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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51746 Date: 03/17/2025 Permission is hereby granted to: 420 Holden LLC 1895 Pequash Ave Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. Premises Located at: 420 Holden Ave, Cutchogue, NY 11935 SCTM# 103.-14-17 Pursuant to application dated 11/25/2024 and approved by the Building Inspector. To expire on 03/17/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,733.75 CO-RESIDENTIAL $100.00 Total S2,833.75 wilding Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT : Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-95021 /lv �o l t tr: v 4y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: '' Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 11/25/2024 OWNERS)OF PROPERTY: Name: vc,tt . tJ) =SC=TM 1000- 103-14-017 Project Address:420 Holden Ave., Cutchogue Phone#:616-416-4096 Email: huckhirschCCgmail.com Mailing Address: 1895 Pequash Ave, Cutchogue, NY, 11935 CONTACT PERSON: Name:same as above Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:same as above Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,000,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo PROPERTY INFORMATION Existing use of property:vacant lot Intended use of property: residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 5W No IF YES,PROVIDE A COPY. ❑ Check Box After Reading: The owner/contracior/des4in praiiessionai is responsible for all drainage and storm waw Issues a Provided by ChapW 2M of the Town code.APPLICATION IS FEMY MADE to the B Mft D"=Mm M for the Issumme of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suf ink County,New York and other applicaMe Laws,Ordinances or Regulations,for the construction of bulldings addidons,aftwatimn or for removal or demolition as herein desalbed.The applicant agrees to cam*wRh all appllcaae laws,ordbuarnce%bu&tng code, housing code and regulations and to admit authorized Inspectors on premEses and In build nds)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 218AS of the New York State Penal law. Application Submitted By(print name): Huck Hirsch ❑Authorized Agent NOwner Signature of Applicant: Date: 11/25/2024 STATE OF NEW YORK) CONNIE D� BUNCH SS: Notary Public:,states of New York No.0'16U618505 COUNTY OF ) Qualified In Suffolk CocarstY , Commission E x ices April 14W ......... being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ^^ -- ,, (� � � � y of �Y�c�,Imo/\ ,20 �L7'r ti�`-'" Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) .mm. I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name QTGenerated by RFScheck-Web Software Compliance Certificate ., Project New Single Family Home Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 2,154 ft2 Glazing Area 16% , Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 420 Holden Ave Huck Hirsch Louis Schwartz Cutchogue, NY 11935 420 Holden Ave Tiderunner Engineering &Design, Cutchogue, NY 11935 PC 7 Rdgewood St Bay Shore, NY 11706 Compliance: 8.5%Better Than Code Maximum Uk 468 Your UA: 428 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope s era ll Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or 1st Floor Ceiling: Flat Ceiling or Scissor Truss 1,182 40.0 0.0 0.029 0.026 34 31 Ceiling: Flat Ceiling or Scissor Truss 972 40.0 0.0 0.029 0.026 28 25 1st Floor Wall: Wood Frame, 16" D.C. 2,005 21.0 0.0 0.057 0.060 93 98 Door: Solid Door(under 50%glazing) 24 0.280 0.320 7 8 Door 1: Glass Door(over 50% glazing) 150 0.310 0.320 47 48 SHGC: 0.28 1st Floor Windows: Wood Frame 205 0.300 0.320 61 65 SHGC: 0.31 2nd Floor Wall: Wood Frame, 16" D.C. 1,008 21.0 0.0 0.057 0.060 51 53 .__............�w............. _............_._wwwwww ..... Project Title: New Single Family Home Report date: 12/10/24 Data filename: Page 1 of10 f p Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Windows: Wood Frame 121 0.300 0.320 36 39 SHGC: 0.31 Floor: All-Wood Joist/Truss 2,154 30.0 0.0 0.033 0.047 71 101 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require e is listed in he REScheck Inspection Checklist. Louis Schwartz 2/28/25 Name Title .............. �www Si natuM Date . SCH 0 * I 77006 IV S Project Title: New Single Family Home �.... _� � WWYYWWReport date: 12/10/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section flans Verifiedieiclrerifieci ,itPre-Inspection/Plan Review Val am ual a+a Complies? Comments/Assumptions 103.1, ;Construction drawings and Complies 103.2 °documentation demonstrate Does Not�j [PR1]1 ;energy code compliance for the building ❑Not Observable envelope.Thermal ,�i�!� /� � ���i i% / r ,envelope represented on ❑Not Applicable 4��j���j% �f/ �� , m nt . r/ / , j /, construction docu e s iii %,/„/,/i ,1 , 103. , Construction drawings and,documentation demonstrate j �//%// j� ❑Complies 103.2 / j / , � i�EDoes Not 403.7 energy code compliance for ,� �y ' �'��ry� ���� / Not Observable 1 K/��� ;/ � ��� V....�' [PR3] lighting and mechanical systems. g g y / �� j Systems serving multiple %'/ FJNot App licable ;dwelling units must demonstrate (compliance with the IECC ,//���//� Commercial Provisions. , ar /ai �� 302.1, (Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 isized per ACCA Manual S based i Btu/hr� Btu/hr� ❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ;❑Not Observable v p'Manual J or other methods i Btu/hr Btu/hr £approved by the code official. '❑Not Applicable p F Additional Comments/Assumptions: 1 Hi h �.�.._._._._._._._.... -......... I.3. Lo __. � ................... aa.....M. ImpaIm act Tier 1) 2Medium Impact Fier 2) _. ..._..... ............. ......_ ..... .ww_Project Title: New Single Family Home Report date: 12/10/24 Data filename: Page 3 of10 srtion f of Ifn pectioij, Comp, � offi#o*'. t / +� �rtlarw Req.lD L 3012.1 °A protective covering is installed to 0 Complies iFO1112 k protect exposed exterior insulation EJLroes Not and extends a minirnnrn of Fa in, below d of Observable; g race. 1�014ot Applicable j rowara.w�.. .. _. ._w_. .._.._ .� .... w_.._.. m.�..._..ww............................�..._____._..................._..,......... _.................. �.... -. d ice-rneltinrg systern controls Zkornplies lFc,71 rinstalled. UI oes Not E EDNot Observable ®Not Applicable Additional Comments/Assumptions: rfaac _.....m_ __.. t Crier__) f� Iiitn�Iraact(Tier 21 9 Ir ...._........... ........... Lwow.w._. Irnl act w(wwl_r..e_.r._wwml... .......... �w- Project Title: New Single Family Home Report date: 12/10/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &R�.1 D 402.1.1, Door U-fa ctor. U- � � U OComplies ;See the Envelope Assemblies 402.3.4 _ ❑Does Not i table for values. [FR1]1 ❑Not Observable ❑Not Applicable avera e). factor(area-weighted _.w..,_._. .....__-------------..._. �w_. _._..�.w.w....................._........, .. 402.1.1,_ gU _ } U-_ ❑Complies iSee the Envelope Assemblies 402.3.1, g ❑Does Not table for values. 402.3.3, '❑Not Observable i 402.5 [FR2]' ❑Not Applicable 30 � /ir/ //,�i�, /'%/�%//.f;,,%// 03.1.3 'U-factors of fenestration products`;�''j% �� "//�,�/'jam' ��� �i�j�'�Com lies / //i%%%�// �/ � ;� ]DaesPNot [FR4] fare determined in accordance �,i/„r�'r �� �/ rr i 'with the NFRC test procedure or � /j/rr ���%� , ad // / %/ " j,❑Not Observable ',taken from the default table. ,, / / "�/ ❑Not Applicable 4.1.1 "Air barrier and thermal barrier /% %/' f%%// / / /' Cam lies /��FR23 linst per manufacturer's ❑Does Not =instructiructions. ❑Not Observable ` ❑Nat Applicable i / r, 402.4.3 Fenestration that is not site built f%' /�j% / j❑Complies [FR20]1 is listed and labeled as meeting ' ���❑Does Not iAAMA/WDMA/CSA 101/I.S.2/A440 r❑Not Observable �� / // / ��� or has infiltration rates per NFRC , �' ❑Not Applicable 400 that do not exceed code lim its. i / - -�w ._.....m.... _ww..� ..... 402.4.5 FIC rated recessed lighting fixtures / �r�i/��iiii�/� / ❑Complies � ��"""" ❑Does Not [FR16] psealed at housing/interior finish / � �� ]and labeled to indicate <_2.0 cfm ////�%j! r ����i% � ❑Nat Observable leakage at 75 Pa. N _ ❑Not Applicable �w 403.3 1 ,Supply and return ducts in attics / %/j �� l% ❑Complies [FR12]a Linsulated >= R-8 where duct is / � /❑Does Not ^>= 3 inches in diameter and >_ �,# � R 6 where < 3 inches. Supply and ❑Not Obser vable ' �� i ❑Not Applicable 1 return ducts in other portions of � ���� � j/ PP insulated >= R-6 for ,the building ;diameter>= 3 inches and R , for< 3 inches in diameter. .�/ /,� , 403.3.2�IDucts, air handlers and filter �ii% "��i� z% jri % ',❑Coin lies /�// /' P. [FR13]1 (boxes are sealed with �� /�� ❑Does Not ;joints/seams compliant with �� + � ✓ Not Observable International Mechanical Code or 01, ❑Not Applicable � /�j Rn,", f / /j'/ IInternational Residential Code, as (applicable. ................._..... _ �www__............. . .www .... __......... 403.3 5 (Building cavities are not used as f// / ❑Complies [ ]3 P rrr%/ r /� /// ❑ FR15 !ducts or plenums. �����" / '//�� ,ji/////�i�/ � on/,/ / /r lr�%/ Does Not Not Observable ❑NO Applicable .wwwwwww ...................._ _ "� . ..w ........_.w..._ 403.4 ;HVACpipin9 conveying fluids R- __._w�_....._._.. R ❑Complies [FR17]2 (above 105 °F or chilled fluids } -]Does Not Fbelow 55 °F are insulated to >_R-3. f ❑Not Observable I F❑Nat Applicable _..... w�w__ ...... __.�w�_ ......__._............_wwww t%%O%%///o//rrr� �� '�r%/ rr, /�r /1%" ........ .—----- ___ w.._. - ----- ..� ... ..ww........ 403.4.1 Protection of insulation on HVAC /�� !� /� ���/�//%/�� � %❑Complies [FR2411 piping. Does Not �r'/%/����/����❑Not Observable '.. ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R I R w_ m __ ❑Coplies [FR18]2 R>_R-3. i �D]Does Not ❑Not Observable I , ❑Not Applicable s 1 Hi h Impact(Tier 1) 2 ` Me.d..�..�m _ ... ..... _....................._._..-.------ _ f g p Impact(Tier 2} 3 Low Impact (Tier 3) ......................�... �� www.._ ..... . ..._ ._.w_ ...__..._ .._...x Project Title: ��.......... .w.w._.._.._.. _._._. __._._..._..........._......�w_..................._._...wwwww_..._.-......�.... j New Single Family Home Report date: 12/10/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID Automatic or gravity dampers are omplies installed on all outdoor air �� ❑Does Not intakes and exhausts. Not Observable /���������p❑Not Applicable Additional Comments/Assumptions: .. www_W._.�� _ w._�w�w.. _w� ...����. ��w� ._.._......... .. _.._................. 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) .__. -._........... wwwww............................ ............ �..w................................ � Project Title: New Single Family Home Report date: 12/10/24 Data filename: Page 6 of10 Sec tion' I ►ns rreriea Iwielci verifi �l Insulation Inspection \/atu Ylue Compl+es Comments/Assumptions !ic Re .I 3031 IAII installed insulation is labeled m lies (I 1,31� or the installed R-values � j � � ❑Does Not , provided. ❑Not Observable ❑Not Applicable _ 402.1.1, fMFloor'insulation R-value„ _ See the Envelope Assemblies ...�.www_.._.-_.._.._..............._._I R- R_._._........... o❑Complies 402.2.E ❑ Wood "❑ Wood `❑Does Not 'table for values. [IN111 ❑ Steel o❑ Steel ,❑Not Observable ❑Not Applicable / ///%'i%%%/ /'r r 303.2 � Floor insulation installed per � �j/��/%/���//�//�/�� j/�/❑Complies 402.2.8 manufacturer's instructions and �jj � j❑Does Not [IN2]1 in substantial contact with the r r� � Not Observable underside of the subfloor, or floor ����t,.., /�/,� / ❑Not Applicable 'f raming cavity insulation ism PP contact with the top side of �1� ;sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the Itop of all perimeter floor framing _ members. 402.1.1, ;Wall insulation R-value. If this is a° R- R- a❑Complies See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the o❑ Wood °❑ Wood F❑Does Not ;table for values. 402.2.6 Fwall insulation on the wall o❑ Mass a❑ Mass tNot Observable ` [IN3)1 ,exterior, the exterior insulation - requirement applies (FR10). o❑ Steel ❑ Steel o❑Not Applicable ....... ........................... orri ,rr rrrrrr _........ ww_._._.� / /////%%//rrr// /'j%/%ii,///rill//////////O%//%%%/ii/'% ❑Complies 303.2 `Wall insulation is installed per y%r / r��or/ /��rrrr, ' ii. " �,%�j,'° p Pi'/ ii ij %/ /r r, /iiii ///% [IN4]1 manufacturer's instructions.. r�r���"��//i��� �r���r'/ /i �� /� "' �ir�j���,// ��%�� ��///�/i�/ r��oj'�❑Does Not r// ❑Not Observable rf /� � �/ ❑Not Applicable ,� PP Additional Comments/Assumptions: E1 Hi rth Im act(Tier 1) 2 Medium Im act(Tier 2) p ww.wwii...... .g.w_ p.... .�w_.............. ._ µ. ..ww_P ... Low Impact(Tier 3) Project Title: New Single Family Home _ _.ww...�........................_.. Report date: 12/10/24 Data filename: Page 7 of10 Section l�la�ns Verified field Verified (Final Inspection Pfovf lops 'Value Value ompiles' core went /Assumptioos iaFa .lf? _w.__..... 402.1.1, ;Ceiling insulation R-value. R- R- C❑Complies ,See the Envelope Assemblies 402.2.1, F❑ Wood ❑ Wood E❑Does Not ;table for values. 402.2.2, Steel p❑ Steel !❑Not Observable ' 402.2.E[FI1]1 j❑Not Applicable r'i1//� //// /%i/s% /%"%%/////%%%///% ; ��,,,,.. ..... 303.1.1.1, Ceilin insulation installed per ! /f f / / f /f / 9 P �/ // i/� /1�����/�����%/i� ❑Complies , 303.2 manufacturer's instructions. /� �/ ' ' " / / j�/ j/ / ❑Does Not [FI2]1 Blown insulation marked every /�/� / /�j;,,������/�❑ �jObservable , 300 ft2. /� %� �/f ��/�/� ❑Not A licable 4�d 1 „3; ;,Vented attics with air permeable ;�//j�/ / ! // / ❑Complies i insulation include baffle adjacent ' % ❑Does Not Ito soffit and eave vents that ;1 � �/ �� ❑Not Observable a :.extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and doorNNNNNNNNNNN, R- R- ;❑Complies [FI3]1 insulation >_R-value of the ❑Does Not (adjacent assembly. F ❑Not Observable ❑Nat Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 i ACH 50 = ACH 50 = ;❑Complies [FI17]1 each in Climate Zones 1-2, and a s ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable f❑Not Applicable �--............................ 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 (❑'Complies [FI27]1 determine air leakage with ft2 E2 ❑Does Not ,either: Rough-in test:Total leakage measured with a �❑Not Observable pressure differential of 0.1 inch ;❑Not.Applicable w.g. across the system including a ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a i :pressure differential of 0.1 inch r 4.g. across the entire system ;including the manufacturer's air handler 403.3.4 :Duct tightness test result of<=4 ..._._.. cfm/100 _www cfm/100 __........................__ __.......................... _ ._._. _._ _www_ _._._._...._ Combpies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ❑Not Observable (tests, verification may need to ;❑Not Applicable occur during Framing Inspection. _........w_ _.......... .__....wwww__ _ ......� _�-.__-__w..._ % �w �..._ __.m...._.____. 403.3.2.1 :Air handler leakage designated '% °°/% ///%'///i, %j" %%"/'/`%%%' ❑Complies 1 a i// i/ii/, // / ,/% '[FI24] 'by manufacturer at <=2/o of //��i///� // /�� //❑ ,��%/ r� ///// �i�' „� '� does Not design air flow. ❑ Not Observable _ X]Not Applicable 403A.1 Programmable thermostats / /�% %///iy��% //%f �p❑Complies j . installed for control of primary � �,/� Does Not heating and cooling systems and U /j / / //!/' Y %j ��❑Not Observable initiallyset b manufacturer to ,/�/M��f/��� aCOde specifications. f� � ��i�, ❑ ot Applicable 403. ,, „Heat pump thermostat installed om lies j on heat pumps. / Does Not Not Observable , ❑Not Applicable 4tI Clrculatln service hot water ///U' /��//"c! i��/��// / /�/////// 9 '/��/ii�%%/i// %%%�,,;//��� �/i°�%�/� ❑Com lies y /� / %�%%%/ ,,,, ��� ///� �[]Does �F] �-[ as stems have automatic or � / a" � P 4 % , Not accessible manual controls. „�a / / / // j //o/ %i�/ /1// , � E]Not Observable L. Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) _ww_ ._.._.._� . . ..._._._..._ .................. . _ . w..__.. _. Project Title:YNew Single Family Home _...._._-] y Report date: 12/10/24 Data filename: Page 8 of10 ection F'lart�e V+�r�fied Fi�id �erifie�! Fin t Inspection Provision c►rnplies? Ccoriarrent /t taroption & tte+ wtt ..... r r, 1 " / / ' %/ ii ❑Com lies _w .All mechanical ventilation system��� ���/����i��/� ����� p �Fk � fans not part of tested and listed /��� /" /��❑Does Not HVAC equipment meet efficacy jij// , // Not Observable °and airflow limits per Table %%i 'J/ //❑ h R403.6.1. /, // /��f,�f j� ❑Not Applicable ,,, / / ............. _.._ M_ �....._. wwwww_.wwww_..w_ , � ��w_______�........ ......__._ "/,/,",,,f;, ,, ;,,,,/ +�� .� <,Hot water boilers supplying heat °�% �� �j/��/������//��"❑Complies ii uthrough one-or two-pipe heating /�fi�' �'❑Does Not °s stems have outdoors Y Not Observable " control to lower boiler water I tem erature based on outdoori / � ❑Not Applicable �� �� P )temperature. y ' %%'1'% //ice%%�%%�%//�%//❑complies 4 - Heated water circulations stems have a circulation pump.The ❑Does Not system return pipe is a dedicated Not Observable / i / �i�/i;�❑ return pipe or a cold water supply / /// / //,/ ❑Not Applicable p pipe. Gravity and thermos 4,�/ �/�,/ �/�r �� icirculation // syphon s stems are sYPY not present. Controls for circulating hot water system um s start the pump with signal -for hot water demand within the a occupancy. Controls ±automatically turn off the pump ,. circulationloop ;when water is in arcula io s is at set-point temperature and no demand for hot water exists. 4 Electric heat trace systems ❑Complies IW , ply with IEEE 515.1 orb / / / ❑Does Not 515. Controls automatically f/ / /f f��� adjust the energyinput to the �� ❑Not Observable ; / /�/ /i/ /� �heat tracing to maintain the ❑Not�/i� � /��-�/ ���, Applicable�r ),desired water temperature the „ in 0 ' Demand recirculation water []Complies 1, systems have controls that ❑Does Not manage operation of the pump -- ' �/% ❑Not Observable and limit the temperature of the o�i � '��% / " P Id water � ❑Not Applicable o water entering the co o Piping to <_ 104-F. 4CS�"�S Drain water heat recovery units omplies 131 tested in accordance with CSA �� � /- / Does Not B55.1. Potable water-side ,�� 0� � �/� ,❑Not Observable f drain water heat ,��� �/ /� ��/ �/� ... pressure loss o r�/j� ,/��/%���/� Not Applicable it < 3 psi for PP recovery un s p units connected to one individual ,k or two showers. Potable water "side pressure loss of drain water 3 heat recovery units < 2 psi for individual units connected to three or more showers. / //' �/ if /'%%,, ///� 404.1 ;90% or more of permanent /��/'% / '%/'%/�i���%,%°�' ��� //"�� _Com lies P ,% /��� f/�f�j,�//�f, E p FI6 i Mixtures have high efficacylam s �� � %��%rj i%�, /�%h[--)Does Not Observable o, ������%/,���//�������❑Not Applicable 404.11 Fuel gas lighting systems have ;,�%%%/////�///%�/%`J�/�� i//� %/����//���Complies (F12313 no continuous pilot light i j����� j /��/ ��j" @Does Not Observable /0 / �i ///// /% ❑Not Applicable _....._.._.._ /�,/ _www ------------- .............. . .... ..-w__... ----------- iaiiair /'%/%///i% %' %///%//% % //p i� a3 Compliance certificate posted. t/,�,����/�/���//////fj //��� �%,//' Complies , ' �/��/ �f���j/J�/❑Does Not Observable .i'/// // 9Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) _. _,.' _w_.._. ..... m Imp wwww _ �...� _p ..(Ti __.............................. Project Title: New SingleFamily Home 7W7W7W7�N^YµYµYYYY Report dater 12/10/24 Data filename: Page 9 of10 Sec lon i'law�s Verlfle t Fleld Verl Jeri Final Inspection Provisions Value Velue Complies? Comments/Assumptions & Req ID ww....w.wwww.._. 303.3 Manufacturer manuals for mplies (F113 mechanical and water heating 1 / 1 9 � /f�/`' .. l of Not !systems have been provided. 4'�/�i� ;�i;�j/i,� f�� µ / %i�r or Observable . �/// % %, �i ,/ i / o/f/%%/ %/ii,/ /%%��Not 6ppl�r.alale Additional Comments/Assumptions: 1 HiC�i1 Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) ..Project Title: New Single Fa p_.....__.w_._.W........., _._.._.__www...._.�.._........ ....�__.____. __....�._............._ ._.� j Family Home Report date: 12/10/24 Data filename: Page 10 of10 Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.31 0.28 CoolingHeating & Heating System: _........... __ Cooling System: _._.... Water Heater: Name: Date: Comments STFIAC ffi 100 andeo "SO M 90 UPDATED SINGLE AND SEPARATE SEARCH r December 5,2024 rt . . David J.Jannuzzi,Esq. 13235 Main Road PO Box 1672 Mattituck,NY 11952 Re: OurTide No. : ST-45346 Tax Map Designation : District:1000 Section:103.00 Block:14.00 Lot:017.000 Dear Mr.Jannuzzi: ABSTRACTS INCORPORATED,hereby certifies to the Town of Southold,Suffolk County,New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 7/1/1983 to 11/15/2024. Said search discloses the following. E P fd Disb ict:1000 Section:103.00 Block:14.00 Lot:017.000 DEED#1: Gra or: Gladys Nanasy Dated:1/22/1975 Recorded: 2/23/1975 Liber. 7786 Grantee: Marilynn Rienecker Page: 539 DEED#2: Grantor. Marilynn Rienecker Dated:7/2812021 Recorded: 9/17/2021 Liber. 13120 Grantee: 420 Holden LLC Page: 434 LAST DEED OF RECORD SDFFOIX COUNTY CLERK RECORDS OFFICE ....a. .. ..... .W. .._...._, .... .... RECORIII3IG.PACES Type of Inst ument: DEED Recorded: 9/17/2021 Namber of Pages: 4 At: 8:55.40 Ply Receipt Number: 21-0164930 *ZLECTROMCALLY HDf Transfer Tax Number: 21-05019 FIBER: D00013120 P 434 District: Section: Block: Lot: 1000 103.00 14.00 017.000 EXAN33M AM MURGED AS FOLLOWS Deed Amount $422,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO CQE $5.00 NO NYS SRCSC4 $15.00 NO Notation $0.00 NO Cert.copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 RD EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584. $5.00 NO COM.Pres 06,940.00 NO Transfer Tax $1,688.00 NO Transfer Tax Num2mr: 21-05019 Fees Paid 89,148.00 THIS PAGE IS A PART OF THE INSTR1MMNT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County n ro a RECORDED Nvzba ctE3cs 4 9117/2021 8:55:40 ffi dUDITH A. PBSGAM CLERK RS OF This docunterd gilt be public SUEgOLK DdUVEY record.Please remove all L. D00013120 Sodd Seceaity Numbers P 434 prior to recording. 21-05019 Deed/Moagsge7ustrmount Deed IMonMe Tim StamQ Recoarmg1prawsbalys 5 1 g 20.00 Modgage Amk 1.Basic MM 20.00 2.AddiRaaal Tsa 7-584 5-00 Sub Total Neon 0.00 SpecdAssit. __. or EA 5217(Cwmty) 5.00 Sob Total 50.00 Spec.lAdcL PA-52 7-{Slats) QaQQ TM,MTG.TAX Deal Town DatlCwaty forAppoinnuent Cflmm.of Fid. 5. 00 Tonsim Tea 1,688.00 Affidavit is Mandan T'ax 0.00 Thepov"covered by thboamiWis Coed CiOpy 0.00 cc wM be imQmved by a ow or two NO&Udnrge 15. 00 � 470.00 �y g°� TO or NO Other 520.00 Craved Total If NO,we aplmopdate tas chose as gage� oY lids iastNmmt. 4 1 rfit~tw SeWm Block Iw 5 IC Presorvaliea Faced zooms 1 1t1 00-1 7,W4 BealPmpedy t` Consdesatian 9maiaIIt '' „01i0.00 Tax Service P Agency tt �' CPF Tsa Due $ &940..00 Vezificidon 6 Lut Pmpeay Owners MaOmg Address RECORD R Ri3TM TO.- VwwtLaad a 100 Gardea City Plaza Ste_ 201 TD Mail'kr.Juddh A.Pascale,Suffolk County Cleric 71 310 Center Drive,Riverhead,NY 11901 Ca . , wow A4Mdkownfynygovkhwk �.."" I?kki ThispageLormsprtoftheaawJwd ni® madeby MFECWYTYPB Ol;nssMUMET-M The greadses heaem is sieated in SLWMX CC)UNMM WYORt7. TO Za the TOWN of SOUTSOM In the VILLAGE ar AAAHM of BOXES6THRUSIiUS'TBE TYPED ORPRIIMINBLACSINKONLY . 'amo" (area) (.-3!.>- CONSULT YOUR LAWYER 0670RE SIG MUG Ti33 INSTRUNUTUT.TUM INISTR'M rl`S*NXR^afi US®BY LAWYERS ONLY TH S IMMENTURF,made the 2d*day of.tuty 2a21, BErrrVESEN � FAAFULYNN R1ENSGICER,rankling as 355 Eastwood Drive Exterhsforr,brricdhoque,tilt 11SW party of the Brst part,and 420 HOLDEN LUM,hav9ng an address of 1270 Skunk Lam Cutchaque,NY IISW party odthe second part, VVWNESSETH,that the party of this first park in consideration of Ten(St0.00)Dollars and other k wfid consideration.lawful money of the Untied State;paid by the party of She seoorid part,does hereby gran and relesse unto the party of the second park the helm or sucoassom and asslipm of the party of the second part ALL that certain plot piece or parcel of lan4 with the buildings and Improvements t u eon Wig and being at ..._ .,. ,q�.-,..,m„._ ..r,.,.,.., .'A,•'aP4TT "t"t�a. . O /tl P a o o the grantor(a)he rvth being the same party as the grantee,(s)and the pmmlsos same as described in deed recorded In 1 Srtec 7786 P01110 GM b3,6 d TOGen4M with ap right,fitly and interest.if any,of the party of the first part in and to any stmets and roads the above described promisse to the center lanesthorool.TCMMTHER with the appUrtarianCes and all the estate and rights of the cal Drat in and to Said TO HAVE AND TO HOLD the +3(oC � � teed unto these of the the hems or successors and of the party Of q. second AND the party of the Mat part its that the party of the brat part has not done or suffered .� anything whereby the said promises t>ave been encumbered In any way Whatever;except as aforesaid. L-a �S• AND the party Of the first pars.in compliance vaa'ffh Section 13 of the[Jerk L.arar,covenants tttet lire party Qtr1�+D of the first part vA8 rocoNe,the consideration for this conveyance and wR hold the right'to receive,shaft consideratibn as a bust finwd to be applied Ikst f@hr the purposeor paying the cost ofthe Improvement and will apply the same,first to the pa of tho cost of the Improvement before ushv any part of the total or samefbranycewpurpose. The retard Shalt be oonstrued as t It read*pardW wherever the sense of this hderftm so IN WITNESS WHEREOF,the party of the drat part Ass duly executed this deed the day and year first above virtu wL IN M �Ca OP. WMLVNWRaMECKER ALYB.TA L Foam Soot-Semo r and Sara Deed.wm tbuesaxt Acts—L%%Iram Ad * Form 3290 nqe lnsamwe company Y M �1 S A RESCRIPTION OF PREMISES roe NO. 563-8-15312 PONCY NO- 50114 5593e ALL'thaC certain plot pface or parcel Of IOMI.Sk lying and bekV In the Town Of SoLdhold,at Rftr,,Neck, Courdy of Wolk and 8tOtO of Ow York, and desigmted as:Lnt 32 as shovm cat " f vs ood .Sermon` wo,e � NO*TOW � S�al�1 C O p entitled N%P " b C a HIV e0 T�S Son.breed�Styeate �,�l.Y. 0�e Cutottogue. NY,and lied In the Cfl m of the Clerk 0f ft C �llc 00 Nov rtt; ~31J. � Nl' Alt. ep 4210. b SCHEDULE A StA&cf Haw York-CowW of 3UFFOLK Stmia of Haw York.Cwm$rcf 3UFFOLK tar tam On the of JW bt &a year 2M balbre tme., Im ffimocU4 rt 1 atr Hard; P red o R[o r a to rm or pentonaKy to rrto or to tree an the of tt rr atf ryr to be Ow to be th )Is (at+�)su to the wM*t (ere)wA to the vM*t sd and m d m me 8®t grey amculed me toy in bat�r 6tyNG rt�and by h*W c pec�},� and Owt �� ��a) ti �r u rp ��?or �n bodmiar the�u eA or"p an upon oftrahichr �h bear) � macuted the the 6t i(a)acted. ktsounwd. btsbunwot rtra 8.2ahier suffta"Moamalmo Exparm FaIL 266 20= WWI*Car OftVict of Codtmbfe.TeMbmy.or F-WIg n Coe n&y)of - ... ._.__._emu ._. 1a or Ah y some in h%O !be fr � � �dn arras Rn d^aa 201 ra,we thc. �... Me me on the of ear e im be the e" far )su bar uch kWbUUWA*.the r� by � aCeu ore the kg*4WW 1Rade each a the VWX coy or a—W in) or or BARGAM AND SALE DEM SBLTtON 103AO wf"cOtrENAw AGAwm$T S "ACTS BLOCK 14A0 ]erNo,seas-t:t2 L Fr 017.0M. t 3ftH m COUN7YORTD%VN- SUFFOLK TO S REET ADDR� 42D Hamden ANwn^ 42a ttdd n L e r cutdwatw.NY I-IM5 Recorded at Request of Absbac* wretard RE77 M BY MAIL TO: 111235 h4afn Road NY ii93S Page 2 5T-45346 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section:103.00 Block: 14.00 Lot:013.000 DEED#1• Grantor. Janet Reeve Field,Madolin Fleet Barteau Dated: 4/15/1970 and Kathryn Fleet Recorded: 4/20/1970 Liber. 6731 Grantee: Harold J.Kober and Patricia F.Kober,his wife Page: 306 DEED#2• Grantor. Harold J.Kober and Patricia F.Kober,his wife Dated: 2/10/2012 Recorded: 2/22/2012 Liber. 12685 Grantee Kober Really,LLC Page:528 DEED#3: §grantor. Kober Realty,LLC Dated: 5/17/2023 Recorded: 7/18/2023 Grantee: Nicholas Lombardi and Kelly Lombardi, fiber. 1.3209 husband and wife Page:979 LAST DEED OF RECORD 1 Z Numberof Pit-COMM 2023 Jul 18 05.21:14 PH Uirx.ent Puleo OF This document will be public �COUNTY record- Pleaseremave ail L DOW13209 Social Security Numbers P 979 prior to recording_ OTO 22-34381 Deed/M gta instrument Deed/I4etea a Tax Sx rp ng/Filing Stamps $' FEES Page/FMng Fee cab Mortgage to 1.Basic Tax Handling 20. 00 i 2. Addllional Tex TP-6$4 Sub Total Notation or EA-6217(County) �— Sub Total _� — /Add. T_MM-TAX Dual Town____-Dual County R.P.T.SA Hold lbrAppointrncwd Comm.of Ed. 20 Transfer Tax Affidavit Q Mansion Tax. Certified Copy The prey covered Is or v� be imprnvsd by a one or two NYSSumharge 100 Sub Total famllydweWng only. YES orNO Other Grand Toffi! !#No,see appropriate twc clause on low e of#tri+ nmrmmerttw 4 DW-10 2W24752 U 5 Press Fund loan io3oo iaao a�coo Red Property (9� Cora o tIo AmountTaxSerAceAgency ! CPF Tax DUe s VaIffication Im 6 -cm RECORD&RETURN TO: Vacwd land Thomas J.Killeen, 32645 Main Road,Sufte:3 TD C utchogrle,IVY 119$5 TD Wall to: Vincent Puteo.SuEOUc County Clerk 7 Title Company Information 310 Center Drive, earl„ NY 1190 Crx Name NATIONAL LAND TENURE —vw wAVbkcountyny.govlclerk NLT-�:�-.23 8 O iiRecording n orserr ent Page This page forms part of the attached DEED trade by- (SPECIFYTYPE OF INSTRUMENT) The promises herein issWated in KOBER REALTY.LLC SUFFOLK COUNTY.NEW YORX TO in the TOWN of SOUTHOL.D NICHOLAS LOMBARD[&KELLY LOMBARDI IntheVRIAGE or I~ ET*f BOXES 67MU S MUST 1BETYPID OR PRINTED IN M ACK BBC ONLY PRIORTO ILDiN+r OR FILING. over BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S- ACTS(INDIVWUAL OR CORPORATION) STANDARD MYB TU FORM 8007 CALTrtON'tiaS A SfiOlrrD 9fi BY AN ATIiORA`EY AND REVIEWED BY ATFORN6YS FOR SEI.F.ER AND "" t�t3 at?R at�+"1^CrNCi. 77M RWMYTURE,rnakic the Alldayor/N, 2023 between KOBER REALTY,LLC, a New York limited liability company, Laving an office,at 545 rAwtwood Drive,Cutchogue,NY 11935 party ofth first part,and MCSOLAS LOMBABDI and hKELLY LObISAXW16 husband and wife, residing at 33 Yale Street,Maplewood,NJ 07040 it'I77VPME7'fl,that the party of the first part,in cons on,of Ten Dollars and other Eawful consideration,lawltrl tnoney of the United States,paid by the party of the second part;does hereby grant and selaase uric the party of the second part,the heirs or successors and assigns ofthe party of the second part forever, ALL that oerWin plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in Cutchogue,Town of Southold,County of Suffolk and State of New York- SEE SCHEDULE`A'ATTACHED HEREWO AHD MADE A PART HEREOF Being the same premises described in deed dated 2/162012 and recorded 2J2=0I2 in Liber 1269S Page 528. TOGETHER with all righ,title and interest,if any,of this parry of the fist part in and to any streaft and roads abutting the above described premises to the center Tines thereof; T CxE77IZ"R with the appurtenances and all the estate and rights of the party of the fast part In and to said premises, TO MAVEAND TO HOLD the pretenses herein granted unto the parry of the second part,the}oaks-or successors and assigns of the party ofhere second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said promises have been encumbered in any way who ,except as aforesaid. AND the party of the first part,in oomplisom with Section M of the Lien Law,covenants that the parry of the first part will receive the conskTaration for this,a nce and will "rigbtto receive such consideration as a newt fund to be applied first for the pose ofpaying the cost oft"he hnprove new and will apply the same first to the payment ofthc coke ofth improvement before using any part,orthe total oftim same for any other purpose. The ward"party'shall be construed as Wit read"pardW whenever the sense of this indenture so requires. IN 9777VF.SS NWEREOP,the party of the first part has duly executed this deed the day and year first above written. KOBER REALTY,LLC By:Rarold ICaber Trust S KOBER,Trustee TH1X N SHEARIX, NYSSA �Real EzbM Fears en tom"t9M) CopyftbzCap-FP D-m%V-=wt a- First American Title Insurance Company . Title Number:NLT4W20-S-23 Page 1 SCHEEME A©ESCdbPTION ALL that certairy plat, piece or parcel of land,situate. tying and being in the Town of Southold,at Fleet's Neck. Courrtyy of Suffolk and State of New York,known and designated as Lot 24.as shown on a caWn wrap entitled'Map of Eastwood Estates,Section Two,situate at Freers Neck,'foam of SouftA Suffolk County.N.Y.' made by Otto W.Van Tuyl&San,Licensed Land Surveyors,owned and developed by the Estate of George H. Fleet,Cutchogue,N.Y.and filed in the otbce of the Cleric of the County of Suffolk on November 30,1964 as Map No.4210. BEGINNING al a point on the easteriy side of Holden Avenue distant 204.95 feet southerly from the end of a curve connecting the rfy°side of Hoiden Avenue and the southwesterly side of Eastwood Ll W, R tt,IGTHENCE'Nor#li ti6 d.-•._..._.03..,,,. . .w..._._ ri .. 109A0 THENCE North 39 degrees 43 minutes 30 seconds East 109.10 feet to the southerly side of Eastwood iXW THRICE along the southerly slate v(Seetwood Drive North 50 degrees 16 minutes 30 se=Ws West 20425 feet; THENCE aka the arc of a curve bearing to the left having a radlus of 21.40 feet and an arc length of 49.92 feet connecting the southerly side of Eastwood Drive and the easterly We of Hoiden A THENCE along the easterly side at Holden Avenue South 03 degreas 56 minutes 20 seconds East 204.95 feet to the point or•place of BEGINNING. 7. STATE OF NEW YORK ) COUNTY OF ) On the day of ,in the year 2023,before roe,the undersigned personally apPearcd Thomas hero Persona Ily%ovm to me or proved to me on the basis of aafisfikctory evidence to be the individual whose name is sabscn"bcd to the within instrument and acicnowiedjpd to me duet he executed the same in his capeciry,that by his signature on the instrument;the individual,or the person upon behalf of which the irxrivid®I sexed ad the instrument. ant —Notet RaymondA-F%ek Y PUbUQ 64sts of New York Ragts uftn HeL 01FL6127964 QwHftrd to lariat Gomay Coapotsaton 6epi�.Leaa 6,2025 STATE OF FLORIDA &-'/ �COUDTP /On� cut ,in the year 20 Kathleen S'brat r � to a un is Wally appeared �, liy Ncnowrrn to me or proved.to tno on the of Bury evidence to be the individual whose nags is subscribed to the within instrument and acknowledged tome ghat she executed the saute in bar capacity,that by her signature on the i , end,the individual.or tarebehalf of which the Zindivid,,d.iecutcd tbs irac ;mod such%tdavidmzl re almGY PUBLIC W DEED District 1000 rjtle Section 103AO Black 14.00 _ KOBER REALTY LLC Lot 013.000 County or Town S1IFFOLK To LOMBARDI Return ft Mall To: Thomas T Kneen,Esq_ 32645 Main Road,SultAe 3 Cutchogue,NY 11935 Reserve This S For Use Recording Ofnee NYSBA ResMmtW PIMI Vuzft t=oom an sr a- Page 3 ST-45346 PREMISES TO THE SOUTH KNOWN AS.- District:1000 Section:103.00 Block: 14.00 Lot:016.000 DEED#1: Grantor: Fred W.Kaelin Dated: 2/17/1978 Recorded: 2/24/1978 Uber. 8393 Grantee: Harold J.Kober and Patricia F.Kober,his wife Page:22 DEED K2: Grantor: Harold J.Kober and Patricia F.Kober,his wife Dated: W25/1991 Recorded: 12/11/1991 Liber: 11394 alep. Jon E.Shearin and Kathleen B.Shearin,his wife Page: 29 LAST DEED OF RECORD m : r awl .x 1 � n µ 01 '1' 64i'too' l hmi'l V.". =1401*1 =14- a , � # w `# ; . w roIL 7 " � o.. . Page 4 ST-45346 PREMISES TO THE EAST KNOWN AS: Disbict: 1000 Section:103.00 Block:14LOO Lot 014.000 DEED#1: Grantor. Janet Reeve Field, Dated: 7/11/1968 Madolin Fleet Barteau Recorded: 7/12/1968 and Kathryn Fleet Giber: 6380 Page: 594 Grantee: Henry Rienecker and Marilyn Rienecker DEED#2 V/m Grantor.Henry Rienecker and Marilyn Rienecker,his wife Dated: 12/5/20D6 Recorded: 1/22/2007 Grantee: Henry F.Rienecker and Marilyn A.Rienecker, fiber. 12488 As Trustees of the Henry F.Rienecker Page: 494 Revocable Trust dated 12/512006 with respect to a 50%interest and Marilyn A.Rienecker and Henry F.Rienecker, as Trustees of the Marilyn A.Rienecker Revocable Trust dated 12/5/2005 with respect to a 50%Interest LAST DEED OF RECORD w i { overrv . s .,.y „. Mt 40, WPM e wrx w' er ., n w ILA ..44 mw w AOL " ^ « v x Mr x w .. M"•w. •Mv w.m »S ^' n"'.. w ,x»' Trw.w�",.' a' .., ^mM 4wM'w•MA� 14 x ux v Nry 'Vw„'^ n Cr .« 4 o w M IP i..r.W C ry us J S x ^ x M n W u»• m,.,x.a.A , .m ✓ C ✓,. p K.,ww ,+ �.w rni� v ROL a°» k a OR' ..n, .. , + «x, N,..'pop, o- , Page 5 ST-45346 PREMISES TO THE WEST KNOWN AS: HOLDEN AVENUE Page 6 ST-4S346 Liability hereunder for.any damages hereunder is limited to$25,000.00.Such liability extends to an act which constitutes gross negligence by this Company In failing to report any properly recorded/filed Tien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser,lender,lessor/lessee,his attorney or his agent had no knowledge of any lien,encumbrance, or defect not shown for which said search has been made. ABSTRACTS,1 RATED BY: Thomas J.Turano President TJT: State of New York) County of Nassau )ss: On the 51'day of December,2024 before me personally came Thomas J.Turano to me known to be the individual who executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts,Incorporated. Andrew Turano NOTARY PUBLIC Notary PubK State of New York No.OITU64C4076 a Quatiiti+ d in Su n% rnty Commission Expires 10 202 8 a 8 0 e ti 6 a-i U Bottom El 11.87 u W W Q �n 5 d k'4�tl,••• ..�.... Concrete Lover r h9x, 'Ivraa B'Max Ca'amNr°., P iusq .fP'""',,. Min 4"Dla.P.pproved ` Pipe Pinchedll per Ft. ._ 0 5 - C9 0 & ] - N N N =O Leachmg 5ectiore w Collar ° Collar _ � UO ----------- 8 Mln.3' O 1--i 6'Min..Penetration High Seasonal Groina., 1�-1 0 A d"m�gr,"t P,S,Gh FIII Material To 6e Clean Sand'�orhA' �mww:, IrtSand mt�:rn'dAj LEACHING POOL DETAIL W scale:va°-r ca a� m -u N LD UPSIgr �I'CTi:SICJ 6iY!i. N u. W U Ca L1 U SCALE: (For Health Dept.Use) ©' Uf ',� _. 'T� _ ` `a ?.__°^'. -r "t,+�i.. �' ".�.-mot•.�.�. 2titi t °7t�? '.._4? ���"P.(''` f, FF 77000 ij OM DWG. NAME: „., ... 7/22/24 „ R 24 0775 ..W� DWG. NO,. cr)R ,A-m m i_i m Of:� Iwo 4 F_oP c), j1 ..µ...mm .... SYMBOL LEGEND C7 MONUMENI'END 0 MANHOL.E {b TEST HOLE 0 I.P./I.B.ENO 9A'A"-INLET ^ TREE * I.P./I.B.SET W"B"-INLET .Q SHRUB ,o A`SPOT ELEVARGNS 0 YARD INLET ■ BOLLARD 'Q, UTILITY POLE 0 YARD INLET .WETLAND FLAG GUY WIRE 50 ELECTRIC METER CANT.CANTILEVER --� UTRITY POLE:W/LIGHT UM GAS METER FE.FENCE LIGHT POLE R+T WATER METER MAS.MASONRY -o- SIGN X GAS VALVE PLAT,PLATFORM --0— PVC FENCE(PVC) rj WATER VALVE W.W.WINDOW WELL --a— STOCKADE.FENCE(STK) B/W BAY WINDOW -x-- CHAIN LINK FENCE(CLF)O/H OVERHANG C/E CELLAR ENTRANCE —yy WIRE FENCE R/0 ROOF OVER EE� qyj FIRE HYDRANT D.C.DEPRESSED CURB L_.1 A/C UNIT ® CROSS CUT G.O.L.GENERALLY ON LINE STAKE O/L ON LINE BEARINGS SHOWN HEREON ARE BASED T ON FILE MAP NO.4210 a w "'o. FM LOT 24 / TAX LOT 13 I 9 � 6 I I N86°03'40-E EGO 109.10' I _I I O I w I E„� I FM LOT 25 J \ TAX LOT 14 l ' 1 WORDED LOT \ 4 I I � I FM LOT 32 q TAX LOT f7 \ q I coFM LOT 26 �S�803745;17 _ 173.30' TAX LOT f6 EOC 1 1 I ` FM LOT 31 TAX LOT 16 GRAPHIC SCALE 30 0 15 30 I I GUARANTEED TO: LOT AREA TITLE NO. 563-S-15312 ABSTRACTS, INCORPORATED RESIDENTIAL& IN FEET 21,180f S.F. COMMERCIAL TITLE INSURANCE 1 inch = 30 ft. 0.49t AC. FIRST AMERICAN TITLE INSURANCE COMPANY SURVEY OF PROPERTY pFN��, LOT 32 SUALICE J.g MAP OF y EASTWOOD ESTATES land surveying SECTION 2 mjslandsurvey.com P:631-957-2400 FILE DATE: 11/30/1964 MAP NO. 4210 SITUATE AT FLEET NECH DR.:MC CREW.:JS SCALE: 1" = 30' TAX MAP NO. CUTCHOGUE, TOWN OF SOUTHOLD CANO DATE S 00000-017 00-14. .URVEYED:07/16/2021 JOB No.S21-2112 1000-103, SUFFOLK COUNTY, NEW YORK % . 420 HOLDEN AVENUE Drainage Calcs __.-- � ., e CUTCHOGUE NY 11935 Total Roof Area 2945 SF .�--°�'�s°`a "�'. � 1 " ? SCTM# 1 Runoff = 2 inches I�.._---'""k' 4" ;0: � y , � ra : f$', ^�"'4 « �'S 'f .. '•: p. n5, •,pia, ..&, " ,F, w e �,. e'$ „ Total Roof Runoff ` li, r �d,°„ . fx: < , , ..#a >` , p„a'' P Zts#" t"Z$° ,� ',,, 'e;' ... "y ';"-Y, "fT` `,` s , ':'.,tw'Y. .�'fk�&.a�°' �`c.,y'W`,`Yb"'" 1,�`,'.� �.: 2945 SF x .08 CF = 236 CF --!', _ �,:,;.' :fy' a 3 �, 1 J' �. ,q. b..e " "z :a _ �gq ', ,,yam a .&w d b "r a °• t ,,,k,, Ra'#3 Y •i,' .>,., .y.fY �`; ........._._._._._........... .-'---- _____.'._ / s ^ GI<. $" ,/ i e . �.£ ,1 :`As^`F°°`}xE e s H ayk., !. +''6 P .Y d" .i W >t - : •`"•., , "A �' ` :^ "face£•< :,�,: V.z'. �_ S.• '.P•' a. ''� �: '{` g. - Use 6 Diam Drywells �' , ^ ;B � , B , ,�,,� . ,�=;x � " "',*" ;A _ j rJ-,/'.r, ,,Po `' '. •S o> ay'. ,,,0,r��s'<, x sa. . �_�>^„e `,.°e,x_ `;`i z " ,. ''� `, 236/22.34 = 10.56 FT _ ,,A ;? d,•: ` , , -. . *,`r ,,�., �f , ;g north fork modern home ` a '` f Po ;, `, , K "., , b design•draft•build I Use 3 Pools Oft Deep �' �, x �,1° i ;£ ^' <; " ,:, ` ' ' ,',: . < ` �° t` ; r `„ � 'v., i �° ! 631-876-5319 I "„,�,.� �` , 'x -'>. s g, `r ,, , :. ' g�,. �: , < �. nofomoho.com huck hirsch 420 HOLDEN AVENUE STORMWATER PLAN �. a n. �, P;: ' E ,^ I r" k 1 C i ' t _ Scale: NTS ' ' :: • ' . r„ . '. :. ' ,: _ .... , ,, ,,. _ �. < `. n J` w .,: ` i S �'6� ,f $ �+ Y,,Y, w b . a%' k N'°a, W - .. ' t. . r ' Ak ' ° ,. .. - i' a 'sm 4, , of 'i<',.# "'#. #, `w 'me, .Y,x a Y. 4''0 , z <,r s o., a�n„ s• " Po ' °'. ' >" - "A CONTACT INFORMATI N < O » � ,. yy J' .u.. . d "u , 1 gg. a a . a y :.. „ s" a a max;'.. ;;,: } j`' %<Po `' , e „d' `1 �,a< I T e R301 , ob 5 t tC'I t Live Loads. s JIM BRODSKY OWNER Mlnlmum Unlforml DI5 bu ed i :' j Z 917 715-2215 �e } `"Fa es.. '3�Ft�, aA'b. RUCK HIRSCH OWNER 4 • tt 6 6 416 4096 " : .:> ( ) Pof IV AD DEAD LOAD ., => USE L E LO • ,, r .$` " v* a. .: %- ` `3. ,'^ art, r,k:,:'a4 „s>'-'a!• .. s, s �. u p, € m� NORTH FORK MODERN HOME DESIGNER 6 1 76- 1 .. r ;, �;p ,, ( 3 )8 539 3 >t d'� Decks Exterior a conies 40 sf 10 sf 3 f' �� ,� i °�' 'r LOU SCHWARTZ ENGINEER -4 4 p P ,S e,' a' ; " r' i s: ,'t - „' d I: '8 ( M,. .3' 6 " BU LDER/ TRA r I r . �f CON CTOR V hi e Ga a es � Passan e e c 1 � -�w't f O sf .,. 9 40 s 't = a* g ",�b P P F bit' , tyd, �,a'i 4 a• a A. :f , h ,l d .� C °dwV F i.`tz' °P, t 1 �'�' �.s',:. 'ems`:. i W�FI r5 i t TTI t l r xed S o f �� A CS Hab ob e o 30 s �' O s a: d. z• f ;. P �` ✓,F i _ �a rr a DRAFT :" ED:11l10/24 R I �':� pC EV SED: e�•�t 4 4 { } d p : k' g�q ��'i d1 § sb'•. r O s O ,b`"`T `n'`. with t to a e ' ATT CS ou S �"��'� `�� P P �:'cJ`. 9 R V „ ;,E f � E ISED:1l27/25 V B�!' RE ISED: '� VAu t . e�n s' � k �. rr is , �. t' . 'xa •� � R EVISED: 1 sf _' REVISED: 20 sf O :+. t :t` �, �a,:< with r e ATT GS S o a P P a l ,. ' ,F..bT-•e,.. L &' ' � (¢, "sue•. 1.'3 4� i'a' 40 sf 10 sf " RDOMS other than Slee in Rooms P P '" �: 3 30 sf 1 f ^ , 1.. 4 Sleeping Rooms p O ps „ 1 m n i > ' a '? p rJtalrS 40 Sf 10 5f « <t '� < " �' .°e .} .•3t` .�, . sf ,.,,3` „ Guards and Handrails 200 sf 10 sf 3 �F ;' 4 ',f 4"^: -il l' 1^ x :: ,, aw. Guards in-fill com onents 50 sf 10 sf "� ^_ -,s `�x. A m,_,, a Z 4t ,� -1: ::°?.yam -' .=` '. `, x" as e ,, „b: -a�- ," ,. " :. ' Fire escapes 40 psf 10 psf -'w ' a, : ✓ , ;';° � �, , ,,,, `,; , - ^ „ ,, '' -�, � ,`i a'., PROJECT OVERVIEW:DESIGN UNDER 3468 SO.FT.2-STORY HOUSE, � „,� vk , r ,s:,, ; " k;': "' ? r %E '' '`" r'; 4 BR,3 112 BATH,OPEN CONCEPT KITCHEN/DINING/LIVING,TV DEN, F :.::` "` =Ti -. -•., m°`° ,."1 e ;' *. .., ST FL PRIMARY BEDROOM SUITE,2ND FL GUEST SUITE,PLAYROOM, �. ... `' J r;_;�, , ' ,L',`� , :•,:;,•,p `; :" «, ;; ,,r,",'..,; - J,; : LAUNDRY PER FLOOR, UNFINISHED BASEMENT FOR MECHANICALS, ' " « ''.. "^�, ',t, :*p > - C S ACE, 1-CAR SIDE-LOADING GARAGE,DRIVEWAY a` ;,: REMAINING RAWL P re;.�� q, n'. ^i*',g3 .a .4 1.,w ,.,, 3�'m,_°yw:.•it,.,,,,�aFT Y' s :„St';'`,�'w,. m�` , ,e ^'c .:,:'� '�' ."'.`,x rs�"'` ...'::.,:" ;+fey ..a,...s< , t !Y ay "r :$.:< „ r' P' ?� . L IN OO GRA AMP x a,. ''a'' SS LE ST NE DE K r= •;�..:'«• =�:;:�� .;,„r` O C ,HOT TUB,OUTDOOR SHOWER- i �: ,K"- •'�t.. ., t -`al,:` ''. .e�Yw�;.: `'::..,,�:.ar> cr,<.:.oie%+ $&as„i,iva 44.=:., %rmn:J.rn'e.wtr't,ca 420 HOLDEN AVENUE LIVE LOADS �x _.w , „ ,`b; ;`" _ ,a r, ;#` Q.FT. TOTAL EXT SQ.FT. 1 B Scale: NTS '_ ; ' b ' , ` ` T,. R ;• A ``; . AREA INT.LIVABLE AREA S t k. , BASEMENT (UNFINISHED/CRAWL) NA �. `QV,-' r` ^ `'' " . -'i^k � <. E ,.«.1 , , 1ST FLOOR 1783 SO.FT 2479 SO.FT. "t ,x a; ..,,, %'` :f s 1 .p `".A:, 'i ., $; ,aa: s ,. n � 2ND FLOOR 771 SQ.FT 988 SQ.FT. ;p tr \ lr s b ` "t ,Y';,'_ :�1 L. ATTACHED GARAGE NA {INCLUDED IN 1ST FL) a' ," .>6, � -. , e, °a _ ,. '�,`stvw�,.�tr.�:a„a;:=we;;v�•+MS�-.�i„'>6�w. 4...m.,<".�.,> >°..'c�<„�c •z,: < ' _ mam, .'fit. . ' I, GENERAL NOTES / \ / \\ 6 42 0 HOLDEN AVENUE - PROPOSED 1.All work and equipment shall be in accordance with current residential building / \ nodes for New York State,County and Local Building Department requirements and / \ Scale: 1/8" = 1'0" regulations,including ail Utility Company requirements and all best trade practices. / \ 2.Prior to starting work,the Contractor(s)or the property owner(s)shall file all the / \ !documents required by the Local Building Department,pay all fees required by local / \ agencies,and obtain all required permits. / ° pia \ 3.Prior to construction,the Contractor(s)shall visit the site and verify ail dimensions / 45 I" 45° \ 14 27'-3" and existing conditions affecting the work.Any discrepancies which would alter or / ,�-' \ preclude satisfactory completion of the work described herein shall be reported / y,r \ -....I........\..... /------------------ - -- - .-- / to the Contractors or property owner(s.Do not start work or order materials until / ,,,•,' ,,_ \ - " ; p -� all such conditions have been examind and a course of action is mutally agreed / "+ \ p LL Z ro \--- - \ upon.Failure to notify the property owners)or the Contractors)of unsatisfactory / '� \ -1 LL conditions will be construed as acceptance of conditions to properly do the work. // \\ Z Q O 4.All work is to conform to the drawings and s ecifications herein of the design \.... P o �xx consultants)and the engineer(s)of record.Before changes of any kind are made, / _. \ U t~i a Q i the design consultants)and/or the engineers)of record must be notified in writing. / 1->'-^7�.W.•>. ®,'` \ Q " 1 I 5.The drawings herein are not to be scaled under any circumstances. b \ j ! -\- o p H 6.The Contractor(s)is to maintain a complete and up-to-date set of plans on the _. ..,_ F o o Q O u job site at all times. LL O O tyJ J r ;ie I i o o u O 7.The Contractor(s)is responsible for ascertaining and providing all prevailing I O g-�-Y' O I C'1 o cv�H procedures:including storage,dumpster and toilet facilities,protection of existing I ( m�w U`n(0 work to remain,access to work area,security of work area,hours of permitted work, „ •�•;" ( 'a` availability of water and electric power,and all other conditions and restrictions for ( ��1 "-�O Q v this particular location in order to execute the work in a careful and orderly manner [ . _ N 1-W 0 i " r n with the least disturbance to neighbors and the public community in general. : 1 63 Z 36-3 36-3 - - //�I Q rn ti.The Contractors)shall make the necessa arrangements for utilities and services s 1 \ // I 50' On O °�f7 temporarily disconnected while performing t e work as required. �1 1� �' - --- ---•, ---- -•-•�•""""�"u ,," : / I _ ; ', O -zi O-in 5.The Contractors)shall rovide all dimensions,plans and cutouts for other trades. /// 4 u O Z I i : ' 10.The Contractor(s)shall provide proper shoring and bracing for ail remaining v 0 p u A - structure prior to removal of existing structure. rl ! /// I N-rn Q� s -- 11.Plumbing,electrical,HVAC and similar work shall be performed by licensed /// I W 0 u-(O O< P,"O E persons who shall arrange for and obtain all required inspections.The Contractors) N / -cn W O �' shall be responsible for scheduling all other inspections as required. 420 H O L D E N AV E N U E - SKY PLANE / I I W 11 o CO Q~ �� Qj '� 12.The Contractors)is solely responsible for construction safety and shall hold the 1 A /// I O t7"~ i I * property owner(s),design consultant(s),and engineer(s)of record harmless from any n - r n ✓ U? t'- O 5t' litigation arising out of the failure to provide construction safety means and methods. Scale: 1 i16 - 1 -0 J I Z LL ° i , (,y ont actors)shall obta n all p p p p y 13 Th r i ermits and insurance to rotect the ro ert // I O co LL n lF ;j owner(sCthe design consultant{s),and the engineer s}of record. d ro p I I,_, .� /�' I o co W Z 1: F` r •� 14.The design consuitant(s)or engineer(s)of record are not responsible for the // I N'T ro c'r O N I �` 77006 �� supervision,inspection,or administration of this construction project.All compliance // . in _J LL : OA� �� ith F er I onsibi i -' // : .. x? pFE S14NP of the Contra So ts)and Local Zoning and Buiiding Codes shall be the resp i ty *° , '� sw:'° "" ^ ' " ws* +es" "'`°' �+• ""s"d *:° "r." r x //// -Q H W \ 27'-3" 15.Ail electncal and mechamcai co p vents to be de g d and peclfied y thers. .. " , f --....---.....................__.-......_........................................._........_..__.._........._......-........................._. } �, _ y ,a Q nOXO m o si ne s b o Ag , , �-a. '!'w'x '`e i$',i,- aTAa` "4�4 S q's�$ -,-,r W . g.: , .s.�,..,, _ate P� Po '.' i =e <w. .a ,::S'T`'. '..,, .e ,�'.g W ,, ePoE^'4 1,i! ».� 'i € ryy{i q ,�J, +,' $ �.t S,c YF f✓,°�'a� ,. ,.'N.Y'`'a�,. �Po`".,y,�A - 4� .tf .' �/� ,,. 's' `Y$• , � '`$ $?'.,x K , p 'a,,. ", , -._ } f 1, `�°+y ` 1C T r° ,.b'Y / T- E �a sk' s' .c`, a: t ^�,�`•Port `fi ,�< ,. ',,��;,,,, ��:.g'.,y�"' :,A ,,r-�. _ p r°^=�'•,-. �xs -�•„ ._ �z'r Brg .3,a, �? *�, e ..a " \Q �, -" B � a3>� j f } }+ u, ai ,,` j CONSTRUCTION NOTES £ a-a., / >' b• �" a �°", `sm i�' ,," '�� *"*Ae " �• I�IV , r r� 1.All footings shall rest on undistrubed soil at a minimum of 36"below grade, $ ,°`^ .� ` > pe r' 25-0 2.Poured concrete shall have a minimum PSI of 2800 at 28 da s unless noted. �J. :s�"° ,y= ' $ ;. I - 420 HOLDEN AVENUE PROPOSED 2ND FL SQ.FT. r •`` a <y $ r " d' hot\ ------- --'-------- Op 3.Pilings shall be installed to a depth bearing agreed upon by an enginee, r` ^g. r t - , • 1. j it `.fig` �• # '''' 1 ',• ,�, i '"'`"`Y',„ ill ,,° 50-0 a '� �� = r �� 4.Foundation designed for a soil bearing capacity of 2 TSF and grade less " P z ,r� 1 In Scale: 3/32 1 -0 P , ' « q:� ;. "r .� ` ° ' t' •' "_+ ( ' 6"• S •«' gar j 7 �, ,F \._ ,,. than 5%.All fill beneath concrete slabs to be compacted to 95%relative density. pppp • .- e'r..,,� " x l 't # a ote`` �' '' "� 5.Do not backfiil a ainst foundation wails until after floors stem is installed. g P . r + >• €' d A d' ,a' ti,r.Y, ,� "° z.rh, of ,,� I 9 Y , w II d eE' �`/• `u'•° ''a"..e,., t `» ',(', t bn ..; 4�,,, e i F.. ?w �Po,: ,p .w ..»} P Y _` '= a , 4.• ' •a •, - , b« , F deck M 6,Sill plates shall be treated wood,installed above 16 oz.copper termite shield. t �';,• ,,' 1;':,'„{,, t r- ; ,' { A, )',„a �r it 7.Unless otherwise noted,ail framin and structural wood com onents shall �, : I I ° ) ale r >.`.Y b` ? e I r 9 P j $« a' "f: , `, a.' °� < f a ( be#2 structural rade Dou las Fir or better. g 9 r<t # ,f , : ;f A: .f"" ''." ' =t y, + .;',°a ." :t '"n , j � dry 8.Afl framing techni ues and methods shall be as prescriptive design based on t s. q £' .. l r" a , ` ., -` .a } . . /? f, ,°$.., t ,,4 , .�,'i�, . .' ' s ", a i e AF&P Wood Frame Construction Manual for One and Two Famii Dwellings " • t 'a s ,•, t 4 z r ;ark#"',. r, e a Y' "a' «,; FCM or as specified in R 301.2.1.1. -, irk T " t; t'> .a l a J >s m /''N < ` I ___- - j Ali building envelope components shall comply with Chapter 6 of the Energy ` i f Ali ° 99f,,�"rt' `-« ` � ' '�"'� �4 I _ j Conservation Code of the State of New York. a,, m# d r y ,;� . y> , r ,1 >. ;,"..= � R....,41K4 - � t 't<` s' ,a a�+ 10.Fireblocking shall be provided in all wood frame construction in accordance j ( `' E .,. " t , 5 r ° °°` -t : ''1 ., e t; `=`? ,^i ,,."` '�_ t I with NYS Code R 602.8 to form an effective fire barrier at all level enetrations. i 's 1 ,,' `r ,..., •� Rz_ ' �,� ws"„is ba ° w.,,, 4:,.° .: i e ^,: c, r a k a - ( „ .'. ;, 11.Protective P 9 p g E� �,.#- „ � �' t. <a I t " s;;�; * f e� t ;e �-,�' ,° ;,I - panels shall be rovided for lazed o enin sin accordance with aI +' +j� 1 + '�',W-.1 �k % � g �."�, - f4z � - r- n I- n NY Y q �"`-` 27 3 47 3 S Code R 301.2.1.2 if the are re uired. �, fi x g'u t�+ `' z e" '' ```" ' L s• ;a- w ' ;, . - 15'-Q" 12.Provide flashing at all roof breaks,exterior doors,windows,skylights,etc- b< v e t;, B .' ..5 - - �t 9 ' P, a `.Po k •, ,.: ,« r 3 <�,, - .. .......... ... .... .. ...... .. .............................................................._..._......... ...... ............ ..._......... .._._ ........_._.........._.. 4k':,<; A. ,,.a.'p _ :. f v� -1 •yy a, pt,V, i' a'p s,, '�t :;a. .,. tb' ,..."*. .................................................._._..................................._.........._.._._.__._......._........ ---............ ! Y s. "r `k •' re= f - .# '� a�C. ,:<t s ` • �"`E<",=:...'<F'°f„,;^a; .e c - -----__ _.-.---- ..... ... ....... _ p_._ a.eS'', ' e �a ?: r ; .' � '>, - �{ 14.A"wi dootr headers to 2xtl unlesubi tea ktht rwtsall ° ", " c'a.'''®ate «' a, .. _._. ,A he ders 6 ft.intlen th a d over o be su(2)rte b do a suds, � y> .�,':,4.„i,? , iJ$�t';�.°' ; a1 1" € t � ,. , s a 4° `� ,Fr',c d Ezg>..," ' 3 d' house \ I ...._ "' ,-.: i? .`'"'» " v o` 'tl ; ' `z ` �� I headers 9 ft.in len th and over to be su orted b tri leyack studs. { F d L :` .:' .,a s .' r. r " . . . 2- 9 pP Y P 1 9 .. p '"'a" t:: a k, 46-5 1I2 15.Unless otherwise noted rovide double headers and trimmers at ail stair and •,x f t I 6 - 'a, ' K� :� . gg: . ,« ., .,.,, a: "e. ,. .-„"' n ,@`Ea e.,y',' r :,4 ,,°'Yk `FY9 YY#�,'¢ 9",L: Po !-- .. .-_.._ ._. ._... _.__.............._..........__ .-......... ... ..... ... ._. .__ ,,,_-,...,.-._,-,., I', .... -. ... __- \_ ,,,�," •� ,r ' yr ,° 'Pa` , r, ., t �:a .fitly�', I _ .. _ floor openings,Posts and parallel partitions. ., a° ,, r v ,z !Po », 16.zfi int 116or w I pa hitioandarbe t`yNpB fort lu bin6 wails s d awn.a �` ;4 ,, • ,,, ., ,., ; '•- t :,<, w.�,.s1,. ,P,. '.'_ I " •, 'Ax,m,,..".•° :. aa+° ,°.5e=t?�. O I• @ P 9 `�` 0 2 O C i s dG a .._.___.. .. .. ._ , ..n.. B i .r. t,, ,. a v s, 4 _ 4; a , ,«, a-- . , , 17,Ail portions of the new structure are designed to comply with local geographic *., • ;`` -•,�b :t ^t: "'"' ''" °�'s'i ` ^r ' , - `%«"4* and climate criteria ass ecified in the tab! 3t a � p e below. ,P x '+r.,t q,,," s' ,$ _3' r' 4 ,„•r Pa: 4 '0- -La 1 Cr_On`', __.__,_...._____m_."_....... Y J 99 < ,e ' a. .e a .� ! I t � " a e« f _q� " r q�y i P aR '� `;'. ::<s .. :��«yak rSa a 1. '�,C,.-- tea kt:"a$'' e.`L �sP ,,+d1a' ,C,`"°'R ! _ .. ^�" .....{..,... *R._� ,W $a. .$ �,�'h,>'spJ'�8a Af a#, '.t",: .F.. +$g.l. `+� 1 `; $= ., �. o< ' � a I %.: Ra� ro� x ap, - 't : "k* ai }. x as�a'" ,,;,,,t!N''w s.,. 1 / -t,- r n t, .�, f i;, .' ., a. "y'.•.�` f e<a� s; i'",+ a�,!'".fi<, <",'' . a.' e,'k`°r'°,�,'*a6` ti'�"r"` !<` �` °".`- path 29-0 _ ___ f .... `, „ ,. ;, =s r 1 .. .:.t, y y ., , as a .A " .,,. a d a°° tv5, `V cw. „,, .t .. ,. ..>::.`',,,, ;.,"r Le,;,.,,'"...',',.l;u_-.R.�a-.<v`r"iY'#'&,"fa" r°�'a::°t: : N. . ass. `gy m>sS a'x :;`d .< .«ww ,.. try .I.... ! , I I I co W _,__._ ,-, -,______ GEOGRAPHIC AND CLIMATE DESIGN CRITERIA Owe! �I M GROUND SNOW LOAD 20 PSI j � _i• „_ WIND SPEED 140 MPH _.,.,,,,,,.,, •., „ ,,, .- SEISMIC DESIGN CATEGORY B .. . - .. 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I 1� It-, I : * I : X, : z , 1� : ....!711 l-,.�, CLI t ,(j L l r- I ! ! : ; ?5 �W_1A ! i I 1,�,�_� 2 i ilr-A !,,,� A - ! i A �7 -06 ! i i i A, t jrr i ! SS1 Fwndatian Bolting Vii"l5c Its vilth ! : i z : z - " 14"pratr wil VI-I : � 420 HOLDEN AVENUE - PROPOSED FOUNDATION i i ., i i .. I �___-� 4"MimitouthDopth ! i 4 , - i !'*..... "'I llt,', I I 1 I i MUM, t . ,Mini - -1 � � ...I . -0" :�, . , Scale: 1/4" = 1' i : I . I ; ; ,of 2 Bolts I 5/8"Bolts with : i i i I i i t "'IN ! : t , I ! ;per Step Minimum r i t I , i /� 1/4"Plate Washers � i _.- �, I .T Z"t. l i ! : �:4"Minimum Depth i : perStrp : I t : i r I : : I : 7 4 : : . .; : ; I .,:.--�� I : i I I t - ! I r . -- W I-_- I . i ,, I t . I / : " --- � - i � , t i �� I I- __ : I " � " � - I . � . II : : ! 9"IlArlimmm : : � K : � 12'h1axbffvm � 1,. t I : ; to'and of plate : - i : i ............-.....�................. i T i 7 1 i I i i 9"Minimurn : : I : I l : . t :12"Maximum — �� t t :t to end of plate 1 t : . t iI........ .�..............................I....�......-........-........ ...............-........__........... -.......�....-........-....... I t...................................................; I I � I `, _�, .11 11 , " 420 HOLDEN AVENUE - ANCHOR BOLT DETAIL -1. � ., I - . 6A Scale: NTS I A- 101 I I ,at 2 W, I r !I-.. I I !it I t! I L., I �� II .--_ - I - -..�!.--_��....� r. _\�_ �_,I I1` _-::_ , I. � : I I : : I I ; r :t : I : I t t i I t t t . ,I E ,,---I J,' � , 11 � 11 (:DAS i ,P,r:.r,..,:--- ,, -,!�_ -� �,�__ �--(: )AS FOUNDATION (UNFINISHED BASEMENT) . 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 ---- CONTACT INFORMATION (2)2X8 HEADER (2) 1 3/4"X 9 1/2" LVL HEADER 27'-0" JIM BRODSKY,OWNER (917)715-2215 (CUSTOM WINDOW DETAIL,SEE A-103) HUCK HIRSCH,OWNER (646)416-4096 NORTH FORK MODERN HOME, DESIGNER (631)876-5319 _____________________________ __ - - -- - ---------_- -_� U SCHWARTZ, (2)2X8 HEADER (2)2X8 HEADER (2) 1 3/4"X 9 1/2" LVL HEADER (2) 1 3/4"X 5 1/2" LVL HEADER BOILDER/CONTRACTOREER TBD)839-4824 2'-8 1/4" 5'-1 1/4" 8'-9 1/2" 9'-6" 71 WITH 1" STEEL PLATE (2)2X8 HEADER DRAFTED: 11110/24 REVISED: � REVISED: 1/27/25 REVISED: ' REVISED: REVISED: H f - R 3'-9 1/4" 4'-9" 12'-10 3/4" 16'-4" 9'-0 1/2" SHOWER PANEL N 8' 8" �- 3/8"TEMPERED GLASS � ►` - - - E __ _ S ---------- - --------- KEY N 5'-4 1/2" 8,_2„ N -- - ff OD - i N —— —— _ HEADERS, ,_ n ,_ " _, , —— — — —- 7 g 1 $ 9 1/2" CEILING JOISTS @ 16' O.C. ti 2X8 CEILING JOISTS @ 16" O.C. -- -- -- —" GIRDERS,BEAMS (ENGINEERED TJI 230) M (REVERSE GABLE) M Oi BEDROOM 1 1 PANTRY f I i ,J BATHROOM 1 _ N Cfl i D O WINDOW/DOOR TAG o „ ' I VAULTED CEILING W 9'-5" � 16'-4 1/2" 6 3 1/4 3 7 3/4 3 8 3/4 (2) 1 3/4"X 11 7/8" LVL (ENTIRE GABLE) W m , I DROPPED HEADER Q _ I i _ _ W SMOKE/CO DETECTOR E]6-0" i CV N i _ ao CO �� W f ' X 12'-6" L � i f KITCHEN __ " NJ ' i O CO 10 3'-5" O1 POWDER ROOM �-- I ' ~ N C EO N 3,_7„ Z� °' 3'-7 3/4" 3'-8 3/4" 40'-2 3/4" 'c) '-7 1/4" --- N UTILITY CLOSET _ __ ' D WINDOWS and DOORS 7'-9„ 1,_8„ c) 1 -7 1'/4" - 1'-8" M7 BUILT-IN WINE RACK - �� 11 ' ' Andersen 400 R.O. 48 1/2"w x 48 1/2"h ��-11 3/4 3-6 " (see detail) f - M O P4040 U-FACTOR:0.27 M �i LAUNDRY ROOM i _ V-11 5/ " 1' 11 5/ ' picture window SHGC:0.34 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ f I _� WALK-IN CLOSET N O CV , „ , , ti i - CO O Andersen 400 R.O. 28 7/8"w x 48 1/2"h ti 3-7 T t M - N GREAT ROOM B IVCW14 U-FACTOR:0.28 00 00 - ; ; O _ N 6'-1" _' _ cM 00 M casement window SHGC:0.32 ' ' Andersen 400 R.O. 24 5/8"w x 28 7/8"h 9-5 ' ' ~ i cM N - N I © C125 U-FACTOR:0.29 M M W casement window SHGC:0.31 --- - L - -1 112" ; Andersen 400 R.O. 28 7/8"w x 72 3/8"h J ch 22-2 1/2" 1'-9 1/2" _ 6'-1" — D O CW16 U-FACTOR:0.29 s� _ , casement window SHGC:0.31 ------ - ------- --- - - 17'-8 1/4" - 2 1 3/4"X 11 7/8" LVL i Andersen 100 R.O. 96"w x 48"h (2)2X6 HEADER M ( DROPPED HEADER X (ALL INTERIOR DOORS U.N.O.) v Q 14'-9 3/4" iv W O glidiiOng window SHGC:0.31 0.30 W _ FOYER , , - m - , , „ , „ , „ O �� �� W O P6050 en 400 R.U-FACTOR: 3/8"h ' CO � � 5/8"TYPE X DRYWALL O X 18 r1 = (WALLS/CEILING) ° o O _ iN ; ' 5-4 3/4 2- 6-7 ' = picture window SHGC:0.34 CY) f CID X ' Andersen 400 R.O. 32"w x 60 3/8"h N m O O o N G CX15 U-FACTOR:0.28 GARAGE � � X � , ¢ ' DEN O , ~_ N U N i v casement window SHGC:0.32 OWE ' W - K - -__ __= Andersen 400 R.O. 41 3/8"w x 21"h O W W [21-9 (2)2X8 HEADER � i J W 114 7'-1 1/2" T-1 1/2" D O awning window SHGC:0.31 �_ �� 6'-5 3/8" W Z �_ �� '_ �� �_ �� Andersen 400 R.O. 28 7/8"w x 41 3/8"h _______ _ 11 0 1/2 c� W I- 6 2 1/2 3 2 3/4 8 1 7/8 = 6'-4 7/8" 6'-5" CV -- �Z = = d AL N U LO s;ooP, � � J casement window SHGC 0.16 0.30 �=s 5-7 O O M Andersen R.O. 24"w x 96 1/2"h I co 3_'-6 1/4" O custom(tempered) U-FACTOR:0.29 A B _ D _ e- t- D sidelight window SHGC:0.31 (2) 1 3/4"X 9 1/2" LVL HEADER REEB R.O. 31"w x s1 1/2" r 4'-2 1/4" 13'-10 1/4" _ r 3'-2 1/2" 11'-8" 3'-2 1/2" n 84"W X 24"d X 9"h © RF1 90-minute rating 9'-10" 3'-2 3/4" LEDGE SURROUND residential fire door self-closing hinges (2) 1 X 9 1/2" LVL HEADER (2) 1 3/4"X 9 1/2" LVL HEADER FLOATING 6"ABOVE FLOOR 22'-6" 19-�„ RESTING ON HIDDEN BASE Andersen E-Series R.O. 39"w x 96 1/2"h 60"w x 18"d x 6"h ® AFDI AL SP5 U-FACTOR:0.30 hinged door SHGC:0.26 NE Andersen E-Series R.O. 37"w x 96 1/2"h N' ® AFDI AR SP5 U-FACTOR:0.29 hinged door SHGC:0.31 Andersen420 HOLDEN AVENUE — PROPOSED 1ST FLOOR .� O ABPAT16080 ries U-F CTOR:029 961/2"n Scale: 1/4" = 1'-0" , gliding 77006 �� Clopay R.O. 108"w x 84"h A'Q�FESSIr% O 4015 7 overhead garage door NOTES SURROUNDING WALL 3'10 1/2"w x 108"h The following are all egress windows: 2'-0" © DW SINK t All dimensions indicated for wood framing, all center marks taken off wood framing.These dimensions are not the ultimate finished dimensions after drywall. 3 ; 3/4" MAPLE BOX 3 (2)2X4 FRAMING 24"w x 60"h _ Side-by-side window combinations (A/B, F/G), to be K .� mullioned in the factory, share a single wall opening " with one header. For combination A/B R.O. = 77"and : ,. , £. , BOX PLATFORM for combination F/G R.O. = 104" K o N 24"w x 15"d xLu 18"h 5/8" CDX plywood storm panels for all exterior glazing as windbourne debris protection throughout. 7A 420 HOLDEN AVENUE — KITCHEN LAYOUT Scale: 1/4" = 1'-0" 7B 420 HOLDEN AVENUE — WINE RACK DETAIL A- 1 02 Scale: 1/2" = 1'-0" 1ST FLOOR PLAN 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 CONTACT INFORMATION JIM BRODSKY,OWNER (917)715-2215 HUCK (FROM A-102,CUSTOM WINDOW DETAIL) �--------------------- --------------------------------------- , HIR CH,OWNER (646)416-4096 NORTH FORK MODERN HOME,DESIGNER (631)876-5319 LOU SCHWARTZ,ENGINEER (631)839-4824 BUILDER/CONTRACTOR TBD I i DRAFTED: 11/10/2 REVISED: REVISED:1/27/25 REVISED: REVISED: REVISED: 1 i KEY HEADERS, — —— —— —- GIRDERS,BEAMS of SHOWER PANEL (2) 1 Q 3/8"TEMPERED GLASS (2)2X8 HEADER 27'-0 3/4" 3/4"X 9 1/2" LVL HEADER O WINDOW/DOOR TAG w J J 13'-1 1/2 5'-10 3/4" 3'-2 3/4" 3'-10 1/8" SMOKE/CO DETECTOR N X B co _ 10'-1" 0� 6'-511 _..• .y.r W 51-211 : .., N co CY) w 10'-1 3/4" w ` Co > Q WINDOWS and DOORS LO N ° ° = BEDROOM 3 -' J N " . O It—3 i y` .� M X BEDROOM 4 v Andersen R.O. 48 1/2 w x 48 1/2 h * ..•wA N r. O picture window SHGCT0.34 0.27 ' V1 V2 V3 V4 co T M_ X Andersen R.O. 28 7/8"w x 48 1/2"h e Y I _ --•-b B 3'-6" e- zt © CW14 U-FACTOR:0.28 - co casement window SHGC:0.32 FS 47118- FS 471M FS 47118' FS 47 IV 1,—�„ � lo 2'-2 1/2" N O Andersen R.O. 41 3/8"w x 21"h FS 94314- FS 94314• 1 3'-5 1/2" 3'-5 1/2" v AN351 U-FACTOR:0.29 RG 98,14 RG 99,14 (2) 1 3/4" X 5 1/2" LVL HEADER 3'-2�� 2-4 1/2 3'-2" 3'-2" awning window SHGC:0.31 L __._._...�.._... --........._......_.._............................_. � -- ...._- _— � � WITH 1" STEEL PLATE ------ -- = � : N -,----- 11 N _ 3-2 FOLGING M 6-4 3/4 _ i I ATTIC C �I CY) CL SET O i I '� d O CLOSET - r- ,.,, ..a... .,.._, m . ..... . .. _ ._ ,_n..... �..„.� `' N - CV - -- _ N 2'-1 O - - esR.O. 8 96 1/2 h 6' 4" � L J , ' N ��; , Andersen E Seri R O 190 1/2" ABPAT16080 4 U FACTOR 0 CRAWL SPACE gliding doors SHGC:0.35 10'-4 1/2" 5'-411 7'-2 1/411 _ ACCESS DOOR N Andersen E-Series R.O. 190 1/2"w x 68 3/8"h 0 custom U-FACTOR:0.29 O picture window SHGC:0.31 0 2X8 CEILING JOISTS @ 16" O.C. ' M (ENTIRE GABLE) 22'-10 3/4" `�' S 0 PLAYROOM [ _ Z O ti [ co M N w w ❑ O - Q O CV # ' # r 1 I w IB = Q 1'-9�� �_911 1 1_811 v00 ' NOTES X O „ cV J N ERN N ..Z --- ----- The following are all egress windows: F S.190' - (V w J WJ[ILLAUNDRY E G J X Q L) O SET co 91-71' M 0 12'-5 3/4" NE ��� All dimensions indicated for wood framing, all center marks taken off wood framing. These dimensions are -9 BEDROOM 2 .;� not the finished dimensions after drywall. 9'-7" N 1 c� I ti CV -' 2 420 HOLDEN AVENUE - CUSTOM WINDOW DETAIL BATHROOM ItT N ��p�o77006�P�r�� Side-by-side window combinations (A/B), to be 7B Scale: 1/2" = V-0" SHOWER PANEL )/ 1 FESS10 mullioned in the factory, share a single wall opening 3/8"TEMPERED GLASS oo ; , `; with one header. For combination A/B R.O. = 77" 6-5 3/8 B "t3'-2 - A STAIRLUXE UN13123102 5'-711 4'-0" 8'-1 1/2" 4" 4'-10 3/8" drop-down, folding attic ladder 24.41"w x 32.29"d (2)2X8 HEADER H HEADER 27'-0" 5A8" CDX plywood storm panels for all exterior glazing as windbourne debris protection throughout. D20 HOLDEN AVENUE - PROPOSED 2ND FLOOR 4Cale: 1/4" = V-0" A- 1 03 2ND FLOOR PLAN 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 TYPICAL GABLE ROOF CONSTRUCTION SCTM# 1000-103.-14-17 GAF ASPHALT SHINGLES SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING MIN. 1" CLOSED CELL"HOT ROOF" 2x10 RAFTERS @ 16" O.C. 2X12 RIDGE BEAM CONTACT INFORMATION HHHHHHHHHH 2x12 LAYOVER VALLEY 2X12 RIDGE BEAM 2x10 RAFTERS @ 16"O.C. JIM BRODSKY,OWNER (917)715-2215 HUCK HIRSCH,OWNER (646)416-4096 NORTH FORK MODERN HOME,DESIGNER (631)876-5319 LOU SCHWARTZ,ENGINEER (631)839-4824 2x10 RAFTERS @ 16" O.C. BUILDER/CONTRACTOR TBD DRAFTED: 11110/24 REVISED: REVISED:1/27/25 REVISED: REVISED: REVISED: d@ ROOF WINDOWS o� VELUX X u O TGR 014 0000 ::. = residential sun tunnel VELUX R.O.21"w x 70 1/4"h 0 C12 deck-mounted fixed skylight U • O O Z0 o • .. M M s . O M NOTES -0-- VELUX Sun Tunnel spec sheet on page A-106. (V :, i. 2X12 RIDGE BEAM -91 2x10 RAFTERS @ 16"O.C. 13'-9" 13'-9" 13'-11" 14'-0" 19'-3 1/8" 27'-8" 420 HOLDEN AVENUE - PROPOSED ROOF Scale: 1/4" = 1'-0" 9 2X12 RIDGE BOARD V2"STEEL BOLTS SPACED 2"O.C. 1"STEEL ROD 2X10 RAFTERS @ 16"O.C. < 1/4"A36 STEEL PLATE 3116" V.2„ VELUX TGR 014 0000 (specs on page A-106) t _Collar Tie Connection Detail -- 1, "STEEL BOLTS SPACED 2"O.G. 2X12 LAYOVER VALLEY 2X12 RIDGE BOARD 1"STEEL ROD � 2X12 RIDGE BOARD Y � 114"A36 STEEL PLATE l/ 3116" DESIGNED ACCORDING TO ROOF PITCH Collar Tie Detail 2ND FL WALL PLATE 1 1/2"= 1'-0" 420 HOLDEN AVENUE - COLLAR TIE DETAIL 1" STEEL ROD COLLAR TIE 9B Scale: NTS 420 HOLDEN AVENUE - PROPOSED ROOF FRAMING DETAIL NE o 9A Scale: 1/4" = 1'-0" �u 1ST FL WALL PLATE 'fF�A 77006 � A- 1 04 SS1 ROOF 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 CONTACT INFORMATION JIM BRODSKY,OWNER (917)715-2215 HUCK HIRSCH,OWNER (646)416-4096 NORTH FORK MODERN HOME,DESIGNER (631)876-5319 LOU SCHWARTZ,ENGINEER (631)839-4824 BUILDER/CONTRACTOR TBD DRAFTED:11/10/24 REVISED: REVISED:1/27/25 REVISED: REVISED: REVISED: TYPICAL EXT. WALL CONSTRUCTION Ty �. 1X4 T&G FLUSH-JOINT CEDAR SIDING WINDOWS and DOORS L: SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING 2X6 STUDS 16 O.C. > @ Andersen R.O. 48 1/2"w x 48 1/2"h R-21 INSULATION` O P4040 U FACTOR:0.27 ✓` `., Y` picture window SHGC:0.34 Andersen /2 h 4. � ,. © CW14 U R.O.OFACTOR:"0 2848 c DO B A O casement window SHGC:0.32 " e Andersen R.O. 24 5/8"w x 28 7/8"h CV " a ', C125 U-FACTOR:0.29 . casement window SHGC:0.31 ' Andersen R.O. 28 7/8"w x 72 3/8"h OCW16 U-FACTOR:0.29 � ?� j _ - � ? '_ f• `, -.m casement window SHGC:0.31 D DD � D D ' ; ' Andersen 100 R.O. 96"w x 48"h O8040(XOX) U-FACTOR:0.30 s g gliding window SHGC:0.31 ya Andersen R.O. 72 3/8"w x 60 3/8"h GRADES .: . _w� ��• � <,� O ����,.,�,>,.<,a„.�,,, �.._,..<. ..., F GRADE F P6050 U-FACTOR:0.27 picture window SHGC:0.34 bx ' e � Andersen R.O. 32"w x 60 3/8"h © CX15 U-FACTOR:0.28 casement window SHGC:0.32 Andersen R.O. 41 3/8"w x 21"h OAN351 U-FACTOR:0.29 awning window SHGC:0.31 Andersen R.O. 28 7/8"w x 41 3/8"h OCW135 U-FACTOR:0.30 casement window SHGC:0.16 Andersen R.O. 24"w x 96 1/2"h Ocustom(tempered) U-FACTOR:0.29 sidelight window SHGC:0.31 Andersen E-Series R.O. 39"w x 96 1/2"h 420 HOLDEN AVENUE - PROPOSED WEST ELEVATION (:D420 HOLDEN AVENUE - PROPOSED SOUTH ELEVATION ® AFDIAd or SHGU-FAC: 30 hinged door SHGC:0.26 1 O Scale: 1/8" = 1'-0" Scale: 1/8" = 1�-0" Andersen E-Series R.O. 37"w x 96 1/2"h ® AFDI AR SP5 U-FACTOR:0.29 hinged door SHGC:0.31 Andersen E-Series R.O. 190 1/2"w x 96 1/2"h OABPAT 16080-4 U-FACTOR:0.29 gliding doors SHGC:0.31 Clopay R.O. 108"w x 84"h O4015 overhead garage door VELUX OTGR 014 0000 residential sun tunnel VELUX R.O.21"w x 70 1/4"h OC12 deck-mounted fixed skylight SIDING and ROOFING TYPICAL ROOF CONSTRUCTION GAF ASPHALT SHINGLES O 2.67"x 7/8"Corrogated Metal Panels SYNTHETIC UNDERLAYMENT Matte Black 5/8"AdvanTech SHEATHING F MIN. 1" CLOSED CELL"HOT ROOF" p,�;«��.v••,t O Legacy 1"X 6"Prefinished Cedar 2X10 RAFTERS @ 16" O.C. 2 Tongue and Groove,STK Grade < Cedar Tone Stain - R-40 INSULATIONd. ,�-,• TYPICAL EXT. WALL CONSTRUCTION a < i ;:e• H ` ' NOTES -;74 1X8 T&G FLUSH-JOINT CEDAR SIDING PAS , Q A�-: _ g SYNTHETIC UNDERLAYMENT >a< &�; A i s / dvanTech SHEATHING _� Finished rear deck height even with finished interior e 2X6 STUDS @ 16 O.C. 9 R-21 INSULATION ;. a= floor height for continuous walkout. Front stoop height 2" below finished interior floor, i.e., front stoop stairs s u are 1" less rise per step compared to rear deck steps. EPP 00 GRADE GRADE i . NE 420 HOLDEN AVENUE - PROPOSED NORTH ELEVATION 420 HOLDEN AVENUE - PROPOSED EAST ELEVATION 1 2 Scale: 1/8" = 1'-0" �3 Scale: 1/8" = 1'-0" * ° 77006 A- 1 05 p��FES51 ELEVATIONS 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 O B ©© +� SCTM# 1000-103.-14-17 o �� Y o e ©o O A TYPICAL ROOF CONSTRUCTION o o L CD © © © e ©B ru GAF ASPHALT SHINGLES � - - � g � -' SYNTHETIC UNDERLAYMENT r � m W O „E _ �m E xd� o =<"�«tea<a c m z LU 5/8"AdvanTechSHEATHING E O p °«�° co° Vic° p �.ac L ��o°'o $&o iY Q rn U O P�E� �o "� v'E �i ° E�E ?� "" ~ MIN. 1"CLOSED CELL"HOT ROOF" 2X10 RAFTERS @16" O.C. < � ^^,, O� E R-40INSULATION'. o- a §: v =v _. o c oo ra o CONTACT INFORMATION JIM BRODSKY,OWNER f ° ° Q HUCK HIRSCH OWNER 4]b v a 2X8 CEILING JOISTS @ 16" O.C. (917)715-2215 io :, =L a o 1/2" GWB (INSIDE ONLY) (646)416-4096 -? �, o ° ,.. v NORTH FORK MODERN HOME,DESIGNER (631)876-5319 2X10 RAFTERS @ 16" O.C. LOU SCHWARTZ,ENGINEER (631)839-4824 c ° -" C N BUILDER/CONTRACTOR TBD Jc�oo ,,,n•, V - E I I Na +_ mo oco DRAFTED:11/10/24 REVISED: TYPICAL EXT. WALL CONSTRUCTION REVISED: 1/27/25 REVISED: E - N f u n a REVISED: REVISED: � " �€ x° 1X8 T&G FLUSH-JOINT CEDAR SIDING SYNTHETIC UNDERLAYMENT TYPICAL INT. WALL CONSTRUCTION 2 16"O.C. °T 5/8 AdvanTech SHEATHING ' X S x -- �\ 2X6 STUDS @ 16 O.C. (2)2X6 TOP PLATE E �=o / 0 1 - INSULATION WITH 1/2" GWB BOTH SIDES � `1 R 21 INS p « _ C o E s s 1 1 N I \ _ NOTES E TYPICAL INT. WALL CONSTRUCTION ax „I o i 2X4 STUDS @ 16" O.C. t «a \ _ �'` o (2)2X4 TOP PLATE Interior vaulted ceiling finished height= 14'11" < 15'. � \ r... 1/2" GWB BOTH SIDES c rn t c .03 u _ 1 m - v s sw. W _ FLOOR CONSTRUCTION TYPICAL SUB � a 3/4"AdvanTech TONGUE AND GROOVE Z� ON 9 1/2"TJI-230 FLOOR JOISTS @ 12" O.C. aw w m Z� I. « 0 N a y o a E TYPICAL SUBFLOOR CONSTRUCTION %v N E - a E o%m a N 5/8"TYPE X DRYWALL o0 3/4"AdvanTech TONGUE AND GROOVE ° (WALLS/CEILING) a 0 bl0 _ - y b�FbZ J c = ON 9 1/2"TJI-230 FLOOR JOISTS @ 16" O.C. o o = 0°t.6Z o = O10 = >a�s K2 u v m o w o � n - _ R 30 INSULATION (THROUGHOUT) € '� o - - Q SELF-CLOSING GARAGE DOOR - ° c rn°un ° - - - Na p Q 90 MINUTES FIRE RATING C //�� j C O j ° Q r o E E >11 .E E - n- \ = PRESSURE-TREATED MUDSILL o 8 = E Q v _ N TERMITE L GASKET ° _ _ v O TE SHIELD/SILL T o h u " SIN a� o - E �. (ALL SIDES) my" °pao o E aci a Ll Ls E PN > =E _ ��/�/ 4"TH. P.C. SLAB 8"TH. P.C. FOUNDATION WALL 0 ° °E_ a N 6_ � c6 _ -N� ww �� 6x6 10/10 WELDED WIRE MESH AT 36" MIN. BELOW GRADE U UQ3 >U 30 MIL POLY VAPOR BARRIER ON COMPACTED FILL 12"x 16" P.C. CONTINUOUS FOOTING MIN. 36" BELOW GRADE I I I I 420 HOLDEN AVENUE - PROPOSED SECTION 14 I Scale: 1/4" = 1'-0" I TYPICAL ROOF CONSTRUCTION GAF ASPHALT SHINGLES SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING 2X8 CEILING JOISTS @ 16" O.C. MIN. 1" CLOSED CELL"HOT ROOF" 1/2" GWB (INSIDE ONLY) 2X10 RAFTERS @ 16" O.C. R-40 INSULATION I I 2X6 CEILING JOISTS @ 16" O.C. TYPICAL EXT. WALL CONSTRUCTION GWB (INS ONLY) 1/2" G (INSIDE 1X8 T&G FLUSH-JOINT CEDAR SIDING SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING 2X6 STUDS @ 16 O.C. R-21 INSULATION o �. � . . ap 1" STE EL ROD c� COLLAR TIE ,. «... TYPICAL SUBFLOOR CONSTRUCTION 3/4"AdvanTech TONGUE AND GROOVE ON 9 1/2"TJI-230 FLOOR JOISTS @ 12" O.C. ELI 0 TYPICAL INT. WALL CONSTRUCTION % o. _ o 2X4 STUDS @ 16" O.C. o o (2)2X4 TOP PLATE oo -I . 00 1/2" GWB BOTH SIDES • : a' _ :. : 2 B TH. P.C. SLAB 6x6 10/10 WELDED WIRE MESH 30 MIL POLY VAPOR BARRIER ON COMPACTED FILL CDT C TYPICALUBFLOOR CONSTRUCTION - _ 3/4"x 1 7/8" LV 3/4"A N TERMITE L GASKET 1/2"TJ .,Cl) PRESSURE TREATED MUDSILL (3) 1 1 L GIRDER Tech TONGUE AND GROOVE . O _TE SHIELD/SILL T C. ALL SIDES 8"TH. P.C. FOUNDATION WALL ( ) _ �. " O R-30 INSULATIONO(THROUG(THR JOISTS @ 16"OUGHOUT) AT 36" MIN. BELOW GRADE L " bo:. co Co " .. 8„TH. P.C. FOUNDATION WALL 4"TH. P.C. SLAB AT 36„ M • ' " N. BELOW GRADE - 6x6 10/10 WELDED WIRE MESH 30 MIL POLY VAPOR BARRIER ON COMPACTED FILL 12"x16" P.C• CONTINUOUS FOOTING MIN. 36" BELOW GRADE NE 77� 15 420 HOLDEN AVENUE - PROPOSED SECTION 6 � A- 1 06 Scale: 1/4" = 1'-0" �o 77oos '°�oFESS1 SECTION 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 aki t w� ., 1W s u 3 e t E x' .. ...4 x S< v ^ »'� 3 , b s pw pp wa , � a -, -'- r-rtdb .. :,. x"w ^°P f 3 F' i �•a°e, 5' ....... .. .. :,;�'" 3 '3 CONTACT INFORMATION .n's• ? 9' t° ay„. .,: ..."\"e,.: � +.N`°' `< ) 4 t�S = f ,� wea.5i0x^'� .6 .. d 3 � "xW°� x• s«:.,«�.- �e,. ±:,...,.. �tllavw� `8, �i t 3 t �' L = JIM BRODSKY OWNER 917 715-2215 s HUCK HIRSCH,OWNER 646 416-4096 e g w, ` � I ,f-` °� ,.-. ' ' •�_'" � ; '[� � � � � � � -- NORTH FORK MODERN HOME DESIGNER 631 87 - 1 'y s •�. LOU SCHWARTZ ENGINEER 1 -4 63 839 824 BUILDER/CONTRACTOR TBD DRAFTED: 11/10/24 REVISED: REVISED: 1/27/25 REVISED: F x I _ � t REVISED: REVISED: , °g� : s ) } 3 � ,' � P�'E` I :«,<'a+�.+Xg"'�� a �'w�m�.� p � > $ � �.w«...».a�ar` '°t>••,.,,.;xww. • .. r � of ? E r �� £ b � ¢ ,� :( % .� ,,,«. .mYa•atw+�'++m'..,«.._ i ; .€ � ii.. 4 �qq <` •',' 4 d, �a '� .E , i � � „awa,f^e."<"°e"."r°, arx».<e<..�*mm> , .Rg r 6.' � t ....7°:uur, €aw<w-,,.°...,tl t,>,m' o ° ,zj .• J,,•,� 'yam £ ('<• p w`+F", m°"+r.^ .3a.'a> m T . :'< > «..».. `® � � � yp ,..w °kww'raa`,:Ft''�"S'<:•. °.,w �°81 ^ t � ;, ,'.gyp _�� �1, : . KEY CONCRETE SLAB t [ m•a .� r} REBAR ' '� CMU WALL f' D{/ X J- 1 / " DEEP ,.-. A• � FOOTING DOUBLE WALL TUB 420 HOLDEN AVENUE - PROPOSED DECK 3D D1 Scale: 1/4" = 1'-0" `'n�_.� . d ..... .°. k �T NOTES SFC NOTES BFLOw Finished rear deck height even with finished interior 13'-10 7/8" floor height for continuous walkout. Front stoop height ®,T=c° C "; 2" below finished interior floor, i.e.,front stoop stairs '>n are 1" less rise per step compared to rear deck steps. • � \fit;tl��/ ;.fit' �. � :�Y:��...•''T aR� «l.e�. r� ........_... —.. ... .. ..... ... ... .. FRONT STOOP 0 i I r"f ttw,nu w.�sn•w NOTE ALL ELECTRICAL COMPOWN3/4"TH.TILE, 1/4"TH. MORTAR i _"'.___ `' -I, UL LISTED T6 kRE 6"TH. P.C. SLAB ON R.C.A. BACKFILL _- 1 ST FLOOR EXT.WALL I (ENTIRE DECK) 8"X 24" P.C. FOOTING _.___..i' 11 (ALL SIDES) I E I I j i © •t"wCryP TYPICAL OPERATING SYSTEM/ © I EQUIPMENT GROUP WITH O r rr "CLEARBLUE' IONIZER 47'-31' ELECTRICAL REOUIREMENTS: 240V IPH 60Hz AC I 5'-31 - 50 AMP GFCI DEDICATED ; p BREAKER REQUIRED. TAR INTERIOR CMU WALLS GARDEN M i` (ALL SIDES) o f Q - 11" 8"X 16" CMU WALL LO DECK (ALL SIDES) #6 REBAR TO TOP OF WALL @ 18" O.C. (ALL SIDES) � -- M ,,.� HOT TUB � , HOTTUB NOTF i yam' tE COMPONENTS ARE ALL ELECTRICAL 8 X 16 CMU WALL UL LISTED 4"TH. P.C. SLAB (ALL SIDES) . `•5 A^'w'Fs;Ch`,CAT C: 6X6 10/10 WELDED WIRE MESH NE ON COMPACTED FILL 12'-0 1 1 tr D.Q (DIAMETER 6"> HOT TUB,ALL SIDES) G; TYPICAL INSTALLATION J 3'-5" 43'-10" 8"X 24" P.C. FOOTING �" �j '` WITH IONIZER (ALL SIDES) C 77006 ESSIONP� 420 HOLDEN AVENUE - PROPOSED DECK PLAN 420 HOLDEN AVENUE - HOT TUB SPECS A- 1 07 D2 Scale: 114" = 1'-0" D3 Scale: NTS DECK / HOT TUB OUTDOOR SHOWER 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 I,iQ,QF_5 Q11EGI _E SCTM# 1000-103,14-17 Zone 1 Zone 2 Zane 3 Vail Sizes F•EI 1D 12,0 c. 4"O.C_ 3"O.C. Joint Description (common nails U.O.N.) Nail Spacing ROOF FRAMING ECGE 6"0.C. 4"O.C. 3'O.C. -- GIRDER AS SPECIFIED 1 Rafter to Top Plate(Toe-nailed) 3-$d per rafter A.L 2°EXTERIt?R F'i_Ya�a'OGO 1�1a'ALL SHEATH1t�G TO BE SEGI.'RED 4'dITH ED CONTACT INFORMATION Ceiling Joist to Top Plate(Toe-nailed) 3-Sd per joist CCV14110N NAILS-2 T 2'X 10 1JE"'GA..,P.4 RERN AS INDICA'ED ABOVE BLOCKING PER S Ceiling Joist to Parallel Rafter(Face-nailed) 3. 16d each lap • I MANUFACTURES SPEC. (1)CS18 METAL STRAP PER STUD w/(8)8D Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap FOR ADDL-IONAL'STRUCTURA,°-NAILING REQUIRE1,4ENtTS.FEFER TO JIM BRODSKY,OWNER (917)715 2215 ' JOIST AS SPECIFIED COMMON NAILS PER 12" Collar Tie to Rafter(Face-nailed) 2-8d per tie "FASTEN,NG SCHEDULE FOR STRUC'URAL:°E70BER37-NEW YC°r;K STATE HUCK HIRSCH,OWNER (646)416-4096 • END LENGTH Blocking to Rafter(Toe-nailed) 2-8d each end CODE BOOK. NORTH FORK MODERN HOME, DESIGNER (631)876-5319 METAL HANGER PER SCHWART (631)839-4824 MANUFACTURES SPEC. Rim Board to Rafter(End-nailed) 2-16d each end BUILDER/CONTRACTOR ENGINEER BUIRACTOR TBD WALL FRAMING DRAFTED: 11/10/24 REVISED: Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot O Simplified Roof Sheathing Nailin Schedule REVISED:1/27/25 REVISED: Typical Joist Hanger Top Plates at Intersections(Face-nailed) 4-16d joints-each side Not To Scale REVISED: REVISED: 1 Stud to Stud(Face-nailed) 2-16d 24"o.c. Not TO Scale Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud RAFTER 2-16d per 2x6 stud 2-16d per 2x8 stud CLI%IAT'C AN!'GCOWPHIC I)ES'Gti CRITERIA AS PCR NYS RCSI;?ENTIAL COGC R 3t1,2.1 (1)SIMPSON H2A STRAP PER . ,. -- ,_. -1..,.�.t.d�� �..<.�,.,. -. , —, , ,,_�� „_,_ ,_. , .�,, ,�> . 1 1 . .,, RAFTER w/(12)8d COMMON NAILS Bottom Plate to Floor Joist,Ba ndjoist,E ndjoist or Blocking 2- 16d per foot 12 , . i ICE EI'EwCCOER A ,tE'r" (Face-nailed) GPQIJtdO 5'1av'i:OAS SR 4C SEfc EC1 IPt Pt' 1 SE S11 C CE3 C"1 CATECIORY VtEA74RING FROST NE DEFTII TER`iTE 0ECA� 4"±VER DESIG't TL',t� OZARL REOUFE3 WALL PLATES r FLOOR FRAMING i STUD WALL ANCHOR BOLT 23 111 0 SEVERE 3t'iTm t,#ICq S10ki 4'O.C. (TYPICAL) Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d perjoist g 12"FROM CORNER 3 Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end 2 Rafter/Plate/Stud Connection Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block Not To Scale °•" Ledger Strip to Beam(Face-nailed) 3-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Fount')'tl ion Bolting Vi"Scltt with Band Joist to Joist(End-nailed) 3- 16d per joist °.r-"`Prate Wa%Merl Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d per foot ROOF SHEATHING M.i T,t srlrrur+ i of 2 Suits WALL STUD Header 8L Post Tie Downs Structural Panels 8d SEE NAILING SCHEDULE p rStrF 7 Not To Scale Diagonal Board Sheathing d d 1"x 6"or 1"x 8" 2-8d per support "`�' ,�6�•;� ITT 1 Z DTT1 Z -- 750 1 b.Assembly C 1"x 10"or wider 3-8d per support t — trt ."< & ce - " _- t FLOOR JOIST -° __� . .-• r .::.,.� .,..-,..._., ..L �.._ ....... ......... F"Ih Wt•,.'4 Wall S 'hlr� CEILING SHEATHING " j e, '1 »1 tk t r s,t tTTt2 t r t r to L 4'C ' a• a c°ft�<t x5 3 Gypsum Wallboard 5d 7"edge/10"field } € 3< •° I tfm? 1 to t tkv s•nt;x 12'Klaxi�nvm WALL SHEATHING trN ¢ardes €min 1 i • k toel -ren WALL STUD E a;sC' Structural Panels 8d (see table 3.9) 3 r-. a € ' I Sua `s f Tr h"�" , s t into th.wTfi fz wv (1)CS18 METAL Fiberboard Panels g ..- �.•..... -.__...� _._.. STRAP PER STUD 7/16" 6d 3"edge/6"field 0 12 C t!lon 2-"Ton o/Wit!'F!!*p Nqt w/(8)8D COMMON Align with Bottoir of Deck Jo4s# 25/32" 8d 3"edge 16"field t1�rie"t�v—dri e NAILS PER END j SnO-ring scrrra The 2015 IrIC cWA exwim a WA4o"W Gypsum Wallboard 5d 7"edge/10"field Hcwr, Lt2 Hardboard 8d (see table 3.9) ; . ._ a: +�r n t ¢: t• ?>y? e t tf ry 1 �•",t fro F�rOr�r:It �`-E#i,., �.e ft?• : t rp:t Stud Straps Second Floor Box Particleboard Panels 8d (see table 3.9) 17R Fire Resistance L1,5cr r,Prrl=°`II' + not cts,I:PnIs .€ tl ar of a 2x . _ p � I «°°i Ctta qg €C'P�BZ�fcl CIS. alfl s�. IrD 1 S4 t�tp C1ri�a Sly"If9 7arrlj = tiex t{"C SCr t T i t7 to txs tr t� f�+? y s s 3 — (1)CS18 METAL Diagonal Board Sheathing _......._,_..._ Not To Scale �f.. t of ft STRAP PER STUD V x 6"or 1"x 8" 2-8d per support _. .., ._.._w._.....W_ __� __.__, r^.°:- „-,_» ..,-6..wl.wb.1 e w/(8)8D COMMON 1"NAILS 10"or wider 3-8d per support Interior 4 111 NAILS PER END 1 FLOOR: SHEATHING Structural Panels CARRIAGE BOLTS 1"or less 8d 6"edge/12"field • greater than 1" 10d 6"edge/6"field „••__�c ,_ (2)2X GIRDER ANCHOR BOLTS Diagonal Board Sheathing _,..._.•IAATLktRL _.____'.,,.,,,„ 1111E " 1c1lowl— — "x 6"or 1"x 8" 2-8d per support - 4ype GYjr;�.Ir1 80;rr� _ _• 41' 'l 1"x 10"or wider 3-8d Wood SEU+;(T 6"ox) ;__._,.._. _....._2C WOOD POST per support 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is i Tr+ldlit R Dr.l11g . Fr, SHEATHING •• POST ANCHOR nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural NOTE: SIDING members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load THIS DETAIL ISAP APPLICABLE MASONRY WALL p WHERE FLOOR JOISTS ARE FLASHING FOR path. PARALLEL TO DECK JOISTS. WATER TIGHTNESS : ``• 2 When wall sheathing is continuous over connected members ,the tabulated number of nails shall be i CONCRETE PIER permitted to be reduced to 1 - 16d nail per foot. DECKING 3 2 3 s 2 3 i APPROVED JOIST HANGERS ' I 2"MIN. 2x LEDGER WITH FASTENERS Deck Railing/Post Anchor } IN ACCORDANCE WITH TABLER507.2 4 Not To Scale 8 First Floor & Sill Anchors HOLD-DOWN DEVICE MIN 750L6.CAPACITY Not Floor FLOOR JOISTS AT LOCATIONS,EVENLY DISTROUTED ALONG DECK AND ONE WITHIN 24'OF EACH 2 1 2 2 1 2 END OF THE LEDGER.HOLD-DOWN DEVICES CS1$METAL s SHALL FULLY ENGAGE DECK JOIST PER -- STRAPS w/(8)8D I HOLD-DOWN MANUFACTURER. COMMON NAILS € A FULLY THREADED 31e DIAMETER LAG PER 12"END t SCREW PREDRILLED W/MIN,X PENETRATION t TO CENTER OF TOP PLATE,STUDS,OR HEADER. 3 I 2 3 3 2 3 fix SI:I inch s 25,4 mm. BLOCKING 4"VENT THRU ROOF FIGURE R'1d37.2.11(2) Cri`+'e.P,ci P.an, C to 45 d rcer PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS RIDGE BEAM ROOF Rafter Straps �- 2 5 Not To Scale , BEDROOM 2 � �� HALL BATHROOM WOOD BEAM r LAUNDRY 1 11i2^ _—— " 1 1 1/2" _ e r 1 1/2" 1 1/2 1 /2 1 1/2 /2" 2 1 t 2 FLOORS 1 1/2" LAV LAV 1 LAV 2 1 STEEL PLATE I I W.C. WASHER W.C. STEEL COLUMN Tue 2ND FLOOR STAGGERFASTENERS SHOWER �- .� __... IN 2 ROWS 2 3 1 112' 2 1 1l7 1 112' 3' 1 112' 3 2 i 3 5,6"MIN,FOR 2 X 8^ "DISTANCE SHALL BE PERMITTED TO 5"AA 63^MIN,FOR 2 x 40 BE REDUCED TO 4.5-IF LAG SCREWS 0 0 0 71'MIN.FOR 2 x 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 KITCHEN „ 2•MIN• "�-'- BAND JOISTS. x 6 LEDGERS To 2 x 8 ---- PRIMARY BEDROOM _ 3 WASTE LINE IAG SCREW ORBOLT 31CMIN. STEEL COLUMN _____ ____ f—— SLOPE: 1/4" PER FT. R"OE SIC f LEDGER 1/2 BATH ___ _ I 2o!t t 1 +�rin 2 ��+++�3 For Si:I inch=25.4 mm. LAUNDRY _ 11/2^ _ [ ° STEEL PLATE __ r—_ __1 10 1 vz" r' 1 2 11/2" I 1 112^ 1 11/2" __ PLACEMENT OF LAFIGURE SCR WS A D BOLTS IN LEDGERS UT 1 1/2" 1 1/2" I � OUTDOOR 1•i �� PIE:.0 12'O.C. 4"CD.0 3'0 C_ i i I LAV 1 LAV 2 LAV BAR SINK SINK 1.1 1 1 I nCE w 6"O'C' 4"O.C. 31O.C.I2" 1 1/2" a W.C. WASHER Dn °�' I I i 1 • CONCRETE PIER I w.c. n/ I SHOWER SHOWER 11"^" 11 '.e 1ST FLOOR A.L � fvY.''ER!OI',P0'1N`OGD V°1ALL SHEATH INC TO BE SECIJPE'J4':4`€H 8D NE 2" 3" CC'"^'R'ON NA€LS-2`12"X 1C lI GA.,aA,'LR•4 AS I�,DICA-ED ABCVE J A e.°• d 2' 3' 1 12' 1 12' 2. 2. C.O. POP A:)O"NONAL cTRUCTURA°_'•NAILING REGU'P %IENTS,FEFER TO "FASTEN N G SCHEDULE FOR STPLC•"URAL k'Eh1g�RS%NEW YCPK STATE CODE BOOK. tee r Of Porch Beam/Column Anchor ...CONNECT TO APPROVED SANITARY SYSTEM 4" MAIN WASTE LINE DRY WELL ; 6 Not To Scale SLOPE: 1/4" PER FT. Simplified Roof Sheathing Nailing Schedule se 7700s Net To Scab p'��FESSlO�P� 16 420 HOLDEN AVENUE - PLUMBING RISER DIAGRAM - 108 A Scale: 1/4" = 1'-0" DIAGRAMS 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 CONTACT INFORMATION MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER JIM BRODSKY,OWNER (917)715-2215 CONTINUADHESIVOUS BEAD OF (631)876-5319 INTERIOR 30#BLDG FELT HUCK HIRSCH,OWNER CONDITIONE NORTH FORK MODERN HOME,DESIGNER D SPACE 1/2"CDX PLYWOOD SHEATHIN LOU SCHWARTZ,ENGINEER 631 839-4824 CONTINUOUS BEAD OF ROOM ABOVE GARA E ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). BUILDER/CONTRACTOR TBD) SEALANT MIN. 1"CLEAR SPACE FOR VENTING OF INSULATION CAVITY R-30 BATT INSULATION DRAFTED:11/10/24 REVISED: INSULATI C ITY SU 10 CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) — — — — — — — REVISED:1/27/25 REVISED: CONTINUOUS BEAD OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD.(4)8d COMMON NAILS IN i REVISED: REVISED: EALANT EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED WOOD FRAME F OR ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD Of SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED SEALANT WOOD FRAME LOOR 2-2"x4"TOP PLAT ASSEMBLY I OR GASKETED TO TOP PLATE INSULATED D 1 1/2" RIGID INSULATION FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS)-AS PER CODE. BOARD CONTINUOUS BEAD OF WALL TYVEK OR EQUAL VAPOR ARRIER SEALANT 1/2"EXTERIOR PLYWOOD SHEATHING CLADDING SAME FOR FLOOR ABOVE —� GARAGE TAPED OR SEALED JOINTS AN INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1"RIGID INSULATION R-5 NOTES 2"x4"WALL STUDS @16"O.C. R-15 BATT INULATIO AIRSEALING @ UPPER EXTERIOR SHEATHING CAULKED,GLUED OR AIR SEALING @UPPER 2"x4"BASE PLATE j GASKETED TO BOTTOM PLATE CONTINUOUS BEAD OF FLOOR RIM JOIST 1 1/4"X 20 GAGE STEEL STRAP(4)8d COMMON NAILS IN EACH END AS PER FINISHED FL 77 SEALANT TYPICAL FLOOR CONSTRUCTION: TABLE 3.38 OF WOOD FRAME CONSTRUCTION MANUAL FLOOR RIM JOIST 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO CONTINUOUS BEAD OF FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE CONTINUOUS MINIMAL SIMPSON LTP4 @ 16"O.C.FROM RIM JOIST TO PLATE.TO EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, WINDOW PERIMETER 2-2"x4"TOP GLUED OR GASKETED TO TOP PLATE TAPED OR SEALANT OVER JOINT IN WINDOW UNIT AS AIR FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING _ BARRIER AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH CONTINUOUS MINIMAL (4)8d COMMON NAILS AT STUD AND(4)8d COMMON NAILS AT RIM JOIST AND SILL FOR A I TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. WOOD FRAMING PER CONTINUOUS BEAD OF MANUFACTURERS SEALANT MANUFACTURED RECESSED REQUIREMENTS LIGHT ENCLOSURE 2"x4"BASE EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED SIMPSON LTP4Z @ 16"O.C.FROM RIM JOIST TW_ O SILL.TO TO BOTTOM PLATE SPECIFIED ATTIC INSULATION BE FASTENED AS PER SIMPSONS RECOMENDATIONS. TYPICAL FLOOR CONSTRUCTION: (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION ADHESIVE CONTINUOUS BEAD OF (2)2"x6".25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO SEALANT CONCRETE FOUNDATION WALL W/5/8"DIA. HOT DIPPED GALVANIZED ANCH _ _ _ _ _ _ _ _ BOLTS WITH 3"SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C.MINIMUM 7"EMBEDMENT(NOT MORE THAN 1 2"EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, 4FIXT *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER DRYWALL EXPANDING FOAM SEALANT 1 Z�� ON STUD, RAFTER FACE ETC. SILL GASKET INSULATED CEILING +EXTERIOR STUD CONTINUOUS BEAD OF C PERIMETER TYPICAL FOR ALL LOCATIONS. WALL SEALANT RECESSED LIG CONTINUOUS BEAD OF CONTINUOUS SEAL SEALER, SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) #5 REINFORCING RODS TOP AND BOTTOM. INSTALL INTERIOR FULL WIDTH OF MUDSILL SHEATHING PRIOR TO 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10 POLY VAPOR BARRIER W.W.M.OVER 6 MIL. INSTALLATION OF PRE- FOUNDATION WALL AS AIR SEALING @ ATTIC 1/2"EXPANSION JOINT FILLE FAB FIREPLACE UNIT AIR BARRIER CONCRETE SLAB AS AIR RECESSED LIGHTING x DEEP CONCRETE FOOTING W/KEY AY WAY PREFAB FIREPLACE BARTER AND (3)#5 STEEL REINFORCING RODS. — — UNIT UNDISTURBED SOIL • NOTE: SHADED COMPONANTS DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL RETARDER SYSTEM. AIR SEALING @ SPECIFIED ATTIC INSULATION SCALE: 3/4"=1'-0" EXTERIOR WALL /_ 1 1/2" RIGID INSULATION FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF ACCESS PANEL SEALANT TRIM OVERHANG 1/2" TNT CONTINUOUS SEAL SEALER, OPENING TO SUPPORT PANEL ACCESS PANEL TO FIT TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH AIR SEALING @ PRE-FAB FIREPLACE PLATFORM PLUMBING EXPANDED FOA PIPING CONTINUOUS F BEAD TOP PLATES A SEALANT SEALANT TOP PLATES NE v� EXPANDED r ; FOAM EXPANDED PROVIDE BLOCKI G A S rUD SEALANT FOAM CAVITY ALL SID , C= SEALANT TUB UNIT ,o 6 PLUMBING CONTINUOUS 'Q�FESSIONP BEAD OF THIN-PROFILE WALL PIPING ELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD D 0 T SEALANT WALL STUDS WINDOW IN RIME R OD ME OR SEMB kA CONTINUOUS BEAD OF SEALANT AIR SEALING @ TOP PLATE AIR SEALING @ PLATE PLUMBING PENETRATION ELECTRICAL PENETRATION AIR SEALING BEHIND TUB A- 1 09 AIR INFILTRATION 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103.-14-17 I \ \ ------- ------- \\ CONTACT INFORMATION I \ I I ( \ JIM BRODSKY,OWNER I I I HUCK HIRSCH,OWNER (646)416-4096 I TI (631)87676)/ I \ NORTH FORK MODERN HOME,DESIGNER ( -53- 15 3119 I I // I \ LOU SCHWARTZ,ENGINEER (631)839-4824 10 I \ BUILDER/CONTRACTOR TBD DRAFTED: 11/10/24 REVISED: I I I I REVISED: 1/27/25 REVISED: I \ I I \ REVISED: REVISED: I \® I OP-DOWN KEY ATTIC LADDER I I \ L--J \\ O RECESSED 3"CAN T � \ CEILING FIXTURE /——————————— SCONCE\ \ SCONCE / \ o� SWITCHPLATE \ DIMMER SWITCH I I \ -------------o-- ---------- \ ----- SWITCH CIRCUIT IF 1 11 1 BATHROOM FAN WALL OUTLET I � / EAR / \\ \ SMOKE/CO DETECTOR / OAUTOMATIC CLOSET LIGHT I I \ HOT TUB HEAT DETECTOR I I — I I b------------ b \ \ \ \ \\ NOTES 18 420 HOLDEN AVENUE - 2ND FLOOR ELECTRIC \ Scale: 1/4" = 1'-0" \ Akk ❑ /� �� �\ ---------------q ---------------- I -------------e--------- \ \\ I I Lu , � I I I I I a� I \ \ b-----------------� a I \ �¢ I I ❑ 0 / I I I �} I w \ / \ Eo offm \ ❑ I / \ i �1' I / \ \ c�-------�---\ ---�--- —� PRYER WASHER \ I —————————— ————————————————_ \\ ,--------------------- / I I \ ; -------------- I I \ I GARAGE / I I I ® \ 11 I I I \ I OPEGNEk ' I I \ I I I \ I \ \ -----------------� I \ I I I --------------\---- \-- I o---------- NE 0 420 HOLDEN AVENUE - 1ST FLOOR ELECTRIC F 776 ��� A- 1 10 17 Scale: 1/4" = 1'-0" �p'�OFESSIO�P� ELECTRIC PLAN 420 HOLDEN AVENUE CUTCHOGUE, NY 11935 Rev.5 SCTM# 1000-103,14-17 FLARE Double Corner- Wood Framing FLARE Appliance Location High FIREPLACES FIREPLACES Fireplace Dimensions Clearances below are to non-combustible materials. CONTACT INFORMATION B c --------------------- JIM BRODSKY,OWNER (917)715-2215 HUCK HIRSCH,OWNER (646)416-4096 NORTH FORK MODERN HOME,DESIGNER (631)876-5319 LOU SCHWARTZ,ENGINEER (631)839-4824 [ 1 L 2' c-� BUILDER/CONTRACTOR TBID E uo 51 LO 10 DRAFTED: 11110/24 REVISED: r-loo L, M,o� = REVISED: 1/27/25 REVISED: o 0 REVISED: REVISED:1 10 LO cy, C0 qD U [4'1 ® - 102 0 Lr) NOTES CY) A co CD Chimney Installation Horizontal Termination Vertical Termination For 5x8 vent pipe termination create a For 5x8 vent pipe termination create a I 0"x 12"opening 1 0"x 10"opening Telescopic leg ranges 12" from bottom of glass):10"-19" 101, 305 mm LARE 254 mm ud-To-Stud Wood Framin g 1� Model 30 45 50 60 70 80 100 1 DOI St i FIREPLACES . A IN 309/16 439/16 504/16 602/16 69 15/16 829/16 998/16 MM 776 1106 1276 1527 1776 2097 2527 IN 307/16 437116 502/16 59 15/16 69 13/16 826/16 995/16 B Wood stud Wth Non- MM 773 1103 1273 1522 1773 2092 2522 - �-1 4 Combustible Back Wall Il- - -- — - :: E IN 181/16 181/16 181/16 181/16 181/16 181/16 181/16 z and metal header T- C MM 458 458 458 458 458 458 458 C4 IN 179/16 179/16 179/16 179116 179/16 179/16 179/16 D Non-combustib le 101, IN 46 46 5x8 5x8 5x8 5x8 5x8 E 254 mm MM 101xl52 l0lx]52 127x2O3 127x2O3 12703 12703 l27x203 Steel Studs 420 HOLDEN AVENUE FIREPLACE (DIMENSIONS 420 HOLDEN AVENUE FIREPLACE (LOCATION DETAIL) 7C Y 7 D Scale: NTS Scale: NTS Non-combustible NOTE:Dimension"Y"assumes the fireplace legs are set to the default height of 4",placing the glass opening at 10"above the floor.This'Y"dimension can change based on where your client wants their viewing window. *All framing and finishing must be secured to your proJects back wall,ceiling or floor and must never bear weight on the fireplace in any circumstance.For more information reference theInstallatioanual. FLARE !],IV LARE 4, Flat vs Recessed Installation z Materials and Clearances Model X y Flat Installation Recess Installation(4") FIREPLACES 1 FIREPLACES IN 30 9/16 583/8 20 9/16 24 9/16 30 MM 776 1482 522 623 Flat Installation Recessed Installation 45 IN 439/16 583/8 209/16 249/16 MM 1106 1482 522 623 HEAT RELEASE 50 IN 504/16 583/8 209/16 249/16 r*REQUIRED ON EVERY INSTALL MM 1276 1482 522 623 60 IN 602/16 583/8 209/16 249/16 MM 1527 1482 522 623 IN 69 15/16 583/8 209/16 249/16 70 MM 1776 1482 522 623 80 IN 829/16 583/8 209/16 249/16 MM 2097 1 1482 1 522 1 623 IN 99 8/16 1 583/8 1 20 9/16 1 24 9/16 100 MM 2527 1 1482 1 522 1 623 1"MINIMUM FROM PIPE TO ISTMETALSTUD NON-COMBUSTIBLE FLAT-FACED TO BACK WALL ALLOW AIRFLO W 76 420 HOLDEN AVENUE FIREPLACE (FRAMING DETAIL 7 F 12"CLEARANCE FROM 3"MINIMUM TO Scale: NTS BASE OF TV TO TOP OF COVERED WOOD \1 12"clearance from stud 0-4"Recommended, 8"Max GLASS OPENING. FRAMING Heat Release and Air Intake COMBUSTIBLE MATERIAL 2"MINIMUM TO AIR INTAKE NON-COMBUSTIBLE *COOL GLASS BACK WALL NON-COMBUSTIBLE MATERIAL OR r BLOWER KIT ONLY Required Heat Release Open Air-Flow Minirnum Top Shadow Line 18"NON-COMBUSTIBLE METAL FRAMING ONLY ZONE F 80"and 100" Fireplaces-200 square inches minimum. 60"and 7(Y' Fireplaces-140 square inches minimum. Wood Framing Clearances and Materials Example i 3(Y',45", 59' Fireplaces-100 square inches minimum. Y2 min. *Any combustible material found within the Required Air Intake Open Air-Flow Minimum fireplace cavity must be 80"and 100" Fireplaces-100 square inches minimum. 0 CO V) covered with a minimum 60"and 79' Fireplaces-70 square inches minimum. 2 Y2 -0 0 V '/2" thick non-combustible 30",45",50" Fireplaces-50 square inchesminimum. 03: (*31oK,PrKii' andCoo,'Gloss) F 1 frO 0 1 a c6 board and maintain a 3" E a) clearance to the sides (*'S(,r Fhrouq I�and Room Definer!RequirptheIntakrtobc 0 > 0 Do ubied and Bolan ced in Si7P andPositinnincon Both LonaSides.) 0 U and back of the 1—openinas ore measuredforoven air flov) Bottom Shadow Line 3.11 z fireplace. NE T rfit- 7 006 F 1 !O HOLDEN AVENUE - FIREPLACE I INSTALLATION L AT I ON7G 420 HOLDEN AVENUE - FIREPLACE CLEARANCES) FIREPLACE SPECSsI Scale. NTS Scale: NTS