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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#: 51377 Date: 11/14/2024 Permission is hereby granted to: Jay N Hodges 3704 Bridle Path Austin,TX 78703 To: Construct additions and alterations to an existing single-family dwelling to include a rear screened porch and new rear deck as well as the demolition of existing rear entry porch with landing and existing rear deck as applied for. Premises Located at: 410 Sound Rd, Greenport, NY 11944 SCTM# 35.-1-16 Pursuant to application dated 04/18/2024 and approved by the Building Inspector. To expire on 11/14/2026. Contractors: Required Inspections: Fees: DEMOLITION $70.00 Single Family Dwelling- Addition&Alteration $1,077.00 CO-RESIDENTIAL $100.00 Total $1,247.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 llp ://m" wwu soutliold:to wnny. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -71 „ .. PERMIT NO. 1 8 Building Inspector. JA � � �-�[1 � � �24 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. Date:2024.03.18 OWNER(S)OF PROPERTY: Name:Jay Hodges SCTM# 1000-35.-1-16 Project Address:410 (aka 20) Sound Road, Greenport, NY 11944 Phone#:(512) 627-0433 1Email:jayhodges@gmail.com Mailing Address:410 Sound Road, Greenport, NY 11944 CONTACT PERSON: Name:Jake LaChapelle Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251 Mattituck, NY 11952 Phone#:(646) 251-5058 =maii-jake@lachapellearchitecture.com CONTRACTOR INFORMATION: Name:tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure @Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $$200,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION -- --------- Existing use of property:Single-family res, Intended use of property:single-family res. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to I R-40 this property? Dyes @No IF YES, PROVIDE A COPY. W Che,"k Box After Reading: The owner/contractor/design professional Is responsible for alldrainageend storm waterissues W ProvidedbY Chapter 236 of the Town code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable krw!g,ordinances,building code, housing code WW reptIrtions OW to admit authorbed inspectors on premises and in bundingls)for necessary Inspections.False statements made herein are State Penal Law. Application Submitted By(p e): ke LaChapelle @Authorized gent Downer Signature of Applicant: CONNIE D.BUNCH Date: -21 0 PublIC,State of New York U6185050 alified In STATE OF NEW YORK) QU i Suffolk County commission Expires April 14,2"—Qge SS: COUNTY OF Suffolk Jake LaChapelle being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ay of 20- ) Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Jay Hodges residing at 410 Sound Road, Greenport, NY 11944 do hereby authorize Jake LaChapelle to apply on my ehalf to the T wnof outhold Building Department for approval as described herein. Owner's ' nature Date Jay Hodges Print Owner's Name ROOM Generated by Scheck-Web Software Compliance Certificate NO), Project 410 Sound Road - ALTERATION Energy Code: 2018 IECC ✓ Location: Greenport, New York Construction Type: Single-family Project Type: Alteration � J j• , Project SubType: None 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: 410 Sound Road Jay Hodges Jake LaChapelle Greenport, NY 11944 LaChapelle Architeture PLLC P.O.Box 1251 Mattituck, NY 11952 x��u � ��� r�a � are i � ge PRinsgJeired in the A oir o (han(ff D:� lu p6hec Each R2e aa�iY �tY � �� ���ula� �I��W����� : �iru�� meet�i� u���u�u�yn energy�� ) uirsUllatuon I • _Ie rid depth vetiui°enonts.EnVelme A55emblies Roof: Flat Ceiling or Scissor Truss _ --- -_ ..._ Exemption: Framing cavity filled with insulation Wall 1:Wood Frame, 16" o.c. Exemption: Framing cavity filled with insulation Entry door(1):Solid 19 0.320 0,320 6 6 Bedroom 3 door(20): Glass 41 0.300 0.320 12 13 SHGC: 0.28 Window replacement:Vinyl/Fiberglass Frame:Double Pane with Low-E 214 0.300 0.320 64 68 SHGC: 0.28 Basement Wall 1: Masonry Block with Empty Cells Wall height: 0.0' Depth below grade: 0.0' ____ -__ -__ Insulation depth:0.0' Exemption: Framing cavity not exposed. Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 1 of10 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 en designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man ry r uire Z listed in the REScheck Inspection Checklist. Jkf-4 ky-K�- t--��- blame-Titl tur Dat � LAOH�r�r it " 033930 �0 OF N S" , Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified #103, CWPre-inspection/PlanUReview Value mm Value Complies? Comments/Assumptions &Re ID onstruction drawings and ❑Com lies 103.2 documentation demonstrate Does Not PR111 j energy code compliance for the [ E]Not Observable ; b building envelope.Thermal ❑Not Applicable envelope represented on construction documents. I103.1, Construction drawings and ��O �� �! ��� %� ii�� % r❑Complies 1103.2, =documentation demonstrate !����� �,;,,,,��, El Does Not :403.7 ;energy code compliance for % [PR311 lighting and mechanical systems �❑Not Observable v Systems serving multiple " ?❑Not Applicable ;dwelling units must demonstrate !compliance with the IECC w .. .. ... .. ...,,_ ....... «..... w. ..,. ._ m,.,. �_... .. . Commercial Provisions. 3021� Heatingand coolingequipment is Heating: Heating: ❑Complies 40.33 sized per AC CA Manual S based Btu/hr Btu/hr ❑Does Not [PR2)* on loads calculated per ACCA Cooling: Cooling: °❑Not Observable Manual j or other methods Btu/hr Btu/hr tlNot Applicable j approved by the cede official. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 �'Low Impact(Tier 3) Project Title:410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 3 of10 Section & lie 11 mm. a... PlanslufterdT lelaliuefr ... entslAssumptlons Foundation inspectio�rComplies? Comments..._._.. 402.1.1 „Conditioned basement wall R- R- ❑Com lies See the Envelope Assemblies [F04]1 iinsulation R-value.Where interior R R_ T]Does Not ;table for values. ;insulation is used,verification °E]Not Observable w may need to occur during ,insulation Inspection. Not p❑Not Applicable orequired in warm-humid locations< < ,in Climate Zone 3. » r __ ...,.. _... 303.2 Conditioned basement wall ❑Complies '[F05]1 insulation installed per �„ ❑Does Not manufacturer's instructions. El Not Observable r Not Applicable } 4[F2.2.9 Conditioned basement 0611 :insulation depth of bow waurial ll. 1 ❑Do spNot "See the Envelope Assemblies base wall ft p ft N❑ table for values. UNot Observable f ❑Not Applicable 03.21 ;A protective covering is installed % r, %❑Complies (FO11] ;to protect exposed exterior, ❑Does Not insulation and extends a El Not Observable o minimum of 6 in. below grade. ;controls installed. y /!stem ❑Co❑Does Notcable , 403.9 Snow-and ice-meltings nn lies jF0)"2] i,. rvable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) a3 Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 4 of10 Secti!11 Plans Verified Field Verified Framing y p Complies? Comments/Assumptions & Re Value Value 402.�.1, `DooU-factor. U_..�_.._..._._..._ -U ...-..... . ...� ❑ 't�. .-..�...� ..� -,-. ,.�-...-._._........ .... .....� / Rough-in In Ins ection Va actor,.�.e. mn.. . implies See the Envelope Assemblies �402.3.4 ❑DoesNot ,table for values, [FR1]1 ;❑Not Observable j❑Not Applicable .. . _.. ..m — ...._ 1. ;Glazing average),factor(area-weighted U- U ❑Complies �5ee the Envelope Assemblies g Not table for values. 402.3.3, Not Observable 402.5 �. 402.5 ❑Not Applicable 303.1.3 ;U-factors of fenestration products "' ', r❑Complies [FR4]1 pare determined in accordance ��' ,,,��` ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. A '' % El Applicable i ' 402.4.1.1 Air barrier and thermal barrier s 171 " CompliesCA B [FR23]l installed per manufacturer's , Does Not y instructions. /ii�� ❑Not Observable '' ��i❑Not Applicable 402 4 3 Fenestration that is not site built �� ��� '%""' plie r [FR20]1 ,is listed and labeled as meeting r��, iiii %, �� �'�,❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 ! �� i❑Not Observable i or has infiltration rates per NFRC , ; "�! ❑Not Applicable 400 that do not exceed code limits, %f ill .. . �.� �� 4024.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish Does Not ,and labeled to indicate <_2.0 cfm i��"' ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403 3 1 Supply and return ducts in attics FR12 1 insulated >= R-8 where duct is " i' ,��� / „� o��" ❑❑Com lies [ l �� j j%%%%%% Does Not >= 3 inches in diameter and >_ � ❑Not Observable q R-6 where < 3 inches. Supply and return ducts in other portions of ° ii��� �� ��� ,,% ii//O/�� %!��% ❑Not Applicable the building insulated >= R-6 for iiiiii//%%' diameter>= 3 inches and R-4.2 �i ii for< 3 inches in diameter. . 403.3.2 'Ducts, air handlers and filter ' i��%� °' %�"%"'i �,�� `❑Complies [FR13]1 boxes are sealed with „ �� �������' ❑Does Not ;Joints/seams compliant with � International Mechanical Code or /���iiiiii�iiiii"' ��i� ;� �j%/ Not Observable e International Residential Code, as ��i�;� Not Applicable 403 3 5 applicable„ ' .. p Building cavities are not Used a5 ��"'%�� % �f '� %%�/ ���❑ m (Ie5 [FR15] ducts or plenums. ��i x❑Does Not ' ❑Not Observable ' ❑Not Applicable piping conveying ,❑Complies 403.4 HVAC i m conve m fluids R- R [FR17]2 'above 105 °F or chilled fluids ❑Does Not 2 below 55 °F are insulated to>_R- 3 ❑Not Observable , �r C❑Not Applicable 403.4.1 Protection of insulation on HVAC r"' �,�❑Complies [FR24.]1 piping. 1 i Does Not ' �❑Not Observable . ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- R ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable e 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) p Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 5 of10 Section Plans , I n �' ..........._ _' Verified Field0 //Verified Eramingor lspactionVlue Value / Comp Complies? omm... t...s AAssumptlons fb 403E Automaticgravity dampers are ®PC p les ,r/[FR1912 installed on all outdoor air Not I, intakes and exhausts. �� i % �� /�� ' a/ � MO Not C)bservalale %1 EINot Applicable a Additional Comments/Assumptions: 1 High Impact(Tier 1) JMedium Impact(Tier 2) 3 ,Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 6 of10 section e II) fled Field Verified .. ... .. _..m_.:.. Plans complies? Comments/Comments/Assumptions Inspection lueV Value . :All installed insulation i's , � w..,.,, . labeled �:-� %° `"` �" 303.1 °�'!❑Complies 1N1.31 or the installed R-values Not provided. ; ❑Not Observable ❑Not Applicable W........... �..w ..._ 402.1.1, ;Wall insulation R-value. If this is a R- v R- 4❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Woo �rlDoes Not ;table for values. 402.2.6 jwall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 ;exterior,the exterior insulation requirement applies(FR10). „❑ Steel ❑ Steel ❑Ntrt�applicable f I arrnnim»• N 9,""w"^' rx✓.w....,..... wpm -. 303.2 Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. ; %❑Does Not '❑Not Observable ❑Not Applicable r Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 7 of10 Section p.....� PIanV Value fled Fiel V luefied Complies?.... .�...,.....-_.._ . & Re 1D ,._... al # Final Ins ection Provisions � e the elopAssembes Comments/Assumptions 402.1.1, Ceiling insulation R-value. R- R- kom lies 402.2.1, r❑ Wood ❑ Wood °❑Does Not stable for values. 402.2.2,402.2.E ❑ Steel ;❑ Steel ,❑Not Observable [FI1]1 ❑Not Applicable 303.1 1 1 ;Ceiling insulation installed per E]Complies manufacturer's instructions. 303.2 � � ,❑Does Not [FI2]1 ,Blown insulation marked every �� ❑Not Observable 300 ft2. ❑Not Applicable �402..� 2.3 Vented attics with air permeable ',❑Complies [FI22]2 :insulation include baffle adjacent „ °'; ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable k " F❑Not Applicable 402.2.4 .Attic access hatch and door Y R- R- T❑Complies [F]3]1 insulation >_R-value of the UDoes Not j adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = I ACH 50 = ;❑Complies l[FI17]1 :ach in Climate Zones 1-2, and <❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2Wood-burning fireplaces have „ ❑Complies [F18]2 tight fitting flue dampers and 'r ❑Does Not outdoor air for combustion. `'` vii//�����������, ❑Not Observable I ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 Ucomplies [FI27]1 determine air leakage with G ft2 ft2 ❑Does Not jeither: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable o w.g. across the system including the manufacturer's air handler enclosure if installed at time of �,test. Postconstruction test:Total o !leakage measured with a pressure differential of 0.1 inch w.g. across the entire system `including the manufacturer's air r a ;handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ; [F14] cfm/100 ft2 across the system or ; ft2 ft2 jE]Does Not <=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ❑Not Observable .I 'tests,verification may need to ❑Not Applicable u occur during Framing Inspection � — 403.3.2.1 Air handler leakage 9a desi nated ,,;❑Complies [F124]1 by manufacturer at<=2°/u of „ //ii❑Does Not design air flow. g ��% ���j/� �❑Not Observable , aMii%///„�//����//�� ���� i�i�/i�i� i/�/%// ❑Not Applicable 403.1,1 Programmable thermostats ���� /�� �% ////%���/,,,'%"%//❑Complies [F19]2 installed for control of primary , ❑Does Not 711 heating and cooling systems and ,, initial) set b manufacturer to ❑Not Observable y y ����������� �% ❑Not Applicable code specifications. i io ii ��/ ❑ 403.1.2 ,Heat pump thermostat installed Complies P [FI10]2 on heat pumps. ,; !❑Does Not i ���,❑Not Observable U ,,,/irk❑Not Applicable k 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 8 of10 Section Plans Verified Field Verified Final Inspection Provisions & Re ID P Co �. Value Value N, Complies? Comments/As�...Comments/Assumptions # mm ti 403.5.1 Circulatingservice hot water ❑Com lies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ` y❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system r ;❑Complies [F125]2 fans not part of tested and and aiequip limits peel efficacy r�r❑Does Not �r r flow HVAC equipment meet efficacy rti❑Not Observable R403.6.1. � / '❑Not Applicable i 403.2 Hot water boilers supplying heat ❑Com lies [FI26]2 through one-or two-pipe heating „ ' ❑Does Not systems have outdoor setback control to lower boiler water " ❑Not Observable temperature based on outdoor rrj/////ii%❑Not Applicable E temperature. o/iii/r 403.5.1.1 Heated water circulation systems ' / �❑ �� ; Complles [FI28]� have a circulation pump.The �,❑Ddes Nat system return pipe is a dedicated r ' El Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable g syphon circulation systems are o k not present. Controls for °r circulating hot water system e pumps start the pump with signal for hot water demand within the occupancy. Controls /i 7O automatically turn off the pump �11 when water is in circulation loop is at set-point temperature and no demand for hot water exists. " 403.5.1.2 :Electric heat trace systems ❑Ccwmp)ies [FI29]2 comply with IEEE 515.1 or UL %, rrr��%❑Does Not 515. Controls automatically „rrrr rrr �p"'l,❑Not Observable ; r adjust the energy input to the // rrr��r��r �rrrrr;,❑Not Applicable heat tracing to maintain the r r desired water temperature in the . piping. �403.5.2 Demand recirculation water r ❑Doesplies [F130]2 systems have controls that ' ,rrrr r%"" ' Not manage operation of the pump r / rrrrrrr and limit the temperature of the rrrrrrr�rrr ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. � /' �j ._. 403.5 4 ;Drain water heat recovery units ❑Complies ' r �„// rrr / f [F131]2 tested in accordance with CSA ❑Does Not g 1355.1. Potable water-side pressure loss of drain water heat ' �/R/;;//r�rr�""�� �' ""ice"/ r❑Not Observable recovery units < 3 psi for / r, r ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for Individual units connected t0 rrrr �i rrii � three or more showers. 404, ° r' /���%////// %00// p 1 �90%or more of permanent r / „ „ ,,, ❑Com lies [FI6] fixtures have high efficacy lams ,rr� //rr�irii/ ii �� i � 9 Y p "/����i� � /�����❑Does Not r,r ❑Not Observable rrrr ° r �rr��/////� Not Applicable ^r/� r / 404.1.1 Fuel gas lighting systems have „rrrrrr � ®Elomplies o FI23 no continuous ilot light. / rrr r� Does Not El Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 9 of10 m Section 'Plans"Verified Field''Verified, # L�Inal _ .. & R�e i inspection value aiuue ®Compl es 4Ci1. Complan�e ertifi ateroosted.s complies?44 + omrwmenits/Assumptions vision CFl mm.. 'ElDoes Not ®Nbt Observable ` i �nNot Applicable .,,,,,...,.,_. .. �.�. m. ............. i r/////i/�// / %FlC 7m ...._.m.. ....... �t3 Manufacturer manuals for plies [IF I1'8) mechanical and water heatingir/ i Goes Not systems have been provided. //// /% nNot Observable of ONot Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 410 Sound Road -ALTERATION Report date: 11/15/24 Data filename: Page 10 of10 Efficiency Certificate Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door 0.30 0.28 . . . Heating System: Cooling System: Water Heater: Name: Date: Comments FTCA"TIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE DOSTING CODE OF PRACTICE FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SFWl RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TITLE, ZONING, OR FREEDOM FROM ENCUMBRANCES CERTIFrAMONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUB=UEM OWNERS TAX LOT 24 S 27047'30" E 75.00' REBAR PIPE FOLN'D FND. FE FE DA W L I'S x w E U M M 00 x x FE[' IS FE 3.1's 3 FE BLDG, 1.6W 1.6S TAX w TAX LOT 4 N LOT 15 Q N 17 w � 14.1' R/O WOOD FE 1. PORCH 83 r � , U d z' 13.8' DECK 1 1/2 STORY W _ - o ry FRAME N Nt F DWELLING 60 w� - x OC N 3 0 O Ta 1 .1' 1�.1 N N FE A ¢ a o w Ell 8.9' T`i uQi O I WOOD z PORCH Ct PIPE PIPE 3 83.21' FND. F:D. v WOOD FENCE 'ROW OF SHRUBS N 27031'20" W 75.00' THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENM,WALLS, POOLS,PATIOS, BL4LDINGS.ADDTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SUBSURFACE AND ENVIORNMENTAL CDNDTIKONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A TART OF THIS SURVEY.EASEMENTS AND OR RIGHTS—OF WAY OF ME.IF ANY.NOT PJM LAND SURVEYING, PLLC UNAUTHORIZED TO S SURVEY OR 132 CLYDE STREET/SUITE 16 ADDmoN TO THIS ION 72 9 A VIOLATION OF SECTION 7209 OF WEST SAYVILLE, NY 11796 NEW YORK STATE EDUCAnON LAW. PHONE 631-563-0400 FAX 631-563-5808 PJMStJRVEY`I�G 42 AOL.CO.,%4 N LOT; ma REVISIONS MAP OF:DESCRIBED PROPERTY ; FILED:_-__ NO:— COUNTY: SUFFOLIK SITUATE:GREENPORT-TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT EING THED SURVEYOR'S CERTIFIED TO: TITLE NO. 7404-017069 EMBOSSED SEAL C SIGNATURE SHALL NOT DE CONSIDERED A`< TRUE AND VAUD COPY JAY H.HODGES FIDELITY NATIONAL TITLE INSURANCE COMPANY PROCT' O °20$ 22 DALE: I Q/1 /2023 DRAWN: CM CHECKED BY:PM SCALE: 1 20' DISTRICT 1000 SECTION-35 BLOCK: 01 LOTS : 16 _bplt s HODGES RESIDENCE 410 SOUND ROAD 10 SOUND ROAD ADDITION GREENPORT,NY 11944 GREENPORT, NY AKA '20 SOUND ROAD' DRAWING LIST TRUE O ADDITION TO PRIMARY STRUCTURE A2. 0 TITLE SHEET NORTH A00 NOTES A3.00 SCHEDULES SCTM*-1000-35.-1-16 DO NOT SCALE FROM DRAWINGS A4.00 NAILING&STRAPPING PROJECT O A5.00 SITE PLAN c2°�2') A6.00 EXISTING BASEMENT PLAN A7.00 EXISTING FIRST FLOOR PLAN TAX MAP NO.1OOo-35,11a SYMBOLS SCOPE OF WORK A8.00 EXISTING SECOND FLOOR PLAN g ISSUE/REVISION DATE A9.00 NEW BASEMENT PLAN A10.00 NEW FIRST FLOOR PLAN oo REVISED FILING SET-ADDITION io.za.zoza THE GENERAL INTENT OF THE WORK IS TO BUILD AN ADDITION AND A11.00 NEW SECOND FLOOR PLAN LEVEL DECK AT THE REAR OF THE EXISTING HOUSE AND PERFORM LIMITED Al2.00 NEW ROOF FRAMING PLAN THIRD FLOOR ALTERATIONS WITHIN THE HOUSE. NO CHANGE OF USE OR A15.00 WEST&SOUTH ELEVATIONS AO WINDOW EL. +31'-3" OCCUPANCY IS PROPOSED. A16.00 EAST&NORTH ELEVATION -ELEVATION ABOVE 0'-0" A17.00 SECTION DRAWN BY:J.LACHAPELLE O DOOR REGULATORY NOTES A18.00 PART PLANS CHECKED BY. A19.00 INTERIOR ELEVATIONS - LIBRARY 1O PARTITION TYPE 1 ELEVATION NUMBER A20.00 INTERIOR ELEVATIONS- PORCH NOTE:THIS IS AN1X'x1T"SHEET A6 SHEET NUMBER 1. THIS APPLICATION FOR PERMIT IS FILED WITH THE TOWN OF A21.00 INTERIOR ELEVATIONS-KITCHEN DRAWINGS MAY BE PRINTED NOT TO SCALE SOUTHOLD BUILDING DEPARTMENT, IN CONFORMANCE WITH A23.00 DETAILS THE TOWN CODE CHAPTER 144. A24.00 DETAILS LaChapelle Architecture PLLC DETAIL NUMBER 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW A25.00 DETAILS P.O.Box 1251 A3 A4 SHEET NUMBER YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF Mattituck,NY 11952 NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. (646)251-5058 jake@lachapellearchitecture.com 3. REFERENCE HEREIN TO'BC'SHOULD BE CONSTRUED TO MEAN \ THE APPLICABLE BUILDING CODES OF NEW YORK STATE. ABBREVIATIONS S 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS - RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) A.F.F. ABOVE FINISH FLOOR HM HOLLOW METAL %zED ARC STAIR DIRECTION LABELS (UNPROTECTED WOOD FRAME) UNDER BC TABLES 601 AND 602. ALT ALTERNATE HT HEIGHT c 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED APP. APPLIANCE(S) HW HOT WATER 00 HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, -� UP DN AND REGULATIONS. CLG CEILING PTD PAINTED CONC CONCRETE SC CONT. CONTINUOUS RCP REFLECTED CEILING PLAN N SMOKE+CARBON MONOXIDE DETECTOR INSPECTIONS CONT'D CONTINUED SMOKE AND CO DETECTORS SHALL COMPLY O.C. ON CENTER 9Ttc O �yya WITH UL 268,7th ADDITION SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE D.O. DOUBLE HUNG N REQUIREMENTS OF BCNYS 1704&1705. DIM. DIMENSION P.T. PRESSURE TREATED MATCH LINE DIA. DIAMETER FOOTING DISC. DISCONTINUOUS SIM. SIMILAR - - CENTER LINE FOUNDATION ��^°""��°-VM[MIRiX[Pn[RfoRwxICNN�RRFRIAt°U a�R«n°�owRR.�R" Rma m��N�R.R�RRRm"�RRR,« DWG DRAWING S.S. STAINLESS STEEL O°°%I°°HlwRrtip�m�N9r1 rn11CHRlLTUR[Ptt°Nif[cIUR[PLLG STL. STEEL FRAMING,TIE-DOWN/STRAPPING AND PLUMBING BREAK LINE PERIMETER INSULATION ELEC. ELECTRIC ROUGH ELECTRIC ENG. ENGINEER TYP. TYPICAL TITLE SHEET INSULATION AND CAULKING EQ. EQUAL ENERGY CODE COMPLIANCE EXIST. EXISTING V.I.F. VERIFY IN FIELD FINAL FL FLOOR W/ WITH SHEET NO: WRB WEATHER RESISTIVE GWB GYPSUM WALL BOARD BARRIER Al SHEET 1 OF 22 GENERAL NOTES GENERAL NOTES FIXTURE & FINISH NOTES HODGES 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 11. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED 1. THE OWNER WILL PROVIDE THE CONTRACTOR AN 'OWNER'S RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND LIST OF FIXTURES AND FINISHES',WHICH IS SUBJECT TO 410SOUND ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE CHANGE.THE CONTRACTOR IS RESPONSIBLE FOR PURCHASING GREENPORT,NY 11944 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INSPECTOR. THESE FIXTURES AND FINISHES AND FOR COORDINATION AND PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE PURCHASE OF ALL ACCESSORIES,ALL RELATED WORK, DELIVERY FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 12. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT AND INSTALL. WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND 2. IN CASES WHERE THE OWNER CHOOSES TO PURCHASE ANY ® O SYSTEMATIC MANNER. INSURANCE REQUIREMENTS. GOODS THE CONTRACTOR SHALL NOTE THAT THE OWNER TRUE WILL NOT BE ON SITE TO TAKE DELIVERY OF OWNER-ORDERED NORTH 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE 13. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE GOODS. IN ALL CASES CONTRACTOR IS RESPONSIBLE FOR BUILDING CODES,ALL WORK MUST CONFORM TO FIRE BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER CHECKING DELIVERIES, FOR REJECTING ANY DAMAGED DEPARTMENT REGULATIONS, UTILITY COMPANY AND RECEIPT OF WRITTEN CONSENT. DELIVERIES OR DELIVERIES NOT MATCHING BILL OF LADING, PROJECT O REQUIREMENTS,AND BEST TRADE PRACTICES. AND FOR NOTIFYING OWNER OF FLAWED DELIVERIES FOR 27R52^) 14. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE RE-ORDER BY OWNER. RETURNS OF OWNER-PURCHASED 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL PERMITS GOODS WILL BE MADE BY OWNER. IN ALL CASES CONTRACTOR TAX MAP NO.100035:1-16 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY SHALL BE RESPONSIBLE FOR PREPARATION OF SURROUNDING # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. WORK FOR INSTALLATION,COORDINATION OF ALL PLUMBING, TO THE ARCHITECT. ELECTRICAL,AND ANY OTHER RELATED WORK, PROVISION OF .00 REVISED FILING SET-ADDITION 10.28.2024 15. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN ALL NECESSARY ACCESSORY MATERIALS,AND ACCEPTABLE 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS INSTALLED PRODUCT. VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING 3. KITCHEN CABINETRY WILL BE PURCHASED BY OWNER FROM CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION DEPARTMENT. RIVERHEAD BUILDING SUPPLY OR SIMILAR SUPPLIER. ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF A EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A 16. PRIOR TO COMMENCING OPERATIONS ON SITE THE SUITABLY CONTINUOUS, LEVEL,AND PLUMB SUBSTRATE, DRAWN BY.J.LACHAPELLE RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT COORDINATION OF ALL PLUMBING, ELECTRICAL,AND HVAC CHECKED BY:J.LACHAPELLE THOSE SHOWN.CONTRACTOR SHALL NOTIFY ARCHITECT OF 'ACORD'INSURANCE FORM LISTING THE FOLLOWING PARTIES AS WORK, INSTALLATION OF CABINETS AND COUNTERS,AND NOTE;THIS IS AN IVx17"SHEET DISCREPANCIES AS THEY ARISE. ADDITIONALLY INSURED: PROVISION OF ALL NECESSARY ACCESSORY MATERIALS TO DRAWINGS MAY BE PRINTED NOT TO SCALE JAY HODGES ACHIEVE ACCEPTABLE INSTALLED PRODUCT.CONTRACTOR TO 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY LACHAPELLE ARCHITECTURE PLLC OBTAIN CABINET SHOP DRAWINGS FROM OWNER IN ORDER TO LaChapelle Architecture PLLC FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY COORDINATE THE WORK. P.0,Box 1251 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE KIND UNTIL THE ABOVE IS PROVIDED. 4. PLUMBING FIXTURES WILL BE PURCHASED BY CONTRACTOR Mattituck,NY 11952 DRAWINGS. PURSUANT TO OWNER'S LIST. (646)251-5058 jatuck,Nhap 1952chitecture.com 17. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF 4.1. TOILETS ARE LIKELY TO BE FLOOR-MOUNTED MODELS 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE THROUGHOUT. WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS 4.2. SHOWER BASES WILL BE PORCELAIN TILE. ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A 5. LIGHT FIXTURES WILL BE PURCHASED BY CONTRACTOR 7. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO PURSUANT TO OWNER'S LIST. ,��FtED A/�C, HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING OVERSEE AND ADVISE ON THE WORK. 6. VENTILATION FANS FOR BATHROOMS WILL BE PURCHASED BY �cb BUILDING CODE (EBC) CHAPTER 6. REQUIREMENTS OF BC CONTRACTOR PURSUANT TO OWNER'S LIST. CHAPTER 7 AND 8 APPLY AS A RESULT.CONTRACTOR SHALL 7. CEILING FANS WILL BE PURCHASED BY CONTRACTOR PURSUANT �� �-+ CAREFULLY OBSERVE THE REQUIREMENTS OF SECTION 806. ENERGY NOTES TO OWNER'S LIST. 8. VENTILATION HOOD FOR KITCHEN RANGE WILL BE PURCHASED 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 1 THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R502 BY CONTRACTOR PURSUANT TO OWNER'S LIST. BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK 9. FLOOR AND WALL TILE WILL BE PURCHASED BY CONTRACTOR '9 033930 0 CATEGORIES AND NOT AHIGH-RISE BUILDING. FOR ADDITIONS WHERE APPLICABLE,AND TO ECCNYS R503 �� yC? REQUIREMENTS FOR ALTERATIONS WHERE APPLICABLE. PURSUANT TO OWNER'S LIST. CONTRACTOR TO COORDINATE OF NEW QUANTITIES. 9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 2 AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER 10. REFRIGERATOR(S)AND MICROWAVE WILL BE PROVIDED BY TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY OWNER FOR INSTALLATION BY CONTRACTOR,AND ARE AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD BUILT-IN UNITS. RANGE WILL BE PROVIDED BY OWNER FOR ° MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED THIS; SEEa� aa °w° >�•������ � INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW INSTALLATION BY CONTRACTOR. COMPLIANCE CHART AT BOTTOM OF THIS SHEET. ��^�` • ^ uNiOe � °^�^^� 450.THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR 11. SEE MECHANICAL SCOPE NOTES ON SHEET A9 FOR HVAC BID THIS OCCUPANCY R-3. 3. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL,OR REQUIREMENT OUTLINES. FLOOR CAVITIES EXPOSED DURING CONSTRUCTION OF AN 12. SMOKE AND CARBON MONOXIDE DETECTORS TO BE PROVIDED NOTES 10. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE BY CONTRACTOR; MUST COMPLY WITH UL 268,7th EDITION. PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND CARBON MONOXIDE DETECTION EQUIPMENT MUST BE ECCNYS, PROVIDED THAT THE EXPOSED CAVITIES ARE FILLED w/PROVIDED IN CONFORMANCE WITH 'EXISTING BUILDING CODE' INSULATION. SHEET NO: SECTION 804, IF NOT ALREADY PRESENT IN THE BUILDING. 4. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST �� CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN HIGH-EFFICIENCY LAMPS. SHEET 2 OF 22 WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE HODGES U-FACTOR/R-VALUE SHGC RESIDENCE ID ASSEMBLY MAKE/MODEL DIMS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED 410 SOUND ROAD 0 ESCAPE WINDOW a MARVIN UC3240 33"x 40" PER OWNER LOW E2,TEMPERED 1 0.32 0.30(PASS) 0.40 0.28(PASS) GREENPORT,NY 11944 © AWNING WINDOW MARVIN UCA3214 33"x 14" PER OWNER LOW E2,TEMPERED 3 0.32 0.30(PASS) 0.40 0.28(PASS) © OVAL FIXED WINDOW CUSTOM IRREG. - LOW E2,TEMPERED;REFURB.OR REPLACE 1 ** - ** - 0 AWNING WINDOW MARVIN UCA3456 35"x 56" PER OWNER LOW E2 2 0.32 0.30(PASS) 0.40 0.28(PASS) T® O 0 CASEMENT WINDOW MARVIN UCA3654 37"x 54" PER OWNER LOW NORTH E2, NOTE HANDING ON ELEVS 4 0.32 0.30(PASS) 0.40 0.28(PASS) ti CASEMENT WINDOW MARVIN UCA3660,MULLED 37"x 60" PER OWNER LOW E2,NOTE HANDING ON ELEVS 4 0.32 0.30(PASS) 0.40 0.28(PASS) © CASEMENT WINDOW MARVIN UCA4040,MULLED 41"x 40" PER OWNER LOW E2,NOTE HANDING ON ELEVS 3 0.32 0.30(PASS) 0.40 0.28(PASS) PR NORTH OJECT (27.52') FIXED CLERESTORY MARVIN UCAP9620 97"x 20" PER OWNER LOW E2 1 0.32 0.30(PASS) 0.40 0.28(PASS) TAX MAP N0.1000-35:116 CASEMENT WINDOW MARVIN UCA2640 27"x 40" PER OWNER LOW E2,NOTE HANDING ON ELEVS 1 0.32 0.30(PASS) 0.40 0.28(PASS) J CASEMENT WINDOW MARVIN UCA2032 21"x 32" PER OWNER LOW E2,NOTE HANDING ON ELEVS 2 0.32 0.30(PASS) 0.40 0.28(PASS) # ISSUE/REVISION DATE KO CASEMENT WINDOW MARVIN UCA2460,MULLED 25"x 60" PER OWNER LOW E2,NOTE HANDING ON ELEVS 3 0.32 0.30(PASS) 0.40 0.28(PASS) .00 REVISED FILING SET-ADDITION 10.28.2024 © FIXED CORNER WINDOW MARVIN UCACNR 21"x 32" PER OWNER L0WE2,LEFT AND RIGHT LEGS 1 0.32 0.30(PASS) 0.40 0.28(PASS) - WINDOWS ARE MARVIN ULTIMATE SERIES,ALUMINUM-CLAD,2 EXTERIOR COLORS(EXISTING HOUSE+ADDITION),WHITE INTERIOR - WINDOW SIZES LISTED ARE NOT CONFIRMED.SUBMIT A LIST OF ROUGH - SIZES LISTED ARE NOMINAL SO CONSULT MANUFACTURER DATA FOR ROUGH OPENINGS&ACTUAL UNIT DIMENSIONS OPENINGS AND PROPOSED WINDOW SIZES PRIOR TO PURCHASE FOR - PROVIDE TEMPERED IGU IN ALL WET AND HAZARD CONDITIONS - SEE A20 FOR WINDOW WALL DATA OWNER/ARCHITECT REVIEW.INCLUDE ACCESSORIES AND OPTIONS FOR DRAWN BY:J.LACHAPELLE a- COMPLY w/R310 FOR EMERGENCY EXIT OPENINGS **R402.3.3 EXEMPTION TAKEN FOR<15 SF WINDOW AS INDICATED EACH WINDOW FOR OWNER CONFIRMATION. CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET 10 FRONT ENTRY DOOR b JELD-WEN ARCH'L COLL. 36"x 80" ENTRY, DEADBOLT LH,SOLID CORE 2-PANEL 1 0.32 0.29(PASS) DRAWINGS MAY BE PRINTED NOT TO SCALE FOYER CLOSET DOOR EXIST. 48"x 80" EXIST. DBL, LOUVERED VENT 1 LaChapelle Architecture PLLC 30 FOYER DOOR° EXIST. 36"x 80" EXIST. LH,GLAZED 1 P.O.Box 1251 ® BASEMENT DOOR RBS/MASONITE 30"x 80" PASSAGE LHR,SOLID CORE 2-PANEL 1 Mattituck,NY 11952 50 BEDROOM 1 DOOR RBS/MASONITE 30"x 80" PRIVACY RHR,SOLID CORE 2-PANEL 1 (646)251-5058 jake@lachapellearchitecture.com © LINEN CLOSET DOOR RBS/MASONITE 16"x 80" PASSAGE RHR,SOLID CORE 2-PANEL 1 BATH 1 DOOR RBS/MASONITE 30"x 80" PRIVACY LH,SOLID CORE 2-PANEL 1 RED AA? ® BATH 1 CLOSET DOOR RBS/MASONITE 20"x 80" PASSAGE RHR,SOLID CORE 2-PANEL 1 ��� �\aAC 90 LIBRARY d RBS/MASONITE 60"x 80" PRIVACY LH,SOLID CORE 2-PANEL 1 4� Cs^ < 10 PORCH DOOR d CURTAINWALL MFR. 30"x 80" ENTRY, DEADBOLT RH, PER CURTAINWALL MFR. 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) * �• 11 PORCH SCREEN DOOR CUSTOM 60"x 80" PRIVACY RHR, DBL WOOD 2-PANEL,SCREEN INFILL 1 NA C 12 SLIDING KITCHEN DOOR cd NANAWALL CERO III 136"x 84" PER OWNER X2R X1 L,ALUMINUM,TEMPERED GLZ. 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) 13 ATTIC ACCESS DOOR EXIST. 30"x 48" EXIST. HOLLOW CORE WOOD 1 O F N 14 SLIDING CLOSET DOOR RBS/MASONITE 30"x 80" MORTISED FINGER PULL SOLID CORE 2-PANEL,JOHNSON 1500SC 1 15 BEDROOM 2 DOOR RBS/MASONITE 30"x 80" PRIVACY RH,SOLID CORE 2-PANEL IXF��Oo MO t[u.W R i1LiCMitJnf.0v p[ll[pX5 4YY 6[MOC ptt[R pY NCIWCL[i _ fMb MUYMOYIYNm[CI6[0B0Mpl Yrtllnf0goiX[N Yp0ltrn. PPMIt[C.KitNOpt xCwPR[N C0pC[Mt00C p4CXPC"l[MCMp[cfYPCI C� 16 BEDROOM 3 DOOR RBS/MASONITE 30"x 80" PRIVACY RH,SOLID CORE 2-PANEL 1 °`"`" 0c0YtW0M2oCIlOCMaY[LLC[gcXrt[CNp[YLLO 17 BDRM 2 CLOSET DOOR RBS/MASONITE 18"x 80" PASSAGE RH,SOLID CORE 2-PANEL 1 18 BDRM 3 CLOSET DOOR RBS/MASONITE 18"x 80" PASSAGE RH,SOLID CORE 2-PANEL 1 SCHEDULES 19 SLIDING BATH 2 DOOR RBS/MASONITE 30"x 80" PRIVACY SOLID CORE 2-PANEL,JOHNSON 1500SC 1 PATIO FRENCH DOOR MARVIN ULTIMATE 60"x 80" ENTRY, DEADBOLT RHR, LOW-E2 1 0.32 0.29(PASS) 0.40 <0.40(PASS) SHEET NO: b-PROVIDE LARSON GLAZED VENTED STORM DOOR AT NEW EXTERIOR DOORS �� c-NANAWALL CERO III 2-PANEL GLAZED SLIDING SYSTEM,X2R/X1L CONFIGURATION,TRIPLE IG, LOW E x2,AIR FILLED;CUSTOM'RAL'COLOR TO MATCH WINDOW EXTERIOR COLOR d-PROVIDE TEMPERED IGU IN ALL GLAZED DOORS,SIDELITES,AND HAZARD CONDITIONS SHEET 3 OF 22 STRAPPING DETAILS CONSTRUCTION NOTES NAILING SCHEDULE HODGES 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE;INCLUDING(5)10d NAILS AT SILL AND RESIDENCE 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14"20 GA. CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 410 SOUND ROAD GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GREENPORT,NY 11944 RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND LIVE LOAD: PER TABLES R301.5&R301.6 3. USE 6d NAILS @ 12"O.C. FOR EXTERIOR SHEATHING, EXCEPT USE WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ DEAD LOAD: PER R301.4 8d NAILS @ 4'O.C. FOR PERIMETER OF EACH SHEATHING SHEET TABLE 3.3b OF LATEST EDITION OF WOOD FRAME SNOW LOAD: 20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) CONSTRUCTION MANUAL(WFCM)FOR 120 MPH FASTEST WIND WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING O SPEED PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER T® CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 1ST FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP 2ND FLOOR 40 PSF 12 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECT O ROOF ROOF DECK 40 PSF 15 PSF L/360 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END . NORTH°) ASSEMBLY ROOF 20 PSF 15 PSF L/360 RIM BOARD TO RAFTER END-NAIL 2-16d EACH END TAX MAP NO.100035:1-16 FOUNDATIONS & FOOTINGS WALL FRAMING # ISSUE/REVISION DATE 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; USE GALVANIZED TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 REVISED FILING SET-ADDITION 10.28.2024 OR S.S. REINFORCING THROUGHOUT STUD TO STUD FACE-NAIL 2-16d 24" O.C. 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE HEADER TO HEADER FACE-NAIL 16d 16" O.C. CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. 3-16d PER 2x6 FLOOR 4-16d PER 2x8 ASSEMBLY FRAMING BOTTOM PLATE TO FLOOR JOIST DRAWN BY:J.LACHAPELLE 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED BAND JOIST, END JOIST,OR CHECKED BY:J.LACHAPELLE STRUCTURAL GRADE NO.2 OR BETTER,2x6 FRAMING TYP. BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN 11"x 17"SHEET 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 DRAWINGS MAYBE PRINTED NOT TO SCALE 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' FLOOR FRAMING WHERE INDICATED JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC M 4. AT HEADERS OVER 6'PROVIDE DOUBLE UPRIGHTS;AT HEADERS TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 PLUMBING RISER D I AG RA OVER 9 PROVIDE TRIPLE UPRIGHTS BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 4"CAST IRON 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED BLOCKING TO JOIST TOE-NAIL 2-8d EACH END (646)251-5058 jake@lachapellearchitecture.com J EXTENDER 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK j---------------- --- i STAIRS, ETC. LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST - ---- BATHROOM 2 7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST TUB WALL-MOUNT I RAFTERS AT MAX.8'-0", PROVIDE 2° SPACE FOR AIR TOILET �� SHOWE CIRCULATION AT ROOF BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST FLED q J 4"CAST IRON BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT �\c�'(SLAC EXTENDER ROOF SHEATHING 2ND FLOOR STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: - ____________________------i-- 1"x6" OR 1"x8" 2-8d PER RAFTER N 71, r --- 1"x10° OR WIDER 3-8d PER RAFTER BATHROOM 1 � � KITCHEN '9J, 0�3930 OQ' HOWER� WALL-MOUNT LAV i DISH WASHER CEILING SHEATHING �Or NEI'�� TOILET i SINK GYPSUM WALLBOARD COOLERS 5d 7° EDGE I 10" FIELD STANDPIPE WALL SHEATHING w"'cw°r°A[aua[Puomoum,namxx[.XmiX[im,�'ionr"�n"c"xoevw hX"soeois STRUCTURAL PANELS 8d TABLE 3.9 X[4Pp"fl[!.®COVVN°M]°]°OIACXAP¢1[°MCM"[RYX[piy°X"[CNP[G4G 1ST FLOOR FIBERBOARD PANELS REPLACE 4"HOUSE TRAP 7/16",25/32' 8d 3°EDGE 6" FIELD NAILING &STRAPPING USE PEX TYPE W ONLY LAUNDRY TO SEPTIC PARTICAL BOARD 8d TABLE 3.9 FOR WATER SUPPLY CLOTHES NEW BACKFLOW PREVENTER WASHER FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6" EDGE SHEET NO: 6" FIELD A4 STRUCTURAL PANELS >1" 10d EDGE BASEMENT 12° FIELD SHEET 4 OF 22 SCTM:1000-35.-1-16 RUNOFF VOLUME-ADDITION: RUNOFF VOLUME-NEW ACCESSORY GARAGE: H ODG ES ZONE:R-40 2"x(673+124)SF=133 CF RUNOFF 2"x 386 SF EXIST.ROOF AREA=64 CF RUNOFF CODE EXISTING PROPOSED COMMENTS REFERENCE 133 CF=995 GALLON DRY WELL,OR 64 CF=479 GALLON DRY WELL,OR RESIDENCE LOT INFORMATION: V=Tr r 2 h V=Tr r 2 h PROPOSED 386 SF 410 SOUND ROAD LOT AREA(SF) 40,000 10,772 NO CHANGE NONCONFORMING §280 ATT.3:1 133 CF=Tr x 4 x h 64 CF=Tr x 4 x h ACCESSORY GARAGE GREENPORT,NY 11944 LOT WIDTH(F 150 75 NO CHANGE NONCONFORMING h=10.6'TALL h=5.1'TALL UNDER SEPARATE FILING LOT LENGTH(FT) 175 143.41 NO CHANGE NONCONFORMING THEREFORE PROVIDE(2)4'0 x 6'TALL RINGS THEREFORE PROVIDE x 6'TALL RING EXISTING HOUSE AREA(SF) -- 868 NO CHANGE -- FRONT STOOP AREA SF -- 54 NO CHANGE -- GENERAL STORMWATER NOTES: GARAGE AREA SF -- 312 386 -- -INSTALL DRY WELLS MIN. 10'FROM HOUSE -50SF SHED REAR ADDITION SF -- 87 532 -INCLUDE LEAF AND SEDIMENT SUMP INDICATED IN 1992 TRUE SCREENED PORCH -- 0 141 SURVEY REMOVED NORTH O BACK DECK AREA SF -- 58 124 UPSTREAM OF THE DRY WELLS PREVIOUS TO THIS SHED -- 0 NO CHANGE PREVIOUSLY REMOVED ,, APPLICATION TOTAL COVERAGES 1,379 2,105 2,154 ALLOWED DEMOLISH EXISTING 0 20% 12.80% 19.54% CONFORMS §280-124 ACCESSORY GARAGE >? PROJECT / NORTH SETBACKS: UNDER SEPARATE FILING (27.52^) FRONT YARD F 35 8.1 NO CHANGE NONCONFORMING §280-124 (312 SF) / \ TAX MAP N0.1000-35:1-16 SIDE YARD F 10 13.8 NO CHANGE CONFORMS §280-124 j, / o BOTH SIDE YARDS 25 42.3 40.1 1 CONFORMS §280-124 /'" % ,' / i ����� n ISSUE/REVISION DATE REAR YARD F 35 88.2 71.3 CONFORMS §280-124 .00 REVISED FILING SET-ADDITION 10.28.2024 rl SEE DWG A16 FOR COMPLIANCE WITH AREA OF OPENINGS IN WALL OF §280-208 PYRAMID LAW ADDITION FACING GARAGE ARE IN CONFORMANCE WITH LIMITS IN BC �� `� i i \ NEW DRY TABLE 705.8 BASED ON FIRE /" ` `�ri / ag2. \ WELL UNDER SIDE YARD SETBACK SEPARATION DISTANCE / ` i '(1 \ GARAGE DRAWN BY:1.LACHAPELLE \ LEAF \ FILING CHECKED BY:J.LACHAPELLE REMOVE EXISTING �0 o g0 ENTRY PORCH(31 SF) �, ��, , SUMP \ NOTE:THIS IS AN II"x17"SHEET AND ADDITION(87 SF) 1b3' /' �� � y �� \ OS� DRAWINGS MAYBE PRINTED NOT TO SCALE 3yp NCS NEW DRY WELL \\ \ LaChapelle Architecture PLLC P.O.Box 1251 PROPOSED ADDITION \ Mattituck,NY 11952 (673 SF)&DECK(124 SF) \ � (646)251-5058 jake@lachapellearchitecture.com /.000 DRIVEWAY —�� 20' EXISTING �1 a� RESIDENCE ,/ /c /r/� r' \1 \ / ��kED ARC EXISTING FRONT 9 it \ l 1 ���� i �5 f CHA 5. (868 SF) \ �, i C� •F- s t� n CP REMAIN O(54 SO �S5 \ �EMOVE ISTING Zy \ y\ I CKD 58spTOO ( _ 2 \ / APPROX. LOC. (P TRUE �� / EXISTING 0330 O / ��• \ � � SIDE YARD SETBACK '9T A NORTH �/� /, LEACHING RING F OF t4 ALLOWABLE GROSS SQUARE FOOTAGE CALCULATION: ppppppN�p�Np,°wN�pNppe�pN° rtpppNw °,upn,nu Ciw[v4s p[mupt[55 pv W NRN wTK vgal[Cf f pp wgCN rt C PPIPNR[p e 2,100 SF ALLOWED+12.5% OF(10,772 SF-10,000 SF) =2,196.5 SF ALLOWED � �„ °N� PROJECT \ NORTH SCTM:1000-35.-1-16 ZONE: R-40 (27.52°) \/ �N3gz CODE PROPOSED COMMENTS / SITE PLAN DIMENSIONAL DATA IS OBTAINED FROM SURVEY BY PJM GROSS SQUARE FOOTAGE: LAND SURVEYING,PLLC DATED 10/18/2023,WITH OVERLAY EXISTING 1st FLOOR(GSF) -- 868 /'� , p,0 EXISTING 2nd FLOOR(GSF -- 670 OF PROPOSED WORK BY LACHAPELLE ARCHITECTURE PLLC. S62o 2� ADDITION 1st FLOOR(GSF) 532 CEILING HEIGHT< 15' SHEET NO- 1 SITE PLAN 11 / TOTAL COVERAGE GSF 2,196.5 2,070 CONFORMS§280-207 SCALE: 1/16 = 1 -0 A5 SHEET 5 OF 22 HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 r-----------------------------� I j I I I OI I TRUE DEMOLISH PARTITION AND MILLWORK 25'-5" i NPROJECT TH. O TAX MAP NO.1000-35.1-16 L------------------- ----------J # ISSUE/REVISION DATE I _ 1 DEMOLISH EXISTING '—'—'—•—.—'T' '-----•— -----'—' .00 REVISED FILING SET-ADDITION 10.28.2024 GARAGE UNDER r----J 1 ---------------------� SEPARATE FILING I j EXISTING CONCRETE BLOCK FOUNDATION I DEMOLISH CONCRETE DRAWN BY:J.LACHAPELLE WALL AT ENTRY — — —'—�—'— ���' —'—"_.--- — ��G �� G BLOCK FOUNDATION CHECKED BY:J.LACHAPELLE 11-711 WALL AND FOOTING AT NOTE:THIS IS AN il"z 17"SHEET --�_ _ j i '— ��� _ _ _ EXISTING OPENING EXISTING CRAWL SPACE I NO DRIVING ZONE DRAWINGS MAY BE PRINTED NOT TO SCALE —I '1 TO CRAWLSPACE I ABOVE EXISTING • I UP 1 REMOVE HOT WATER r--------- SEPTIC LINE AND LaChapelle Architecture PLLC 1 HEATER, FURNACE,FUEL CESSPOOLS P.O.Box 1251 — — — — — — — —•— —•—•— —•—•—•—• I 1 LINES, PIPING, FLUES I Mattituck,NY 11952 r EXIST.2x4 j UNFINISHED — — — — — — — — — — — — —I— — — — — — — _ — — _ — — (646)251-5058 jake@lachapellearchitecture.com JOISTS @ 16"O.C.j BASEMENT UNDERSIDE JOISTS BRACE FLOORS, i LOCATE SEPTIC LINE WITH HAND-DUG FZED A/� 1 REMOVE BRICK FLUE I TEST HOLES,SO AS TO AVOID —•----— — —'—'— — —'—' DAMAGE DURING EXCAVATION: BRACE STRUCTURE, I MAP SEPTIC LINE AND CESSPOOLS ON r SAWCUT OPENING FOR NEW i SITE PLAN AND SUBMIT TO OWNER OPENING TO CRAWSPACE I I FOR RECORD PRIOR TO EXISTING(2)2x8 BEAM i COMMENCEMENT OF EXCAVATION I L---------------------- ---� 9 0339� EXISTING(3)2x8 GIRDER TFOF NE`�� EXISTING CONCRETE BLOCK FOUNDATION EXCAVATE FOR SAWCUT OPENING FOR ADDITION LARGER WINDOW; EXCAVATE FOR .N C11rt0.""CNFYGR4i"W>rot],"Nu cYIA[HV[u[ WINDOW WELL r"n,roomox ro"m v"arc.ermxwvunon ronrowmo.ar.,m rna.neY i¢avunre.onv�rmm�r':ov ucwiu>de eec�`runii acxrtccruer vuc TRUE NORTH EXISTING (27,52') BASEMENT PLAN EXISTING WALL TO REMAIN O JECT SHEET NO: PRO OEXISTING BASEMENT PLAN DEMOLISH WALL 00M NORTH /� SCALE: 1/8" = T-0" A SHEET 6 OF 22 HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 T pdp�/plppp 0 UE DEMOLISH DEMOLISH EXISTING NORTH O EXISTING FLUE BATHROOM FIXTURES AND FINISHES „ PROJECT O 251-51' 10'4" {i NORTH n (27.52-) n TAX MAP NO.100035:146 ♦1 i L�-I � r---------------i # 155UE/REVISION DATE 1 7' - BATH 1 I I ( I , , DEMOLISH EXISTING - 1:1 d ---mod GARAGE UNDER oo REVISEDFlUNGSEf-ADDITION 10.28.2024 BEDROOM 1 ( 1 `' ; " (�I -+ 1-- DEMOLISH EXISTING 1 I, . { � �- �' , 7 j _I�t SEPARATE FILING STAIR: {_ DECK AND ADDITION 4R @ 74' i III I :f f I 1 I j J 11 ' ;lI 1 1 I_j LAUNDRY 1'J° - -!i�-*-11_j-�-, -- i 1�=��-i-1- -I-7�-i-i�-I --I- DRAWN BY.J.LACHAPELLE [Eq 3T @ 9'. _I d�� CHECKED BY:J.LACHAPELLE DN -- ;-=COA _ I_ _ L1- I 1 I,III t NOTE:THIS IS AN11"x17"SHEET -" _ _ I 1 j I f j 1 I I I DEMOLISH HALL TILE DRAWINGS MAY BE PRINTED NOT TO SCALE =UP- STAIR: — KITCHEN DEMOLISH INTERIOR __ i !_L{., 1 a PARTITIONS AS LaChapelle Architecture PLLC 13T @ 102[[ _- I I , I_ I I { i t �ioi P.O.Box 1251 _ - INDICATED 1 lul Mattituck,NY 11952 --------- DEMOLISH EXISTING LIVING i ; l;; l� `111,� KITCHEN CABINETS, (646)251 5058 jake@lachapellearchitecture.com Cl) ==_ _ = _ _ __-_ == I TILE,FINISHES DEMOLISH EXISTING DECK C H&" _ e PROTECT EXISTING CHIMNEY _ _ ' ` _ � �� t REMOVE EXISTING BRACE STRUCTURE PRIOR TO FIREPLACE AND HEARTH REMOVING LOAD—BEARING WALLS; 9TF °339313 y0 COORDINATE WITH INSTALLATION OF NEB REMOVE(2)EXISTING BAY OF NEW BEAMS WINDOWS i�'nchrtecY�i,eiv[�H[""mxawssci[mmn�xeni'Hx[ noPmnai ucxwn[Lrs OS<N[ax0 cxnx"p,LLlER4iroxy ON D[tn9 x4M4YBCM40[[XC[Pi[YLACPNN[LL[ CXHFCNRI PYLix[s"RAWw"xNYHCi[[ EO[Y"in[A P4glrta 1IN10ixW iHW[ttq i"Hm[FIO�YX6 PHG[tt NvmN[q P4Ri�OgPipx CVMPL[fNlx"iilps Prtol[tt BY PA WRN01"lx[Wxl[l[H WHS L[CIWELLL4xCNrt[cnIREPu4 O C"PYRWMaO]HL[cWUFY[ ttux[Plle TRUE EXISTING NORTH (27,52') FIRST FLOOR PLAN EXISTING WALL TO REMAIN O JECT SHEET NO: PRO OEXISTING FIRST FLOOR PLAN DEMOLISH WALL PZV053 NORTH /\ SCALE: 1/8" = T-0" A SHEET 7 OF 22 HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 r------------------------------------------------� I I I I I I ' I I I I I I � I ' NOTH 1 I j I I O 2 PROJECT rj[-5[l j i NORTH I I (27.52-) I I I I TAX MAP NO.100035:1-16 I I I ! III p L------------------------------ -----------------J # ISSUE/REVISION DATE (7 j f DEMOLISH EXISTING DEMOLISH EXISTING ,00 REVISED FILING SET-ADDITION 10.28.2024 IVI ! jI BATHROOM FIXTURES GARAGE UNDER BEDROOM 21 ANN, � �1'� AND FINISHES SEPARATE FILING I i1 a ilei DRAWN BY:J.LACHAPELLE iiillil�, ,trq,. CHECKED BY:J.LACHAPELLE --_—.- r_---_- -_-- _ --- - NOTE:THIS IS AN 11"x 17"SHEET -A'L DRAWINGS MAYBE PRINTED NOT TO SCALE - ATTIC REMOVE EXISTING SKYLIGHT LaChapelle Architecture PLLC P.O.Box 1251 I I I Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com '1rlT�,,ll;�,Irlli11 u� IIII i� I \` BEDROOM 3 ( lol REMOVE CLOSET WALL ! ;I;il ! ! I !i FtED ARC 'Si !I. i Illlllllii� It ,j ! it � �I� I • - � � , '�' I '1 DEMOLISH EXISTING FLUE 9�' oaas'� y� MCNR[<[UN[RnWR[ROFgplLSf ul [gTN gIW�jIKM If6 Puv�N[p0 oamManpcwwa[s.urwrrone.onol[Wipes°HO1wnreein�p[eNc[r,n[unnv¢l[[ NK pR[CNN[PLLC.iNtf pgnWAOWYNmp[pCN Bvp[M@ PNRRd iCgplx[q Pgm[ttN, Rp pRNIN�TCT1Cs vNpl[tt pYprx[q PNRD�d1�cpvL[IICNmrlp¢PgCllttpY �O wMiPMWWrI[N4CXnMlI¢ANM ICNN[PLLCXR[CNN¢IllL TRUE EXISTING NORTH (27.52°) SECOND FLOOR PLAN EXISTING WALL TO REMAIN O 0 SHEET N0: PROJECT OEXISTING SECOND FLOOR PLAN DEMOLISH WALL E7M.7� NORTH SCALE: 1/8" = T-011 F—% SHEET 8 OF 22 MECHANICAL ENERGY CODE COMPLIANCE H D DG ES 1. PROVIDE(2))DUCTED HEAT PUMP SYSTEMS,SIZING TO BE CONFIRMED U-FACTOR/R=VALUE RESIDENCE BY MECHANICAL INSTALLER. ID ASSEMBLY ECCNYS PROPOSED 410 SOUND ROAD PROVIDE QUOTATION FOR 3 TON GREENPORT,NY 11944 HEAT PUMP AIR HANDLER AT 1 EXIST.4"EXTERIOR PARTITION 3.5"MINERAL WOOL WHERE EXPOSED 14 BASEMENT CONNECTED TO 3 TON 2 NEW 6"EXTERIOR PARTITION 2"SPRAY FOAM+3.5"MINERAL WOOL 20 29'(PASS) CONDENSER AT SOUTH SIDE OF HOUSE,2.5 TON HEAT PUMP AIR 3 NEW 4"INTERIOR PARTITION SOUNDBATT MINERAL WOOL AS INDICATED HANDLER AT ATTIC STORAGE AT HYBRID HEAT PUMP HOT WATER O SECOND FLOOR CONNECTED TO 2.5 HEATER,VENTED TO BASEMENT - CRAWL SPACE WALL 2"XPS RIGID FOAM 10 10(PASS) TRUE TON CONDENSER AT SOUTH SIDE INSTALL FRAMING AND - EXIST. ROOF 5.5"MINERAL WOOL WHERE EXPOSED 22 NORTH OF HOUSE.PROVIDE ALL PLYWOOD SUBFLOOR AT ACCESSORIES,INCLUDING COPPER AREA OF FLUE REMOVAL - NEW ROOF 7.5"SPRAY FOAM 49 52(PASS) LINESETS, DUCTING,DAMPERS, PROJECT O INSULATION,CONDENSATE 5-5t� PROVIDE BENTONITE WATERSTOP IN CONTINUOUS NORTH PUMPING,COMMISSIONING'ETC. © © STRIP BETWEEN EXISTING AND NEW CONCRETE,TYP.; 'BENTOSWELL'BY OCM OR SIM.;DOWEL PER DETAIL TAX MAPN0.100035:1.16 2. PROVIDE MANUAL J AND S NEW 3 2'STEEL EXISTING OPENING TO # ISSUE/REVISION DATE CALCULATIONS. LALLY COLUMN; CRAWLSPACE; NEW HEADER COORDINATE WITH 1 PROVIDE(1)ACCESS HATCH •—�—o—•—•—•—• .00 REVISED FILING SET.ADDITION 10.28.2024 3. PROVIDE 13 CF PER MINUTE BEAM LOAD ABOVE; -'-'- - - - j'-' - -8"CIP FOUND_TYP_;SEE A23&A24 TO CRAWL SPACE UNDER MECHANICAL EXHAUST SAWCUT SLAB FOR ;' j ---- -----=--= -====-'-=-=----- ---==- :• : . SCREENED PORCH NEW 24"x24"xl2" i 1 VENTILATION FOR CRAWLSPACE IN 1 r r-r-r 7-r r--r T,--r-- I --r--- - - ---; I 2x8 JOISTS 16 O.C. I I I 1 @ CONFORMANCE w/R408(1 CF/50SF), REINFORCED -'-'- -'- - 1 l i i i i i l CONCRETE i i 1 1 1 1 1 i 1 1 10 x10 CONCRETE PIER ON 7 IN LIEU OF PERIMETER VENTS 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I III 24"x24"xl2"SQ.FOOTING DRAWN BY:J.LACHAPELLE FOOTING j I I I I I I I I I- I I I• I I I I I I I I I 1 TYP.;REINFORCE PER A24 CHECKED BY.1.LACHAPELLE4.PROVIDE MAKE-UP VENTILATION AIR DETAILS 01 AT KITCHEN. I ( I I 116,- ( I I I I I 1 111'�6"I 2.OEMICROLLAM14"x111" DRAWNGS NOTE:THIS ISAYBE PRINTED EETTOSCALE 1 1 1 1 I I I 1 r l 1 1 1 1 1 I; I I' LVL BY WEYERHAEUSER • � � UP -� - -t-i--f-�-�3 ; -I _ssm ' _ LaChapelle Architecture PLLC q----------= SEE A24 FOR VAPOR P.O.BOX 1251 ._._._._o_._._._._._._._._._._._._. c%�Iv . BARRIER ARRIE R AT TCRAWLSPACEC,1 Matttuck,NY 11952 _m FLOOR AND OTHER DETAILSEXIST.2x4 -L _— J_ L I L _ (646)251-5058 fake@lachapellear chitecture.com JOISTS @ 16"O.C. BASEMENT 1 I 1 1 1 1 1 1 1 i 1 I h 1 b PROTECT EXISTING N _,_•_ 1 1 SAE I I I I I I 'I ' T' I PERIMETER VENTS AT ch 1 I I I I I )__� 1 1 1 1 1 -- _ Ij Zm UNDERSIDE JOISTS 1 1 1 I I II I 1 I 1 1 �I 1 2x8 JOISTS @ 16"O.C. ENTRY CRAWLSPACE 1 -r-I-r-r-r�-r T-r-r�--r-I --------JI I I 1 I � II I I I I I I' W ._._._._._._._. �'-5 " I I 19'1611I I I 'I - lI 1F DgRC 1 I 1 j ---- 11 , 2x8 LEDGER 5 y •a I I I 1191-01" 1 r ---11 I 2x8 P.T.JOISTS @ 16"O.C. [_ a I I I I I I I 1_ I I I I I !I - I ----- 1 I 1 I I I Cp I I I I I I - -�I (2)2x10 P.T.BEAM ON ' C� I I I I I I I loot 1 1 I I II „ :I I ..... I I I 17 I I I 1 I I I I I' ------- --1" 6X6 P.T.POSTS B 1 7-- ----T-4--r----17---7---r---T---7----r---7---7- 1 I------- REINFORCE ----- J1 I 1 i SEE A25 FOR DECK DETAILS , REINFORCE AT BASEMENT COLUMN FOR I 1 �_�______ �-_--- _�----- ------ NEW _ __-____= N I' HEARTH AND FIREPLACE STOVE -J 8' CIP FOUND.TYP.;SEE A23&A24 7-74 �� G 0�� INSTALL WINDOW AND ACCESS WELL IN 20' 1" 7'4111 OF CONFORMANCE WITH EMERGENCY 27'-112' ESCAPE AND RESCUE OPENING REPLACE EXISTING HOUSE REQUIREMENTS R310;SEE DETAIL 1/A25 TRAP;SUPPORT OR REPLACE SEE 1/A23&2/A24 FOR PROVIDE 13 CF PER MINUTE ,,,„ PLUMBING AND ELECTRIC FOR NEW EXIST.PIPE TO SETTLING COLUMNS MECHANICAL EXHAUST VENTILATION m" „K. RING(S)IN REAR YARD NEW OPENING TO FOR CRAWLSPACE IN CONFORMANCE ,,,,,��„°,��.,� WASHER&DRYER;VENT TO GRADE w/R408 lCF/50SF IN LIEU OF TRUE FLOOR ASSEMBLY HEADER NEW ( )' NEW HEADER PERIMETER VENTS NORTH CANTILEVERED OVER (27.520) BASEMENT FOUNDATION TO ACCOUNT FOR �F FIRE EXTINGUISHER PLAN THICKNESS OF FOUNDATION WATER DETECTOR INSULATION;SEE DETAIL 21A23- OW ALIGN NEW FOUNDATION SMOKE+CARBON MONOXIDE DETECTOR EXISTING WALL TO REMAIN O PROJECT JECT SHEET NO: NEW BASEMENT PLAN ACCORDINGLY Sc /� 1 DEMOLISH WALL �lGllll� NORTH SCALE: 1/8" - �y 1�-�" SMOKE AND CO DETECTORS SHALL COMPLY WITH UL 268,7th ADDITION SHEET 9 OF 22 FIREPLACE STOVE NOTE: SEE A9 FOR PARTITION TYPES H ODG ES 1. PRIOR TO USE INSTALLING CONTRACTOR SHALL EXECUTE(5)BREAK-IN FIRES IN NEW FIREPLACE TO' RESIDENCE AVOID DAMAGE TO FINISHES AND SOAPSTONE HEAT-RETENTION STONES.IF NOT PERFORMED 410 SOUND ROAD CONTRACTOR SHALL REPLACE AND INSTALL NEW GREENPORT,NY 11944 FIREPLACE AT THEIR OWN EXPENSE. HEARTHSTONE BARI FIREPLACES AVAILABLE THROUGH COZY CABIN STOVE&FIREPLACE,WARRENSBURG,NY (518)623-4349 NEW WOOD PLANK CLERESTORY WINDOW ABOVE; ® O TRUE REPAIR EXISTING STAIR: FLOOR AT BATH 1 SEE ELEVATION NORTH -REPLACE TREADS AS NEEDED,STRIP AND RESTAIN � -PROVIDE NEW ARCHITECTURAL RAILING(10)e"IRON 52-g 11'-7" BALUSTERS#9092R AND WHITE OAK HANDRAIL#6084 25'-5" 15'-9" PROJECT ORTH O 2'-9" EQ. EQ. EQ. EQ. BLUESTONE PATIO BY c27.52') BY JMP WOOD, BROOKLYN, NY (718)303-7777 6=5 12-6 6-6 6-9 6-3 E E OTHERS TAX MAP N0.1000.35:1-16 _ H ISSUE/REVISION DATE —f� J -lao <O _ - ---f— .00 REVISED FILING SET-ADDITION 10.28.2024 N =i ATH 1 I H SCREENED OPENINGS STAIR: BEDROOM 1 - ---o------o----�--- _ _ _ 12R @ 84' (141 EENEDP w —co i 5o 'n 13T @ 10i" 11'-114" N LIBRARY( DRAWN BY:J.LACHAPELLE b —o CAT H� 'r s�--ZING_�_ 'r CHECKED BY.,J.LACHAPELLE COATS DN 7P�1u- co 7'- 0"CtcLING b J \ LLI NOTE:THIS IS AN11'x17"SHEET �rjl� 2 19'-7" 10 1-0' DRAWINGS MAY BE PRINTED NOT TO SCALE iv 1 UP 11 w �N M LaCh ape lle Architecture PLLC P.O.Box 1251 iP -T--- 9P�ii 7'-4" = Mattituck,NY 11952 NEW WOOD C _ 24-5 - BB MIS' o (646)251-5058 jake@lachapellearchitecture.com FLOORING DECK CUSTOM SCREENED IN ENTRY `�° KI CHEN `�' `-N DOUBLE DOORS D 12 BB - --- --- --- o BB � � - --- — STEP LIGHTS;SEE A13 FOR �v '� ° �� n ---- r SWITCHING -{ C C BB 54"x 46"TILED HEARTH SET ON 4" 0 1 ' ' ,I THICK CONCRETE;COORDINATE ALIGN N SHIELDING WITH FLOORING MFR. Q� Q� 0� -7 o BARI FIREPLACE STOVE MODEL#8171 BY 6'-11" 11'-81" 6'-21" 10'-31" —�� 10'-31" 7'-41" OF NE`N O HEARTHSTONE;PROVIDE DOUBLE-WALL 24t- 111 4 2 27'-111 2 2 CONNECTOR FLUE PIPE 2 UPGRADE ELECTRIC SERVICE NEW HARDWOOD PLANTER METER&PANEL TO 200 AMP A°DrtIWriO'iiCfP�Ymi°M.1T"°ie(°Sro°T°i"[n Pu""5 Wa°T¢°P2°i[°i4 FLOORING THROUGHOUT HOUSE TRUE NEW mm� NEW 2.0E MICROLLAM 7"x 14" NORTH LVL BY WEYERHAEUSER; BEAR (27.52°) FIRST FLOOR SEE A13 FOR SMOKE AND CO DETECTION ON 6x4 POSTS TO PLAN SEE Al FOR DETAILED PLAN OF KITCHEN, LIBRARY/SCREENED PORCH,AND,BATH 1 FOUNDATION&LALLY COLUMN SHEET N0: PROJECT A10 O1 NEW FIRST FLOOR PLAN NORTH SCALE: 1/8" = T-0" SHEET 10 OF 22 SEE A9 FOR PARTITION TYPES HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 NEW WOOD PLANK FLOOR AT BATH 2 OVAL SOAKING TUB& FILLERTRUE L NEW FIXTURES&FINISHES NORTH 53-6THROUGHOUT BATH 2 25'-5" 28'-1" PROJECT NORTH 10'-71[[ 4'-2" 1 10'-71[[ c27.52°> TAX MAP N0.1000-35:1-16 �IIIIIII �II I l I I3II; III' o v C.G. O M # ISSUE/REVISION DATE n , SLOPEI1 T411 III .00 REVISED FILING SET-ADDITION 10.28.2024 BE ROOM 2 I (h41 SF) III I III I BATH 2 III!Ililllll!II'7[_$[I IIII ®(106 SF) �I"'q 17 IIII DRAWN BY:J.LACHAPELLE ,I;I 1111111 8:12 SLOPE CV CHECKED BY:J.LACHAPELLE DN = = 3 ' "_ ° Hill NOTE:THIS IS AN II"x17"SHEET `� I I N DRAWINGS MAY BE PRINTED NOT TO SCALE III 'II I i II..I I it III III II II111 11 1111 Mill 11111 1111 11 1111 11 111111 111111 111111 111111 IMN� III I r, 14 I ) 11118 III 19 I M LaChapelle Architecture PLLC - I, I I I I P.O.Box 1251 IJ- I I ( i I d Mattituck,NY 11952 ake@lacha(646)251-5058 jake@lachapellearchitecture.com �,�����,�� _�;�-�- I I I I. , I I I 11.I I I,I � � � .I I•I , 1 1 1 I I P G. 311 BEDROOM 3 - S OPE-'-�;, II I I'(214 SF) PROVIDE CLOSET SHELVING& Il=rl'j II I' ' I- PATIO RODS PER OWNER I ; L III' I (320 SF).. _ °3 - 0[[ { sy _ _ I I - �,��REDH RCy/ n� illll IIII III. .�. IIIIII I IL I I I _ 40 13'-0Z' 8[_62 24'-92[' 19'-112' 8'-12' `�' OF NEB 72 53'-6" NEW PLANK WOOD FLOORING NEW FULLY GLAZED [C[ia°WNCM"O[P[P°rc°6 Mr EOM[°Hdv°4PLl[RP ....xSMnYB[MMG dC[rt[Yln[HVOL[ THROUGHOUT ALUMINUM DOORS w/ ��[�.Y�°.�Y..[,[�m..°,�[•�°,[°^°[.w[�[°A SCREEN DOOR 36"TALL S.S.AIRCRAFT TRUE NEW CABLE RAILING WITH WOOD NORTH SECOND FLOOR TOP RAIL TO MATCH DECK (27.52°) PLAN SEE A14 FOR SMOKE AND CO DETECTION MATERIAL BELOW SEE Al FOR DETAILED PLAN OF BATH 2 SHEET NO: PROJECT T NEW SECOND FLOOR PLAN NORTH All SCALE: 1/8" = 1'-0" SHEET 11 OF 22 HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 TRUE O REMOVE EXISTING FLUE AND SKYLITE; REPAIR FRAMING,SCREW&GLUE ® 4 SHEATHING,APPLY ICE&WATER CONT.(2)2.0E MICROLLAM 14"x 94"LVL SHIELD,INSTALL ASPHALT SHINGLES IN BY WEYERHAEUSER AT LIBRARY EAVES NORTH T O THIS AREA TO MATCH EXISTING c27.52'> 2x10 RAFTERS @ 24"O.C. PROTECT EXISTING FROM BEAM OVER NOOK TO RIDGE TAX MAP NO.100035.-1-16 ASPHALT SHINGLE ROOF BEAM:2x4 FRAMING,GLUED& SCREWED q'PLYWOOD SHEATHING; n ISSUE/REVISION DATE SEE DETAIL .00 REVISED FILING SET-ADDITION 10.28.2024 I I I I I I I I I I I I I I I I I I I I I III 54'X 51"PARALLAM PSL POST I I I I I I I I I I I I I I I BY WEYERHAEUSER AT END OF I I I I I I I I I I I I I RIDGE BEAM, EAVE BEAMS DRAWN BY:J.LACHAPELLE I I I I I I I l l l l l l ICI CHECKED BY:J.LACHAPELLE I I I I I I I I I I I I i III RIDGE BEAM:2.0E NOTE:THIS ISAN:U"x17^SHEET MICROLLAM 31'x 16"LVL BY DRAWINGS MAYBE PRINTED NOT TO SCALE I I I I I I I I I I I I I III 2 WEYERHAEUSER -- ---ram I LaChapelle Architecture PLLC I I I I I I I I I I I I I I I I I I I 'I P.O.Box1251 Mattituck,NY 11952 I I I I I I I I I I I I I I I I I I Jill (646)251-5058 jake@lachapellearchitecture.com I I I I I I I I I I I I I I I I I I III CONT.(2)2.0E MICROLLAM 14"x I I I I I 1817RT BLIOPEI I I I I I I 1 i 1 �„ I I I I I I I I I I I I I I I I I I I i I 94 LVL BY WEYERHAEUSER AT I I I I I I I I I I I I I I I I I I I i I EAVE ' Illllllllllllllllllil I I I I I I I I I I I I I I I I I I I I S-�EREO qR IIIIIIIIIIIIIIIIIIIIiI C I I I I I I I I I I I I I I I I I I III (2)2.0E MICROLLAM 11"x 114'LVL �G PEE uacygA j" 111 ' III III III III IIIF-IIII--IFII—IhII-IIIh-IIIh hIII -hIII-IIIF III III ' BY WEYERHAEUSER w/1"x 10" STEEL FLITCH PLATE -A 101-011 OF N ENN FLUSH MOUNT 2.0E MICROLLAM 321"x 114'LVL BY WEYERHAEUSER 2x8 RAFTERS @ 12"O.C. iM OX4WIX0 WYNOiX YOmOi PAXfrt4 PDXOix"1 PXa[n; NFOOnu001I1oX}Olp9 PXol[Cl BYOMWI�mM IOX COxwlXllpX 011IOf PXN[tTOf 2.0E MICROLLAM 11"x 11!"LVL BY o wsmnrX xm•ucxXPeui urcimernu ruc WEYERHAEUSER AT WINDOW TRUE NEW NORTH (27,52') ROOF FRAMING PLAN SHEET NO: PROJECT 1 NEW ROOF FRAMING PLAN O NEW ROOF FRAMING PLAN NORTH Al2 SCALE: 1/8" = 1'-0" SCALE1/8" = 1'-0" SHEET 12 OF 22 HODGES RESIDENCE 410 SOUND ROAD GREENPORT,NY 11944 REMOVE FLUE r- PROTECT EXISTING — — — — --- — ASPHALT SHINGLE ROOF —— — --— — — — — NORTH O EXISTING CEILING --— -- — EL. +18'63/4" — - - - — — — — — - - - - - - - - - - - _ — — — — — — --- �� to SCRAPE AND PAINT — — — — PROTECT EXISTING �P,®H O EXTERIOR ACCESSORIES — —--— — — --— — CHIMNEY; REPOINT AS (27.52') SECOND FLOOR — — Ed NEEDED TAX MAP NO.100035:1-16 EL. +8'-7" 9"FLOOR ASS = _—- — EXISTING CEILING - - - - - - - - - - - - - - - - - - - - — _-_ ADDITION AT REAR # ISSUE/REVISION DATE EL. +7,-10" - - - - - - - - - - - - - - - - - - - - — OF HOUSE .00 REVISED FILING SET-ADDITION 10.2S.2024 PAINT ALL EXISTING \ ; EXTERIOR TRIM;COLOR = _ PER OWNER OL FIRST FLOOR = _ 1 - - - - - - - - - - - - - - - - - - - DRAWN BY:J.LACHAPELLE CHECKED BY:1.LACHAPELLE STRIP AND REPAINT EXISTING CEDAR REPAIR EXISTING DECKAND NOTE:THIS IS AN 11"x 17"SHEET OWEST ELEVATION SHINGLE SIDING PER OWNER'S RAILING AS NEEDED DRAWINGS MAYBE PRINTED NOT TO SCALE 1 SCALE: 1/8" = T-O" SAMPLE(BLUE OR SIM.);REPLACE SHINGLES AS NECESSARY LaChapelle Architecture PLLC P.O.Box 1251 STRIP AND REPAINT EXISTING Mattituck,NY 11952 CEDAR SHINGLE SIDING PER (646)251-5058 jake@lachapellearchitecture.com RESTORE OR REPLACE OWNER'S SAMPLE(BLUE OR DETERIORATED WINDOW; SIM.);REPLACE SHINGLES AS REPLACE SIDING,SHEATHING, NECESSARY NEW ASPHALT SHINGLE ,(�FtED'gRC AND FRAMING AFFECTED BY ROT AS NEEDED ROOF,COLOR TO MATCH \5 LACHgA� t;=;f EXISTING;GAF UHD OR SIM. <<� C� EXISTING CEILING f' EL. +16'-6 3/4" — — — — — — — — — — _ ;— — — — — — —--_ - - - - - - - 36"TALL S.S. AIRCRAFT CABLE Y , RAILING WITH J' �- ,;_ — — — WOOD TOP RAIL o SECOND FLOOR — TO MATCH DECK EL. +8'-7" 9"FLOOR Ass r;; —_ MATERIAL BELOW EXISTING CEILING - - =='-" - EL. +7'-10° ., ��:L:- - - - - - - - -, ;;;, - _ ,. USE ACCOYA'TOASTED'SHOU SUGI BAN FOR ALL EXTERIOR YL°allMt°N°[LtipW WYBC WD[IX°[IIOY4°NiY¢CC -1�, .vaoYigf�ltnTO Y""iRW[C'IBY°M[9 Yul"s.d1l°Rrol4L[II°N°liK1 FNWCtiC°!Y"' TRIM AT ADDITION �q , WEST&SOUTH FIRST FLOOR ELEVATIONS EL. +0%-0" - - - - — - - - - - - - - - - - - - - - - - - - - - - - STRIP AND REPAINT EXISTING ACCOYA'TOASTED'SHOU SUGI BAN 21"VERTICAL SHEET NO: OSOUTH ELEVATION CEDAR SHINGLE SIDING PER SIDING,AVAILABLE FROM PIONEER MILLWORKS, OWNER'S SAMPLE(BLUE OR SIM.); FARMINGTON, NY(565)924-9970; USE SAME A15 SCALE: 1/8" = T-O" REPLACE SHINGLES AS NECESSARY MATERIAL FOR ALL EXTERIOR TRIM AT ADDITION SHEET 13 OF 22 REMOVE EXISTING FLUE AND SKYLITE; REPAIR HODGES FRAMING,SCREW&GLUE SHEATHING,APPLY RESIDENCE ICE&WATER SHIELD(PROVIDE POSITIVE PROTECT EXISTING \ OVERLAPS AT ALL INTERFACES w/EXISTING 410 SOUND ROAD ASPHALT SHINGLE ROOF \ UNDERLAYMENT),INSTALL ASPHALT SHINGLES IN GREENPORT,NY 11944 SKY PLANE THIS AREA TO MATCH EXISTING SIDE YARD _ ` SKY PLANE SETBACK PAINT ALL EXISTING EXTERIOR - - - = - - - �\ RIM;COLOR PER OWNER TRUE H O EXISTING CEILING ,� I - - - - - - - i l �\ SIDE YARD EL. +16'63/4" -��- - - - - - � - - - - - SETBACK i 36"TALL S.S.AIRCRAFT PROJECT O CABLE RAILING WITH WOOD I ` EXISTING GARAGE NORTH') SECOND FLOOR TOP RAIL TO MATCH DECKlld i p I `� REMOVED MA�ERIAL BELOW I ,' \ TAX MAP NO.100035;1-16 EL. +6'-7� "FLOOR ASS i l __ \ # ISSUE/REVISION DATE EXISTING CEILING - - - - - - - I EL. T_10" — - — — — — — — i — — — — — — — — ACCOYA'TOASTED'SfIOU SUGI BAN j I STRIP AND REPAINT EXISTING .00 REVISED FILING SET-ADDITION 10.28.2024 22'VERTICAL SIDING,AVAILABLE ♦ i I CEDAR SHINGLE SIDING PER FROM PIONEEk MILLWORKS, i l I OWNER'S SAMPLE(BLUE OR I FARMINGTON,NYI(585)924-9970; j I SIM.);REPLACE SHINGLES AS FIRST FLOOR USE SAME MATERIAL FOR ALL _ I I NECESSARY Ir EL. 0'-0" -EXTERIOR TRI AT ADDITION DRAWN BY:J.LACHAPELLE — — — — — — - -- - CHECKED BY:J.LACHAPELLE I DECK STAIRS USE ACCOYA'TOASTED'SHOU SUGI BAN NOTE:THIS IS AN 11"x 17"SHEET OEAST ELEVATION 'CERO'SLIDING GLASS FOR ALL EXTERIOR TRIM AT ADDITION DRAWINGS MAY BE PRINTED NOT TO SCALE 1 SCALE: 1/8" = T-O" DOORS BY NANAWALL LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com NEW ASPHALT SHINGLE ROOF, STRIP AND REPAINT EXISTING �RED A& COLOR TO MATCH EXISTING; CEDAR SHINGLE SIDING PER PAINT ALL EXISTING GAF UHD OR SIM. OWNER'S SAMPLE(BLUE OR SIM.); EXTERIOR TRIM;COLOR REPLACE SHINGLES AS NECESSARY PER OWNER --- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING CEILING EL. +16'-6 3MI SECOND FLOOR EL. +6'-7" 9"FLOORASSY ALIGN - - - - - - - - - - - - - - - - - - - - - - EXISTING CEILING - - - - - - - - - - - - EL. +7'-10" *�°xmxnn.xwn,�.rt°r°°�M ,asaow„muex.n„ _ wanussmrmnxm.ne�c«wnMwcxnnvnerua°n ♦ � ninninnocx'a�wn.urzvrron:.ox°nnnmrnnrer ea°r aarterunwruc USE ACC YA'TOASTED' oixm:uma�wm'ropORurr"irz'rw°A1mrr"excrosunm uc.un,�°cxnxrnmnw o rosrnmmme ucxnnuc urcxrtmeu sue SHOU SUG I BAN FOR ALL EXTERIOR TRIf 4 AT ADDITION EAST& NORTH - - - - - - - - - - - - - - - _ FIRST FLOOR ELEVATIONS 021 INSECT SCREEN ACCOYA'TOASTED'SHOU SUGI BAN 22'VERTICAL STRIP AND REPAINT EXISTING CEDAR SHEET NO: ONORTH ELEVATION ACCOYA'TOASTED' SIDING,AVAILABLE FROM PIONEER MILLWORKS, SHINGLE SIDING PER OWNER'S A16 SHOU SUGI BAN FARMINGTON, NY(585)924-9970;USE SAME SAMPLE(BLUE OR SIM.); REPLACE SCALE: 1/8�� = 1�-��� INFILL PANEL,TYP. MATERIAL FOR ALL EXTERIOR TRIM AT ADDITION SHINGLES AS NECESSARY SHEET 14 OF 22 USE'VALLEYVENT'CURROGATED NAILERS HODGES BY DCI PRODUCTS AT ALL VALLEYS, EAVES,DORMERS,ETC.ACCOMPANIED BY RESIDENCE FURRING ELSEWEHERE,IN ORDER TO 410 SOUND ROAD ALLOW LATERAL AIR MOVEMENT TO GREENPORT,NY 11944 AREAS OF THE ROOF NOT SERVICED BY THE 2'AIR GAP GRACE ICE&WATER AT ENTIRETY OF PITCHED ROOF;SEE DETAILS 2x10 RAFTERS,72'CLOSED-CELL TRUEN O SPRAY FOAM(R52),2 AIR GAP; SEE DETAILS ® q PROJECT O NORTH (27.52°) TAPERED P.T.2x SLEEPERS ASSEMBLED WITH HARDWOOD ROOF DECKING IN TAX MAP NO.1000-35.446 I PALETTES;WEIGHT OF ASSEMBLY # ISSUE REVISION DATE MEETS CODE UPLIFT REQUIREMENTS AND ALLOWS FOR REMOVAL FOR .00 REVISED FILINGSET-ADDITION 10.28.2024 MAINTENANCE AND CLEANING EPDM OR KEMPER PUR-TYP 'US ROO NT' LIQUID APPLIED ROOFING DCI PRO CTS 2"FIBER ROOF F VENT 24" OVE I DRAWN BY:J.LACHAPELLE UNDERLAYMENT PATIO OF CHECKED BY:J.LACHAPELLE TAPER OUTRIGGER CONT.(2 2.0E NOTE:THIS IS AN 11"x 17"SHEET FRAMING ATEAVE MICROLLAM 14'1 ' LVL I DRAWINGS MAY BE PRINTED NOT TO SCALE OIL EL.SECOND FLOOR BY WEYERHAEUS AT TEVES LaChapelle Architecture PLLC 9"FLOOR ASS'Y P.O.Box 1251 — — — — 2x6 FRAMING C ONT. WE MICROLLAM OIL EXISTING CEILING I Mattituck,NY 11952 EL. +T-10" - - - - - 2x4 FRAMING - ' 9q"LV BY (1i46)251-5058 jake@lachapellearchitecture.com - - -- - - --- -- ------- ------—--- -- 6"STEP FROM _ - WE USER AT EAVES; BEDROOM TO DECK �� � 4"PLYWOOD OVERLAID g I DRESS PER DETAIL WHERE a EXPOSED;USE TRIPLE KING �ERED ARc 2x8 RAFTERS,72'CLOSED-CELL W/2'GWB ON NORTH 4 a STUDS PER R602.7.5 �g �C y� SPRAY FOAM(R52);SEE DETAILS c a WALL OF KITCHEN o 'o AF 2x6 STUD FRAMING,TYP.2" KITCHEN L`_ 2x6 STUD FRAMING,TYP. �C� CLOSED-CELL SPRAY FOAM+3"" o o LIB Y 2"CLOSE -CELL SPRAY z a I- FOAM+32 BATT UNFACED BATT UNFACED MINERAL WOOL = o 1C.I MINERAL WOOL INSULATION M INSULATION(R14+R15);SEE DETAILS � OVERLAP JOISTS I (R14+R15);SEE DETAILSOIL 9 Q� FIRST FLOOR _ _ _ _ _ 24"AT BEAM _ __ - _______________ SELF-ADH RING WEATHER ��OFNE`NAO EL. +o'A" RESISTIVE BARRIER;SEE SELF-ADHERING WEATHER - - DETAILS RESISTIVE BARRIER;SEE DETAILS CRAWLSPACE I v rxdxDRFCTttun[PFlUPSI�oluwFe FrwNxeiH[PFCI[Nry OetACMMFLIL � ![e[oevm[m¢[¢rav[Ppo[[ttrw�Wxcx RC PI�/J""4s i c¢cvrm xocnawr�.turtcarwo.m" a [uc[n er wawe"e a+cw"ervee wrc nm oxevnvo u.r xor ee us m ar ainm vncros ron mien rxw[cra 2"XPS INSULATION AT CRAWL SPACE FOUNDATION(R10);SEE ' :--- DETAILS '•---------------� SECTION SHEET NO: SECTIO SCALE: = T-0" A17 SHEET 15 OF 22 HODGES RECLINER BY OWNER LOCATION OF DESK BY OWNER RESIDENCE, liv \ --=—{j=--. —--��-- — 410 SOUND ROAD GREENPORT,NY 11944 II I 10"DEEP HALF SCREENED PORCH j ——————— HEIGHT SHELVES CATHEDRAL CEILING I PTD.6"WOOD — — — — — — — _ PLANK FLOOR TRU ORT N H O 391" 12"PORCELAIN 12 Co TILE FLOOR o — o ----------� / PROJECT O - 4 A22 2\ ------- / \ NORTH `"I I 3 CATHEDRAL EILING\ \ _ 1 7'-10" EILING �' j TAX MAP NO.100oa5:1-16 — 3 20" 19'-7" _ — 1 �� _ 5-84 4-0 LOVESEAT BY _ 14"DEEP HALF s ISSUE/REVISION DATE 36 OWNER HEIGHT SHELVE I LINEN I I .00 REVISED FILING SET-ADDITION 1.0.26.2024 CLOSET LA II I I 6t) — —6GL- • — . — I I OPART PLAN - BATH 1 O PART PLAN - LIBRARY & SCREENED PORCH DRAWN BY.J.LACHAPELLE SCALE: 1/4" = T-0" SCALE: 1/4" = T-0" CHECKED BY:J.LACHAPELLE LOCATION OF CREDENZA BY OWNER NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE — u SOAKING TUB F . , CENTERED IN " 14'-1" LaChapelle Architecture PLLC ROOM P.O.Box 1251 zo3 19'4" _ SEE GWB SURROUND Mattituck,NY 11952 r DETAIL FOR DOOR (646)251-5058 jake@lachapellearchitecture.com IQCD O E r---T---� MINT I PROVIDE WOOD , SgED qR PTD.6"WOOD COUNTERTOPS ��5 ,4, -8 N PLANK FLOOR ;-------------------- ----- 4' " THROUGHOUT KITCHEN; <v RCN 4'-8I' J 10'-0" SELECTION BY OWNER �c� t 0 5 TWO-DRAWER DISHWASHER; I ----------- ----- KITCHEN ----- `"'I N N8 A22 6; FISHER&PAYKEL ——— `---------- ----- n l # DD24DAX9N OR SIM. 7 I ! LOCATION OF 3 36 VENT HOOD;ZEPHYR __ _____ _ ' BENCH BY OWNER 'LAYERS WALL'DLA-M90ASSX L 6 A21 4 �0 N E`Hf'I�O (106 SF) 30"FOUR-BURNER RANGE; ___ ___ 5 _ SEE DET.2/A21 FOR � I. MAKE/MODEL TBD ISLAND ELEVATIONS DRAWER MICROWAVE; (V a� euc"rm"ouuaoe>xrzauw"xw+onnana eureeeaxeavrerucn"re"e ' — ronowaro:wnro"'vnacc�reim=""imm�>.aa o'n M'.iin eo'1 12"PORCELAIN _ L GN M SHARP SMD2479JS OR " \ men r,m"aocoa"""'rma'"in amaeMw.w`a"'u"urcw' rzcruaiurc"nmune ruc 4 TILE FLOOR ——— SIM. --------- FURR OUT GWB fL I I ----------I — — PART PLANS 3 SURFACE AT EXISTING N I LINEN CLOSET WALL FOR ALIGNMENT 30" WITH NEW 11 FULL HEIGHT PANTRY CABINET SHEET N0: LOCAI�EIQI�NDOW � ,,� \\���I PANEL READY REFRIGERATOR SILL PART PLAN - BATH 2 PART PLAN - KITCHEN TBD) A18 O SCALE: 1/4" = T-0" O SCALE: 1/4" = T-0" SURROUND' DETAIL ELKAY ELXUFP 6201 JBO INTEGRATED INTO CABINETS SHEET 16 OF 22 HODGES SIDE OF RIDGE BEAM RESIDENCE a I 410 SOUND ROAD GREENPORT,NY 11944 PAINTED BEADBOARD OVER PRIMED GWB;PAINT RIDGE BEAM TO MATCH PLANK I v e WINDOW WALL BY TRUE NORTH O MARVIN,SEE A20 FOR ADDITIONAL DATA PROVIDE DETAILED I ih PROJECT O -101 . . . . SHOP DRAWINGS FOR iCl) 207R C. 52°) a OWNER/ARCHITECT a REVIEW&COMMENT- lTAX MAP NO.1000-35.-1-16 21TERATIONS I \ a # ISSUE/REVISION DATE / . . - . CDFb \ PAINTED ' .00 REVISED FILING SET-ADDITION 10.28.2024 4 BOOKSHELVES,SO 4 LID \\ � WOOD EDGING; ADJUSTABLE SHELVES a T T I T T ; a, ON 5mm S.S.SHELF PINS / -? DRAWN BY:J.LACHAPELLE T T I / T T ZJ CHECKED BY:J.LACHAPELLE I I NOTE:THIS IS AN 11"x 17"SHEET d. L 11 ro I� DRAWINGS MAY BE PRINTED NOT TO SCALE OLIBRARY - NORTH O LIBRARY - EAST SCALE: 1/4" — T-0" SCALE: 1/4" — T-0" LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com PAINTED BEADBOARD Q4 I OVER PRIMED GWB; PAINT RIDGE BEAM TO ��.�%K i MATCH PLANK j ,�EREO qR C AC LL . . . . . . 0 . . . . . . . . . . . . . . . . . . . C? OF N I E`N o C. C. i Sao " PAINTED4 5BOOKSHELVES, SOLID WOOD EDGING; a T T ADJUSTABLE SHELVES ON p p i INTERIOR 5mm S.S.SHELF PINS ! . ELEVATIONS-LIBRARY CV SHEET NO: LIBRARY - SOUTH 15'-2"O 4'-54" -- LIBRARY - WEST I SCALE: = T-0" d O SCALE: 1/4" = T-0" A19 SHEET 17 OF 22 ACCOYA'TOASTED'SHOU ' HODGES SUGI BAN 42'VERTICAL I RESIDENCE SIDING AT CEILING I 410 SOUND ROAD GREENPORT,NY 11944 9�0 cM i CV i � I TRUE I ® NORTH O I PROJECT ORTH T O i (27.52') I I I I I I TAX MAP N0.1000.35:1-16 i # ISSUE/REVISION DATE O I (o I i I i .00 REVISED FILING SET-ADDITION 10.28.2024 I I I I i I q I I I N I DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE T-l" 2'-8" 2'4' —7 — 2'-8" 4 — 2'-8" 2'-10" 2'-10" 4— 2'-8" 4 NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE 1' — II 'T ACCOYA 1 _ 1 1 1 PORCH - NORTH 'TOASTED'SHOU 2 PORCH - EAST I CALE: 1/4 — 1 0 SUGI BAN 2Z KICK O SCALE: 1/4 — 1 -0 LaChapelle Architecture PLLC BOARDS TO P.O.Box 1251 PROTECT SCREEN WOOD INFILL PANEL TO Mattituck,NY 11952 ACCOYA'TOASTED' a I MATCH ADJACENT FINISHES (646)251-5058 jake@lachapellearchitecture.com I SHOU SUGI BAN 22' I VERTICAL SIDING j I A �.�ERED qR I v I v � �E LACygA C', WINDOW WALL BY MARVIN; PROVIDE P Cs << n n I 2'X 4"STEEL PLATE,PRIMED, BTWN o I ALL MULLED CONDITIONS-SEE MFR 0 DETAILS A iI I � I Cl) PROVIDE DETAILED SHOP DRAWINGS ��` O� I r I 0 FOR OWNER/ARCHITECT REVIEW& OF N EW j I _ COMMENT-2 ITERATIONS th I -C I in�[fDWwIxoON W[DDm[I"mDEAVO:[MT oT R i o / I 6"ND MMo S A i[M p a pMbn Yu CCa[Fl B uuVT[°l_1 � Ia[vrt[gYaCtuv.t[m Dn"wmO WYna10[Ds '9vm"w sF113 topmnwwmem; 000 / I ToiwmmtmnmucP�n[[.o.`[oMnwn�m°atimm�mmmrnegmu[am �01Xw PMlI[].ODDRADnI]mil4GXRv[Yl PtIC. I i T T I LT �LT n INTERIOR i I ELEVATIONS-PORCH 0 ' � I T T \� I T T N fill II SHEET N0: OPORCH - SOUTH PORCH - WEST 11 r0 _ SCALE: 1/4" = T-0" O SCALE: 1/4" = T-0" SHEET 18 OF 22 DRAWER MICROWAVE HODGES RESIDENCE a. SATIN LATEX PAINT-COLOR'a'PER OWNER'S SAMPLE 410 SOUND ROAD b. SATIN LATEX PAINT-COLOR'b'PER OWNER'S SAMPLE GREENPORT,NY 11944 C. SATIN LATEX PAINT-COLOR b'PER OWNER'S SAMPLE f. d. SEMIGLOSS LATEX PAINT-COLOR'd'PER OWNER'S SAMPLE T7 IF e. SEMIGLOSS LATEX PAINT-COLOR'e'PER OWNER'S SAMPLE f. POWDER COAT FINISH WOOD CABINETRY-COLOR T PER OWNER'S SAMPLE -- 4'-4" --�`— 3'4" — 2'-2" 3'-10" — g. 316 POLISHED STAINLESS STEEL SHEET-20 GA. NORTH EAST TRUE PROVIDE SAMPLES OF ALL FINISHES FOR OWNER/ARCHITECT REVIEW AND SELECTION NORTH SINGLE VERTICAL'FIN'KITCHEN FINISH SCHEDULE SUPPORTFOR COUNTER-STEEL PROJECTLU NO SCALENORTH REINFORCING AS 27.527.52° WOOD KITCHEN CABINETS ARE AWI PREMIUM GRADE THROUGHOUT,INCLUDING --- 5'-6" 4'-4" ----------- L -.,r— T-10" —, NECESSARY TAX MAP NO.100035:1-16 LUMBER,SHEET PRODUCTS,AND FINISH.THE HIGHEST LEVEL OF QUALITY, SOUTH f ISSUE/REVISION DATE WEST I MATERIALS,WORKMANSHIP,AND INSTALLATION IS REQUIRED. 2 KITCHEN - ISLAND ELEVATIONS O SCALE: 1/4" T-0" oo REVISED FILING SET-ADDITION 10.28.2024 = HALF-GLAZED WOOD NANAWALL CERO II LIBRARY DOORS; PROVIDE HIGH-PERFORMANCE ROLLER SHADES SLIDING GLASS WALL N DRAWN BY:J.LACHAPELLE r— CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET / \ kk DRAWINGS MAY BE PRINTED NOT TO SCALE TL CD LaChapelle Architecture PLLC T T a. a. M I � P.O.Box 11 ------------------ \ j T——— ———T attituc , 1 952 SEE 2/A23 FOR ISLAND 1 I SEE 2/ 3 FOR I _ (646)251-5058 jake@lachapellearchitecture.com I Co IS D N \ / T T �ERED Ay OKITCHEN - NORTH d' d' O KITCHEN - EAST d' �v�5 �_� �cti,� SCALE: 1/4" = T-0" SCALE: 1/4" = 1' 0" I- N 1'4"�-- 2'-8" �' 11'+0" 3'-0" 101 On '9� 6" 6" O F pF E� ' LIVING ROOM y/' a. a. BEYOND CD(r7 \ % /' /' p urcur,nn"cwxa�o,u,ew„o�wo"imi.`n0iuvne woe�"uin°eru"�ciwiw rsmLsronmirtnrmnrn, ron aoarun,o rxu m'aen av m�:cninm¢�mov ran w�vuw�n m me rawea nr �� \ o mxen raariu+.ocovr airamiunuvnriaaac"xnmrvanuewrmune vuc 0 0 000 TINTERIOR —Al SEE 2/A23 FOR I ELEVATIONS-KITCHEN Cv "l \\ �/ 1 ISLAND 2§04 HL d. ri Ll r' 2'-8" — - 4'-0" 3'10" --� 2'-0" 2 T' 2'-611 -�"1'-5" SHEET NO: 5 KITCHEN- SOUTH f. 2-DRAWER DISHWASHER KITCHEN- WEST A21 SCALE: 1/4" = T-0" SCALE1/4" = T-0" SHEET 19 OF 22 PVC PROVIDE LO-OMNIRIDGE HODGES (AZEK) TRIM NOTES MODEL LOR94FR RIDGE VENT �q�R „ a S.S.VERMIN SCREEN AT 2 AIR 1. USE DUST COLLECTION SYSTEM FOR ANY PVC CUTTING WORK BY LOMANCO(AVAILABLE 010 SPACE ABOVE BAFFLE RESIDENCEFROM ABC SUPPLY CO.)AND PERFORMED OUTSIDE THE HOUSE,IN ORDER TO ELIMINATE F �, AZEK BEAD BOARD 410 SOUND ROAD RELEASE OF PVC CUTTINGS ON SITE.CONTAMINATED SOIL WILL BE CONT.ZINC STRIP AT RIDGE .I GREENPORT,NY 11944 COMPOSITE SLATE SHINGLES REMOVED AND REPLACED AT CONTRACTOR EXPENSE. 2. USE'CORTEX'HIDDEN FASTENING SYSTEM BY TIMBERTECH w/ `}. I GRACE ICE&WATER SHIELD AT PLUGS AND#8 SCREWS;SELECT SCREW LENGTH APPROPRIATE ; BLOCKING ENTIRETY OF NEW ROOF FOR TRIM THICKNESS AND SUBSTRATE. 2x10 ROOF RAFTERS PER ® O 3. ANTICIPATE THERMAL MOVEMENT IN USE OF PVC TRIM; PROVIDE FRAMING PLAN JOINTS FOR EXPANSION AND CONTRACTION,AS WELL AS =` TRUE NORTH SUFFICIENT FASTENING TO AVOID WARPING AND OIL-CANNING IN 71"CLOSED-CELL SPRAY FOAM �; E NEW CUSTOM ` COPPER GUTTERS $ WARM WEATHER. (R-52);ALLOW FOR 2"AIRSPACE AND LEADERS 4. USE MINIMUM(2)FASTENERS EVERY 16"FOR TRIM BOARDS UNDER ABOVE USING TRAYS { THROUGHOUT NORTH JECT O 8"IN WIDTH AND(3)FASTENERS EVERY 16"FOR TRIM BOARDS (27.52') OVER V IN WIDTH.FASTENERS MUST PENETRATE SUBSTRATE 1 z" PURR OUT CATHEDRAL CEILING ' MINIMUM. 3 TAX MAP NO.1000-35:14 GWB AS NECESSARY TO DRESS RAFTERS IN a AZEK 5. GLUE TRIM TO SUBSTRATE WHENEVER PRACTICAL, USING LIQUID ACHIEVE FLAT SURFACE NP v RUN PLYWOOD SHEATHING UP AS # IS`UE/REVISION DATE NAILS OR SIMILAR ADHESIVE. HEAD& 6. USE SCARF JOINTS AND APPLY CELLULAR PVC CEMENT TO ONE JAMB Hil BAFFLE;NOTCH AROUND SURFACE. FASTEN AT BOTH SIDES OF JOINT.USE CEMENT w/CURE ADDITION PROFILE RAFTERS .00 REVISED FILING SET-ADDITION 10.28.2024 TIME LESS THAN 2 HRS. a 20 oz.COPPER DRIP 7. SAND RIPPED EDGES TO CLOSE OPEN CELLS(DISCOURAGES INTERIOR TRIM PER OWNER'S SAMPLE; WINDOWS ARE FACTORY-FINISHED a AT ADDITION: RUN SIDING TO WATER ABSORPTION AND RESULTANT ORGANIC GROWTH). COLOR INSIDE AND OUT TO BE `Ij WINDOW FOR LOW PROFILE TRIM 8 CLEAN PVC TRIM ACCORDING TO MANUFACTURER INSTRUCTIONS SELECTED BY OWNER DETAIL;AT EXISTING HOUSE: DRAWN BY.J.LACHAPELLE PRIOR TO PAINTING.PRIME AS NECESSARY. r "„ 9. ASSUME ALL PVC ON JOB WILL BE PAINTED.USE PAINTS(WHERE CONT.SEALANT AND BACKER ROD PROVIDE 22 PVC TRIM,SILL CHECKED BY.J.LACHAPELLE REQUIRED wl LIGHT REFLECTANCE VALUE LR OVER 55.USE AT PERIMETER OF WINDOW TO9 JAMB EXTENSION,&APRON FOR ( STOP AIR INFILTRATION TRADITIONAL DETAIL NOTE:THIS IS AN II"x 17"SHEET SPECIALLY-FORMULATED VINYL-SAFE PAINT w/SOLAR REFLECTIVE DRAWINGS MAY BE PRINTED NOT TO SCALE PIGMENTS. PROVIDE WINDOW EXTENSIONS SEE A3 WINDOW SCHEDULE 10.REPAIRS CAN BE MADE w/DAP'CRACK SHOT'FOR PAINTED TRIM. AS NEEDED DAM BLOCKING AT SILL LaChapel le Architecture PLLC REPAIRS ARE NOT ALLOWED ON UNPAINTED TRIM. USE SIMILAR TRIM AT 51. 2x6 STUD FRAMING,TYP. P.O.Box 1251 ALL INTERIOR DOORS r 8 2"CLOSED-CELL SPRAY FOAM+ Mattituck,NY 11952 PLACE FOUNDATION SO THAT JOISTS (646)251-5058 jake@lachapellearchitecture.com WOOD FLOORING TO MATCH 3Z'BATT UNPAGED MINERAL POSITION FLOORING ALIGNED WITH EXISTING TYP.SILL WOOL INSULATION R14+R15 NOTE:EXIST.SUBFLOORING MAY BE EXISTING;PROVIDE PROFILE M ( ) DIFFERENT THICKNESS THAN NEW�" SOUND-DAMPENING AOR-APPROVED WATER RESISTIVE UNDERLAYMENT BARRIER ;VAPOR �REO A/�C PLYWOOD SUBFLOORING (WRB) ,� 3 z"PLYWOOD SUBFLOOR; a„ l PERMEANCE BTWN.6.5 AND 30 �5 ADDITION GLUED&SCREWED TO JOISTS a l` PERMS SUCH AS'HYDROGAP SA'BY tv� e��C"r" `c� t REPAIR I PER CODE REQUIREMENTS OBDYKE OR HENRY BLUESKIN WITH �' EXISTING PER MAT;AS ALTERNATE USE °- WOOD FLOOR AL N 2x8 JOISTS[OR 712"TJI 110 BY WEYERHAEUSER 'ZIP'SYSTEM BY HUBER WITH * l OR EQUIVALENT @ 16"O.C.;FOLLOW ALL DRAINAGE MAT-ONLY w/ CODE AND MFR REQUIREMENTS] I ARCHITECT APPROVAL 9j,� o sc� ypZ_ 7"MINERAL WOOL INSULATION „ pF �] a PLYWOOD SHEATHING;GLUE& NE (R-30)AT RIMBOARD SCREW RIMBOARD BY WEYERHAEUSER OR POSITIVELY SIDING PER ELEVATIONS LAP WRB COMPATIBLE EQUIVALENT; FULLY BLOCK ALL FLOOR ASSEMBLY CANTILEVERED POSTSCORNER FRAMING KING STUDS ;.: (E.G.( 23i OVER FOUNDATION TO ETC.)FROM LOAD ABOVE TO BEARING BELOW 4 ^^ °^4i�^^°^�"^^^^•� ^^��^�^� ^•^•a•^ 4j 23„OVERHANG `= ;`r.-`'^.` t. I''!!!�' SEAL RIMBOARD TOP AND BOTTOM 4 ACCOUNT FOR THICKNESS OF ,, „ w FOUNDATION INSULATION -,,,,-F.: ,::•, ..;; ,.'EXISTING .'`- NEW 2x10 P.T.SILL PLATE 1 x 3 PVC BLOCK Tt ASSEMBLY CRAWLSPACE SILL GASKET ABOVE AND BELOW EQ •. 20 oz.COPPER DRIP DETAILS ='Y =•� '• a TERMITE SHIELD CONPROCO EXTERIOR WALL SYSTEM Z'DIA.THREADED ROD ANCHOR(MIN. STUCCOOVER FINISH w/A MI BEDDED S.S. SHEET NO: 24"EMBED)OR 1"DIA.J-BOLT'@ 32"O.C. LATH REINFORCING O TYPICAL SECTION DETAIL @ KITCHEN TRANSITION (6"FROM CORNERS, 12"FROM END OF O WALL SECTION AT LIBRARY A23 2"CONT.XPS INSULATION SCALE: 11" = T-0" PLATE); PROVIDE CUT WASHER 2 SCALE: 12" = 1'-0" TYPICAL PARTITION SHEET 20 OF 22 SANDED SEALANT AT CHANGES FRAME OR BLOCK TO JOISTrf� MATCH CROWN AND BASE H 0 DG ES OF MATERIAL OR PLANE;COLOR - =. a.• �.• kMOLDING IN ADJACENT ROOMS TO MATCH GROUT CUSTOM BEAD BOARD OR OTHER RESIDENCE PORCELAIN FLOOR TILE, PANELLING WHERE INDICATED,AND 410 SOUND ROAD BASEBOARD TILE,AND SANDED AS PER OWNER REQUEST GREENPORT,NY 11944 GROUT SELECTED BY OWNER ATHROOM MOLD-RESISTANT WALL BOARD SADDLE WIDTH TO ALIGN WITH SUCH AS GOLD BOND XP BY NAT. DOOR FRAME GYPSUM COMPANY .42"HARDIBACKER BOARD GLUED = SOUND-ISOLATING MINERAL WOOL AND SCREWED TO SUBFLOOR INSULATION("SAFE'n'SOUND"BY TUE NORTH O � ROCKWOOL OR EQUAL)WHERE ALUM.TRANSITION BY SCHLUTER — INDICATED REPAIR AND REPLACE EXISTING WOOD 2x4 FRAMING; USE SELECT PROJECT WOOD SUBFLOOR WHERE NEC.; STRUCTURAL TO MINIMIZE O NORTH RE-SCREW THROUGHOUT OUT-OF-PLANE ISSUES IN NEW (27.52") O TYPICAL PARTITION 33 DETAIL WALL TAX MAP NO.1000-35:1•16 1 SCALE: 3" = 1' 0" It ISSUE/REVISION DATE 6"x z'GALV. DOWELS @ 16"O.C. 2"CONT.XPS INSULATION ADHERED TO OUTER FACE OF oo REVISED FILING SET•ADDITION 10.28.2024 CONTINUED ON Al WHERE COLUMNS AND NEW CONTINUED ON A19 ( ' ) FOUNDATION WALLS MEET EXISTING CONCRETE R 10 BACKFILL tj I AOR-APPROVED SELF-ADHERING CONCRETE COLUMN AT `:PI •i \�\ \\\\\\\j\\jj LOCATIONS INDICATED ON A10 I I •i ' FOUNDATION WATERPROOFING '.'' /t:: •: 7I ...'. 'e` a DRAWN BY:J.LACHAPELLE •I II.I. I II.I o MEMBRANE SUCH AS POLYWALL CHECKED BY:J.LACHAPELLE NEW �I i DIMPLE SHEET;USE ADHESIVE TO NOTE:THIS IS AN II"X1T"SHEET I 6I, FFIX-NO FASTENERS THROUGH DRAWINGS MAY BE PRINTED NOT TO SCALE 15 MIL CLASS 1 VAPOR RETARDER CRAWL IJLI i' = MBRANE I III SUCH AS'STEGOCRAWL;TURN )� SC�EDULE 30 PERFORATED PVC La Chapelle Architecture PLLC = U• UP 8"AT PERIMETER AND FASTEN 11 P.O.Box 1251 I PIPS w/HOLES FACING DOWN,MIN TO ALLS WITH TERMINATION BAR ° SLOIE 4"IN 100 FT TO DRYWELL; Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com PLANE PIPE BELOW BOTTOM OF :. 4"THICK CRUSHED ° .° CRAWLSPACE FLOOR IN CRUSHED EXIST. • _�== :< STONE NO FINES ° STONE(NO FINES)WRAPPED IN EASEMEN� UNDISTURBED SOIL ° m ° a T.® GEO-�EXTILE FILTER FABRIC a D Al? CHq,o PROVIDE BENTONITE WATERSTOP IN CONTINUOUS STRIP BETWEEN EXISTING AND NEW CONCRETE 8"CIP REINFORCED CONCRETE FOUNDATION WALLS;'BENTOSWELU FOUNDATION WALL AT PERIMETER BY OCM OR SIM. OF NEW CRAWLSPACE 24"x 12"CONTINUOUS CIP T� O CONCRETE FOOTING AT OF NE`N� >; PERIMETER w/(3)#5 BAR i CONTINUOUS;MIN.3"COVER FOR BAR - owmoaw m•ucxu¢.ecxemarvue rue DETAILS PROVIDE UNDERPINNING AS NEEDED AT EXISTING FOOTING&FOUNDATION SHEET NO: OTYPICAL SECTION DETAIL @ PIER JUNCTION W/ HOUSE O TYPICAL SECTION DETAIL @ FOUNDATION A24 SCALE: 11" = T-0" SCALE: 12" = T-0" SHEET 21 OF 22 DECK NOTES LEDGER FLASHING - I'I®DGES PROVIDE 2x8 JOISTS&LEDGER RESIDENCE 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD POLYETHYLENE(OR (2)2x10 EDGE BEAM COUNCIUS'PRESCRIPTIVE RESIDENTIAL WOOD DECK OTHER 410 SOUND ROAD CONSTRUCTION GUIDE'. WEATHER-RESISTANT) 2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR BETTER, LEDGER SPACERS FOR GROUND-CONTACT PRESSURE TREATED.[GLUE-LAMINATED DRAINAGE TIMBER BEAMS ARE ALSO FEASIBLE; IF DESIREABLE PLEASE SIMPSON LUS28 JOIST CONSULT WITH ARCHITECT FOR SIZING.THEY MUST BE TREATED HANGER,TYP. O WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN ACCORDANCE __i___ TNORTRUEH WITH AWPA UI. — co Uj 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS,STRINGERS) i WITH PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. 4. ALL FASTENERS,ANCHORS,WASHERS, ETC.TO BE HOT-DIPPED i PROJECTO GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING TYPICAL SECTION f20R52°> FASTENERS MAY ALSO BE SILICONE BRONZE OR COPPER. 5. ALL CONNECTORS(JOIST HANGERS,STRAPPING, ETC.)SHALL BE TAX MAP NO.1000-35:1-16 HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 6x6 COLUMNS 6. BEAM SPLICES MUST OCCUR AT POSTS.STAGGER SPLICES WHEN # ISSUE/REVISION DATE COMPOSED OF TWO 2x10S. .00 REVISED FILING SET-ADDITION 10.28.2024 7. USE 5/4"x 6"BLACK LOCUST/ACCOYA DECKING,TOENAIL ° - FASTENED USING THE'CAMO'SYSTEM.DO NOT OIL DECKING. SIMPSON COLUMN �, ° �•i ° a OR BASE W/ ° 8. AZAK DECKING BY TIMBER TECH TO BE FACE FASTENED OR STANDOFF TOENAIL FASTENED USING THE'CAMO'SYSTEM.DECKING COLOR TO BE SELECTED BY OWNER. w i ei - DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE • NOTE:THIS IS AN 11"x 17"SHEET RAILING NOTE: n a w fi DRAWINGS MAY BE PRINTED NOT TO SCALE PROVIDE 36"RAILING AT ALL LOCATIONS WHERE LaChapelle Architecture PLLC DROP IS OVER 30" d P.O.Box 1251 ' ♦ d Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com BRING VAPOR BARRIER AND P.T.WOOD BLOCKING AT ` FLASHING DOWN BEHIND PVC PERIMETER OF NEW 18" WINDOW TRIM,20 OZ.COPPER DRIP WINDOW;WRAP ENTIRELY ROUND OR SQUARE FLED q AT WINDOW HEAD WITH PEEL-N-STICK �E Rc FLARED FOOTING BOTTOM S BITUMINOUS FLASHING, LAP �CHq,o y/� CAST-IN-PLACE OR PRECAST '? �-�` F CONCRETE WINDOW WELL;SEAL CORNERS I I SEE A9 FOR FOOTING TO EXISTING CONCRETE PROVIDE PRIMED AND REINFORCING AND DATA FOUNDATION WALL PER MFR PAINTED WOOD SKIRT, INSTRUCTION,FASTEN TO EXTENSION,AND INTERIOR \ SOTS 10" EXISTING WALL USING HILTI TRIM AT NEW WINDOW AND A 1" KH-EZ SS316 SCREW ANCHORS e ALL EXISTING WINDOWS, RiNc 4�F �0� PER MFR INSTRUCTION T-O"MIN. TYPICAL ENTIRE BASEMENT �� PVC RISER `OF NE`N �� EXTERIOR � u¢i INTERIOR `"♦ i'� CRUSHED STONE AROUND ALL M v , SIDES OF WELL;FINAL GRADE SAW CUT EXISTING - SHOULD BE ADJUSTED TO LEAVE SLOPE DECK STAIR DETAIL °``°"°` "°�•`"°° ro°"°""w"'•r& °`°�°r "` ' EXISTING FOUNDATION TO ro owo"wnroiwsvawec.°rorxevvumen,oxronco"vuy"nonxsvoae"nr 4"=6"OF CASTING ABOVE ACCEPT NEW WINDOW FINISHED GRADE,SLOPING °Q AWAY ON ALL SIDES SEE WINDOW SCHEDULE �., FOR ESCAPE WINDOW DETAILS CRUSHED STONE UNDER WELL DOWN TO NEW FOUNDATION BASEMENT FLOOR PERIMETER DRAIN SHEET N0: OEMERGENCY ESCAPE & RESCUE OPENING O TYPICAL DECK DETAILS A25 SCALE: 1/4" = T-0" SCALE: 12" = T-0" SHEET 22 OF 22