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Home My WebLink About49305-Z a m TOWN OF SOUTHOLD �trtr BUILDING DEPARTMENT R 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#: 49305 Date: 5/24/2023 Permission is hereby granted to: Arvotti, James 33 Miller PI Levittown, NY 11756 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 340 Summit Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-27 Pursuant to application dated 4/26/2023 and approved by the Building Inspector. To expire on 11/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $299.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $349.60 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 htt :flwww.sotitlioldto�wtia �o Date Received APPLICATION FOR BUILDING PERMIT it ry For Office Use Only G PERMIT NO. Building Inspector. AFT 2 6 2023 Applications and forms must be filled out in their entirety. Incomplete G.'f ..I�i,�uq ��.�I• i��PuGu-"1��u applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 4/24/2023 OWNER(S)OF PROPERTY: Name: Jim Arvotti SCTM# 1000-78.-9.27 Project Address:340 Summit Road, Southold, NY Phone#:516-902-0359 1Email:jarvotti@aol.com Mailing Address:33 Miller Place, Levittown, NY 11756 CONTACT PERSON: Name: Karen Szczotka, Agent Mailing Address:205 Bay Ave., Greenport, NY 11944 Phone#: 631 477 9752 Email:karen@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Robert I. Brown AIA Mailing Address:205 Bay Ave., Greenport, NY 11944 Phone#: 631 477 9752 Email:rob@ribrownarchitect.com CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes 'ii No 1 PROPERTY INFORMATION Existing use of property: 513GI.E. FAMj% Intended use of property: S�N�LC- 1FAMIL,11 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to V_ LAOthis property? ❑Yes %No IF YES, PROVIDE A COPY. Check Box A'ft'er Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by apter 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 laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): RYA S tDoR Authorized Agent ❑Owner Signature of Applicant: Date: 26 — Zo23 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14, 2-94-Y A� 5 jow being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor gen orporate 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 ` lay of , 20�� !f 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, SAMES A Rw tm I residing at 340 SuMMrr A-DAD do hereby authorize jLvBE)LT I KwW AR. j40W— A.L. to apply on 4-AAWM my behalf to tfie own of oI hold Building Department for approval as described herein. 1 _L5 — Zoys 1 0 gfaature Date Print Owner's Name 2 Scott A. Russell ��,\�G�]EI��IUEI�'7C� SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Sox 1179 O � 53095 Main Road-SOUTHOLD,NEW YORK 11971 —� ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM - ICTION TO BE CO . �. �- �( APPLANT INFORMATION COMPLETED B TED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional gent, ntractor, Other) - .m Date: NAME: ,_. !4 rcuvbV' j, r 7 X1712GIe) .. "9 Contact Infol'Cllat1017: ZT g dL?,�'Itsil($1'¢l¢rplwru¢rr::Noot7rk�eub p V ,p'"°N f . — 444 u�^ I Property Address / Location of Construction Site: SCTM 100 District r� . .� _ .. Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre, No S,P•D,E,S. I°es-Mit 9 Ike O p pm'ed 1' - Project does Not Discharge to Waters of the State. No 5,9 .D.E.S. Pep`taait is Ilet t.pip"eta 1 Area of Disturbance is Greater than l Acre & Storm-water Runoff Discharges Directly ❑ to Waters of the State of New York. THE APPLICANT MUST OBTAIN a &RD•I .S Pep��tiit; DIRECTLY Frown N.Y,S. D.E.C. Prior to Issuance c'f a Building PerrniL Area of Disturbance is Greater than 1 Acre & Storm-wafer Runoff- Flr,vv5 Thrr.'t_Igh Scaurl 0Cd QIe State of Ne�� York. THE APPLICANT MUST OBTAIN Town's MS4 Systems to Waters of th S.P.D.E.�S. Permit t,l'pa ouch the Srauthold Town Erivneeris'p tie ap'ts�aei t. Prior to Issuance of a Buildiea Permit. i I Date Re4•iem•ed By m F'r1RM Generated by REScheck-Web Software COMIW-Aiance Certificate Project Arvotti ADDITIONS AND RENOVATIONS Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 685 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 340 Summit Road Jim Arvotti Robert I. Brown Architect P.C. Southold, NY 11971 205 Bay Avenue Greenport, NY 11944 1-631-477-9752 info@ribrownarchitect.com MENNEN= Compliance: 0.6%Better Than Code Maximum UA: 160 Your UA: 159 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Enve1 Assernb1Fi REM Oman= Ceiling: Cathedral Ceiling 685 50.0 0.0 0.021 0.026 14 18 Wall: Wood Frame, 16" D.C. 1,120 16.0 0.0 0.066 0.060 64 58 Door north: Glass Door(over 50%glazing) 20 0.450 0.320 9 6 SHGC: 0.45 Door west: Glass Door(over 50%glazing) 20 0.450 0.320 9 6 SHGC: 0.45 Window Kitchen north: Wood Frame g 0.300 0.320 3 3 SHGC: 0.31 Window Kitchen west: Wood Frame g 0.300 0.320 3 3 SHGC: 0.31 Window Living Room west 1: Wood Frame 13 0.300 0.320 4 4 SHGC: 0.31 Window Living Room west 2: Wood Frame 13 0.300 0.320 4 4 SHGC; 0.31 Window Living Room south 1: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Window Living Room south 2: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 1 of 10 Gross Area Cavity Cont. Prop. Req. Prop. Window LivingRoom south 3 above:Wood Frame 6 0.270 0.320 2 2 SHGC: 0.34 Window Bedl south: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window Bedl east 1: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Window Bedl east 2: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Window Bath 1: Wood Frame 3 0.270 0.320 1 1 SHGC: 0.34 Window Bath 2: Wood Frame 3 0.270 0.320 1 1 SHGC: 0.34 Window Bed2 east 1: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Window Bed2 east 2: Wood Frame 5 0.270 0.320 1 2 SHGC: 0.34 Window Bed2 north: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Floor:All-Wood JoistlTruss 685 22.0 0.0 0.042 0.047 29 32 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposeel building has been designed to meet the 2018 IECC requirements in ��^° comply 6�requirements � �st. ersionheckli RESP k � R 5check- b ars to com I with the m .d, � re wrements listed in the RESchec Nrne-Titlo Si 47 'ke �Y w � Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 2 of 10 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. _.. wsar�!`Plara evk,e... �,.,.�..Valr� Sect�c�n Plans Verified Field Ver led Inspect w e V l�ae Ctrrn�rlles� Corr�wnentsJAssurripti+ons Re IBS � . .... ._.. _ ..... m . Pre 103.1, Const_ ruction drawings and '❑Complies 103.2 documentation demonstrate „ ,; ❑Does Not [PR111 energy code compliance for the ' []Not Observable � building envelope.Thermal ° %� ,envelope represented on ;❑Not Applicable _ construction documents. 103.1, Construction drawings an �_ — _� _----_------------------ cc d -,, s Complies 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems Systems serving Applicable dwelling units must demonstrate compliance with the IECC " a CommercialProvisions. '- _.. . __ _. _ .mm�.., , ,_.._ _ _ _.................._ ........ ............. 3021, Heating and cooling equipment is Heating: Heating. ;❑Complies 40:1.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: j❑Not Observable y ;Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: lmmmlHq�h Impact(Tier 1) 7Medi11 um 11-Imp act(Tier 2) 3Low Impact(Tier 3) g P _ p __.- Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 3 of 10 sec#ion Complies Comments/Assumptions _ ID _ 36i.21 A protective coveringis installed � ..v,..��.e�. , ... _.... .. ... � � ... - _ �.�.. _..� �... _..�.,� ....m. # FoundationInspection ' ed to ❑Complies [FO11]2 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 4CI3.5 Snow-and ice-melting...system....c. ._._ . .... —� .... _.. _. _ontrols ❑.Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 9 p u'm I - 1 Hi h Iwmww act(Tier 1) ,� Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 4 of 10 Section Plans Verifiled Field Verified # Framing / Rough In Inspection Complies? Comments/Assumptions Value Value .1 402 ,1, Glazing U-factor(area-wei(area-weighted _�_..- ._�..._ ......_, �...� . �._......, i .�......�.- _.. . _....m. ...,v�..�.w g U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 3... . _ ... -... .....m_ .. ., .-__-__.� _._ �.. . 03.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance :❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. []Not Applicable 402.4.1installedbarrier per manufacturer's ❑Do �� _...... ...... _y..._._ _.... 402.4.1.1 � - Air barner and thermal barrier mplies es Not � instructions. ❑Not Observable pP P 55..--- -- ❑❑Not A licable y 402.4.3 Fenestration that is not site built � ❑Com lies ' d and labeled as meeting ''' ° Does Not AAMA/WDMA/CSA 101/I.S.2/A440 �i ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. FR16.�... .�Seale at housing/interior finish . i i... i, %%��'/ ❑DO SpNOt... ....... �... ...._ ___ ,,. ........ 5..5....55 lies 402 4.5 IC rated recessed lighting fixtures �[ lycom] and labelled to indicate 552.0 cfm �� leakage at 75 Pa. ❑Not Observable . .. t Applicable FR12T63.3,1 Supply pated d return ducts duct is ❑Do - — . .du cts in attics Complies [ ]i es Not � >= 3 inches in diameter and >= ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. , � ,. ®... ._ _ ......... . ......._... _....m ❑CornpIies 403.3.2 Ducts, air handlers and filter [F R 13]1 boxes are sealed with ❑Does Not joints/seams compliant with ,o %'' International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicabe. "Y 403.3.5 Building lcavities are not used as �„ ❑Doesps Not _ _ __�. _ [FR15] ducts plenums. ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R ❑Complies [FR17]z above 105 °F or chilled fluids :❑Does Not below 55 °F are insulated to >_R ❑ 3 ! Not Observable ❑Not Applicable [ R24]� � Potection of insulation on HVAC ❑❑Do �� -� mplies piping. es Not ❑Not Observable ❑Not Applicable ..� 2 FR18] _R 3......mm. pipes p R_ ...�� __....,m �.�.... 5..5.....55 .......m�._. 403.5. _ --R-3. ot water i es are insulated to R- omplies :[]Does Not ❑Not Observable ❑Not Applicable [ 3.6 installed on atic r gravity l outdooaampers areElComir ❑DoespNot intakes and exhausts. ❑Not Observable ❑Not Applicable —_ p ii 1 Wi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low I�a�pact (Ti11 er 3) L _.... 1 _m.I.�_... � _... -l- . 1 �.__........ Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 5 of 10 Additional Comments/Assumptions: ..__ p__ — . .��_..... 1 High Impact(Tier 1) Medium Im act(Tier 2} Low Impact(Tier 3) yy — 9 p........ C Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 6 of 10 Section nsu a ion Inspection Verified Field Verified 1 �. p lon Plans Value Value complies? Comments/Assumptions a 303 l�,All installed insulations I..._� abeled % �� E3 Complies _.. -..._ .._ _.._.. [IN13]2 or the installed R-values s ❑Does Not provided. ❑Not Observable ;❑Not Applicable 402.1.1, Floor insulation R value. _. ... R. _ ....... .._..n.. __ _ .. ....._...._ R- :❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable _ ❑Not Applicable 4N2.2.8 manufacturerr''s instuctions and % ❑D.. �.t_..__._. installed per ❑Complies oes Not [ ]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor ��' ' 'framing cavity insulation is in �� ,iii y '❑Not Applicable 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 'C 'top of all perimeter floor framing members. _ 402.2.5, mass wallinsulation R-value. If least /z this is a R Woodµm^H„„ Woo .. . . .. ;❑Com...lies table for ..elope. _. v, _ R p -,See the Envelope Assemblies 1 ® ❑ d ❑Does Not values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass j❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel E] Steel ;❑Not Applicable [304]1 Wall insulation manufacturer's is installed per m. ❑ComplieY instructions. []Does No.... ,,[:]Not Observable ❑Not Applicable Additional Comments/Assumptions: . Impact,11111 m act(....._ g P Low Impact._.,__ — Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 7 of 10 # Final Inspection Provision Section Value._._. p Plans Ver Comments/Assumptions & Req.ID ...-.a_... – – _ Value fie .._.. Fie Verified Complies?. m.._ – ...__.. . 402.1.1, Ceiling insulation R-value. R- R-_ ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑ [F1111 Not Applicable 303.1.1 1, Ceilinginsulation i -n 303.1.1.1, .e– ' installed per ❑Caamplies 303.2 manufacturer's instructions. El Does Not [F1211 Blown insulation marked every 300 ft2. i %%i /" ❑Not AE]NotOpplicabbservabe a� 402.2.3..w..�Vented..attics with air_. _ m,. -.�_ _...�.......permeable �,? i„ % ❑Complies [F122]2 insulation include baffle adjacent =' ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and.. .. _ . w ...w. -�__ -- ...� __ ....r ....._. door R- R- ❑Complies [FI311 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 = ❑Comuplies [F11711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable 403.3.3 Ducts are pressure tes.......- mm .. . _ _ ❑Not Applicable ted to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a 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. 4 0413 4,...._Duct tightness ft2 across resulthe of< 4 ft cfm/100 cfm/10..� o -.... �.... .-._. _ g – 0 ❑Complies z ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated Complies [F12411 [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ", � �❑Not Observable Not Applicable ..wA,.. e „Mp ,r ew �-......�....._ - 40 ..._ .... _ 77 03.1.1 Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially pset b manufacturer to �� ❑Not A Observable plicable _ ... codess eciifications. ' Complies - .-,. ._._� 403.1.2 Heat pumpthermostat installed ies [FI10]2 on heat pumps. ❑Does Not ',❑Not Observable '❑Not e.. ^--...�..... m....,�❑C.o....m�Ap-lipelsicable 403 .1 Circulating service hot water [FIJJ]2 i systems have automatic or ❑Does Not accessible manual controls. _,,]Not Observable ❑Not Applicable 1 Hi h Im act(Tier 1) p 2 Medium Im act(Tier 2) 3 Low Impact(Tie g p p P, r 3 — Project Title:Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 8 of 10 e lon FinaN tns ectaon 'Provisions Plans Verified fied IFiel Verified Complies! _M .Comma P 5 P it ents/Assam tions Read I 403, 3 �m fans not part of tested and listed ......... __ _.._.._._.._..._ �41� ,1 ,All mechanical ventilation system ❑Complies ❑Does Not HVAC equipment meet efficacy , and air flow limits per Table ��,; ,^ -]Not Observable P 'y�� % PP ��i� �/' i� ❑NotA licable R403.6.1. 1$// << /// 403.2 Hot water boilers supplying heat ❑Complies (F 12 through one-or two-pipe heating ❑Does Not systems have outdoor setback ;control to lower boiler water []Not Observable ;temperature based on outdoor `❑Not Applicable ... Bated water circulation �m�...�_.. ,.._7. _......w. - temperature. 403 5 �.�. H systems ❑Com lies ave a circulation pump,The ❑Does Not ;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 startthe 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 demand for _. _ water exists. i t i'%� Aiiia� ii,%�i / / ❑ _ .. _.. 403.5.1.2 Electric heat race systems Complies iig comply with IEEE 515.1 or UL „ ,;❑Does 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. � .„ 40305.2 ,Demand recirculation �.. w�_.._..--- �-- �M �M ,..... »� �. �� .�..._— �.... .. ._ ...�_ ._..... --. ........�.�n.n -- water ❑Complies [F130)2 systems have controls that ❑Does Not manage operation of the pump rand limit the temperature of the ;❑Not Observable entering� ❑Not Applicable the cold water y p ..w. <= 1_04°F. __ ........_.._.� 403.5.4 Drain ;water water eat recovery units �'� % %no ��' ❑Complies (F13 12 tested in accordance with CSA ��;//��i,�%jj,��%�i%�l"%�/,'�oijj �i ❑Does Not Z� /% B55.1. Potable water-side U,i�i 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 ore showers. � 1____ 9pt ores h.... ....... � ......�.. .._... .. �.. three orm 4 ore of permanent ❑Complies i have high efficacy lamps ' ❑Does Not r % x ❑Not Observable =❑Not Ap . ......�.. no continuous pilot light. Does lighting systems have plies ('F12'3)� P g Not ❑Not Observable ❑Not Applicable m-. � a , .. _----------------- 401 Compliance certificate posted. ❑Complies F`l7'j / J"❑ Does Not ❑Not Observable �r ❑Not Applicable Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) L� High Impact(. ...._ ..�. .. _ pac....( �_.. � ._. Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 9 of 10 Plans Ver erif "ied �ieNV�ueified .P..._ ... Comments/Assumptions_ p,,,_ & e NMS �..,. banal Inspection Provisions complies? Oa �rwntsAs urrm tlros 3013 ;Manufacturer manuals for ❑ ompq)'es IFI1813 mechanical and water heating El Does Not systems have been provided. F❑Not Observable r ❑Not Applicable Additional Comments/Assumptions: 1High Impact(Tier l) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) m.... .p _. Project Title: Arvotti ADDITIONS AND RENOVATIONS Report date: 04/25/23 Data filename: Page 10 of 10 21018 1ECC Energy, r Certificate Effi INS IiI!IIIIIIIIiijimill Above-Grade Wall 16.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.30 0.31 Door 0.45 0.45 Heating System: Cooling System: Water Heater• Name: Date: Comments S.C.T.M, N0. DISTRICT: 1000 SECTION: 78 BLOCK_ 9 LOT(S): 27 W Z O DWELLING LC) I W/WELL WATER F+� I W 50' WIDE EASEMENT FOR 1NCRESS/EGRESS ------ AND UTtHTI9& S.C.T.M.#1000-78-9-34.3 1500.00 S.F. or 0.03 ACRES LAND N/F OF 4 3 KIM A. GIBBS SUMMIT (50') ROAD r 76475737 E— �5oc7 1� 0 ;� o DWELLING o 1`o o l n W/PUBLIC WATER LO_ Nr _ N N 150' L,L#7 z N 64'54'30 W 75.00' 1 N PIN GUYS 14.34' 1RoN PIN t EL 34 1 96_861E 33.2 al 64`5 r30., 4,G � �. t WELL 202' 8.9''. L �1. fi a 1 --Y FRU EL 31.9 EL 32,2 27" 24-2' DWELLING ' DWELLING ro 1 57 . FR W/WELL WATER & SEPTIC W/WELL WATER 35' DWELLING i OVER 150' /:' E I FFL 42.9 LOT 29 1000 GS L_ 2 t BIL00 242W 16.5' EL 30.2 EL 30.3 soo 8'0x12°DEEP o Z LOT 30 L P EL 28.4 EL 28.0 C'2 1 IRON PIN EL 28.2 REBAR U LOT 29A N 65°09'20" W 97.24' I I LOT 30A DWELLING �z W/PUBLIC WATER t VACANT W/GARAGE DWELLING DWELLING W/PUBLIC WATER W/PUBLIC WATER i { 150' I WELL I fI ' I I - - - - - - - - - - - - DWELLING I W/WELL WATER [ WELL OVER 150' ! DWELLING W/WELL WATER & SEPTIC OVER 150' I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ADD SEPTIC & WATER 09-20-22 AND OR DATA OBTAINED FROM OTHERS. AREA: 9,557.3 S.E. OR 0.22 ACRES ELEVATION DATUM: -NAVD88 --------- ---_ -_-- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF FO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/0,4 SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 30 ! CER4I=;E1 O. JAMES ARVOTTI; MAP OF: BAYSIDE TERRACE �- 1%4N - RENA ERMIRIO; FILED: MARCH 1 1 , 1953 AS #2034 SITUATED AT: SOUTHOLD - € � rz TOWN OF: SOUTHOLD � � I � KENNETH. M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 050882 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE - PHONE (631)298-1588 FAX (631) 298-1588 # 27-121 SCALE: 1 "=J70° DATE: SEPT 5, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk RESIDENTIAL GENERAL NOTES ISSUES/REVISIONS MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT � , 1.TH15 PROJECT 15 THE INTERIOR AND EXTERIOR RENOVATION OF A ONE STORY SINGLE FAMILY GROUND SNOW LOAD 20 PSF (PER FIG. 1608.2 BCNY5 2020 RESIDENCE,ZONED AS R-40(UNDERSIZED). WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNY5 2020 2.THE EX15TING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEN YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNY5 2020 GLAZED BASEMENT SLAB CRAWL 2020 15 16'-10".THE HEIGHT OF THE PROPOSED RENOVATION 15 20-8'. WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR FLOOD ZONE N/A (PER WALL R-VALUE SPACE WALL FEMA MAP) FENE5TRATIN 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). MOST LINE DEPTH 36° ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WEATHERING ROBABILIN SEVERE (PER BCNYS 2020 STATE,2020 E7CISTING BUILDING CODE of NEW YORK STATE,AND THE AF 6 PA WOOD FRAME DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE 1607.1 BCNY5 2020 4 0.32 0.55 0.40 49 20 OR 13+5 5/ 13 19 10/ 13 10, 2FT I O/ 13 5.DE51GN LOAD CALCULATION ARE BASED ON: LIVE LOAD:AS PER TABLE R,301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 DEAD LOAD:CALCULATED AS PER R301.3 AS PER 13CNY5 2020. SLEEPING ROOMS 30 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 P51 ATTICS WITHOUT STORAGE 10 PSI WIND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST. STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT I5T.FL. 40 LB. 12 U360 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 V360 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 5BC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING W CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE WRE55ED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO IJOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE 1'�1 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE5-ARY TO WALL FRAMING COMPLETE THE WORK. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURE5 REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. O DWELLING AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d I G'O.C.ALONG EDGES 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-1 Gd,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY L,^/ W/WELL WATER OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 1. CONTRACTOR SHALL DEMOLISH WADS,FLOOR, AND EXISTING ROOF AS INDICAT:D ON DRAWINGS FLOOR FRAM ING rV AND AS NECESSARY,AND REMOVE ALL DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4$d PER J015T F�-1 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EX15TING WORK AND OF BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END r, INSTALLATION OF NEW WORK,A5 NECESSARY. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALLBE PROTECTED AS NECE55ARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER JOIST 50' WIDE EASEMENT 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING FOR INGRESS/EGRESS - AND-UTUPES� S.C.T.M.#1000-78-9-34.3 AS NECESSARY. DIAGONAL 1 PANELS ad (TABLE 3.8) 1500,00 S.F or 0.03 ACRES DIAGONAL BOARD SHEATHING FOUNDATIONS I'x6'OR I"x8" 2-8d PER SUPPORT 1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./5q.Ft. I"x 10"OR WIDER 3-8d PER SUPPORT LAND N/F OF 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING Ld KIM A. GIBBS GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10"FIELD GENERALCONSTRUCTION WALL SHEATHING SUMMIT (50') OA- D o S 6454'30" E I.PROVIDE ALL LABOR MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TSUCURAL PANEL 8d (TABLE 3.9) I r� 75.00 0 COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS Lf) Q ODWELLING REASONABLYO IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/16° ad 3TDGE/6"FIELD Cs U) \ W/PUBLIC WATER 2.FASCIAS,5OFFIT5 AND EXTERIOR TRIM SHALL MATCH EXISTING. 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD / N N N 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD - --_- \ 150' A.ALL FRAMING LUMBER •SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) LIL#7 Z N 64'S4'3� W 75,00' `" OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) _-- - - TIMB S IRON PIN B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING L JJ - AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I'X6'OR 1'x8° 2-8d PER SUPPORT GUY e 14.34' IRON PIN EL 34.1 96.86' \ EL 33.2 C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. I"x 10"OR WIDER 3-8d PER SUPPORT 64-54'20" E o6D.ALL SUB FLOORING TO BE APA RATED 5TURD I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. EL 34.0 \ E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8'OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS Q k, 1911`\• Z 20.2, 8„9' F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 I"OR LE55 8d 6-EDGE/ 12"FIELD WELL OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF, GREATER THAN I' G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING I Od 6-EDGE/G'FIELD / I EL 31.4 F �• _ w ao I STY ERM. I H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I"x6"OR I'x8' 2-8d PER SUPPORT CONC. DRIVEWAY o J76 GARAGE \ BASED ON SURVEY BY: DRAWING. I N I O"OR WIDER 3-8d PER SUPPORT / 4 GF 32.4 1.ALL FLUSH WOOD CONNECTIONS SMALL BE FASTENED WITH RATED GALVANIZED METAL KENNETH M. WOYCHUK L.S. CONNECTORS BY'SIMP50N"OR APPROVED EQUAL. �1 & \ LAND SURVEYING AND DESIGN J.NAILING SCHEDULE SMALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. C6 ALL 2'x6'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. I ( EL 31.9 I DATED: 28 OCTOBER 2007 u APRIL,Zo23 K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12" EL 32.2 O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. 271-211Y1 06 APRIL,2023 L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. 24.2' M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE I LOT 29 21.5• j�//// 3# SSM: 1000-78-9-27 3 3 TYPE CONNECTORS BY"51MP50N'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE I \ ZONE: R-40 MARCH 202 HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. / DWELLING ,_ , 1 STY. FR Z; PROPOSED 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS DWELLING 35 �" o: AREA: 9,557.3 SF (0.22 ACRES) W WELL WATER "' DWELLINGI- c,' INTERIOR AND REQUIRED. W/WELL WATER & SEPTIC I / I '`�� t I G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. '? JXj/ #340' 106 EXTERIOR ' THESE PLANS ARE AN INSTRUMENT OF 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING " OVER 150' N N LOT COVERAGE SCHEDULE) 1000 GAL. FFL 32.9 RENOVATIONS IN SERVICE AND ARE THE PROPERTY OF THE 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED / LOT AREA: 9,557.3 SF I., 21' / // EXISTING FOOTPRINT I ARCHITECT.INFRINGEMENTS WILL MEMBRANE. �j' / BILCO EXISTING HOUSE: 685 SF BE PROSECUTED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. W 10.STEP FLASHING SMALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 24.2' EXISTING GARAGE: 380 SF 2023 ALL RIGHTS RESERVED STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND �r I29 CHIMNEY,AND ROOF AND WALL5. I / 30,2 EL 30.3 I 1 1.INSULATION SMALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SMALL BE CORNER6.5' 2-1/2 Ib. DEN5ITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS I L.P.L p TOTAL FOOTPRINT: 1065 SF GLA55 INSULATION.NAAMM STANDARD 51, 16-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER h O LD DOWN I INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. C) 8'(�X 1 2'DEEP OI 1065 / 9,557.3 = 1 1 . 1% 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 13. NEW HARDWARE 5HALL MATCH EXISTING. Cq ALLOWED COVERAGE: 20% 14.GYPSUM BOARD SMALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE I I LOT 30 C\2Robert 1. Brown "5HEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 5HALL BE I I/2, 1 z PROPOSED 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR L P. DRYWELL Architect, P.C. CORNERS SHALL HAVE METAL CORNER BEADS. EL 28.4 I O FINISHES -- IRON PIN EL 28.0 rn / DRAINAGE CALCULATIONS: 20 Bax Ave. Greenport NY I. NEW LAMINATE FLOORS TO BE SELECTED BY OWNER AND IN5TALJJ D USING MANUFACTURERS / - - _ - I EL 28.2 REBAR inro@ribrownarchitect.com INSTRUCTION. - - - - - - - - 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. / ZONE I : 685 SF x O. 17 = 116.5 CF 631-477-9752 3, CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET ADHESIVE. /� �� \ N 6509'20" W 97.24' PROVIDE (I) 6' DIA x 5'-6"D DRYWELL (122.9 CF) 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE CLEANEDAND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO (2)COAT5 BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR To BE SELECTED. RIDGE CROSS SECTION END VIEWIT IS A VIOLATION OF THE LAW FORAM PERSON, i 6. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS DWELLING / UNLESS ACTING UNDER THE DIRECTION OFA / BENJAMIN MOORS LAID(ACRYLIC SEMI-GLOSS PAINT. W/PUBLIC WATER LOT 29A LICENSED ARCHITECT,TO ALTER ANY ITEM ON HVAC THIS DRAWING IN ANY WAY.ANY AUTHORIZED 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES \ VACANT I LOT 30A NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES I W/GARAGE DESCRIBED IN ACCORDANCE WITH THE LAW. AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL / ALTERATION MUST BE NOTED,SEALED,AND CODE of NEW YORK STATE, N REASONABLY IMPLIED AS NECE55ARY ARY TO COMPLETE \ I DWELLING To WORK. LER DWELLING - 2.EXISTING BOIAND RADIATORS TO REMAIN. 3.NEW FORCED AIR CONDITIONING SYSTEM TO BE INSTALLED,NEW DUCTWORK AS o° W/PUBLIC WATER W/PUBLIC WATER NECESSARY. r 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55ARY TO \ I / 150' RK COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. I ! -. I •r WELL PLUMBING + 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH a REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 3 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PLUMBER SMALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. CLIENT/OWNER 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL.,STATE,ANC FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. ELECTRICAL A OTTI 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEWRV JoisT ELECTRICAL 5Y5TEM5 AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: I CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, JIM SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO 340 SUMMIT ROAD APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND SOUTHOLD, NY n971 INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND - - - - - ELECTRICAL DISTRIBUTION SYSTEMS. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODEDWELLING PROJECT TITLE of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO.70-2017(NEC), o W/WELL WATER I LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05HA),THE NATIONAL ELECTRICAL MANUFACTURERS'A550CIATION(NEMA)AND ANY OTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT WELL OVER 150' I DWELLING TI NANDD REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS W/WELL WATER & SEPTIC LABORATORIES,INC.LABEL AND BE 5UITA13LE FOR THE ENVIRONMENT IN WHICH THEY - -FLOOP RENOVATIONS OVER 150 WILL BE INSTALLED. ' 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE JOIST = I SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, SITE PLA N AND ANY OTHER APPLICABLE JURISDICTION. DRAWING TITLE 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SITE PLAN SWITCH. UNE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS SCALE: 1" = 20' ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. EXISTING EXCEPT AS NOTED GENERAL NOTES 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW - - - YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND Lo'o UPLIFT CONNECTIONS ON EACH FLOOR LEVEL. CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND CONNECTIONS D E T A I L SCALE BURGLAR AIARM5 AS NECESSARY. 24 APRIL,2o23 1'=20'-0" DRAWING No. ISSUES/REVISIONS D D BLUESTONE PAVERS EXISTING 2x4 CONSTRUCTION TO REMAIN REPAIR AND PATCH AS NECESSARY NEW POURED CONCRETE STEPS NEW R-15 BATT INSULATION IN ALL EXPOSED CAVITIES AND LANDING TO CODE(IYP.) NEW 2x4 EXTERIOR CONSTRUCTION REMOVE EXISTING WINDOW TO MATCH EXISTING ENLARGE EXISTING OPENING CD-X RATED PLYWOOD SHEATHING NEW WINDOW IN AS NECESSARY VAPOR BARRIER EXISTING OPENING (2) 2x8 HEADER NEW R-15 BATT INSULATION O m O 51-3 112" NEW 3068 0-8 112" O EXTERIOR 12'-0 3/4" 12'-O 3/4" c� NEW N N 2668 REMOVE EXISTING CABINETS OPEN STORAGE LOFT AND APPLIANCES w 145 SF NEW CABINETS AND APPLIANCE Q O ; SELECTED BY OWNER "' Q _ 1 Q N 3�4" PLYWOOD 5UBFLOOR 1 ` C O EXISTING BEDROOM I o "x w NEW WOOD FLOORING TO �'` w NEW BUILT-IN N N C C z w lz C PANTRY <o BE SELECTED BY OWNER NEW WINDOW IN EXISTING OPENING O N - NEW%2"5HEETROCK ON WALLS AND CEILING N EXISTING KITCHEN TAPE, SPACKLE, AND PAINT 3 COATS BLUESTONE PAVERS NEW LAMINATE TILE FLOORING N TO BE SELECTED BY OWNER NEW POURED CONCRETE STEPS PROPOSED POWDER ROOM AND LANDING TO CODE(TYP.) 2x4 INTERIOR CONSTRUCTION (2) 2x I O END JOIST NEW NEW 3G" HANDRAIL NOISE CANCELING INSULATION 2GG8 2068 NEW LAMINATE TILE FLOORING TO BE SELECTED TO CODE (IYP.) REMOVE EXISTING WALL _z z BY OWNER > 12" CO NEW FIXTURES PROVIDED BY OWNER, INSTALLED NEW 3068 SINK BY CONTRACTOR 4 EXTERIOR _ NEW PLUMBING TO CONNECT WITH EXISTING IN 2'-2" =NEW BASMENT m A N 32"x 48" A NEW PREFABRICATED 2068 SHOWER N0 EW PLA REFABRIG TED 3 LADDER TO LOFTER o B LOFT BY OTHERS O DDB OTHERS - v 24" B 8 B NEW VANITY = / N 2GG8 = NEW CUSTOM O EX15TING LIVING ROOM NEW DOOR IN DOOR TO ATTIC EXISTING OPENING In OPEN T BEL W REMOVE EXISTING PICTURE WINDOW NEW LAMINATE TILE FLOORING _ REFRAME EXISTING OPENING AS NECESSARY ch TO BE SELECTED BY OWNER (2) 2x8 HEADER m 0 o B Q UNFINISHED D = ATTIC STORAGE EXISTING 2x4 CONSTRUCTION TO REMAIN EXISTING BEDROOM 2 c0 REPAIR AND PATCH AS NECESSARY N N NEW K-1 5 BATT INSULATION IN ALL EXPOSED CAVITIES c� O N 'n NEW - (2) 2x8 HEADER 2GG8 G'-2" m \1 I I 5'-1" 2'-1 1- I 5'-7 1/2" u APRIL,2023 9'-4" � 14'-9 112" � o6 APRIL,2o23 OB OB OA O NEW 2x4 EXTERIOR CONSTRUCTION 23 MARCH,2023 REMOVE EXISTING WINDOW TO MATCH EXISTING CD-X RATED PLYWOOD SHEATHING ENLARGE FI RST FLOOD PLAN D ASNECESSARYNGOPENING SECOND f=LO O K PLAN VAPOR BARRIER (2) 2x8 HEADER NEW R-15 BATT INSULATION THESE PLANS ARE AN INSTRUMENT OF SCALE: I/4" = I'-0" SERVICE AND ARE THE PROPERTY OF THE EXISTING EXCEPT AS NOTED EXISTING 2x4 CONSTRUCTION TO REMAIN SCALE: I/4" = P-0" D ARCHITECT.INFRINGEMENTS WILL REPAIR AND PATCH AS NECESSARY EXISTING EXCEPT AS NOTED BE PROSECUTED W R-15 BATT INSULATION IN ALL EXPOSED CAVITIES 2o23 ALL RIGHTS RESERVED 7' 7' 12 12 Robert I. Brown to Q to Architect, P.C. 20 Bax Ave. Greenport NY info@ribrownarchitect.com Lu — — — — — — — — 631-477-9752 Lu uim I 0 ~ I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, J0 UNLESS ACTING UNDER THE DIRECTION OFA THIS DRAWING IN ANYWAY.ANY AUTHORIZED N U I LICENSED ARCHITECT,TO ALTER ANY ITEM ON w * ED z ALTERATION MUST BE NOTED,SEALED,AND O O I DESCRIBED IN ACCORDANCE WITH THE LAW. rluLu m m I I WINDOW SCHEDULE 12 12 � Q w 1010 w MODEL SIZE TYPE LITE QUANTITY NOTES rf% 4 t ~ A TW 3046 3'-2" x 4'-9" DH 4 OVER 1 2 EGRESS I � I o B AR 281 2'-8" x 1 '-5" AWNING 2 7 r.. 1 0 REMOVE EXISTING ROOF I e CENTERED OVER NiAND ROOF STRUCTURE I N � AR 251 2 - I X 11-511 AWNING 2 TEMPERED GLA55 IN BATHROOM FRONT DOOR ujED z D TW 2103 10 3'-0" x 4'- 1 11 DH 4 OVER 1 2 NEW 2x 10 RAFTERS @ I G"O.C. I O O I 7.5"CLOSED CELL SPRAY-IN FOAMI m CLIENT/OWNER INSULATION (R-50) w E TW 2 102 10 3'-0" x 3'- 1 11 DH 2 OVER 1 2 CD-X RATED PLYWOOD SHEATHING I o VAPOR BARRIER BLACK ASPHALT SHINGLES I w F CW 1 25 2'-5" X 2'-5" CASEMENT 4 LITE I STATIONARY ARVOTTI z I JIM 340 SUMMIT ROAD N � ( I SOUTHOLD, NY u � �` 971 > I I PROJECT TITLE NOTE: ALL WINDOWS TO BADDITION ANDE ANDERSEN 400 SERIES RENOVATIONS NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR I DRAWING TITLE L - - - - - - - - - - - - - - - - - - � FLOOR PLANS AND ROOF PLAN K00 F PLAN SCALE: 114" = P-0" SCALE EXISTING EXCEPT AS NOTED 24 APRIL,2023 1/4' DRAWING No. ISSUES/REVISIONS 12" NEW 30-YEAR BLACK ASPHALT SHINGLE ROOFING 12 B 3'-G" 3'-G" 12 I i NEW GUTTERS TO BE SELECTED BY OWNER, NEW GUTTERS TO BE SELECTED BY OWNER, INSTALLED BY CONTRACTOR � __ INSTALLED BY CONTRACTOR 12" 12" 2'-0� 12" NEW AZEK I x4 TRIMBOARD O 1 ON ALL WINDOWS AND DOORS E E I NEW AZEK I x4 TRIMBOARD ON ALL WINDOWS AND DOORS NEW VINYL SHINGLE SIDING O EW 30G NEW 30G O O CORNERBOAR TI TO MATCH EXTERIOR 'EXTERIOR NEW VINYL SIDING FRONT OF EXISTING GARAGE CORNERBOARDS TO MATCH _ BLUESTONE PAVERS EXISTING GARAGE NEW POURED CONCRETE STEPS AND LANDING TO CODE(TYP.) J , i 5-0" BLUESTONE PAVERS f 5'-0" BLUESTONE PAVERS NEW POURED CONCRETE STEPS nAPRIL,2023 NEW POURED CONCRETE STEPS S 1 D E ELEVATION (NORTH) AND LANDING TO CODE(IYP.) F RO N T ELEVATION (WEST) o6 APRIL,202 AND LANDING TO CODE(IYP.) 3 23 MARCH,2023 SCALE: 114" = 1'-0" SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o23 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 NEW 30-YEAR BLACK ASPHALT SHINGLE ROOFING 12 10 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. F i TO BE SELECTED BY OWNER, NEW GUTTERS TO BE SELECTED BY OWNER, INSTALLED BY CONTRACTOR INSTALLED BY CONTRACTORt i.p=_ . ','; NEW AZEK I x4 TRIMBOARD NEW AZEK I x4 TRIMBOARD /f ON ALL WINDOWS AND DOORS B C B B B B ON ALL WINDOWS AND DOORS �I ! NEW VINYL SIDING O NEW VINYL 51DING CORNERBOARD5 TO MATCH CORNERBOARDS TO MATCH EXISTING GARAGE BLUESTONE PAVERS EXISTING GARAGE NEW POURED CONCRETE STEPS CLIENT/OWNER AND LANDING TO CODE L==T A OTTI JIM REAR ELEVATION (EAST) SIDE ELEVATION (NORTH) 340 SUMMIT ROAD SOUTHOLD, NY u971 SCALE: 114" = 1'-0" SCALE: 114" = P-0' EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITION AND RENOVATIONS DRAWING TITLE ELEVATIONS SCALE 24 APRIL,2023 1/4'=i-o" DRAWING No. ISSUES/REVISIONS NEW 1 3/a"x I I /4' 2.0E MICROLLAM LVL RIDGE BEAM NEW 1 3/a"x I ► A" 2.OE MICROLLAM LVL RIDGE BEAM iI 1 a NEW 2x6 CEILING JOISTS @ I G"O.C. rty r NEW 2xG CEILING JOISTS @ I G"O.C. i1+Y REMOVE EXISTING ROOF REMOVE EXISTING ROOF 12 NEW 2x 10 RAFTERS @ I G"O.C. I NEW 2x 10 RAFTERS @ I G"O.C. 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 10 x; CD-X RATED PLYWOOD SHEATHING I O CD-X RATED PLYWOOD SHEATHING ++� 30 HANDRAIL BLACVAPOK ASPHALT 5HINGLE5 BLACK ASPHALT SHINGLES BAER ` EBI VAPOR BARRIERTO CODE(TYP.) N 'I 4, UNFINISHED ----- ATTIC STORAGE ALIGN CENTER NEW 2xI O JOISTS @ I G"O.C. - i xG AZEK TRIMBOARD No NEW 2x 10 JOISTS @ I G"O.C. WITH EDGE I xG AZEK TRIMBOARD NEW GUTTERS i V.I.F. NEW GUTTERS (2) 2x8 HEADER(TYP.) (2) 2x8 HEADER(TYP.) (2) 2x8 HEA ER(iYP.) (2) 2x8 HEADER(fYP.) I I O - REMOVE EXISTING PICTURE WINDOW _ REFRAME EXISTING OPENING AS NECESSARY - ao - -------- (2) 2x8 HEADER -- EXISTING 2x4 CONSTRUCTION TO REMAIN a? NEWy"SNEETROCK ON WALLS AND CEILING EXISTING 2x4 CONSTRUCTION TO REMAIN REPAIR AND PATCH AS NECESSARY iI i'' TAPE, SPACKLE, AND PAINT 3 COATS REPAIR AND PATCH AS NECESSARY BLUESTONE PAVERS NEW R.15 BATT INSULATION IN ALL EXP05ED CAVITIES -- NEW R-15 BATT INSULATION IN ALL EXPOSED CAVITIES 4" POURED CONCRETE SLAB w/GxG WWM POURED CONCRETE STEPS EXISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN TO CODE(IYP.) FRONT REAR REAR FRONT 8" POURED CONCRETE - FOUNDATION WALL `n I G"x 8" POURED CONCRETE FOOTING w/(3)#5 REBAR CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED SOIL EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN SECTION A SECTION B n APRIL,2o23 o6 APRIL,2o23 SCALE: 1/4" = P-0" SCALE: 114" = 1'-0" 23 MARCH,2o23 EXISTING EXCEPT AS NOTED EX15TING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o23 ALL RIGHTS RESERVED NEW ► 3/4'x I I Y4" 2.OE MICROLLAM LVL RIDGE BEAM REMOVE EXISTING ROOF NEW 2x 10 RAFTERS @ I G O.C. Robert I. Brown 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER Architect, P.C. NEW 1 3/4'x I I A" 2.OE MICROLLAM LVL RIDGE BEAM BLACK ASPHALT SHINGLES { {+ r7y; i rt � no@rlbrownarch tect com I' 631-477-9752 NEW 2xG CEILING JOISTS @ I G"O.C. r REMOVE EXISTING ROOF NEW 2xG CEILING JOISTS @ I G" D.C. 12 i NEW 2x 10 RAFTERS @ I G"O.C. I j 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 10 4J4 j� CD-X RATED PLYWOOD SHEATHING NEWy"5HEETROCKON ALL5 AND CEILING ITISAVIOLATTONOFTHELAWFORANYPERSON, VAPOR BARRIER TAPE, SPACKLE, AND PA NT 3 COATS O 2x8 HEADER(M'.) UNLESS ACTING UNDER THE DIRECTION OFA T 3G" HANDRAIL LICENSED ARCHITECT,TO ALTER ANY ITEM ON o BLACK ASPHALT SHINGLES TO CODE (TYP.) THIS DRAWING IN ANY WAY.ANY AUTHORIZED FillC9 NEW 2x4 EXTERIOR CONSTRUCTION ALTERATION MUST BE NOTED,SEALED,AND 2x4 KNEE WAIL TO MATCH EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. M 3/a° PLYWOOD 5L RELOOK I CD-X RATED PLYWOOD SHEATHING OP=N STORAGE LOF NEW LAMINATE GORING v VAPOR BARRIER TO BE SELECTEE, BY OWNER NEW R-15 BATT INSULATION -� -- NEW 2x 10 JOISTS @ I G"O.C. +' 2x I O JOISTS i G"O.C. I xG AZEK TRIMBOARD@ 5'-9" 10'-4" I xG AZEK TRIMBOARD NEW GUTTERS (2) 2x8 HEADER(TYI'.) (2) 2x8 HEADER(EYP.) J=N y (2) 2x8 HEADER(TYP.) .; z w = NEW PREFABRICATED NEW 3068 EXTERIOR _ — LADDER TO LOFT '� f cn TO BE SELECTED BY OWNER BY OTHERS REMOVE EXISTING CABINETS z o� AND APPLIANCES I EXISTING 2x4 CONSTRUCTION TO REMAIN NEW CABINETS AND APPLIANCE REPAIR AND PATCH AS NECESSARY SELECTED BY OWNER m NEW R-1 5 BATT INSULATION IN ALL EXPOSED CAVITIES BLUESTONE PAVERS NEW LAMI ATE TILE FLOORING NEW LAMINATE TILE FLOORING CLIENT/OWNER 4" POURED CONCRETE SLAB TO BE SE ECTED BY OWNER TO BE SELECTED BY OWNER w/GxG WWM EXISTING FLOOR JOISTS TO REMAIN POURED CONCRETE 5TEP3 FRONT REAR TO CODE(IYP.) EXISTING FLOOR JOISTS TO REMAIN A TTI JIM 8" POURED CONCRETE - 340 SUMMIT ROAD FOUNDATION WALL SOUTHOLD, NY 11971 I G"x 8" POURED PROJECT TITLE CONCRETE FOOTING ADDITION AND W/(3)#5 REBAR CONTIBELOW MINIMUM RENOVATIONS 3'-O" BELOW GRADE ON EXISTING FOUNDATION TO REMAIN UNCI5TURBED 501L EXISTING FOUNDATION TO REMAIN SECTION C DRAWING TITLE SCALE: EX = EXISTING EXCEPTT A SECTION D CONSTRUCTION AS NOTED SECTIONS SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED SCALE 24 APRIL,2023 1/4" i-o" DRAWING No. ISSUES/REVISIONS / \Q $$ FRIDG f / EXISTING OUTLETS GFI // -�} TO REMAIN r \ / GFI EXTEND EXISTING BASEBOARD RADIATOR & OV N _ \\\ $ SD NSYSTEM TO ECESSARY LOFT A5 �\ 3-6")- 34,4 643to ----� SD `® /� a \ TO / ® TO LOFT FIRST \\ -69-\ /G I FLOOR \ r EXISTING OUTLETS EXISTING OUTLETS TO REMAIN TO REMAIN L2 u APRIL,2023 o6 APRIL,2023 23 MARCH,2023 NOTE: NOTE: NOTE: NOTE: F I IST F LO O K PLAN EXTEND EXISTING NEW CENTRAL AIR CONDITIONING SECOND F LOOK PLAN THESE PLANS ARE AN INSTRUMENT OF EXTEND EXISTING NEW CENTRAL AIR CONDITIONING BASEBOARD RADIATOR SYSTEM TO BE INSTAIIED. BASEBOARD RADIATOR SYSTEM TO BE INSTALLED. SERVICE AND ARE THE PROPERTY OF THE SYSTEM TO LOFT AS EQUIPMENT LOCATED IN ARCHITECT.INFRINGEMENTS WILL SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SYSTEM TO LOFT AS EQUIPMENT LOCATED IN EXISTING EXCEPT AS NOTED NECESSARY BASEMENT AS NECESSARY EXISTING EXCEPT AS NOTED NECESSARY BASEMENT AS NECESSARY BE PROSECUTED 2o23 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY LEGEND inf"o@ribrownarchitect.com 631-477-9752 LIGHT SWITCH 3 = THREE WAY D = DIMMER ® JAM SWITCH IT ISA VIOLATION OF THE LAW FORANY PERSON, OUTLET : UNLESS ACTING UNDER THE DIRECTION OF A GFI= GROUND FAULT INTERUPT LICENSED ARCHITECT,TO ALTER ANY ITEM ON 220 = 220 VOLT THIS DRAWING IN ANYWAY.ANY AUTHORIZED 4 = QUAD OUTLET ALTERATION MUST BE NOTED,SEALED,AND FIXTURE DESCRIBED N ACCORDANCE WITH THE LAW. S= SURFACE MOUNT PROVIDED BY OWNER R= RECESSED PROVIDED BY CONTRACTOR hO WALL SCONCE PHONE �J CABLE 5E NETWORK CABLE ' *IF Q SPEAKERS EMERGENCY LIGHT A ALARM KEYPAD 'r 4 THERMOSTAT EXIT ® VENT EXIT CLIENT/OWNER SD SMOKE DETECTOR A SPOTLIGHT EPH ELEC. PANEL HEATER ARVOTTI �1 PHONE/COMM. z JIM — — LIGHT TRACK w 340 SUMMIT ROAD PC PULL CHAIN 01 SOUTHOLD, NY 11871 PL PORTRAIT LIGHT 5'G"TO CLOCK OUTLET PROJECT TITLE to Z DIRECT LIGHTING ADDITION AND CO CARBON MONOXIDE DETECTOR RENOVATIONS OFIRE ALARM STROBE DRAWING TITLE PLANS AND �- ELEVATIONS SCALE 24 APRIL,2o23 1/4!'=1-0" DRAWING No.