCALE : AS NOTED °' PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM .3 1'vL"a:'� E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT • • • RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202301 X . h . zo >x ""`` OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF FDLAN . . . . . �c > v: PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO L AND 12 OC FOR SPANS BETWEEN 6' AND 8' A (N.T.S.) ' • `n ~° `Y` GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES Viz: CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A10 0-< F- OF AIO WINDOW SCHEDULE W 12x30 Grader e/ ; G it 14'LVL F'RI'D�'RICK 2xG Tope (Bolted) I Grader i S C ,q� Al Area Bolt Girders Unit Model # R.O. 0png Egress ROBEiRT Together Thru ®teel ShmNt ADH3250 3'-2"x 5'-0" Yes WEBER S a Girder Between © ADH2440 2'-4"x 4'-0" No Dining/Kitchen is Steel Grader) 91 © ADH2438 2'-4"X 3'-BN No ARCHITECT 12'-0" 13'-8" 35'-4" QD ADH2438 X-Ox V-8" No _-__________ Q ADH2450 2'-4"x V-0" No i4• TJI F.J. 1111100 Girder H"TJI F.J. i : 14'LVL F.J. W 10 x 30 Girder w/ 2xL Nailer IE W 10 x 30 Girder w/ 2xL Nailer E W 10 x 30 Girder w/ 2x4 Nailer IE (3) 9 1/2' LVL Hdr. it'a w/24 Tope Ic' oc ; It"oc 0231rA1/27 i -------------_._._.—._._ •— —•—•— — ---- ----- ---^------- — ----------- — — X — O F ADH2O40 2' 0" 4' 0" N ------------ — — — — — oo "� / E I•I 5"x5"x3/8" (10 I/2'x5 3/4") 5"x5"x3/8" 5"x5"x3/8" (10 I/2"x5 3/4") 5"x5"x3/8" W 1040 Girder A P P A Q ADH2434 2'-4"x 3'-4" No ' op I Steel Col. Steel Col. I u E Steel Col. Steel Col. I o I W IOiCiO Grader �I I/2'steel a ./2xt T e I I - ./2xt rope Girder Beeimg no v2•x5 3/a') A 1 I•I� 13'-2" O ° ° �`� Corner = 1 o (4) Thru Bolts 4" _ I Q APW2434 2'-4'x 3'-4" No Steel xColum ` N O - A"// > 2x8 Stud Wa4 G rder Between _ _ _ _ _ __ :': x �. / 2x10 R.R. M (3) 14" LVL Hdr. � ° -` IL'oc Dining/Kitchen I I Z — —.—.—�—.—.= —•— —�- \�/ „ N r N Studs Adjacent 1• Floor Joists) I -----J `-- -- -- - :� I . ____- °�/ 14 oe Q ATF3218 3 -2 x I-8 No I- to Steel Columns I � N N N ^:' I__-_ _ _— _ r——— — _ to be Bolted icy cy L x6 xl/2 An le JG• -,: _____ __ p 'g ' E I E _N= (2) 14" LVL (Flush) KO AOVLD2030 2'-0"x 3'-0" No Brackets, 10 Hlgh, _ III - a u (3) 3/4' Thru-Bolts); 'r E u VxVxl/2" Angle I _ yp' Brackets, 10" HI h, ,_ N N �•/ ! I =5 l I* g L ACW2438 2 6 x 3 -8 Yes il.I v A :c :u a`, I :c (3) 3/4" Thru-Bolts Q z:.�_ _ -, Q ADH2O34 T-0"x V-4" No Z H" TJI 3L0 F.J., IL" o.c. -U----- ------� - -- - -�2- :" o v- I `° Lli� IIIr P_�— O---- -----O- ----cy :X O � x 7 `.\o Q AAN2020 2,_0N x 2,-0N No 11 IX x II LO in ' � M - -_ __-�1 Model Numbers Refer to Andersen A-Series, I IB 4'x4"xl/4" 4"A"xl/4" r -- -- I `� �:1 = Storm Watch", Impact Resistant Glass, PG 10/10, V 1 V Steel Col. Steel Col. 1 = ; I E'y q > Low-E4 w/Argon Glass, Simulated Divided Light (2) 9 I/2' LVL Hdr. (3) 9 I/2" LVL Hdr. IBearing Wall O: -- - - - - _ __ _ _ _ I x: : -------- `"-I --I r�to-j P �T : I — I ------ -- - --�_---- - u- 1 III I II--------------- - � � 9 1/2 LVL ^ III 4'x4"xv4° I I y :I - �.___-----==Q -= I[ I I i i i i of j Steel Col. :I : 4x4 >yl 4 _ :1: cv ; N N N _ 14'x4"xl/4" I �C I N I p I W 12 x 12 Girder 6 N 11er (Dro' Steel ol. W 12 x 12 Order-u)/2x�Nmlr: i�_(Dr_op)_---_U Steel Col.- 2xlC9 L J., 14 oc � I'E 14 J 360 F J., c. , I.I _ �EIE L--- -+ 11� ----- _ — —_ — — --7T---- --- — — — — — — — O Steel Cotmms Extended \y0 IK E I E ---- r _ �` —(— 1T4 X 12"�I ) C r + —— — ————————-- -------- Down --- m to Bearinga on \ N QL ++ I I I I = I — — -- I Foridiition Wall N E E I I I ; I 4" 6'xl/2" An le �:r;11 ... I __- -- - - - - ------- T -- `�\ ENNNNNNI X cn E L _ _ _ ---- ' I ; 1 j Br ckets, 10" Hlgh, �1- \ cy X I( r__i--y I' hru-Brits 14" TJI 340 F.J , I�" c Is"xriCi/4• Bearing -tr `� I I E i U.G. i l l O o E(E01eZ,.t)oP F(E0:IZk i = ENNNNNNNI w/ (2) rx IL A. . 1:1 — I�\ I ....... Bewera I r I Ref. = ----- 14" LVL lFl sh}`_ > A LWundation 2................................ IRefirl� II iv _ •—•—•—•—• %'FoNndeuan Wdl 3IE I 1 > 1 -- ---- - - - --- �19 � AlDOOfi� SCE-I �DULI=Al . �. - �� I I I ------------- i - 1 14x4 4x4 I 4x6 - J I I!IF I I I I Post PostPost O �I •I '-\`. = 2x10 R.R., 14" oc `4 I11 - " ---- _ I I E 2x10 R.R., IL" oc ` > I (2) 14 L Hdr. (Drop) I I -- Unit Model # Width t Height -' 2x10 C.J., 14" oc E I 1 W.O. I I 2x10 C.J. IL" oc O v- I 14 TJI 3 F.J., 16 O.C. 0 ' Front. Door w/ Sidelites, 3'-0'x T-O' Door W/ v / -. 11 l 1 / E ° r------ _ -, i i r I I + - 1 "Simpson", (2) I'-2'x T-0' Sudelites Lj � (4) 2A - = N I i DW i i Sink 1 1�Q1 1 4xc---1 N , Model 1508 l2) 9 L L Hdr. 1 1 1 i 1 (2) 9 1/2 LVL dr. , Mudroom Door 2'-8'x 1'-0' (Door) Post - I Bearlh _UJa I, _I . _,Post "Simpson", Model 1508 DRAWING TITLE: IN M 1_N1 O ( ; � R.R. IL' oc; O Andersen FWHID3113, Stationary 3 I x 1-3 (R.O.) :I : ' > I to , :I O French Door, Impact, PG Upgrade (T Door- Custom) .Q/ -------- - ,7,, O "Andersen' N N 2ND FRAM xl0 C. L" oc: u N 4x6 ' x4 v N W �)��b - 4 Andersen FWHID6013APLR, Inswing 4 0 x l-3 (R.O.) (IST FLOOR) :I : m ost 1 - I 4x6 4xL = E 1: !L French Door, Impact, PG Upgrade (1 Door- Custom) / ' ' Post (3) II 1/8" LVL H Poit - ! I "Andersen" FWHID6013PALR, Inswing4'-0"x 1'-3" (R.O.) (3)..1`1....L1(L.1 ,J ---- - --_ -- --- —IJ I I ` , Q n I r. _._—._ --- - --rr------ —.�. ......... .......n................ . �� / 0 ^ � -- •— — — — — — — _._._._. _�_ u French Door, Impact, PG U rade 1 Door- Custom) ._._._. J. .... LJ�... ..L_-._..._- -__I. L1 . .__ _.e.J. ..... .... ...... ..N-- OL ° \'S:� p p 9 \�// _ psdt; Angle Cut (2) 9 1/2" LVL -l ac ' O ' I " I "Andersen" i_ N , N ______p� ____• �: � p� > d - � - \ I Andersen FWHID6013SS, Fixed L 0 x 1-3 (R.O.) _ -- ------------- ---- I _ I O jo;� °° nc i� n `" ; French Door, Impact, PG Upgrade (T Door- Custom) _X - I v - .IO OQ "Therms-Tru", Classic Craft2'-8"x L'-8" (Door) iI II cv �, cy I �'': I ; ( /Model CCA220' Top Glass (Garage) JOB. (3) 9 I/2" LVL Hd . _ _ I Therma-Tru , Classic Craft N 3-0 x L-8 (Door) (2) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr I I (2) 9 1/2" LVL Hdr. = I I (2) 9 1/2' LVL Hdr. 1 :(2) 9 1/2' LVL Hdr. I 4x4 (3) 9 /2' LVL Hdr. (2) 9 1/2' LVL Hdr. Model CCA220, Top Glass (Basemen ) NEW RESIDENCE 4x6 I I ? J 111 I I Post O "Therma-Tru", SmoothStar , . , N PETER/DONNA Post An Cut on End I I I r z, I-I I I Angle Cut on End 9 3-0 x 4-8 (Door) of Girder to Align I'I " � III I = I 9 Model 32102, 2/3 Glass, (Basement) RUTTURA III (3) 9 1/2 LVL Hdr. a- I I I 1 of Girder to Align w/ Top of 2x10 R.R. ______ ____ I : I w/ Top of 2x10 R.R. Model Numbers Refer to "Andersen" A-Series, 400 SOUND DRIVE (2) 9 1/2' LVL Hdr. _ Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT" NEW YORK L"x6" Post w/ O Impact Glass, Performance Upgrade. PG 45/1O TOWN OF SOUTHOLD "Simpson" Post I I 1 Verify Operation SUFFOLK COUNTY, NY Clamps Top t Bot. I I O I I — SCTMu 1000-33-4-04 12'-0" 14'-2" II'-8" I I '-2" I 9'- " ARCHITECT: (Gable Above) Glpb e Above) I I I I I FREDERICK R. WEBER 41 EAST MAPLE ROAD 1 ( 9 1/2' Hd. 1 GREENLAWN, NY 11140 PROVIDE 'SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. 1 I I I I 52 NOYAC PATH TO FOUNDATION WALL 1 I I I I WATER MILL. NY 119'IL TEL L31 '154-5555 Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL � ' III I I I fweberarchltectsyahoo.com = I III I I I i 2x10 R.R., 14" d� I / 2XIO i�.R., 14" oc FRAMING NOTE,5: � 11I I II SEAL: OD I / III 2x10 C.J.,IIL" oc I 1 . I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Al r I I ► I I I 1 __.._. ,� : 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. - I u 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ^ ' > I I I TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. m I I I I = i < i, 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. z I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. °,� l,. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. -------------"-�+� -i I I I •� '' '' PROVIDE :!" SPACE FOR AIR CIRCULATION IN ROOFS. r �II I 0oI 1 clI 1 L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. `'' D ------------ I, �--r-;---_J 111 I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A6 I III I I I A6 2ND FRAMING U 111 I 11 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-100 NAILS AT SILL = � III I I I AND PLATIE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 111 1 I I NORTH 1 2x10 R.R., IL" dcI I 2x10 Ii�.R., IL" oc REV.: It 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 4D a 12" O.C. INTERMEDIATE. ( IST FLOOR ) -1 I / III I / I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / 111 2XIO C.J.,I14 oc I I DATE: JUKE 28. 2024 OR APPROVED EQUAL. „ ,� I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 1/4 - -� r I I i I I I I SCALE : 1/4" I'-On 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 III I I I JOB NO: w20230� PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. m I III I I I III I II 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. I 111 I 1 1 111 1 I I DRAWING NO. 1412)PflaV0E I zRlFESTOPPING AT ALL LEVEL PENETRATIONS. ------------- �' I 1 I II I II 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. I I I 1 1 (2) 9 1/2' LVL Hdr. st 01 24'-0" OF 52 C A'T B c WINDOW SCHEDULE A'1 AlFREDERICK Unit Model # R.O. Area Egress Opng g ROBERT ® ADH3250 V-2"x 5'-0" Yes WEBER 49'-O" © ADH2640 2'-Ox 4'-0" No © ADH2438 2'-4"x 3'-8" No ARCHITECT O ADH2638 2'-6"x V-8" No Q ADH2650 T-Ox P-O" No (2) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr. --------------------� --------------- - Q ADH2O40 2'-O"x 4'-0" No _ = s E Q ADH2634 2 6 x 3 4 No � 1_ N '- 1' epitchl Flat C ihn I Pitch \ _� ROOF \ Ohl Flat Clan I Pitc � ROOF p I m. I (2) 9 1/2" LVL Hdr. CF- I rn I in HO APW2634 T-Ox 3'-4" No `~ I 2�10 R.R., 10 oc IV . 2x10 R.R., I�" oc N n 2xl� R.R., IL" oc 2x10 R.R., 16'i oc 12) 9 I/ ' LVL Hdr. JO ATF3218 3'-2"x I'-8" No I 2x8 C.T., 16" oc 2x8 C.T. 16" oc I I , r _ I 711 .1 I / II ;` \''. I I :'/: o II / KO AOVLD2030 T-0"x 3'-0" No II I:/ I I > I ACW2638 T-Ox 31-8" I I \I •�:• � "G�! CD � ••.•.�:•.. /: I �/ o Yes T ' 'o d = _ O j� Q ADH2O34 T-0"x 3'-4" N / w \fib X II r I / I AAN2020 2'-0"x 2'-O" No Q Ov I rlay X I ' Ov I lag . '. ; /,y�. Ovglrlay `� _ 'ii ? "Andersen" F—I / Roo �'I� �`+ �, Roo \ '. Roof VII 2x8 J. Model Numbers Refer to Andersen A-Series. T� \'• /' I I U All I16 c "Storm Watch", Impact Resistant Glass, PG 10/10, V 1 .............. .....u......................... I :'/ :` I rn 1I/- oo II Low-E4 w/A g n Glass, Divided Light r o s i ------------- Ridge_ II 1/8" LVL_ I /_ Ridge II 1/B ILVL p 2xIO R.R] 10 8' Cig. ---- O I I � > I.: Overla I'I z 0 Overlay I• /Q ( +� �� overlay \ "- + Roof y I I o `____-��' it Roof . . - -Roof \ M n , I O \y I•I I °. ..... I .... .� . ` ©` — i---- \-'— --- \ /II > II !` � iv O I I 1 \ 1 \ N II \ ,/A\ 1-1 1 A A, DOOR SCHEDULE 6x6 6x6 I ao l Post ___ (3) II /8" LV _ird r—-- Post I r ROOF _ - 2x O R.R., 10 oc / 2x10 R.R.,, 0 oc op Header 2XIO R.R., IV oc 2x10 R.R., 16'i oc unit Model # I 2x8 CA., 16" oc 1 I 2x8 C.T. 16" oc 1 I Width t Height �u Line f Clg Break- -_- _- to I I ROOF I Front Door w/ Sidelites, 3 0 x 1 0 Door w/ O 12) I-2 x l-0 Sudelites rn 11 13 2 m I II 8 I 13 �2 I I "Simpson", Model 1508 " I m n, - Q, Q' O O "Simpson", Door 2'-8'x 1'-0' (Door) GU F I E5 I i p Simpson , Model 1508 DRAWING TITLE: U I �, I o f °D o f I o f . > i 3 "Andersen" FWHID3113, Stationarg 3'-I'x T-3' (R.O.) I /12'- ? I �� o, I p I rn� „ I -` I O French Door, Impact, PG Upgrade (T Door- Custom) ROOF FRAMING x I , I I "Andersen" FWHID6013APLR, Inswin 6'-O"x T-3" (R.O.)g (2ND FLOOR) a- �% French Door, Impact, PG Upgrade (T Door- Custom) = "Andersen" FWHID6013PALR, Inswing 6'-O"x T-3" (R.O.) French Door, Impact, PG Upgrade (T Door- Custom) 12) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr. (Lower Wall) i -I (2) 9 1/2" LVL Hdr. "Andersen" FWHID60l3SS, Fixed 6'-0"x 1'-3" 1R.0.> 14'-2" I O II'-8" I 14'-2" q'-0" I p © French Door, Impact, PG Upgrade (T Door- Custom) i "Therma-Tru", Classic Craft O 2'_8"x 6'-8" (Door)Model CCA220, Top Glass (Garage) ------, �----- -- - - - - - - - - - -- --- - - -- --J L--- -------------- - JOB: ---------------- "Therma-Tru", Classic Craft 3-0x 6-8 1 N (Door) I r- � ® I I I I Model CCA220, Top Glass (Basemen ) NEW RESIDENCE ROOF (D 8 6-0 RooF Q 3 x (Dom) PETER/DONNA I J I I "Therma-Tru", SmoothStar ,_ " ----- I I Model 52102, 2/3 Glass, (Basement) RUTTURA -----------------------' Model Numbers Refer to "Andersen" A-Series, 400 SOUND DRIVE Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT. NEW YORK Impact Glass, Performance Upgrade, PG 65/10 o TOWN OF SOUTHOLD Verify Operation SUFFOLK COUNTY, NY SCTMS 1000-33-4-04 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11914 Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL TEL 631 154-5555 fweberarchitectsyahoo.com FRAMING NOTES: SEAL: e . I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Al 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. t 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLDDR TO FLOOR JOISTS. ; I 4. ALL HEADERS 4'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, q -0N AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. N 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D p S. ALL FLUS14 WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O 0 FRAMING A6 ROOF A6 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ( 2ND FLOOR ) NORTH REV.: a' 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: JUNE 28. 2024 OR APPROVED EQUAL. 12. ALL PRE--ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. �/ - � -� SCALE : I/4` - I'-On 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 JOB NO: w2O23O1 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA. GALV. MACHINE BOLTS ® 24" D.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. S2 OF 52 C Al ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF GFI DUP.REC.-GROUND FAULT [ ] DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET ____________________ 4 SURFACE MTD.-CLG. ----------------------- - ❑ ® Hose I I -�Bib OP SURFACE MTD.-CLG. (Porcelain) A P 3 P A vTr RECESSED-CLG. I b WALL MOUNTED I C DUP. FLOOD I 04 RECESSED, DIRECTIONAL I I sQ SHOWER LIGHT (Wet Location) W C UNDERCAB. FIXTURE II A ® ® DOORBELL/CHIME II Chaiid� ier EXHAUST FAN P PADDLE FAN I HMI I PADDLE FAN / LIGHT �n I I V 1 II (� `If'w.P. Ow.P. Q SPEAKER W Hose TELEPHONE ^ II P A 3 I I O CABLE VISION � i I I COMPUTER (Cable t Phone) I I TV THERMOSTAT ------- -- --- -- -- -- -- - -- M --- FAN/LIGHT --� I r-------- �� :..: -- - -------------;-- -- ----- `JSMOKE SMOKE DETECTOR i i I I -�1; --- ----- --- ---- - ---- TV O i I I . :... Pen t Pendant �co CARBON MONOXIDE DETECTOR r , ' - I Cooktop Cooktop U.G. I j (EIecJ lElec.) : i SWITCH ......................................: I -- ` ee i I Ref. 3 SWITCH 3-WAY IA ------------- i I Sink ! $ 4 SWITCH �4-WAY -------r- 4D SWITCH W/ DIMMER Smoke/ ' .. SWITCH WATERPROOF Smoke CO To W.O. w JS JAMB SWITCH IL o To o, � � Sink ii 0- 3 D / 2nd FI __ f' lf'GFI _ SiFl� ` r,FI � � ® KEY PAD JS � � ---- I C #2 EX EXISTING DRAWING TITLE: � � Chande i 'r•.. , •' GFi � JS 3 - =. --- ----=- ELECTRICAL IL W IST FLOOR AC #3 ............ .....�..... _-------------------- - --------- ................... ............................ ........ .... ..... ...........:.....i..... ............ ............... ............. i AC #1 i i / CO AC :94 'I L CTfi� IC� AL NOTES : HoeBib G `!t'GFI 3 3 `IYGFI� JOB: I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I i 'f 'i I I Hose NEW RESIDENCE RECEPTACLES .HALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. I I I I Bib PETER/DONNA 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. i i i i j j RUTTURA 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 900 SOUND DRIVE -4- ELECTRICIAN 'TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. ®- --------------------� i i GREENPORT. NEW YORK 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS SHOWN OR REQUIRED BY CODE (MINIMUM). i i TOWN OF SOUTHOLD 6- HOME TECHNOLO(:Y CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 4), WIFI NETWORK, I I SUPFOLK COUNTY, NY SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) I I SCTM# 1000-33-4-04 7- ELECTRICIAN TO INSTALL PADDLE FANS. I I 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON LEVELING WALL PLATES. I I ARCHITECT: 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I I I I ELECTR1C� AL FIXTURES : i i FREDERICK R. WEBER W. I 41 EAST MAPLE ROAD OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): GREENLAWN. NY 11140 1- CHANDELIERS (DINING, STAIRWELL. ETC.) GF I I I � I ` 52 NOYAC PATH 2- KITCHEN PENDANT I I I ciFl WATER MILL. NY 11914 3- BATHROOM WALL SCONCES --------------++, I I I 4- SURFACE MOUNTED CEILING FIXTURES III I ► I TEL 431 154-5555 5- ALL DECORATIVE EXTERIOR FIXTURES III I I I fweberarchitectsyahoo.com III I I I 6- PATH AND POST LIGHTS 111 I I I 7- PADDLE FANSS III I I I III SEAL::,-._•--• ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIIN FIXTURES III I I I � ';;.� ,_.•.... '� \ '.;t„ 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), -4 Cp HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP LIGHTS) I I I Ovhd. I I I °r,,, I 1 Door ► \.__-� 5- BATH EXHAUST FANS iii � J� �I ( .1 C� ------------- r-•-------� LL OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I ► I I I I- COOKTOP (Ql"Y. 2): (4) BURNER, 30" I I I t - 2- DOUBLE WALL, OVEN, 30", DEDICATED/GROUNDED 50 AMP, STAINLESS STEEL - I i `----i--- 3- REFRIGERATOR: 42", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) III I I I STAINLESS STEEL, UPPER REFRIGERATOR FRENCH DOORS, LOWER FREEZER DRAWER ELECTRICAL III I I I 4- DI5H WASHER (QTY. 2): 24", STAINLESS STEEL, ELECTRIC t PLUMBING III I I I 5- WINE RERIGERATOR, 2-V WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE I NORTH iii I i i REV.: 6- KITCHEN EXHAUST: DOWNDRAFT7 IST FLOOR III I I- WASHER. FRONT LOAD iii i i i DATE: JUNE 28. 2024 8- DRYER: ELECTRIC DRYER 9- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE SCALE 10- STACKABLE WASHER/DRYER (2ND FLOOR): PLUMBING, ELECTRIC III Ovhd• I I I JOB NO: w202301 9- MICROWAVE: DEDICATED/GROUNDED G AMP RECEPTACLE III Door I I I PLUMBING NOTES : III I 11 DRAWING NO. --------------I H I I I I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. ( I I I I I 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ` r,FI I I I I I 'll'GFI 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 14 , ,4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF-VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUNT. El I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, WATER HEATER, GRILL, AND PROPOSED GENERATOR. OF E3 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.—WATERPROOF 0GFI DUP.REC.—GROUND FAULT DUP.REC.—FLOOR ARCHITECT DUP.REC.—(()SWITCH OPER, SPECIAL OUTLET O SURFACE MTD.—CLG. --—————————— — —— ------- - -------- I OP SURFACE MTD.—CLG. (Porcelain) I I 1 I I RECESSED—CLG. I I I I I i i I'O WALL MOUNTED ................ i C DUP. FLOOD I O 4 RECESSED, DIRECTIONAL I I I I I I I sQ SHOWER LIGHT (Wet Location) W I I I 1 0— UNDERCAB. FIXTURE I—+--I ...El..... . DOORBELL/CHIME ITV v l I s EXHAUST FAN I Q .. Q I I W King , ' PADDLE FAN King I I I I .................... j I I ........................... I I 1 I PADDLE FAN / LIGHT Smoke I , 1 I 1 ((11 Q I Stac able I Smok I j SPEAKER W ---------------------- 1 -- ------- ------- W/D --J— p -- 0 TELEPHONE I I ------ ------ i O CABLE VISION 02 I I COMPUTER (Cable ak Phone) I I I I •• ••• I I _ I `------------� � THERMOSTAT ...................0 Smoke/ FAN/LIGHT o 4- -- --- O I I ---- — OSMOKE SMOKE DETECTOR D O I 01 -- Oco CARBON MONOXIDE DETECTOR I --- -- —r-- I — Smoke p I Smoke TV I I I O I I I 1 I I pn I I � SWITCH I I 1 1 I I $ a SWITCH 3—WAY $ 4 SWITCH 4—WAY 541 I I ---------- — -- --- I I I I I I I I 4 o SWITCH W/ DIMMER I I I I I I I ITV Q , _ � $ w SWITCH WATERPROOF ------ -- I I JS JAMB SWITCH I i © KEY PAD Queen I Charid I I I EX EXISTING DRAWING TITLE: 1 I 1 • -To I i Ist .F7_1 I. I I I I , ELECTRICAL 1 2ND FLOOR I I I r------ PLUMBING Wall Sconce ; SCHEMATIC Receptacle I I I 8 Each Bunk Level (Typ.) I ——————-1 —————————— —————— ————————————J L--------------- ---- - - -- J - —— ————————————————————————— — — — — —— — ———— JOB: — ———————————————————————1 NEW RESIDENCE PETER/DONNA -------------J I I I IIRUTTURA --------------------- 900 SOUND DRIVE GREENPORT" NEW YORK TOtUN Roof 3" 3" 13" ---------------------------J��-------------------------------�I�---------------- ------+� OF SOUTHOLD SUI=FOLK COUNTY. NY --------------- SCTMS 1000-33-4-04 2 1/2" __1__ _ 2 1/2" I 2 1/2 2 1/2" "_ __ _J-—— ARCHITECT: I ------ — I FREDERICK R. WEBER 1 I I 1 I I 1 I 1 1 I I I 1 41 EAST MAPLE ROAD I BATE 3 , 1 1 BATH 1 , I Laundry I I I BATH 2 , 1 I BA1TH 4 I I GREENLAWN. NY 11140 1 1�2" 211/2" 1 1Y2" 13 11y2" 1 1�2" 211/2" 1 1K2" I I�'2" i 3 I IY2" 1 112" 211/2" j 3 11Y2" 1 112' 1 1�2" 211/2" I 52 NOYAC PATH WATER MILL. NY 11914 I I W TEL L31 '154-5555 2nd Floor _ _ _ _ ► — ——— i ———j——— I +— i ——————— —— fweberarchltectayahoo.com --- --- -- ---- -----------------I 12" 3° _ 21' " u a n I n a 1 11 2 112 3 2 2 2 112 3 1 2" 112" 112" 3" ------------- -- ----- ----1---- --- -------------------- ---I---- ---- --- ----+---- ----- ------- --- I IC.O.1 C.O. I 3" C SEAL: — --- --- ---� —2 2" P WIDER I LAUNDRY I 1 KITCHEN I r I 1 1 1 I I I I 1 I I I 1 1 MAIN BAT-4, 2112" I n a x a „ x u l a a 1 I x 1 1, 2 1 IY2 1 1, 2 1 1x2 3 2 IX2 1 q2 3n 1 1. 2 11y2 , 1 1, 2 1 1y2 f 1 I 1 1 I I I 1 I I I 1 I 1 I I W 1 j DW I Ist Floor 1 ------- -- ---- ----- — --- --- --- -------------- — ----+— -- ------------- _F.A. If—� 3n 11 2" 2" 1 12" 2n 3„ 111 T 211 2„ 1 2„ 2a -- --- ----- ---- ----- ----- ---- ---- To Approved---i---- --- -------------- ------- ---- I -------- ------ 0 — C T C ELE AL SSanitary C.O. C.0.1 u BuildingDrain, 4" Diameter, 1/8" per Ft., Min. Pitch 2 I/2 P �------,----T----- 2ND FLOOR NORTH REV.: 1 I I 1 i i DATE: JUNE 28. 2024 BSMTI BATH1 I 11y2" 2 I Y 2" 1 I i 2" 1/ = 1 —O` SCALE PLUMBING SCHEMATIC JOB No: w2023o1 NOT TO SCALE Basement --------------------------------------------------------------------- -- ----- — — I --- DRAWING NO. I 2" 3" 2„ Se age C.O. Ejector 3" E2 OF E3 r------------------------------------------------------ I I I I Ir------------------------------------------------------------------, I I I I I I I I I I I ELECTRICAL SYMBOLS FREDERICK ----------------------------------- f- I I I I ----- 1 SYMBOL DESCRIPTION f-------------------------- I I ROHERT I I 0 DUPLEX RECEPTACLE WEBER I I I I 0 W.P. DUP.REC.—WATERPROOF I I I I I I I IGFI DUP.REC.—GROUND FAULT I I I I ® OUP.REC.—FLOOR ARCHITECT I 1 DUP.REC.—(l)SWITCH OPER. I I I rt_.rta I I I I I I I SPECIAL OUTLET I I I I II I I I I I I I I I I I r-- --------------------------------------------------------------� L7-7 0 SURFACE MTD.—CLG. I I I I I I IL1 ❑ ❑ I I I I I OP SURFACE MTD.—CLG. (Porcelain) I I 1 -- ----------- I ----- ----------�--- r- ---------------- F-------- 1 RECESSED—CLG. I I I I 10 I I I I I I I FO WALL MOUNTED I I I I I C39 OUP. FLOOD I I I I I I I I `------------ --1 I I 1 I I I I 0+ RECESSED, DIRECTIONAL SHOWER LIGHT (Wet Location) ----- I �� UNDERCAB. FIXTURE T ,I v I --I— I I I.!............I.. . L. I I DOORBELL/CHIME ---i i IL L — --T,I i i I i i i E❑ EXHAUST FAN I I I I I I I I I 1 I I I PADDLE FAN I I I I I I I I I I L_____.r r-j �i u vl� i _—� PADDLE FAN / LIGHT I I � I I r---- 1I -------- — — ——————� I I I r1 — I-------------------- ----- -- I Smoke/ FI I I SPEAKER ' I — — i C0(2) I p TELEPHONE ry --------- I 0-------�I II ------ � r-----� r L----, .•''•� ''•. iI IiI OOT CABLE VISIONI TV COMPUTER (C able t Phone) , THERMOSTAT w ill 3 I -- I I FAN/LIGHT .............................................. I II II i I i I I— I I O SMOKE DETECTORh KE ----__ -__J TV — II, Oco CARBON MONOXIDE DETECTOR Smoke I ----- I I I I I ------ I I I I I iii I �___� I $ SWITCH F. i I , I I iil I JS I I I I 43 SWITCH 3—WAY I I I I ^' 44 SWITCH 4—WAY I I I I Chandelier _•— I III I I I I I II--"--II 1 �...... to ( T 1 1——— III I L—— i $p SWITCH W/ DIMMER I I i Pool 3`— —� lii I I Iw SWITCH WATERPROOF r I ( Table Smoke/ _—_—_—_—_ r r --- — III J El JAMB SWITCH Co KEY PAD i —.—.—. .—.—.—'— — .—.—.—.—.—.—.—.—. I EX EXISTING DRAWING TITLE: I I 1 jI I yI _ IM 1 I L III _J Water ELECTRICAL I , Fan/Coll Heate I I BASEMENT ......................................'...... III I ----- , III I I I I 1 �--------� III nl I I I I I III 300 Amp Boller I I Electrical Panel I I -------� r--I --------------- ------D--I--------- -- ------ III ------ ----� r— I I 11L 1 U.C. I Sa JOB: '------ , � _ r r---------------------- ------------ -------, � � I r------� I r----------------------� NEW RESIDENCE I — -- I rntary I � � I � � I 1 I I I I PETER/DONNA I I ' ' ' I I I I RUTTURA 1 L_________________J I I - - - - - - - "' I I I �' I 900 SOUND DRIVE GREENPORT. NEW YORK L---- ~ ------------------ TOWN OF SOUTHOLD � r----, r----� r-----' I L— I -r----I — I----fi I I ----- SUFFOLK COUNTY. NY I I I 1 —•— _ I SCTM# 1000-33-4-04 L _J L _J ARCHITECT: I 1 I i i i i i it I L---------1 FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 1114O I _ I I I 52 NOYAC PATH VFT:----1 '--------- I WATER MILL. NY 11914 I 1 I Smoke/ I 1 1 TEL 631 154-5555 icoo i i i Pweberarchltect8gahoo.com SEAL: rL ................... .................. ............................................ ...................... ...............I... . .. I I I I� I I I I I I 1 I ELECTRICAL ' I I I BASEMENT NORTH REV.: I DATE: JUNE 28. 2024 1/4 rr SCALE I/4" I,_O" I I JOB NO: w2O23O1 I I I I I I DRAWING NO. L--------- L---( __ ' L_________J `II'GFI I I I I I I L-------------------------------------------------- E3 OF E3