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Home My WebLink About50098-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE � v 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#: 50098 Date: 12/7/2023 Permission is hereby granted to: Silberstein, Steven 1025 5th Ave Apt 5 GN New York, NY 10028 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1496 Skunk Ln, Cutcho ue SCTM # 473889 Sec/Block/Lot# 97.-3-11.9 Pursuant to application dated 2/16/2023 - and approved by the Building Inspector. To expire on 6/7/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,591.50 CO-ADDITION TO DWELLING $100.00 Total: $1,691.50 Building Inspector i� TOWN OF SOUTHOLD—BUILDING DEPARTMENT � y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-95021itt) ://'www.,sout�liokdt canny gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. S6 Building Inspector g F Vim: 16 20 Applications and forms must be filled out in their entirety.Incomplete SUI I U OF T. applications will not be accepted. where the Applicant is not the owner,an TOWNCIFS011THOLD Owner's Authorization form(Page 2)shall be completed. Date: ' l6 23 OWNER(S)OF PROPERTY: Name: Steven Silberstein scrM#1000-97.-3-11.9 Project Address:1496 Skunk Lane Cutchogue, NY 11935 Phone#:516-578-7200 Email:steve@slibs.com Mailing Address: 1025 5th Ave., Apt. 5GN New York, NY 10028 CONTACT PERSON: Name: same as Owner Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Robert I. Brown, A.I.A. Mailing Address:205 Bay Ave., Greenport, NY 11944 Phone#:631-477-9752 Email:rob@ribrownarchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 350,000.00 Will the lot be re-graded? ❑Yes i@No Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION Existing use of property:!�&e �Mjjl Intended use of property: � -� Zone or use district in which premi es is situated: Are there any covenants and restrictions with respect to this property? ®Yes ,No IF YES, PROVIDE A COPY, ❑ Check IIBox After,Reads n. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone 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): ee dt - Authorized Agent ❑Owner Signature of Applicant: pate. CONNIE D.BUNCH lV-otary Public,State of New York No.01BU6185050 Qualified in Suffolk County STATE OF NEW YORK) Commission Expires April 14,2 SS: COUNTY 0F,': FIC tTJ JL- ) 6t CAA :X ,being duly sworn, deposes and says that(s)he is the applicant (Name Of in ividual signing contract)above named, . L al ' (S)he is the , . " �. �V�L-�M �i.i T i (Contr ctor 'men Corporate Officer,etc.) of said owner or owners, and is duly authorized to oper 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 �J � '' day of 20 Notary Public (Where the applicant is not the owner) L- "!�1&;441 �"residing at � �-('i �— do hereby au'uthoriz ria (ivnuvi o ,. �.. t✓ to apply on ., my behalf to the Town of Southold Building Department for approval as described herein.. Owne'r's Signature Date Print Owner's Name 2 Scott A. Russell � °� ST0]KI��I WATIE]k SUPERVISOR a NWAN AW]ENWIENT SOUTHOLD TOWN HALL-P.O.Box 1179 Town of So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 CHAPTER 236 - STORMWATER MANAGEMENT "IFEtRAL FORM x ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) .o t — — _ — — -actor, Other)APPLICANT: (Property Owner, Dogent, C nt :a NAME, Date:Date: matiot1. Co,LtNacR,Ip�f ileNu„he, " Propert Address / Location of Construction Site: S.C.T:M. #: 1000 61 IT, C t I1 � Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT " Area of Disturbance is less than I Acre No S.P.D E.S. f,'E'rni t is Required ! Project does Not Discharge to Waters ofthe State. No S,P D E . Perri rt rs Irectia XI 0 Area of Disturbance is Greater than t Acre & Storm-\,,\ater Runoff Discharges Directly to Waters of the State of New York. TIME APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than l Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a ST D.E.S. Pet-mit through the SOrrrthold Town E�� Prior to Issuance of a Building Permit. Date: m Re reared By. � ...- �. 17nP M N CM('P-TIIC nrrnhPr '7n I q a �. CI v e d Generated by REScheck-Web Software Compliance Cicat Project Silberstein Addition REVISED Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1496 Skunk Lane Steven & ilene Silberstein Robert I. Brown Architect P.C. Cutchogue, NY 11935 46 Murray Avenue 205 Bay Avenue Port Washington, NY 11050 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Elm Compliance: 14.2%Better Than Code Maximum UA: 282 Your UA: 242 Maximum SHGC: 0.40 Your SHGC: 0.29 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 rneet the minimum energy code insulation R-value and depth requirements. EnvelODe Assemblies Prop.Gross Area Cavity Cont. � Prop. Assembly or UA UA Ceiling-Hallway: Flat Ceiling or Scissor Truss 162 50.0 0.0 0.026 0.026 4 4 Ceiling- Main: Cathedral Ceiling 922 50.0 0.0 0.021 0.026 19 24 Wall -1st Floor: Wood Frame, 16" D.C. 1,072 28.0 0.0 0.050 0.060 44 52 Sliding Door South: Glass Door (over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.26 Sliding Door North: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.26 Door South: Glass Door(over 50% glazing) 19 0.300 0.320 6 6 SHGC: 0.26 Window-Bathroom: Wood Frame 7 0.300 0.320 2 2 SHGC: 0.31 Window-North 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window- North 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 3: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 1 of 10 w Prop.Gross Area Cavity Cont. Prop. Perimeter Window-South 4: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Wall-2nd Floor: Wood Frame, 24" o.c. 800 28.0 0.0 0.048 0.060 32 40 Window- North 1: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- North 2: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- North 3: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- North 4: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- South 1: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 2: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 3: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 4: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- East 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window- East 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Floor-Over Basement: All-Wood JoistfFruss 867 30.0 0.0 0.033 0.047 29 41 Floor-Over Porch: All-Wood Joist/Truss 311 30.0 0.0 0.033 0.047 10 15 Compliance Statement: The proposed building design describe: 'here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propose b Idiom has been designed to meet the 2018 IECC requirements in PI with the mend q nts listed in the REScheck Inspection Checklist. Version REScheck-W band t y to re wire e c e com i L ame-Tid le Sig a �, w Date f4E A 'MIQ ;. 4z Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Ch cI is Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # F"reµt ^spectio ll'I an Review l r Plans Valueified' lel � ef'l cl Complies? mems/Assumption Section Comments/Assumptions s & Reg-113 _ .._. �� " ,©Com lies Requirement �� ent will be met. 103.1, !Construction drawings and P q 103.2 documentation demonstrate ❑Does Not G !/i i, /a� [PR1]1 energy code compliance for the ��, �r �,�1�%!�/j/� /��i� " �% � Not Observable building envelope.Thermal r�i%/!io��i,� ��''' %'%/,?% i'��%��%%��ii0io%'�"" � ❑Not Applicable envelope represented on construction documents. iy j!jr%//j%/////%'/i rir ',/,iii 103.1, :Construction drawings and ��;i� ��i,�f// �f�f/��j /��'❑Com lies Requirement will be met, 103.2, documentation demonstrate —Does Not 403.7 energy code compliance for i; Not Observable [PR3]1 ;lighting and mechanical systems :Systems serving multiple 1 r,%'„ %/Gi/%� //i ,r?;/ i „/%>❑Not Applicable %'' / % %%i%%/ifi / /%i%i r i✓f/%/i' r !dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302,1 ;Heating and cooling..equipment is Heating. Heating: lies Requirement will be ._ �...... met. 403,7sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not jPR12 Ion loads calculated per ACCA Cooling: Cooling:. ❑Not Observable y Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact (Tier 3)= Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 3 of 10 tion Ldp Foundation,Inspection Complies? Corm^ nts/A ump ions 303„ 1 A protective covering is installed to� ❑complies Exception: Requirement is not ....�--,.,. .v,- .._..�._.-.-. applicable, LF ' 1)2 `protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable' grade. j❑Not Applicable �Snow-and ice-melting system controls,❑Complies Exception: Requirement ise not applicable, [FO12)2 installed. '®Cages Not ;❑NotObservable ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Nru� act(Tier 1) Im act (Tier 2)m Low Impact (Tier . �p..�.......... 2 ' Mediump ..._ Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 4 of 10 Veri er # Framing / Roue h-In Inspection PIanV luefied Fie Value Vified rvCp Pom Mlles? Comments/Assum tions Section & eg.ID __ _ 402.1.1, Glazing U-factorg(area-weighted U-� � ,� U.�.._: -� D mplies see the Env elope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable :v < 303.1.3 U-factors of fenestration products � �/' ' �% a�❑ Requirementuirement will b.e.. me.tt. [FR4]1 are determined in accordance El Not ;with the NFRC test procedure or ij%%��//f /;jG �/i/��,�j%�i,�/�� ;/�,�j,%;/;,� �� Observable taken from the default table. %,,jj%%%// �%%�°? � i�/�% ��/ ''❑Not '. / ��%�ii��/�%%// /i%rtl�� %;ice��%i% ;! i/❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier i' '%/i��"" %%'% i�;;'%�%�;��'lll/!;;�!;!'i ❑Complies Requirement will be met. ✓ i /��i/��%i%�/ i'/i r/��i /i// FR23 1 installed per manufacturer's �/��/%/�%%/�i /%1% ,l//��r �% �/✓/�,-❑Does Not instructions. /��%/�%! %,,,%j/�f/%!°i%�/�j�;� !i!%� � Not Observable ❑Not Applicable FR20 3 sel stedation that is a d labeled a�tsite mee built � �% �,�� t��'� � ❑DoElCorinplies es Not Requirement will be met„ [ ] g V AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code i! '%ii 'o��"''�� %�� i�� ❑Not Applicable 402.4.5 'IC-rated recessed lighting fixt�ures ❑Com lies Requirement w•iIIl be met. [FR16]2 sealed at housing/interior finish (�i/% /i�ii;j/��i�%//%;�i%i%ld�%�j� j/i/,�%�;�,❑Does Not and labeled to indicate :52.0 cfm /l;ii ��j�i��%//i�%//;'%/% %�, ;'�; ❑Not Observable ..leakage at 75 Pa. ❑Not Applicable 403.3.1 � Supply and return ducts in attics Complies :Requirement will be met. 1 �r%////if��ir�i/ �/l/ilk/r>j r�f �❑Does Not •.. [FR12] 'insulated >= R-8 where duct is /�� / ' �/�/ / �� >= 3 inches in diameter and > �� i/i��i �i�� %��i��„�j; ��/��i�i�r Not Observable R-6 where < 3 inches. Supply and 1, �l%�/!�� ' f/a///�� /�f°�� (��iif�j%�,'�f�/1�iii/,/ „/,�%�a/��❑Not Applicable return ducts in other portions of n��it�/�, f� �� /� �i�� i�% i the building insulated >= R-6 diameter>= 3 inches and R for < 3 inches in diameter. i"��%�� ///%%i%%��%nr%�%% �- i��/� / ❑Com lies Requirement uirement wiI air handlers and filter q I be met. 403.3.2 Ducts, a �'IR1311 boxes are sealed with �� " '�� /�///i%G% � ��/l/% %%� o � `❑DOes Not joints/seams compliant with iii , , �ii� �// ❑Not Observable International Mechanical Code or International Residential Code, as ,' „�% ay/�a, %�� ENotApplicable /il/ Cable. »» ''�//lI////i{//f��///iii%� ✓j/� %l��G�ii i/pll�i/iii// __..... _.mm,....�p�lp._ ....n� _... ._ poi,i/',��'ii�i �/�/�y/ ,- /ori%/� �1 /// i� 403.3.5 Building cavities are not used as l!� i/,%��/�� f/� //t�% j�� %❑Complies Requirement will be met. 3 � [FR15] ',ducts or plenums. f/„�❑Does Not Not Observable , % jl�/r//�/�i%/%i///�ii�/ii%%/ %iii///i�/!1/��❑ ❑Not Applicable 1403'4 HVAC piping conveying fluids R- R ❑Complies Requirement well be met. [FR17]2 above 105 9F or chilled fluids j❑Does Not ` below 55 9F are insulated to -R ❑Not Observable 3. ❑Not Applicable 4 4.1 'Protection ......... ❑Com lies Requirement __ 03. n of insulation on HVAC // p equirement will be met. [FR24]1 ;piping, ilii%f%°i/%�'ij %/ i ii`//�j%% % i ❑Does Not /�%/' ell w ❑Not Applicable ppli able .. ..._ ._1a Observable ....._. .... m�m.�ur. . .. 403.5.3 Hot wat�...er pipes ._..,are insulated_..to R- R ❑Complies ;Requirement will be met, [FR1B]2 >_R-3. ❑Does Not -]Not Observable ❑Not Applicable 403.6 Automatic or ravrt d.. ..er ©CompIie _ _mm �...�,.:� ........ - ❑Does N. g ' y ampers are �� 'r ,” ' s Requirement will be met. [FR19]2 installed on all outdoor air , ' %� of �i i intakes and exhausts. ��/r�„iii / ,% %� /,,�'%ji � /�� LIN ot Observable //iii%i�ij/ � ii/%/��%/i�%r//ly,%li/��i��i�%/,%?;❑Not Applicable [ •gh Impact (T�i�er 1) Medium lm act-(Tier 2) 3 Low Impact(Tier 3) -.__ ......... �.. Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 5 of 10 I Additional Comments/Assumptions: Medium-Impact'�(�: (Tier 2)High Impact El E Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 6 of 10 plans.V�,rmfiecl�. Insulation Inspettion°�- complies? Comments/Assumptions & R Nfalueulue 03..3 „All installed insulation is labeled �i/,%!%ii%�/%�i�%��'��%ii/%/%�%%/ %9i ;!/%,,�% P q 3 �f�/ /� � r / ��L�Com lies Requirement will be met. 2 ! j/'i% / l ,/ir �NN1j 'or the installed R-values y��, 1�,�,��/,y//��;,r',�r�,,�f j��,��/�%h Does Not ff ' provided. %/,��%�� p /��n��;� /„/�fJ ❑ ot Observable ' r /�� r�✓��ilk 0701/11 IBM i/fir rr /�%�%poi/�%/ ��iJ/,�i/✓i/�j �� j�/%��j t /ii�,%,,!,r ®Not Applicable ----- .. .. / See the Envelope Assemblies - 402.1.1, Floor insulation R value. R- R ❑Com......._ . ..._.� � �.�...�. ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]i ❑ Steel ❑ Steel F......pNot Observable j......Not Applicable 3.2 Floor insulation installed perplies Requirement will be met. 402.2.8 manufacturer's instructions and i /%!�� %�� ; /j/iii;%' f� i� 03oe Not � � , %%❑ (IN211 in substantial contact with the i%�'6'%;!�'l�" � ;t'r%///l� /��''"%'�' i/� i /f/i /ii ' ice%i�ilr il�i�/�p Observable underside of the subfloor, or floor /�r / �� /� ��lr / � ' framing cavity insulation is in ;"i"% ' %; ;;';''"! % %°';'i �1°❑Not Applicable contact with the top side of „ r r , ;:sheathing, or continuous If15UlatlOn IS Installed On the underside of floor framing and ;.extends from the bottom to the -top of all perimeter floor framing members. OR- insulation 402.1 1 Wall R value. If this is a R- R (]Com lies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;®Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ![-]Not Observable i,I1\131a exterior, the exterior insulation ❑ Steel ❑ Steel t❑Not Applicable �r requirement applies (FR10). 303.2 :Wall insulation as installed --p�e�r-� %i � � iO ,, ❑Complies Requirement will be met.� IN4 1 manufacturer's instructions. ❑ Does Not ilii Not Observable �/ fE]NotApplicable Additional Comments/Assumptions: 1 High lmpa: (Tier 1) Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 7 of10 Plans VerNf]etl .. F lield Verified . �.. Final,tnspectlon tVl51nValue value al ...._.. Complies?_....._.._. ._._e..._ nee��o7s "D 402.1.1, ,Ceiling insulation R value. R- R- ❑ ompSee � elopAss .._ 402.2.1, j❑ Wood ❑ Wood ;❑Does Not ,table for values. 402.2.2, ❑ Steel "❑ Steel 1C:::]Not Observable 402.2.6 [FI1]1 DNot Applicable 303.1.1.1, 'Ceiling insulation installed per „i�� %; �� ❑Complies ,Requirement will be met. 303.2 manufacturers instructions. ❑Does Not [FI2]1 ;Blown insulation marked every r��„i , �' /� ��' �j�ti%� ',',�, ��❑Not Observable 300 ft2. ❑Not Applicable permeable %% i�%/'%!'til///i'%%',%j�il1, %/ / 402,2,3 .Vented attics with air perm r/,�/ �t��////i/ �j,/ �,ll�f/�, j; ❑Complies ;Exception: Requirement is � za � �J� � � F)22�ryy insulation include baffle adjacent ,��j��ji ��Il�iii�� '�j��//l/��i��/� ❑Does Not not applicable. ;to soffit and eave vents that /i/�% �'//!r�� '/�i��/�% !°�%%�/ii /n /�'r �i %��i ��/�i��D t/i ion /o-❑NOt ObSerVdble extends over insulation. _ ��:,;%� ��,��,/t!, ,,,rte°� i��,�;; �❑Not Applicable 4 iAttic access hatch and door R s�R - � �d carr plieRequirement will be met. [F013]21 >R-value of the 0Does Not e insulation _ adjacent assembly. o❑Not Observable r j❑Not Applicable _ 401 ]11 2 •ach in Climate door test @ mate Zone 0 Pa. <=5 ACH 50 = ACH 50 ❑Complies Requirement will be met. "-' [FI Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to _ z cfm/100 z cfm/100 ❑Coes Not ,Requirement will p q be met. [FI27]1 determine air leakage with ft ft ❑p 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 t handler enclosure. p q... , 1 icfD:Duct tightness test result of<=4 cfm/100 cfm/100 ❑Com lies Requirement will.........- 403.3 4 I be met. [FI4] m/100 ft2 across the system or ft2 ft2 Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable occur during Fraruirg inspection , ,,rrroma lies403.3.2.1 Air handler leakage designated m^ Requirement will—be met. 6 �._ FI2411 b manufacturer at<_ % of i%!%l/%'i ii 'r / %r / � 1❑Does Not [ Y manuacureiriJ %f /i j design air flow. / /f„ /iii ////i�/ /��oi/// ❑Not Observable / Not ❑ Applicable %� %ii/t-ii��/l %/��i'iii%��!"'��'%/moi%%;'�i%❑Complies Requirement will be met. 40 „�,„� ;.Programmable thermostats �,�j/��///� �f�j� jj/ �/„j/��, �� (F19)2, installed for control of primaryl/r�� ,/�// / �� ,!M%�!❑Does Not heating and cooling systems and ,r, y ❑Not Observable initially set by manufacturer to , ❑Not Applicable code specifications. ��j/ %;,c�/%i�%% i/��,� ��/��/�'!Gr�� .�,.�,,...�. .�. ......�..___...... /, ' 40,1,2 Heat um thermostat installed i%/„„fir%i��%�/�1//��//��6/�,r��/„ Complies Requirement will be met. Does�on heat pumps. ��j��'��, ❑Does Not i,ia`j��%�"�� ❑Not Observable / // ��,�; �� %i,%!/'�'! r❑Not Applicable 403,5.1 Circulating service ho u s ter �/ ��'/ � �j%�,�'i �'��i!�� '�'��t�a❑Complies Requirement will be met. FI1'° j systems have automatic o �'r' ❑Does Not accessible manual controls. r ❑Not Observable , lr ❑Not Applicable ` 1 High Impact (Tier 1) 72- 2edium Impact (Tnr 2j3 Low Impact(Tier 3) mm Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 8 of10 e tion Plans Verif d, led Final Inspection Provisions Cornplies? Comments/Assumptions Reuel Valt Vwle 40 ,,6,1 iAll mechanical ventilation system ❑Complies Requirement will be met. j ❑ r��/�i�i�,iii'fi%ij/��'ur%i/%�J �%/%/��//' 'r Does Not [Fh21 fans not part of tested and listed � j �,, i //,/,, /J r t, HVAC equipment meet efficacy / / , ❑Not Observable and airflow limits per Table ❑Not Applicable R403.6.1. ._. ...... �.. �- �' '% "/ ///' j ' /� ;// ❑Com lies Re uirement will be met. 403.2 .:Hot water boilers supplying heat �'/j°ii��%%�''��'i'%��/%'�%�rr�/r�//�/��/, P q tF12�aj2 Hthrough one-or two-pipe heating i1% j' ;,'��%'i,/�°%1�r�f�; !/%�i////i, ��/❑Does Not ,,systems have outdoor setback � Not Observable , //, o,/,,/❑ control to lower boiler water -tem erature based on outdoor %/�t / � � '/; Cj//9 ❑Not Applicable ;temperature. T/ f9/,,,,,/iy' /,!rj/rl/% it t,o !/o/% ❑Com lies !Requirement will be met, 40 ; A1,1 ,Heated water circulation systems irfflf!/rio'!%%'%/''° �%/ „'//��/��// , P q //�//fir/�/ j/��j %%/%/ / ❑Does Not F1213 'have ai Cllrculattpon pump.The ////r � rii/ 1, ///�r r� r/i r system retUrn pipe is a dedicated ❑Not Observable ret pipe or a cold water s��pply r r iii // r j r, ,/ /r r ' ❑ . / ,// %i / ' NOt Applicable Gravity avity ands thermos- syphon circulation systems are ih'^got present.Controls for circuladng hot water system pumps start the pump with s1gnaq within the foi hot water dI"rtiaR"VC�' occupancy.Controls ;aUtOrnatiCally turn off the pump when water is in Circh.hlation loop, GS at set-pointatA.]re p and t:�em er r , no demand for hot water exists Electric heat tracesystems ” " ' rte/ //r/1i;;///i/ i/i'/r/c///i; r/;i%% ' /r ///,,, ❑Complies Requirement will be met. 1=120,7 ',comply with IEEE 515.1 or UL //;i/% i!%//i /,li / /ri/a/i/rii' %i `❑Does Not � j �it%%"/�/%��//r'/Gi'//��i��'%'��%';', 1/�/ / r / /r/r%i/ // „/�i i/ X515. Controls automatically ��/oj/�/,/,//�/,,,�Nr/,/, 1 ��/ ,�/�,%/, /��r�� //�/ y � /oo /�❑Not Observable adjust the energy input to the �� i� i / �,/////f%j/, j�i �/ ❑Not Applicable heat tracing to maintain the desired water temperature tem P piping. %❑ 403• ,2 Demand recirculation water Complies Requirement will be met. FI'3'0, systems have controls that � �%/%%��/ii��` � �`/��i'��'�i ❑Does Not � Y �/ii �/ /I�/lr ///fir i%////�ll/�0//r� manage operation of the pump P//i/�r//��i/, �%//,/,� �j//%��% /i�i� i�//r� /%'//%%/a,�j�/� ��i/,ri/ ji�i�ir%°'❑Not Observable and limit the temperature of the / ��r/ /�//�r//r/��/r/ ,ri� �i// %�i/ r ❑Not Applicable -water entering the cold water piping to <= 1044E 401'4. Drain water heat recover units / oD/�/�%ii/ %�'!/ /'/�//'�' y iD,i��j��i��ti1�� //;��%'�"'�� ❑Complies �Requirement will be met. pF13': �g2, ,tested in accordance with CSA /� /%// %//' // /' ��° /° / ❑Does Not B55.1. Potable water-side / N of Observable Pressure loss of drain water heat iii / ////%/l / recovery units < 3 psi for /;;��%�r //%�ij% �%%/�%l"❑Not Applicable IndIVldUdl units Connected t0 One - ;or two showers. Potable water- side pressure loss of drain water ,heat recovery units < 2 psi for individual units connected to three or more showers. '90%or more of permanent , %%�//,j'l%'i%%%' G/',yrf%%%%/%fi%%/%/❑Complies Requirement will be met. 404.1 P �/%/�%j,�%�a//1f/�/% �i/��f/%/i/%ii/o�i��/i/„❑ [F1611 fixtures have high efficacy lamps %// j////l //% /;i///%f%///i,r„/„a Does Not ///�❑Not Observable ,. PP ....-.�. ❑Not Applicable �, _..... _...._... ❑Com lies Exception: Requirement is 404.1.1 Fuel gas lighting systems have /i/ia� rl�r ! o iii/r�� P P q 3 / �%�fifs%% i/riva /y❑ [FI23] �no continuous pilot light. �/f//�,/oo/%i%/� /,„�y ��/ /1 Does Not :not applicable. F❑NOtObservable ❑Not Applicable �,� �� Com lies ... Re uirement... _ ...__. /' ' iii r r��Oi// / r r r / ., r Pp will be met. 401.3 ,Compliance certificate posted. �iij;,, i i////��jrr,/ � �/„ , ,'r�r �� P q r ' '%/ij��/ii1 %j%ii//r%i/��i %%r ' r� [FI 7) jai' /�� /r // r �/ >' ° El Not rii/ i/i ia �/%/�i% ' ❑Not Observable %�i// �i �/” �,,❑Not Applicable i„ p' tple Im act (Ther 1) Medium impact H (Tier 2) Low Impact(Tier 3) 1 e h,W ct (Tie _ ..._. . _._.... Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 9 of 10 .Plans�Verified.. FleldVerified_. ..��.. ..�.�� .,_...' � l!Inspection Provisions Value Value Complies? / _P ions IIS final.,..... r manuals for // i""'//' ,ai ,,'' ii� �lompliesRegswrrrents Assun _ m.... 303.3� Manufacture �i,,��;�//ice�� ,%��y��/ , � :Requirement will be met. (Fl1'31 mechanical and water heating FDoes Not systems have been provided. " ii G�' '� '�INOt Observable /[]Not Applicable ` []Not / Additional Comments/Assumptions: .... ... p Im�aact(Tier 2) 3 Low Impact(Tier 3) 1 Hw h Im pct (Tier 1) 2 Medium Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: - Page 10 of 10 2018 IECC Energy �(jficate Efficiency II MEMMEMEMEMINOMSEM Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.30 0.31 Door 0.30 0.26 112011111 M 111,; Heating System: Cooling System: Water Heater: Name: Date: Comments w _ __ __ -_ _� _ - p V BA5ED ON SURVEY BY: GR055 FLOOR AREA: 539 75. - m"`-"" - o LO N •~ `". THOMAS MATARAZZO LAND SURVEYOR ."� ^�.,., . .. `\ r 013 EXISTING BUILDING FIRST FLOOR: 2.352.0 5Q FT �- 4 O D / TED. 6 OCTOBER,2 e NO NINGI„GOOF P PLY WELL LOCATED NEW ADDITION FIRST FLOOR: 5Q FT ------------ 8G5-5N 1 SEPTIC SYSTEM SCTM 1000-97-3- I.9 NEW ADDITION SECOND FLOOR: 922.1 SQ FT TE5T HOLE 1/27/201l� - _ 3 / _ ARTW 877,2309 5QFT OR 2.01 ACRE NEW TOTAL GRO55 FLOOR AREA: 4.139,6 SQ FT EL. BROWN LOAM OL m kQ8' M � � +21.0 0.5' NO NEIGHBORLY`a PT LOCATED WITHIN d[H lC TrM LOT COVERAGE: DRAINAGE CALCULATIONS: W, �."F BROWN CLAYEY SAND 5C EX15TING WELL } ,,� EXISTING BUILDING FOOTPRINT\2,352 SQ FT EL, 2.0' NO NEIGHBORLY WYU-LOCATED ^ �' �� NEW ADDITION: 1X77 5Q FT ZONE 1: +19,0 WITHIN 1509 50'OF PKOP05ED ,. ELECTRIC . .�� Ra= \ GGG 5F x I x O.17 = 1 13.2 CF LLJ SEPTIC SYSTEM n BOX _-_ _ � SEE SKY PLAN NEW TOTAL BUILDING FOOTPRINT:3,529�Q FT PROVIDE (1) 8' DIA x 3'E" H DKYWELL (1 47.8 CF) Z y - _ ' tea' ALL wLNRr� 1J INC PROPERTIES �, ELECTRIC W ^. {} r DIAGRAM #fid LOT COVERAGE: 3.529/87,239=4% \ ZONE 2: Q WITHIN ES ARE OF PROPERTIES tl OVED } METER Y om`. � `. f� �� G50 5F X I x O.1 7 = 1 1 0.5 CF PALE BROWN FINE SAND SM �[ APP "7k1MAF' � , ,[� \ ELEVATIONS HEREON REFER TO NAVE) 1988 PROVIDE (1) 8' DIA x 3'G" H DRYWELL(147.8 CF) (��Y Y NOTE: STOW ~�`"a *410 WAYNE JC MOTT 4 MARY O. MOTT cn PLAN ER IiNACjE a Z NEI �� "F CP1&S \� VERED D R W& w�4' S. EL, 17.0' ,OR H +3,0 W C I DDITION -- _- _ -\ _I NO WATER ENCOUNTERED t w i"a+J4 I M `Q 40" E - 333.27" E5EFT:�;50 Of PROP05EDTED / {i p w 6. PROPOSED N PKOPO5ED 87 25 -- - ALL BURP a rsbmN PROPERTIES FENCE AROUND I _ I TEM «3 • -- I F WAY (PER FILED MAP - _- ayC7C7 GAL 25' RIGHT O In WITHING 15,OF PROPERTIES CONC. PAVE. P�C 5 0 "� may, , d; SYS NEW SEPTIC Off'. ) o D GE r N LINES ARE I PROVED � I�* 0?. . LCS eP� o ZONE 2 w� Fey 2.4 f I S 8702,5'40' W 273 N 12' E 1 /°„ " °. .27 PPECA T LEACHING PO (U58'e a O fXPAN I N7 a NO hkr:"I,;HBO�RG:Y WELL LOCATED , k� �y WITHL 51500F PROPOSED Aw� LEACHING POOL / �V Q FRAME Ary REMOVE EXISTING F�CISTING ^ sE "SYSTEM QC�j SHED "t - ' �r � SEPTIC SYSTEM AND REPLACE / 4� ALL 1,1r R6SUN1NG PROPERT1Es ° ` ;✓ WITH NEW 2 MJVT 4NG 150'OF PROPERTIES ;5 ARE IMPROVED w a \ N. J O µ' .t P okra' k r N/o/F . \ � 0 " \ TECHEN UZANNE HOOFER .... "�" \ Abandonme )4 nt of the existing sanitary system must be in Z; + conformance with the Department's requirements. w Re ised plan approved: 11/28/23 Expires: 2/1/25 completed form WWM-080 as proof / e/S Submil,...,...� . _ _. o / 42 R/�EwgY� \ \ LOT 2 ��y��/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "...i a............ I� a�,ALpd•r;rcAs� _ ..... ..mm�m.... PERMIT FOR APPROVAL OF CONSTRUCTION FORA _ i rel PRMA�1 Z o 1a� Xa C RESIDENCE ONLY 0 / \ \ � ,� �� P ' GRADE EL, CONCRETE COVER MINIMUM LOCKING CIASTIN6 TO 1AINM1, GRADE EL. SINGLE FAMILY I \CJ ID C NCE OI Y L 1 II GRADE area maintained `3O OO w � +20,0 8 "BE,OW GRADE +21•5 by others 222.76' S 89� 0T 20 E Q „ +IZ:9 4'SDR 35 PVC fir:.., b IE.. 4WA5TE LINE C P20.0 2/1/19 ,�1p' Z �7 32' WASTE LINE dE, t +18.P. � SLOPE_Ye SLOPE:Y"PER DATE � �O R10-18-0004 NO NEIGHBORLY WELL LOCATED WITHIN 150 OF PPOP05ED A Wi&Iq POURED 1#1COL.rFI) FORILL .. FOOT ". APPROVED ✓"•" �"L � c SITE PLAN SEPTIC SYSTEM NOR00TC 5LAB LEACHING " A"' �R FOR MAXIMUM OF 6 BEDROOMS ALL SURROUNDING PROPERTIES SCALE: I"=50' ABOVE _ WITHING I so'Of FROPERTIES EX15TING EXCEPT A5 NOTED ABOVE gMATq ,. MINIMUM PIRES THREE YEARS FROM DATE OF APPROVAL LINES ARE IMPROVED TABLE SEPTIC SYSTEM CROSS-SECTION NOT TO SCALE ILL G BEDROOM HOU5E:MINIMUM 1 500 GAL SEPTIC TANK ...... �....... .m ._.... .... ,,,,,,,,. , ADDITIONS Robert I. Brown RENOVATIONS SILBERSTEIT"N' RESIDENCE Architect, P.C. aO5 Bad+Ave. Greenport NY 1496 SKUNK LANE, CUTCHOGUE, NY into tr rt rownarehi teetMcom „l " IT ISAVIOLATION OFTHE LAW FOR ANY PERSON, 631-477-7752 UNLESS ACTING UNDER TH E DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON OCT.THIS DRAWING IN ANY WAY.ANY AUTHORIZED C1Z, 202.3 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. c�-7_3-- ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT I THI5 PROJECT 15 THE NE',V ADDITION TO AN EXISTING I-STORY,SINGLE FAMILY 5TRUCT"URE,ZONED GROUND SNOW LOAD 20 PSE (PER FIG. I GO8.2 BCNY5 2020 A',R-4 J WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I G0?.3(I)BCNY5 2020 SEISMIC DESIGN CAT B (PER SECT. E 1 3 BCW; 2020 GLAZED BASEMENT SLAB CRAWL 2.1 r+E HEIGHT OF THE E''<15TING STRUCTURE IS 25'-G".THE HEIGHT OF THE PROPOSED ADDITION WILL CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR BE 22'"C' WINTER.DESIGN TEMP I I°F (PFR TABLE N 1 101.2) ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE FENESTRATIN WALL R-VALUE SPACE WALL FLOOD ZONE N/A (PER FEMA MAP) SHGC R-VALUE DE'TH R-VALUE S.THE TYPE OF CONSTRUCTION 15 TYPE V(B). 566q 4.ALI ',,VOPK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YOP,K FROST LINE DEPTH 3G" WEATHERING PROBABILITY SEVERE (PER BCNYS 2021); 4 0 .32 0.55" 0.40 49 200P 13+5 81 13 19 10/ 13 10,RFT 10/ 13 STAT E,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF&PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOAD5) 5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1 G07.1 5CNY5 2020 LIVE LOAD.AS PER TABLE P3C!.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 Psi DEAD LOAD.CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 SNOW LOAD:20 PSI GROUND SNOW LOAD(A5 PER PIG. 8301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 PSI WIND tXP05'JPIf CATEGORY"C",POP. 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT 1517.1'L. 40 LB. 12 L/3GO 2ND.FL.(SLEEP AREA) 30 LB. 12 U3 GO NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U3GO (PER AP 4 PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U3GO ONE AND TWO FAMILY DWELLINGS 201 5 513C HIGH WIND EDITICW) JOINT DESCRIPTION NUMBER OF COI,/C>iON NAIL5 NAIL SPACING G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CON5TFUCTON MEANS,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AtiD PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. RAFTER TO TOI'PLATE(TOE-NA(LED) 3 PEP RAFTER THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PEP J015T 0 OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP OU 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS. FOLLOW DIMENSIONS ONLY. BLOCKING STRAP(EACH END) 2 PER TIE BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 8.CONTPACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT 5HONN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OP EXCEPTIONS AS WALL FRAMING NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,ARID TOOLS NECE55ARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE NAILED) 4 1 CL, J015T EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN 5TRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES _ 10.CONTRACTOK SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-!Gd,3-1 rd,A-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JO!5T, DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING P,OOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING AS NECESSARY,AND REMOVE DEBRIS, J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST ---- 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(rOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3"1 Gd EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 F_ EACH J015T 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECE55ARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3 8d PER J015T SKY PLANE D I AG RAM DEMOLITION AND CONSTRUCTION. BAWD J015T TO J015T(END-NAILED) 3-1 Gd PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SEPI/ICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TO[NAILED) 2-1 Gd PER FOOT 1/8 11 c 1 1-011 TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. 5TRUCURAL PANELS 8 (TABLE 3.8) DIAGONAL BOARD SHEATHING FOUNDATIONS I"xG"OR i'x8" 2-8d PER5UPrOFT I.ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5q.Ft. IN 10"OR WIDER 3-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 ps!.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coole-, 7"EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARY TO 5TRUCURAL PANEL 8,1 (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS 5PECTT)HEREIN,OR FIBERBOARD PANELS PEA50NA.BLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/1 6" 8d 3"EDGE/6"FIELD 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD 4,FRAMING ELEMENTS: GYPSUM WALLBOARD 5d cooler5 7"EDGE/ 10"FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) Q OR BETTER. PARTICALBOAPD PANELS Sd (TABLE 3.9) \` B ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING Q AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NG"OR 11,61' 2-0 PER SUPPORT `\ N C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. I N 10"OR WIDEP 3 8d PER SUPPORT D.ALL SUB FLOORING TO BE APP,RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4''MIN.THICKNE5. ^ M J E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING \. N M / - ____-_ 85° WITH TRIPLE UPRIGHTS.ALL HEADERS,SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS `\ J -------S 50' '4„ F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNYS 2020 I"OR LE55 80 G"EDGE/ 12"FIELD M N /J - -_ E OR AS NOTED @ 8'-0"O.G.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I" I OHI G"EDGE/G"FIELD J__ _ -----_ ____ G.PROVIDE DOUBLE FRAMING AP.OUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING -CRUSH H.PROVIDE DOUBLE UP FRAMING UNIDEP,ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I NO OR 1'x6' d'' 2 '• PER SUPPORT ---__-__ DRAV.^NG. I"x I0"OR WIDER 3-8d FER SUPPORT : J 25.23, ED $TONE 'DI VEwq !.ALL FLUSH WOOD CONNECTIONS SMALL BE FASTENED WITH RATED GALVANIZED METAL Y - CONI.ECTO'S BY"5IMPSON"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YOPK STATE 2020 AS A MINIMUM. J A i ALL x0 STUDS SHALL RECEIVE(5) 1 Od NAILS AT 5ILL AND PLATE.ALL EXTERIOR NAILS SHALL BE '(/_- ! I,V 85° '----________ 1^' NG SCHEDULE. GALVANIZED. PLYWOOD SHEATHING TO IBE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 1 2" J� /t r 4 "-----___ IG HT OF v y ---' ' O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. (� Q , Q J �u ( ER pE C ' L.ALL ihTERICR.AND EXTERIOR FINISHES TO BE SELECTED DY OMIEP,, M j� � J _ ---_____ `S RIP M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GAL✓ANIZED HURRICANE 4/ i __ '- ---- TION _ , TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL FOR TIMBER PILE FOUNDATONS,PROVIDE C /4 J � 25 RIG ---__ ) - 559' HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. Oep� O ^ J O 'O.•. /J +J") -_- HT pF WAY -- ______ 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,til'ITH ARGON GAS,IMPACT RE515TAN'T AS ^CCP77 ESTpN CV J� / Q ----_ EXIST EN (PER FIDE _ REQUIRED. 11 RO E �v �•. J ----____ pE UNK p MAP) - - - _ G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 1 0• N O C\1/ NOVVN ) ----___-_ ' -`- 7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 •-- II' :_c /� / C�/ ^ _ WFCM.(5EE NAILING SCHEDULE) ;, a(II �•S J -` ---__ -- '�- THESE PLANS ARE AN INSTRUMENT OF 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED I LOT I S. / J - ` "--- cn MEMBRANE. �(•:!; J CO % ___ 53 , " �J O SERVICE AND ARE'THE PROPERTY OFTHE 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. CF°\L /N �• / _ 9.75 _ O LO ARCHITECT. INFRINGEMENTS WILL 10.STEP FLASHING SHALL BE USED AT ALL INTER5ECTION5 OF 51-OPED AND VERTICAL SURFACES,EXCEPT - R� BE PROSECUTED STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND / 25.00 CHIMNEY,AND ROOF AND WALL5. j C, 2$00' ; -' i _ O znzz ALL RIGHTS RESERVED 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CORNER 35 3�, J = J NO NEIGHBORLY WELL LOCATED 2-1!2 Ib. DENSITY FIBER-GLA55 BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS == / `-- WITHIN 150'OF PROPOSED _ GLA55 INSULA.TIOK.NAAMM STANDARD 51, I b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-G.5 PER L...I 1 2s '. J ""- INCH/BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAIVING5. I L O LD DO WN &0'i i 3 , j SEPTIC SYSTEM - --� IT IS A VIOLATION OF T'HF,LAW FOR ANY PERSON, 112.NEW INTERIOR DOORS SHALL MATCH EXISTING. O,8' , J -" IT IS AS ACTING N O FR THE DIREFO ION OF A 13. NEW HARDWARE SHALL MATCH EXISTING or BE SELECTED AND APPROVED BY OVA'NER. �� BASED ON SURVEY BY: 14.GYPSUM BOARD SHAI L BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE �` i NO NEIGHBORLY SEPTIC SYSTEM GROSS FLOOR AREA: "SHEETROCK SW'BY U.S.GYPSUM CC,OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE � LOCATED WITHIN 150'OF THOMAS MATARAZZO LAND SURVEYOR L'J�F.NSF.n.ARCHITECT,TO AFTER A:v'Y ITr.R4 ON �� N/o/F THIS DRAWING IN ANY WAY. ANY ALTT11OR17_ED 1/2" c'' EXISTING WELL DATED: 6 OCTOBER, 2013 EXISTING BUILDING FIRST FLOOR: 2, 52. 5'j P1' '" "' V WAYNE J. MOTT � MARY O. MOTT nr,T>;RnrroN MUST BE NOTED,srAL.Fn,AND 15.ALL Neat/AND REFAIRPD GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR NO NEIGHBORLY WELL LOCATED NEW ADDITION FIRST FLOOR: 8G5 5 SC,r CORNERS SHALL HAVE METAL COP,NER BEAD5 ' ro ? - WITHIN 150'OF PROPOSED ELECTRIC DESCRIBED IN ACCORDANCE WITH THE LAW. _-_ SCTM: 1000 97-3 I I.9 NEW ADDITION SECOND F:UOR: 9?_ 1 50 FT F FINISHES SEPTIC SYSTEM BIOX i tiq ZONED: R-80 Lu • ` �FR�RFF 6d, 1. NEW W^OD FLOORS TO BE SELECTED BY OWNER,SANDED At PGI. 'REIHANE, COATS. rte` rr" ` - �� SEE SKY AREA: 87,239 SQFT OR 2.01 ACRE NEW TOTAL CROS: FLOOR,AREA. 4, 3ry.G �� I T Robert I Brown,� �.,��` N PLANE 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND RPFINI5HED. r� j ALL SURROUNDING PROPERTIES J �� ELECTRIC -� ? S 0 S DIAGRAM 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN 5ET �r' ?` � --- • - � - WITHING 1 50'OF PROPERTIES \ �� `'.�e � LOT COVERAGE: DRAINAGE CALCULATIONS: ADHESIVE. Q METER .� F s Architect P.C. 4.FX T ERJOR PAINT SHAT L BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED EQUAL, LINES ARE IMPROVED w '` �`' R,y �� ) APPLIED IN ACCORDANCE WITH MANUFACTJR.EP'5 SPECIFICATIONS AND RECOMMENDATIONS. '` APPROXIMATE T�Sf EXISTING BUILDING FOOTPRINT: 2,352 SQ FT COLOP,TO BE SELECTED. - O ^~'�` ZONE 1 ' 2O Bay Ave. Greenport NY 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE A� ON 1 `�.`` V NEW ADDITION: I,177 SQ FT x p w`\Y, 666 SF x I x 0. 17 = 113.2 CF ino@rlbrownarchiteet.com CLEANED AND REPAINTED, NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED. \ � 1` STONE ` `�4� � ` � (� NEW TOTAL BUILDING FOOTPRINT:3,529 5Q FT PROVIDE (1) 8 DIA x 3'G" H GR.YWELL 'i 47.6 GF) PAINTING SHALL BE TWO(2)COATS BENJAMIN MOORE LATEX PAINTED,COLOR TO BE RIDGE CROSS SECTION END VIEW ��\ PLANTER AINAGE?~� ` .,1, �• 531-477-9752 SELECTED BY OWNER. LOT COVERAGE: 3,529/87,239 = 4% G. INTERIOR TRIM SHALL BE SANDED SMOOTH.PRIMED,AND FINISHED WITH TWO(2)COATS `�\ \S��NG N� Z NE I �� '� �` �; ^ ZONE 2: BENJAMItJ MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. VOGWO ` G50 5F x I x 0. 17 = 1 10.5 (.,F HVAC COVERED NOTE:ELEVATION5 HEREON REFER TO NAVE) 1988 PROVIDE (1) 8' DIA x 3'G" H D�'.YV,,'FLL (147,8 CF) 1.PROVIDE ALL LABOR,MATERiM-5,TPAN5POF,TATION,EQUIPMENT AND SERVICES NECE55ARY TO FPOVIDE A.HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED Be THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL EG Ar CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECF55APY TO COMPLETE /r ✓ ePrlc T v }; PROPOSED N 25' 40" E TO WORK. e t v �� --------------- 2 ----------- N 87-------- v NO NEIGHBORLY WELL LOCATED R� I ADDITION PROPOSED /� 6� -- 333.27" 2 EXISTING BOILER TO REMAIN. WITHIN 1 50'OF PROPOSED �P 3.EXISTING AIR HANDLERS AND CONDITIONERS TO P.EMAIN. --------------�-_-_`-�'---'--"--------•----__..__________-�-- 4 PROVIDE ADDITIONAL AIF-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY 1 SEPTIC SYSTEM NEW SEPTIC 69• O TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. *w ~ ' ' I FENCE AROUND �� r1� O S 6 33� 25 RIGHT OF WAY PER FILED Mqp' 'r' ►� CONC. PAVE. C �N EX\5 5-�� SYSTEM 39 � 0 �. � ) 9d: 3 4 0 J � ALL SURROUNDING PROPERTIES P M� �.. SOO GAL `�. .J . (t SEPTIC ( - 0 t WITHING 1 50'OF PROPERTIES ` F P / R" I1' _ o PLUMBING D GE 5l; 0 - F N 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES LINES ARE IMPROVED " E NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BYTHE DRAWINGS / ` , oo O PP�Q ZONE 2 , 2.4' e S 87°25'40" w AND SPECINCATION5 AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR �. O I r REA50NABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. '2 wo /� NEW(2)8'dia.x 8'O" 273.27 N O O ENE. PPPCA5T LEACHING POOLS / ` 11 2.CONFORM TO THE NEW YORK STATE ENVIRONM`NTAL CONSERVATION LAW WITH „ E -/' C• RFOARD5 TO V,ASEP SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE O CO\' N L\� /^ 1 Puru2e so°"Fu PANS!oN /A� O \/`' L (I)8'du x 8'-0"PRECAST I 1. AFFROOED^LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PUBLISHED BY 3 0 h• P PINE CO 6 �� LEACHINi Pool / V THE t:E:"+'YC:RC.STATE DEPARTMENT OF ENVIRONMENTAL CON5ERVATiON. ''"� YY-- FRAME �PR� �( O�N� CLIENT/OWNER 3 ALL W(-'Pr ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE f-r O (PN AGR 0��. I REPLACE EXI5T1 NG SEPTIC SYSTEM SUPERt/ISION OF A PROPERLY LICENSED MASTER,PLUMBER. UPON COMPLETION,THE ; SHED �.\ �S�M. ?00\- /�� WITH NEW / �q ^Oj TEST HOLE 112'7120:'? PLUMBERSHALL PROVIDE A SOLDER CEFTIFICATE AS REQUIRED BY THE TOWN OF SILBERSTEIN 4OTHE CLD. if ' ` '� P�M V EL. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, ,c`�' P CEP,TIFICATION5,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND b /� 0j = BROWi� 1.001'' L)L. FLDFRAL A'JTHOKITIE5,AND ANY OTHER APPLICABLE JUP,I5DICTIOf: ( j\\ POOH� R J +21.0 OBROWN CLr YF� ='`,NC'' `�C STEVEN AND ILENE ELECTRICAL mrr ' .� I o7 EL. 2.C' FIIX�R A: �•� ,<, � � � •� �•-' GP • � N/o/F I.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES olsT �� }}f FE`' TECHEN SUZANNE HOOFER NECE55ARY AND PEO'JIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW - F t, V \• r•�J /Q 1496 SKUNK LANE ELECTRICAL 5Y5TEM5 AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: - 1 �•-•- - - __.•r ��L� _ CUTCHOGUE NY 11935 CONNECTIONS T.^PREViOU5LY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, i / CHAIN Q SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TQ '•"� + APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECT!ON5 AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND ! Z PALE B sCWN IIaIE 5,tiD SPI^ - AND 5PONCATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND c /O (�.� INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND { -1'I Q J NO NEIGHBORLY WELL LOCATED PROJECT TITLE ELECTRICAL DISTRIBUTION SYSTEMS. WITHIN 1 50'OF PROPOSED 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE Q' 4 2�Rll/Ewq Y ^ M SEPTIC SYSTEM ADDITIONS AND of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017(NEC), � J LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05MA),THE / NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER f w LOT 2 O RENOVATIONS APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT - A' L� 0 ALL SURROUNDING PROPERTIES REQUIREMENTS WILL APPLY. 4 Nq/� / M WITHING 1 50 OF PROPERTIES OP 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDEP,WRITERS -- --•-- {{{ O/I (� "•J �- LA.BORATOPIE5,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THFI FLooP 0.7' vN0 `�/C� /, 1. LINES ARE IMPROVED WILL BE INSTALLED. J05T JY /` EL. 1 7.0' 4 ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER.THE � � .0 5UPERVI51ON OF A PROPEP,LY LICENSED MASTER ELECTRICIAN. Q Z Q CO�.J \� DRAWING TITLE 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES \O p �O O " �FC NO WATER ENCOUNTERED AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, t`j 4 v �� O �/�� G AND ANY OTHEP,APPLICABLE JURISDICTION. \ O V{/ • OA, G.CARBON MONOXIDE DETECTORS IN CONFOP.MANCE WITH APPLICABLE CODES 'V �/ SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL � tf /� O J 222, 76' S V�O 0,7 I/ NE �---- SITE PLAN SWITCH. LINE COPD-CONNECTED,DIRECT PLUG-IPJ,AND BATTERY POWERED ALARMS 1 O r Q 2O w ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH n^,.r: ' !� Z SLEEPING QUARTERS ARE LOCATED. _ _j area maintained 7 1 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW X7.3,2 YORK STATE,THE NEPA NATIONAL FIRE ALARA CODE NO.72-1993 SHALL BE UPLIFT CONNECTIONS Y PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND aZ b others NO NEIGHBORLY WELL LOCATED SCALE ON EACH FLOOD.LEVEL. Q WITHIN 150'OF PROPOSED MARCH 22,2023 „_ 8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE CON N E C T I O N S D E T A I L SEPTIC SYSTEM 1 -40 AND BURGLAR ALARMS AS NECE55ARY. ALL SURROUNDING PROPERTIES SITE PLAN DRAWING N°. WITHING 150'OF PROPERTIES LINES ARE IMPROVED SCALE: 1" = 50' EXISTING EXCEPT AS NOTED ISSUES/REVISIONS A 24'-10" BILCO SCAPEWELL 14'-0"V.I.F. 4862-54 EGRESS 12'-9 1/2" WINDOW WELL 1 12'-5" I— ANDERSEN 400 SERIES PROVIDE#5 RE-BAR I ( 24" VERTICAL CX 135 CASEMENT 12" LONG NSECURED EGRESS WINDOW I G 1/2" G INTO EXISTING CONC. 7 FOUNDATION WITH N N EPDXY(TYPICAL) N � � - - - - - - - - -1 I o N i t O EXISTING FOUNDATION TO REMAIN \ x I I L J N I I'-9 112"0 12'-0 I/2" I — \ L_tp N CUT 3'x G'-8"OPENING IN \ \ (3) 1-3/4"X 9-14" MICROLLAM LVL EXISTING FOUNDATION \ 60 WALL BETWEEN EXISTING AND NEW BASEMENTS. x LOCATION TO BEiv 4" POURED CONCRETE G" I I C DETERMINED ON SITE. \ SLAB WITH WELDED WIRE \ MESH I I 57H. CONCRETE I U I ( FOUNDATION WALLS \ WATER PROOFED I N WITH 'BLACK MAGIC" L.� N N POLYETHALENE(TYP). PROVIDE#5 RE-BARO N PROVIDE RIGID INSULATION @24"O.0 VERTICAL — - - I I cn A5 SHOWN ON SECTION 12" LONG SECURED I _x INTO EXISTING CONC. \ p a I I c\I N FOUNDATION WITH OO I I N I I EPDXY(TYPICAL) 9'-9 112" I — G I/2" N EX15TING FOUNDATION TO REMAIN / — — — — — — — — — — — — — — — --- — —� � THESE PLANS ARE AN INSTRUMENT OF EXISTING FOUNDATION TO REMAIN \ o IN SERVICE AND ARE THE PROPERTY OF THE - - - - - - - - - - - - - - - - - - - - - - - - -� ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 27-10" 1 2022 ALL RIGHTS RESERVED EXISTING FOUNDATION TO REMAIN \ IT IS A 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. 8 Robert I. Brown FOU N DATION PLAN Architect, P.C. 20 Bay Ave. Greenport NY SCALE: 1/4" = P-O" info@ribrownarchitect.com 631-477-9752 EXISTING FOUNDATION TO REMAIN Cy- �5>�` CLIENT/OWNER ' SILBERSTEIN STEVEN AND ILENE EXISTING FOUNDATION TO REMAIN 1406 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN DECEMBER 7,2022 SCA LE1 =1 /4 1'-0" DRAWING NO. ISSUES/REVISIONS A 14'-4" 19'-0 112" 19'-0 112" PRE-FAB CONCRETE FADS FOR SPLIT SYSTEM HEAT PUMPS NOTE: ALL GLAZING SHALL BE ANDEER5EN LOW-E. (2) 2x 10 H ADER(TYP.) — / 10" SQUARE COLUMN 15'-I I I/2" 5'_q�� (2) 2x 12 GIRDER I N W 2xG EXTERIOR CONSTRUCTION 9 ^ 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) / / \ R 15 BATT INSULATION c9 / I/ "CD-X RATED PLYWOOD SHEATHING w - z p / I o TERPROOF MEMBRANE o � 0- u 51DING TO MATCH EXISTING = = W Z o - I w Qz00 x p \ - - N N J O _ _ ART STUDIO � 2"X 10" @ I G"OC f 110" SQUARE COLUMN \5�\NG 6t0�00 STORAGE �p i t I / REMOVE EXISTING 7'-10" f N 23'-10" 3'-0" p / WINDOWL/2 PROPOSED PORCH 2448 GG8 l 2GG8 332 SF N I I O Lu NEW INTERIOR DOORS p 4 I/2° 10'4" / DECKING SELECTED BY OWNER N N C NEW INTERIOR DOORS TO MATCH EXISTING mU N N I / \ / DE D REMOVE \ TO MATCH EXISTING – 4' 2" G'-2 1/2" 10- 3 112- Y TING BATHROOM 10' G" / REMOVE ALL FIXTURES, m / PIPES, AND TILE NEW STAIR TO 2ND 110" SQUARE COLUMN / 50G8 N FLOOR: / EXISTING DOORS G" m RISE: 7 75" / TO REMAINa? RUN: 9YZ' N N O / NEW FLOCIN� S m RISERS: 14 / MAT�P nfING 3048 p — — _ N A WOOD FLOORING TO BE SELECTED BY OWNER - w - _ o p REMOVE EXISTING I/2"SHEETROCK ON ALL WALLS AND CEILING o �j p \ WINDOW. PATCH p B�N TAPESPACKLE AND PAINT 3 COATS _ , 1: iu w z p I O 000EXTERIOR AND \ O - p 4 zz O o \ \N6 0\N\NG IEXISTINNTERIOG TO MATCH I N vtu Ln \ \5 ❑ 0 oo \ OO f (2) 2x 12 GIRDER 4" THESE PLANS ARE AN INSTRUMENT OF I O"SQUARE COLUMN SERVICE AND ARE THE PROPERTY OF THE \ 00M \ UP `'` – – ARCHITECT. INFRINGEMENTS WILL G��pR 7-0" (2) 2x I HEADER(TYP.) BE PROSECUTED \ NG GPRPGE \� �PVNO�� \��\N 9'\ I/2"V.I.F. — — —I 0'-2" A — — 51-011 — — — — — g' 1 I■ — — — — — — — — 2022 ALL RIGHTS RESERVED \ NEW 2xG EXTERIOR CONSTRUCTION IT IS A vIOIATION OF THE LAW FOR ANY PERSON, 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) UNLESS ACTING UNDER THE DIRECTION OFA R-1 5 BATT INSULATION LICENSED ARCHITECT,TO ALTER ANY ITEM ON \ 1/2"CD-X RATED PLYWOOD SHEATHING THIS DRAWING IN ANY WAY. ANY AUTHORIZED WATERPROOF MEMBRANE ALTERATION MUST BE NOTED,SEALED,AND \ SIDING TO MATCH EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown \ Architect P.C. F I (QST �LOOK PLAN 20\ Ba Ave. Greenport NY o info@ribrownarchitect.com \ \5 631-477-9752 0-0 / \ / CLIENT/OWNER \ SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE \ WINDOW SCHEDULE CUTCHOGUE, NY 11935 \ 000 / MODEL SIZE TYPE LITES QUANTITY NOTES\ PROJECT TITLE� A 3050 3'0" x 5'1" DH I OVER I G WEATHER SHItLD SIGNATURE SERIES DOUBLE HUNG WITH ADDITIONS AND �\5.\\\,4GLOW-E ARGON FILLED GLASS B 2036 2'0"x 31511" DH I OVER 1 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH RENOVATIONS LOW-E ARGON FILLED GLASS \ \ \ C 3040 310" x 4'0" DH DH g WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH \ \ LOW-E ARGON FILLED GLASS \ EGRESS DRAWING TITLE D 3050 310" x 50" DH DH 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-f- ARGON FILLED GLASS / FIRST FLOOR PLAN \ \ REV 09 21 2023 SCALE 1/4 _"-0" DRAWING NO. ISSUES/REVISIONS A 19'-0 112" 19'-0 112" O ° O O O 1 CEI NG HT LESTHAN XCHAN \ G'-G" THIS EA � I I N CEILING HT T-G"IN THIS AREA v I O / tD N 1 - N � � N OWN I G'-G 112" 1 SHO R O 10'-0 3/4" C I N CEIL G HT LES THAN CEILING HT 7'-G" XHA 1 -G" I THIS REA I IN THIS AREA 24'-1 112" 1 � I � I i SECON D SLOOP, PLAN A / SCALE: 114" - P-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 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. Robert I. Brown - - - - - - - - - - - - - - - - - Architect, P.C. 205 Bay Ave. Greenport NY ._ into@ribrownarchitect.com B ( — — — 1 631-477-9752 1 Irf ,yr:4�F 1 _ C, r zm Lu Lu I 0 0 0 f � O c,1".= z G= z PROVIDE ALUMINUM STEP I 1 ✓� o FLASHING WHERE ROOFIN I UQ MEETS VERTICAL WALL n U7 I I CLIENT/OWNER N I I SILBERSTEIN z I N 1 C STEVEN AND ILENE N ch N PROVIDE ALUMINUM STEP 0 1 z PLASHING AT ROOFING w - - 1496 SKUNK LANE TRANSITION o I z o z ( CUTCHOGUE, NY 11935 In UJ o O 00 1 � n `� n PROJECT TITLE 1 ADDITIONS AND 1 RENOVATIONS — — — — — I DRAWING TITLE SECOND FLOOR PLAN ROOF PLAN DECEMBER 7,2022 SCALE 1/4°=i_O RO O TF FLAN DRAWING NO. SCALE: 3/1 G" - I'-0" EXISTING EXCEPT AS NOTED ISSUES/REVISIONS Lill BLACK ASPHALT SHINGLE ROOFING Ell— TO MATCH EXISTING ■ l VINYL SIDING TO MATCH EXISTING VINYL SIDING TO MATCH EXISTING NEW WINDOW TPIM TO MATCH EXISTING (TYP.) NORTH ELEVATION SCALE: 1/8"- 1'-0" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANYAUTHORIZF.D ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCF.WITH THE LAW, Robert I. Brown Architect, P.C. 3046 3036 205 Bay Ave. Greenport NY ini-?o@ribrownarchitect.com 631-477-9752 / r a 4. 163, CLIENT/OWNER VINYL SIDING TO MATCH EXISTING SILBERSTEIN Q � , _oSTEVEN AND ILENE ' 1496 SKUNK LANE CUTCHOGUE, NY 11935 LJ [==J PROJECT TITLE NEW WINDOW TRIM TO MATCH NEW WINDOW TRIM TO MATCH ADDITIONS AND EXISTING (TYP.) EXISTING (TYP.) - - - - - - - - - - - - - - - - - - - - - -1 RENOVATIONS EXISTING STRUCTURE TO REMAIN 5'-2 1/2" 38'-I" DRAWING TITLE 43'-3 112" NEW CONSTRUCTION ELEVATIONS SOUTH ELEVATION SCALE: 1/811 - 1'-0" REV FEB 2,2023 SCALE 1/4'=1'-0" EXISTING EXCEPT AS NOTED DRAWING NO. AM tc ISSUES/REVISIONS NEW 2x 10 RAFTERS @ I G" O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 1/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING 12 :a V.I.F. MATCH EXISTING ROOF SLOPE �a it r 2x 10 JOISTS @ I G" O.C. mr I x8 AZEK TRIMBOARD (2) 2x I 0 HEADER(TYP.) NOISE CANCELING NEW 2x6 EXTERIOR CONSTRUCTION INSULATION t: 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-1 5 BATT INSULATION 1/2" CD-X RATED PLYWOOD SHEATHING ` WATERPROOF MEMBRANE SIDING TO MATCH EXISTING v I ( 4" POURED CONCRETE SLAB U ' <,..• (� s 2x 10 JOISTS @ 16"O.C. w/R-30 BATT INSULATION {; ~. 8" POURED CONCRETE E 2" RAT SLAB FOUNDATION WALL w/#5 RE BAR IN EACH DIRECTION G"x 5" POURED CONCRETE FOOTER w/(3)#5 IRE BAR CONTINUOUS. �,. MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED SOIL a EAST ELEVATION } SCALE: 114"- P-0" SECTION B SCALE: 114" - 1'-0" 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 112" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL "X 12" RIDGE BEAM BE PROSECUTED 12 2"X&' 1 I 2022 LL RI HT RESERVED '' r .�' r ;:tea., a�:`{ t', '� Y, z: �% .k° � °': iii' ga 7-1/2"CLOSED CELL SPRAY IN FOAM t ` xa INSULATION (R-49) IT IS A VIOLATION OF THF.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A .,> 1 2LICENSED ARCHITECT,TO ALTER ANY ITEM ON w� ----13 NEW 2x 10 RAFTERS @ I o"O.C. THIS DRAWING IN ANY WAY. ANY AUTHORIZED 7.5"CLOSED CELL SPRAY-IN FOAM INS X II (R- 9) ALTERATION MUST BE NOTED,SEALED,AND ` 112"CD-X RATED PLYWOOD SHEATHING DESCRIBED IN ACCORDANCE WITH THE LAW. WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO T 'H EXISTING ; Robert I. Brown Y 2"TH CLOSED CELL SPRAY IN . FOAM INSULATION WITH Architect P.C. TH FIBERGALSS BATT 20 Bay Ave. Greenport NY a; �p INSULATION TOTAL R-28 " 1n0@TibrOWndrChlteCt.COm a � 36" HANDRAIL TO CODE(Tl P.) 631-477-9752 2'-0" s BEDROOMS - 314"TH AZEK 1,qt TRIM BOARD 2x 10 JOISTS @ I G" O.C. l ,_ - � •; w/R-30 BATT INSULATION TH AZEK iv I x8 AZEK TRIMBOARD 1~ , (2) 2x10 HEADER(TYP.) TRIM BOARD NEW STAIR TO ATTIC: ..,• e RISE: 7%g° (2) 2x 12 GIRDER . N015E CANCELING €€ NUI� CANCELING I I° INSULATION NSULATION RUN: 9Y" NEW 2x6 EXTERIOR CONSTRUCTION RISERS: 14 2 s..a; O I FOAM INSULATION (R-13) a` \ CLOSED CELL SPRAY-IN I, R-15 BATT INSULATION 2"x6" CCA PLATE ANCHORED J C >t WITH 15" BOLTS (2 PER SILL " I/2"CD-X RATED PLYWOOD SHEATHING 10"SQUARE COLUMN WATERPROOF MEMBRANE I. MIN) OVER ALUMINUM ? SIDING TO MATCH EXISTING TERMITE BARRIER AND .4- SILL SEALER. x 2x 10 J0I5T5 @ I G"O.C. CLIENT/OWNER _ . .. _ _ _. . . . .. .._ CONTINUOUS#5 REBAR �y� z .. i, I A. DECKING SELECTED BY OWNER � q& gjN- —T ( 3 2x I 0 JOISTS @ 16"O.C. w/R-30 BATT INSULATION (2) 2x 10 FLUSH GIRDER SILBERSTEIN b ►I w/R-30 BATT INSULATION (2) 2x 10 GIRDER 4 =• (2) 2x 10 FLUSH 2x 10 P.T. JOISTS @ 16"O.C. ' ` 4x4 P.T. POST SECURED GIRDER JOISTS SECURED WITH WITH PORT HOLDER STEVEN AND ILENE PROPOSED CRAWL SPACE 8" POURED CONCRETE JOIST HANGERS 10" dia. SONOTUBE Q ` 2" RAT SLAB FOUNDATION WALL O z X .° .Y m 1496 SKUNK LANE q 0 != �. 2" RIGID INSULATION • ' ''' „ ° „ CUTCHOGUE, NY 11935 (R-10) CONCRETE FOOTER w/ #5 � Ztfl K <I •: REBAR IN EACH DIRECTION. J MINIMUM 3'-0" BELOW GRADE PROJECT TITLE 16"x 8" POURED CONCRETE ON UNDISTURBED SOIL ADDITIONS AND ° :ad. O ) BAR CONTINUOUSON ;� #• a RENOVATIONS UNDISTURBED SOIL 2'x 2'x 12" D REINFORCED 2'-0" I'-4" POURED CONCRETE FOOTING 8" POURED CONCRETE FOUNDATION WALL w/#5 5ECTION A REBAR IN EACH DIRECTION DRAWING TITLE SECTIONC I G"x 5" POURED CONCRETE SCALE: 1/4" - 1'-0" FOOTER w/(3)#5 REBAR ELEVATIONS SCALE: I/4" - I'-0" CONTINUOUS.MINIMUM 3'-0" BELOW GRADE SECTIONS ON UNDISTURBED 501E DECEMBER 7,2022 SCALE 1/4"-1-0 DRAWING NO. ISSUES/REVISIONS LEGEND LIGHT SWITCH : 3 = THREE WAY - -� "� D = DIMMER i - - - -� ® JAM SWITCH OUTLET : GFI= GROUND FAULT INTERUPT 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE S= SURFACE MOUNT PROVIDED BY OWNER R= RECESSED PROVIDED BY CONTRACTOR - - - � - / \ FO WALL SCONCE - - - - - - �� F\ � < PHONE O O-- CABLE 5E NETWORK CABLE SPEAKERS i 1 I I 4 ALARM KEYPAD L Ep THERMOSTAT r ® VENT SMOKE DETECTOR I CO CARBON MONOXIDE DETECTOR \ �.---------------- _ ,_---, � I I IOL LIGHT TRACK — — — — — I k SPOTLIGHT \ II \ II II HOSE BIBB II r I- - - - - - - - - - - - - - - - - - � � � \ (- - - - - - - - - - - - - - - - - - - - - -1_ � Loj BASEMENT ELECTRICAL PLAN SCALE: 114" = 1'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED V LNI I LUfUII IVILIV I REQUIREMENTS 2022 ALL RIGHTS RESERVED IT IS A 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 FALTERATION MUST BE NOTED,SEALED,AND \ - - - DESCRIBED IN ACCORDANCE WITH THE LAW. WP WP Robert I. Brown \ I I Architect, P.C. \ ( I I ao5 Bax Ave. Greenport NY info@ribrownarchitect.com \ ( Y WP I 631-477-9752 10, 1 I G I I / `\ GFI WPLb � I r � I 1 $ $$ $8 db �\ -(�\- WP I UP ,ice I I CLIENT OWNER j.3/ GFI I SILBERSTEIN -' 3-bar ; I STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 GFI / WP I \ I II I PROJECT TITLE I I ADDITIONS AND / db RENOVATIONS \ UP - - DRAWING TITLE \ ELECTRICAL PLANS REV 09 21 2023 SCALE>/4"=l'-O" / FI RST FLOOR ELECTRI CAL PLAN DRAWING NO. / SCALE: 114" - P-0" ISSUES/REVISIONS \ I I db 5D \ I I \ X I I WALL MOUNTED HEAT PUMP UNIT TO SWITCH A f BOTTOM OF ' WALL MOUNTED qp STAIRS 3i' HEAT PUMP UNIT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY\ I ARCHITECT. IINF INGEMENTS WILL THE BE PROSECUTED \ I 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THF.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED \ I ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. \ I I \ Robert I. Brown \ I I Architect, P.C. \ L — J 2o� Bax Ave. Greenport NY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ino@rlbrownarchitect.com \ 631-477-9752 \ \ SECOND FLOOK ELECTRICAL PLAN SCALE: 1/4"- 1'-0" CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE ELECTRICAL PLAN REV 09 212023 SCALE 1/4 ="-0" DRAWING NO. ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MI5C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA J �U/ FROM TABLE N 1102.102. 1 .2 (8402. I .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 1.THI5 PROJECT 15 THE NEW ADDITION TO AN EXISTING I-STORY,SINGLE FAMILY STRUCTURE,ZONED GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNY5 2020 2.THE HEIGHT OF THE EXISTING STRUCTURE IS 25'-6:".THE HEIGHT OF THE PROPOSED ADDITION WILL WINTER DE51GN TEMP I 1°F (PER TABLE N 1 1 O 1.2)SEISMIC DE51GN CATAGORY B (PER SECT. 1613 BCNY5 2020 GLAZED BASEMENT SLAB CRAWL ��v CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME M5WALL FLOOR BE 22'-6'. FLOOD ZONE N/A (PER FEMA MAP) FENESTRATIN WALL R-VALUE♦ SPACE WALL ZONE U-FACTOR U-FACTOR R R-VALUE WALL R-VALUE -VALUE R-VALUE SHGC R-VALUE DEPTH R-VALUE 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FP05T LINE DEPTH 36" 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) 4 0.32 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 I O,2FT 10/ 13 r STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF t PA WOOD FRAME ' T CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5.DE51GN LOAD CALCULATION ARE BASED ON: PER TABLE 1607.1 BCNY5 2020 3a LIVE LOAD:AS PER TABLE 8301.4,BUILDING CODE o'f NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 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 PSI WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT I5T.FL. 40 LB. 12 U3CO 2ND.FL.(SLEEP AREA) 30 LB. 12 0360 NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF#PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 U3. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 513C 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 CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE ARE NO WARRANTIES,NOR ANY MERCHANT1511-ITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST I OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE_STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE OO 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT COMPLETE THE WORK. TOP PLATES INTERSECTIONS(FACE-NAILED) 4-1 d JOIST EA.SIDE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE MTN MANUFACTURES REQUIREMENTS D G STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY j OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH UID INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK 32'-5" OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T 7 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST SKY PLANE D I AG RAM DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT 11 TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING I 5 I -O'I AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) FOUNDATIONS Dx6"OR IIAGONAL 6ARD SHEATHING 8 2-8d PER SUPPORT 1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./5,1.Ft. I'x 1 O'OR WIDER 3-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psj.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TRUCURAL PANEL 8d (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS N REASONABLY IMPLIED AS NECE55APYTO COMPLETE THE WORK. 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 C' 8d 3-EDGE/6'FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/6"FIELD ``\� ^ ry , --- 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10*FIELD '\` N A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) -� / S OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) /r� (v / _ --85• 50 4+• c B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING AND DRILLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. ING'OR I k8" 2-8d PER SUPPORT C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I'x 10"OR WIDER 3-8d PER SUPPORTCRUSHED - D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. 25 , STQ E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING 23 / : ---___ ___ NE DI VEyi/q WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. STRUCURAL PANELS . . / `- F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 1"OR LESS 8d (;'EDGE/ 12"FIELD FIELD L/ / - -- OR AS NOTED @ V-O'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN 1' 1061 6"EDGE/6' - I N 85' 50l - :•25' - G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING (V r r 4" - RIG H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON ING"OR I N8" 2-8d PER SUPPORT / / - _- - -_ --- -- _ W HT OF W DRAWING. IN 10"OR WIDER 3-8d PER SUPPORT 1 Q ,� __ ---____ _-- AY �pER 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL JCO irI �� --_ DESC - _ _ CONNECTORS BY'51MPSON"OR APPROVED EQUAL. (v �� RIPTION --__ ___ J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. � W 26 RIG -- - J - --- '5559.1 1, ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE COB& 0 '� �O Q.: J M --- H 1 -OF GALVANIZED. SEE ATTACHED NAILING SCHEDULE. CE J /' '� -----__ ___ WAY K.PLYWOOD SHEATHING TO BE NAILED Sd NAILS @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12" -4P STO/�/F cv ^/ / o " - _ EXISTENCE PER FILED - - - __ - __ O.C.INTERMEDIATE. SEE ATTACHED NAILING 5CHEDUI F. 1 RON ,� �� '2. UNKN MAPS - --- ------__ L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. O c C\j OWN '---- ---- M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITN GALVANIZED HURRICANE 1.5, /r ^ \ \ `-- -__-__ - TYPE CONNECTORS BY'51MP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE LOT I S. - HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. /` Q•. /� Z '--- "--- 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITN ARGON GAS,IMPACT RESISTANT AS -i CV Lu / \ BASED ON SURVEY BY: "-- 539 , -- In REQUIRED. ,_- _ �: \ GRO55 FLOOR AREA: -_ _ 75 -__ If) p THOMAS MATAPAZ70 LAND SURVEYOR - G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. �;� . I`� �/ �'� r+ I � / \ '----__ '-- N 7.STRAPPING AND NAILING TO MEET MINIMUM CODE:REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 � `\ 25/0, � ;,� - / DATED: 6 OCTOBER, 2013 EXISTING BUILDING FIRST FLOOR: 2,352.0 SQ FT p NEW ADDITION FIRST FLOOR: 865.5 SQ FT _ _ WFCM,(SEE NAILING SCHEDULE) I _: C . / NO NEIGHBORLY WELL LOCATED ""' 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED J 3� J - _ 5CTM: 1000-97-3-1 1.9 NEW ADDITION SECOND FLOOR: 922.1 5Q FT - N THESE PLANS ARE AN INSTRUMENT OF MEMBRANE. I WITHIN 150'OF PROPOSED -- / - ZL�D: R-80 TEST HOLE I/27i2o i�"'----_______ SERVICE AND ARE THE PROPERTY OF THE 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. I I B 1 J SEPTIC SYSTEM �� --___ 0 3>>/ AREA: 85L239 SQFT OR 2.01 ACRE NEW TOTAL GROSS FLOOR AREA: 4,139.6 5Q FT --- ARCHITECT.INFRINGEMENTS WILL 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I X (j' , STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND ) 8, �/ EL' BROWN LOAM OL BE PROSECUTED CHIMNEY,AND ROOF AND WALIS. '• \ NO NEIGHBORLY SEPTIC TEM LOT COVERAGE: ' +21.0 0.5- 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE / �. LOCATED WITHIN 15.2'01` DRAINAGE CALCULATIONS: CORNER \ BROWN CLAYEY SAND SC 2022 ALL RIGHTS RESERVED 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS `�� EXISTING WELL + EXISTING BUILDING FOOTPRINT\2,352 SQ FT EL. 2.0' GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER �( NO NEIGHBORLY LL LOCATED °�+ � e �' INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. I I OLD DOWN WITHIN 150'OF P�OPOSED ELECTRIC _______ c � � &I NEW ADDITION: 1X77 SQ FT ZONE 1 : +19.0 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. f -- ` '2i a; 7395Fx I x 0. 17 = 125.6 CF IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 13. NEW HARDWARE SHALL MATCH EXISTING or BE SELECTED AND APPROVED BY OWNER. SEPTIC SYSTEM BOX aY ?t3 LU UNLESS ACTING UNDER THE DIRECTION OFA Q� c I L_______ RGQ 6' SEE SKY PLAN NEW TOTAL BUILDING FOOTPRINT: 3,529-SQ Fr PROVIDE (1) 8' DIA x 3'G" H DRYWELL (147.8 CF z 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE V �1 'r A' tsJ ) LICENSED ARCHITECT,TO ALTER ANY ITEM ON "5HEEMOCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ♦ 'y e 1/2. ALL 5URROU ING PROPERTIES ♦ ELECTRIC ` S p n is DIAGRAM \ LOT COVERAGE: 3,529/87,239 =4% \ THIS DRAWING iNANY WAY.ANY AUTHORIZED 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR WITHING 15 OF PROPERTIES w` METER `` `V v s \ ZONE 2: ALTERATION MUST BE NOTED,SEALED,AND CORNERS SHALL HAVE METAL CORNER BEADS. LINES ARE I PROVED O 1` `�\`` `. FR,y ��i \ 719 5F x I x O. 17 = 122.2 CF PALE BROWN FINE SAND SM DESCRIBED IN ACCORDANCE WITH THE LAW. FINISHES / VJ \ O ^ . APP XIMATE TT NST ` NOTE:ELEVATIONS HEREON REFER TO NAVD 1988 PROVIDE (I) 8' DIA x 3'G" H DRYWELL (147.8 CF) z 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHAN`_,3 COATS. \ ' w`w 1 } 1 �L Robert I. Brown 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND REFINISHED. I ,` L O 3. CERAMIC TILE FLOOR SHALL ESE SELECTED BY OWNER AND INSTALLED WITH THN SET \ STONE/ ��'' 2c„ WAYNE J. MOTT MARY O. MOTT ° ADHESIVE. I ``\ PLAN R INACE ,, 1� (n 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY 13ENJIAMIN MOORE OR APPROVED EQUAL, G`)JOU Z NE I \ Architect, P.C. APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. O C1 COLOR TO BE SELECTED. I -'\ �5 N CA� zo5 Bay Ave. Greenport NY 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOM'S AFFECTED BY THE WORK 51ALL BE `- # L5�' W• \ f CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED. Cp_VEREE R•�' , info@ribrownarchitect.com PAINTING SHALL BE TWO(2)COATS BENJAMIN MOORE LATEX PAINTED,COLOR TO BE `�\ gtNG� 1JRCH ---_---- 7 4 5 EL 17.0' RIDGE CROSS SECTION END VIEW d Rn�E i • j I +3.0 631-477-9752 SELECTED BY OWNER. 6, INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATSy NO NEIGHBORLY WELL LOCATED / PROPOSED I N`87° 25' 40" E NO WATER ENCOUNTERED BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. J ." ///, WITHIN I�O'OF PROPOSED HVAC SEPTIC SYSTEM ADDITION PROPOSED N ``` Sly+, -'------- ----- 6 1 - ---------------------- - - ---------------------------------------- ---333.27 3 ----- ---�,. 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES - -' ______ _ AS E REQUIRED PROVIDE A DHVACRAWINGS SYSTEM IF HEAT AND COOL THE LIVING SPACES ALL SURROUNDING PROPERTIES FENCE AROUND G NEW SEPTIC ,� 25' RIGHT NE REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE THE MECHANICAL N �S v 3 •` t, "/N"X 3 DF ERF - IMPLIED AS NECESSARY TO COMPLETE WITHING I 'OF PROPERTIES CONC. PAVE. G � \ Ex � S� C S SYSTEM 6 93, 3 O- WAY (P ILED W `� �� y�;>>' �'�'.� CODE of NEW YORK STATE,OR REASONABLYI IO P I E D �'. 500 GAL. 4 I 'V'AP� O / ~ LINES ARE 1(v)PROVED RPM > / =(c) 0� „a \" ` TO WORK. ° F IC 2.EXISTING BOILER TO REMAIN. °° I .� D GE S FF N 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. 8P` 3 J 2 g 4.PROVIDE ADDITIONAL AIR-HANDLERS,DUCTWORK„AND CONTROLS AS NECESSARY TO PRO ZONE 2 / ♦ �' �c S 87�25�40�� w TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. 12' *130 Q EW(2)V dia.x 8'-0 PRECAST LEACHING POOLS / n� 273,27 i 1 FUTURE 50%EXPANSION ,♦ / PLUMBING \ N� G0 GQNCRE� I / 1� (I)8'dia.x 8'-O PRECAST NO NEI HBORLY WELL LOCATED 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES RpP P �6 �N0 / LEACHING POOL / WITHI 150'OF PROPOSED '1"I NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS 0 \ FRAME P �pr1K GR001" SEPTI SYSTEM AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR �t SHED �jl \N� Q�0 � + REMOVE EX15TI NG EX15TI NG ^ �0 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. ♦ ♦ 2 �jW�M ( 'Q SEPTIC SYSTEM AND REPLACE / 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH O �`. AMEN V ALL URROUNDING PROPERTIES REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURE5 SHALL BE ON THE O \ v- \ Q Q. WITH NEW WIT ING 150'OF PROPERTIES APPROVED'LIST OF CERTIFIED WATER SAVING PWM131NG FIXTURES"AS PUBLISHED BY 3 R O THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. o O \ �ti �� /J / <v LI 5 ARE IMPROVED 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 0 J\ SOL ` `O CLIENT/OWNER SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE \ \ P /J� (V O PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF ^ \\ SOUTHOLD. V\ \ \� / FENCE GP�E /N/o/F 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, Y y �.� /O TECHEN XUZANNE HOOPER SILBERSTEIN CERTIFICATIONS,UCEN5E5 AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND _ FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. V _ • � `� STEVEN AND ILENE ELECTRICAL FLOOR Z1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR /O PROPER AND COMPLETE INSTALLATION OF ALL NEW _ ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: 4 = \ Q M CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, / ./ 196 SKUNK LANE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO r c CUTCHOGUE, NY 11935 APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES ` / WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND /8 DR/ Ly \ LOT 2 � AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND , INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS ANDELECTRICAL D151RI13UTI / 4'2 E �'� PROJECT TITLE 2.ALL WORK SHALL CONOFORM OnS.THE REQUIREMENTS OF THE 2020 BUILDING CODE `3 FODA' \ \ �/ of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017(NECI • ADDITIONS AND LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER Q Z RENOVATIONS APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT \ REQUIREMENTS WILL APPLY. ACL/ vO S 89030/00r, 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS - - w LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY FLOOR C:) area maintained 4..LL BE LWORKONT Joisr = Q J by others 222 76' S 89� 07�20,� W r Q '� 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER TIE - �� SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. Q L 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES Z DRAWING TITLE AND I1,15PECTION5 AS REQUIRED BYTHE LOCAL,STATE,AND FEDERAL AUTHORITf=5, 17 NO NEIGHBORLY WELL LOCATED 117.32' AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 0 WITHIN 150'OF PROPOSED SITE F'LA N JAN 9 2024 SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SEPTIC SYSTEM SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARU5 SITE PLAN ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH 0 SLEEPING QUARTERS ARE LOCATED. ALL SURROUNDING PROPERTIES SCALE: I"= 50' 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW WITHING 15d OF PROPERTIES EXISTING EXCEPT AS NOTED ToVo n O �'�e°uthoid YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE °�° UPLIFT CONNECTIONS PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND LINES ARE IMPROVED ON EACH FLOOR LEVEL. SCALE 8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE MARCH 22,2023 , AND BURGLAR ALARMS A5 NECESSARY. C O N N ECTIONS D ETAI L ' =4° DRAWING NO. i ISSUES/REVISIONS A 27'- 10" 9'-9 112" BILCO 5CAPEWELL 4862-54 EGRESS WINDOW WELL (� ANDERSEN 400 5EKIE5 / I CX 135 CASEMENT EGRESS WINDOW I / I I I N I / I I ' I m BILCO 5CAPEWELL N O 4862-54 EGRE55 0 WINDOW WELL x \ N PROVIDE#5 RE-BAR EXISTING FOUNDATION TO REMAIN @24"O.0 VERTICAL / \ 12" LONG SECURED 13'-3 114" 13'-5 112" INTO EXISTING CONC. N \ FOUNDATION WITHN 0—(3) 1-3/4"X 9-14" MICROLLAM LVL ® — — — , I N 8"TH. CONCRETE EPDXY(TYPICAL) _ FOUNDATION WALLS p \ \ IT I N WATER PROOFED p cn j WITH "BLACK MAGIC" — C \ 4" POURED CONCRETE I j I POLYETHALENE(TYP). SLAB WITH WELDED WIRE UNFINISHED ( I PROVIDE RIGID INSULATION MESH BASEMENT 6° A5 SHOWN ON SECTION EXISTING FOUNDATION TO REMAIN \ ZD ( / I F - � x I / I N CUT 3'x G'-8"OPENING IN EX15TING FOUNDATION \ / N WALL BETWEEN EX15TING 9, 5„ AND NEW BA5EMENT5. LOCATION TO BE N / I 4" POURED CONCRETE DETERMINED ON SITE. / SLAB WITH WELDED WIRE MESH EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN EXISTING % / m e/ U N EI N 1 HED PROVIDE#5 RE-BAR BASEMENT @24"O.0 VERTICAL \ THESE PLANS ARE AN INSTRUMENT OF 12" LONG SECURED 2T-10" SERVICE AND ARE THE PROPERTY OF THE INTO EXISTING CONC. \ ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED FOUNDATION WITH EPDXY(TYPICAL) \ B INDICATES NEW 2022 ALL RIGHTS RESERVED CONSTRUCTION IT IS A 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 P ISO P O S E D ISE V I S E D BASEMENT PLAN ALTERATION MUSE BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 5CALE:3/16" = 1'-0" Robert I. Brown EXISTING FOUNDATION TO REMAIN Architect, P.C. 20 Bax Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 EXISTING FOUNDATION TO REMAIN CLIENT/OWNER EXISTING FOUNDATION TO REMAIN SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN rev.Jan.25,20224 SCALE 1/4'.=l'-O" DRAWING NO. ISSUES/REVISIONS A NEW 2x6 EXTERIOR CONSTRUCTION 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) 27-1 1" R--15 BAff IN51:1bk-flell 1/2" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE 51DING TO MATCH EX15TINGLi V/ 7T / I 0 / \ I I lu Z cQ 0 o p 110"SQUARE COLUMN / 2G'- 10" o =Uj� z� 14'-4" 0 0 Oz I / WOOD FLOORING TO BE SELECTED BY OWNER , PROP ED w / I ; 112"SHEETROCK ON ALL WALLS AND CEILING cu TAPE, SPACKLE AND PAINT 3 COATS — BEDROOM � \ I ECKI G SELECTED BY OWNER I NEW STAIR TO 2ND /i i i i / I'-7" FLOOR: N RISE: 7 Ve" 5068 \ ❑ � � RUN: 9,V2" � � I RISERS N ; : 14 N o / EXISTING STORAGE — — 110"SQUARE COLUMN 3'-9" Q'-3. 2 0" 26686-0OBEDROOM _ 0-jaz co i 70 � 2668 2668N " o � �z 'n r k" 6-4 HANDRAIL TO CODE N O N o N = w z O NEW INTERIOR DOORS u N"' w p o o Q � i- 0 a� \C T NEW TO MATCH EXI5TING / 3 u J MED y a OP NTNG WEATHERSHIELD `'� 6'-4 I/2" 0 CONTEMPORARY / COLLECTION INSWING PATIO / N 5068 DOOR 1-3168 I -6" 5068 o PROPOSED EXISTING DOORS — — — N o; PORCH 110"SQUARE COLUMN r�y / TO REMAIN -6 I\12 O 332 5F / 2'-6 1/2- 0 v w 19'-5 12" O \/ i I'-7" z Q 9' I/2" ' MAR LE SADDLE J N Iu oc z \ PROP ED w Lu = o s o m 2668 ° BEDROOM DI =Wzo I \ B X Wz00 WOOD FLOORING TO BE SELF TED BY OWNER Npo \ I/2"SHEETROCK ON ALL WAI IE AND CEILING R N >- OV w EXISTING o ; O TAPE, SPACKLE AND PAINT 3 G ATSI \ EXISTING LAUNDRY EXISTING `O I \ GARAGE BEDROOM I I 10"SQUARE COLUMN \ / — — 10'-I 112" — — 4' 0" 4'-0' — — —9'-9 112" — — — — — -- — — \ \ J THESE PLANS ARE AN INSTRUMENT OF \ NEW 2x6 EXTERIOR CONSTRUCTION O O O SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL EXISTING STRUCTURE TO 2"CL05ED CELL SPRAY-IN FOAM IN5ULATION (R-13) BE PROSECUTED \ B R-15 BATT INSULATION INDICATES NEW \ REMAIN EXCEPT AS SHOWN 1/2 CD-X RATED PLYWOOD SHEATHINGCONSTRUCTION 2o22 ALL RIGHTS RESERVED WATERPROOF MEMBRANE / 51DI NG TO MATCH EXISTING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECIION OF A EXISTING GREAT LICENSED ARCHITECT,TO ALTER ANY ITEM ON IST FLOOK PLAN THIS DRAWING IN ANY WAY.ANY AUTHORIZED PROPOSED DEVISED N \ ROOM / ALTERATION MUST BE NOTED,SEALED,AND SCALE: 3/1 G"— I'-O" DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown \ Architect, P.C. \ ao55 Bay Ave. Greenport NY infoo@ribrownarchitect.com \ 631'477-9752 \ EXISTING \ CLOSET MASTER BATH 1 EXISTING / KITCHEN \ > CLIENT/OWNER ` SILBERSTEIN ` MASTER / STEVEN AND ILENE BEDROOM 99 6 SKUNK LANE WINDOW SCHEDULE C4UTCHOGUE, NY u 935 \ ` \ MODEL SIZE TYPE LITE5 QUANTITY NOTES PROJECT TITLE \ \ \ A 3050 310"x 5'1" DH I OVER I 6 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH ADDITIONS AND LOW-E ARGON FILLED GLA55 RENOVATIONS \ \ \ B 2036 210"x 315"" DH I OVER 1 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH / LOW-E ARGON FILLED GLA55 / 3040 3'0"x 4'O" DH DH 8 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLA55 EGRESS DRAWING TITLE 3050 3'0"x 5'0" DH DH 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH \ / / \, / LOW-E ARGON FILLED GIA55 FIRST FLOOR PLAN rev.Jan.25,2024 SCALE 1/4"=1-0" DRAWING NO. ISSUES/REVISIONS TA 7-4 114" 23'-4 112" 7-4 114" 4'-1.. 5'-03/4' 5'-0 3/4" 5-03/4"3/4" 4'-1 \ B I / \ O O O O \ I I I \ I - CEILI/HTUETHANI CEILINZE IN THIS ARBA � I G-GAIN THIS AREA L - - - - I I/ ! 3'-G" H. WALL 37 I-011 O INACCESSIBLE ATTIC / srlo R P DOWN o =_ D ROPOSED ART STUDIO SPACE 2, G, N N 3'-G" H. WALL N N i I C \ / N \ J \ O CATHEDRAL CEILING D EXISITNG UNFINISHED \ ATTIC / IT / \ I Or I CEILING STHAN\C�EIIL�I�NT S THAN T L 15 AREA i I N G'-G" IN THI5/AREA I I I \ 0 0 0 B I I / / \ I / 91 4'-1 1 5-0 3/4" 5'-O 3/4" 5'-0 3/4" i L 7-4 1/4" 23' 112" 7-4 114" \ A \ FDOF'OSED DEVISED SECOND FLOOD FLAN SCALE: 3/1 G"- I'-0" / THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED iOzi ALL RIGHTS RESERVED A IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. F Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY \ I ( info@ribrownarchitect.com \ I I I I 631-477-9752 \ I I I I \ I I \ I CLIENT/OWNER \ I I SILBERSTEIN \ I I STEVEN AND ILENE 1496 SKUNK LANE \ I I I CUTCHOGUE, NY 11935 \ I PROJECT TITLE I I ADDITIONS AND \ ( I I RENOVATIONS \ I I DRAWING TITLE \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� SECOND FLOOR PLAN \ ROOF PLAN \ rev.Jan.25,2024 SCALE 1/4"="-0" / / F'ROF'OSED DEVISED ROOF FLAN DRAWING NO. / SCALE: 3/1 G"- 1'-0" ISSUES/REVISIONS El El El BLACK A5PHALT SHINGLE ROOFING TO MATCH EX15TING ■ ILI VINYL 51DING TO MATCH EXISTING VINYL 51DING TO MATCH EXISTING NEW WINDOW TRIM TO MATCH EXISTING M(P.) NORTH ELEVATION SCALE: 1/8" - 1'-0" EXISTING EXCEPT A5 NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A 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. Robert I. Brown Architect, P.C. 20r, Bax Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 s. i CLIENT/OWNER VINYL SIDING TO MATCH EXISTING S I LB E RSTE I N Q na STEVEN AND ILENE / 1496 SKUNK LANE CUTCHOGUE, NY 11935 u `. \ PROJECT TITLE NEW WINDOW TRIM TO MATCH NEW WINDOW TRIM TO MATCH ADDITIONS AND U15TING crm.) EXISTING 9W.) RENOVATIONS EXISTING STRUCTURE TO REMAIN 5-2 1/2" 38'-1" DRAWING TITLE 43'-3 1/2" ELEVATIONS NEW CONSTRUCTION SOUTH ELEVATION SCALE SCALE: 1/8"- I'-O" rev.Jan 25,2024 1/4"=1-0 EX15TING EXCEPT A5 NOTED DRAWING NO. ISSUES/REVISIONS NEW 2x 10 RAFTERS @ I G"O.C. 7.5'CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 1/2" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE --- !! -� BLACK ASPHALT SHINGLE ROOFING TO MATCH IXISTING 12 I�l V.I.F. MATCH EXISTING ROOF SLOPE L�y 2x 10 JOISTS @ I G"O.C. I x8 AZEK TRI MBOARD --� (2) 2x 10 HEADER(IYP.) N015E CANCELING I' O INSULATION NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM INSULATION (K R-15 BATT INSULATION 1/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE 51DING TO MATCH EXISTING 4" POURED - CONCRETE SLAB �.o ( 6 � 2x 10 JOISTS @ I G"O.C. 2�bbbbt •' w/K-30 BATT INSULATION 8" POURED CONCRETE EAST ELEVATION 2' RAT SLAB FOUNDATION WALL w/#5 REBAR IN EACH DIRECTION SCALE: 112-"- 1'-0" I G"x 8" POURED CONCRETE r FOOTER w/(3)#5 REBAR CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED SOIL SECTION B SCALE: 114"- 1'-0" NEW 2x 10 RAFTERS @ I G"O.C. THESE PLANS ARE AN INSTRUMENT OF 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) SERVICE AND ARE THE PROPERTY OF THE 1/2"CD-X RATED PLYWOOD SHEATHING ARCHITECT.INFRINGEMENTS WILL WATERPROOF MEMBRANE BE PROSECUTED 2"X 12" RIDGE BEAM BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING 12 1022 ALL RIGHTS RESERVED ::} u; 14 + }� i { 2$ .{ FY1 ? 1�7Y , �. `., :H , tz - i t$ YIT t ti 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, 2"x8" II _ 7-I/2"CLOSED CELL SPRAY IN FOAM NEW 2x 10 RAFTERS @ I G" O.C. UNLESS ACTING UNDER THE DIRECTION OFA rr +t1 . INSULATION (R-49) 7.5" CLOSED CELL SPRAY-IN FOAM LICENSED ARCHITECT,TO ALTER ANY ITEM ON 12 INSULATION (R-49) THIS DRAWING IN ANY WAY.ANY AUTHORIZED 1/2"CD-X RATED PLYWOOD SHEATHING ALTERATION RI ED NACCORDANCE EH NOTED, ED,AND. WATERPROOF MEMBRANE DESpa ++ =. CK A SHINGLE ROOFING TO MAn fl Robert I. Brown MATCH EXISTINX15TIN G 2"TH CLOSED CELL SPRAY INI, Architect P.C. FOAM INSULATION WITH i i 205 Ba Ave. Greenport NY 3-1/2"TH FIBERGAL55 BATT 0 INSULATION TOTAL R-28 �;,', �, lno@rlbrownarchitect.com 631-477-9752 2'-0" BEDROOMS 3/4"TH AZEK TRIM BOARD N 1!i✓ ✓. 1' ':. { I x8 AZEK TRIMBOARD 2x 10 JOISTS @ I G" O.C. �% � L•.• r ' w/R-30 BATT INSULATION "TH AZEK----- (2) N NEW STAIR TO ATTIC: � 2x 10 HEADER(TYP.) �� ,y TRIM BOARD — �1 N015E CANCELING NOI CANCELING t. / RISE: 7 75" (2) 2x 12 GIRDER ' + I I.. INSULATION ' NSULATION / RUN: 9/z NEW 2xG EXTERIOR CONSTRUCTION / RISERS: 14 2 CLOSED CELL SPRAY-IN O z / / FOAM INSULATION (R-13) R-I 5 BATT INSULATION `a 2"xG" CCA PLATE ANCHORED s I/2"CD-X RATED PLYWOOD SHEATHING - WITH 18" BOLTS (2 PER SILL \ WATERPROOF MEMBRANE 10"SQUARE COLUMN MIN)OVER ALUMINUM \ SIDING TO MATCH EXISTING TERMITE BARRIER AND \ SILL SEALER. \\ CLIENT/OWNER 2x 10 JOISTS @ I G"O.C. • � DECKING SELECTED BY OWNER ONTINUOUS#5 REBAR r t t s t 2x 10 J015T5 @ i G"O.C. w/R-30 BATT INSULATION c �--� • • - - _ _ __ _ I LB E RSTE I N 'o "•• w/R-30 BATT INSULATION (2) 2x 10 GIRDER � � '� � �F (2) 2x I O FLUSH GIRDER (2) 2x 1 o FLUSH - - - ----- 2x 10 P.T. JOISTS @ I G"O.C. 4x4 P.T. POST SECURED GIRDER STEVEN AND ILENE JOISTS SECURED WITH WITH PORT HOLDER o c9 PROPOSED CRAWL SPACE 8" POURED CONCRETE J015T HANGERS z zFOUNDATION WALL 10"dia. 50NOTUDE 0 2"RAT SLAB :; m 1496 SKUNK LANE CUTCHOGUE, NY 11935 o0~ zp u- 3 2" RIGID INSULATION t 30"x30"x8" POURED +I z m `' (R-1 O) CONCRETE FOOTER w/ #5 QREBAR IN EACH DIRECTION. PROJECT TITLE MINIMUM 3'-0" BELOW GRADE ADDITIONS AND I G"x 8" POURED CONCRETE ON UNDISTURBED SOIL FOOTER w/(3)#5 REBAR RENOVATIONS Ll,• • CONTINUOUS ON .-e�rb UNDISTURBED SOIL 2'x 2'x 12" D REINFORCED 2'-0" P-4" POURED CONCRETE FOOTING 8" POURED CONCRETE FOUNDATION WALL w/#5 DRAWING TITLE 5ECTI N A REBAR IN EACH DIRECTION SECTION C I G"x 8" POURED CONCRETE ELEVATIONS FOOTER w/(3)#5 REBAR CONTINUOUS. SECTIONS CALF: 1/4"- I'-0" SCALE: 1/4"- 1'-0" MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED 501L rev.Jan 25,2024 SCALE1/4"=1'-0" DRAWING NO. ISSUES/REVISIONS L_ J LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER ® JAM SWITCH OUTLET : GFI= GROUND FAULT INTERUPT 220 = 220 VOLT -- 4 = QUAD OUTLET Loj FIXTURE S= SURFACE MOUNT PROVIDED BY OWNER 1 R= RECESSED PROVIDED BY CONTRACTOR i i i \ F0 WALL SCONCE i I PHONE O O i ` J CABLE 5E NETWORK CABLE SPEAKERS \ \ I 4 ALARM KEYPAD I I T ' 41 THERMOSTAT ® VENT SMOKE DETECTOR Loj CO CARBON MONOXIDE DETECTOR LIGHT TRACK SPOTLIGHT HOSE BIBB IF L J PROPOSED DEVISED BASEMENT THESE PLANS ARE AN INSTRUMENT OF ELECTRICAL PLAN SERVICE AND ARE THE PROPERTY OF THE EXISTING FOUNDATION TO REMAIN ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED Roza ALL RIGHTS RESERVED FOR SPLIT SYSTEM HEAT PUMPS _ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, rUNLESS ACTING UNDER THE DIRECTION OF A GFI GFI LICENSED ARCHITECT,TO ALTER ANY ITEM ON LEGEND THIS DRAWING IN ANYWAY.ANY AUTHORIZED �\ qp 4pI ALTERATION MUST BE NOTED,STALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. LIGHT SWITCH D = THREE= DIMMER Robert I. Brown ® JAM SWITCH Architect, P.C. OUTLET : 205 Bay Ave. Greenport NY GFI= GROUND FAULT INTERUPT info@ribrownarchitect.Com 220 QUAD VOLT 631-477-9752 FlxruRE : 4Efl- - S= SURFACE MOUNT PROVIDED BY OWNER / =@ I R= RECESSED PROVIDED BY CONTRACTOR 5D MOUNTED / I FO WALL SCONCE C GFI HEAT PUMP UNIT WP GFI PHONE T WJ �J CABLE 5E NETWORK CABLE / JTJOND O R I I I Q SPEAKERS U R \ I �A ALARM KEYPAD I! 4 THERMOSTAT 4 *r ��..�3 f4 �- I I VENT SMOKE DETECTOR / CARBON MONOXIDE DETECTOR CLIENT OWNER IXiSTING DOORS \\ __ 1 I 0= GI SILBERSTEIN TO REMAINS LIGHT TRACK STEVEN AND ILENE / 1 l4a6 SKUNK LANE SPOTLIGHT CUTCHOGUE, NY 11935 If Y / I ECT TITLE HO5E BIBB PRO J / WALL MOUNTED 4 ADDITIONS AND \ i E HEAT IMP UNIT I RENOVATIONS I dE:== 6 I \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DRAWING TITLE \ ELECTRICAL PLANS / / ,. rev.Jan.25,2024 SCALE1/4"=1-0" PROPOSED DEVISED FI DST FLOOK DRAWING NO. ELECTRICAL PLAN \ ISSUES/REVISIONS LEGEND \ I I ( I $ LIGHT SWITCH 3 = TH REE WAY I � D = DIMMER WALL MOUNTED 1 ® JAM SWITCH \ IYHTLE 1 HEAT PUMP UNIT I 1 OUTLET GFI= GROUND FAULT INTERUPT 220 = 220 VOLT 1 CEILIN HT LES THAN 1 4 = QUAD OUTLET G'-G" IN THIS ARt�A I I G'-G'11IN THIS AREA FIXTURE - - - - - - - - -- S= SURFACE MOUNT PROVIDED BY OWNER �' I R= RECESSED PROVIDED BY CONTRACTOR - - - -�- FO WALL SCONCE � PHONE CABLE 5E NETWORK CABLE / – – –– –– �` Tv --I Q SPEAKERS ALARM KEYPAD TO SWITCH O / v FIRST FLOOR i 4]T THERMOSTAT 1 C VENT SMOKE DETECTOR CARBON MONOXIDE DETECTOR THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE ARCHITECT.INFRINGEMENTS PROPERTY WIILOF THE _ _ 1 LIGHT TRACK BE PROSECUTED \ SD F — 2022 ALL RIGHTS RESERVED SPOTLIGHT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACITNG UNDER THE DIRECTION OF A 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON C\G�" l T S THAN I 1 CEILING HT S THAN THIS DRAWING IN ANY WAY.ANY AUTHORIZED \ 1 GH AREA 1 G'-G" IN T5/AREA WALL MOUNTED 1 1 � HOSE BIBS ALTERATION MUST BE NOTED,SEALED,AND \ 1 HEAT PUMP UNIT DESCRIBED IN ACCORDANCE\NTI'H THE LAW. 1 Robert I. Brown 1 1 Architect' P.C. � I I 205 Bax Ave. Greenport NY in f o@ribrownarchitect.com -- 631-477-9752 ED EVI ED SECOND FLOOK ELECTRICAL PLAN CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE I 96 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TTTLE ADDITIONS AND RENOVATIONS DRAWING UnE ELECTRICAL PLAN , rev. an.25,2024 SCALE i/4,=i-o DRAWING NO.