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Home My WebLink About50555-Z TOWN OF SOUTHOLD ° BUILDING DEPARTMENT 4 TOWN CLERK'S OFFICE UTHOLD 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 AUTHORILED) E D) Permit#; 50555 Permission is hereb Date: 4/15/2024 y granted to: Peconic River LLC 9..O L ette Ave Sea Cliff, NY 11579 To. construct single-family dwelling with swimming Pool Non-Jursidiction letter, Trustees and SCHD a addition as applied for per DEC pprovals. At premises located at: 450 Basin Rd, Southold SCTM#473889 Sec/Block/Lot# 81.-1-18.1 Pursuant to application dated 2/8/204 , and approved by the Building Inspector. To expire on 10/15/20�,25 Fees: SINGLE FAM�ILWELLING-ADDITION OR ALTERA TION $4,152.00 SWIMMING POOLS -IN-GROUND CO'NEW DWELLING WITH FENCE ENCLOSURE $100.00 $300.00 Total: $4,552.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � Telephone 631 765-1802 Fax 631 765-9502 lItt � :// W. outholdtowm ,.sov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 5h �j PERMIT NO. � Building Inspector: F 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:1/12124 OWNER(S)OF PROPERTY: Name:Peconic River LLC SCTM#1000-81-1-18.1 Project Address:450 Basin Road Southold NY 11971 Phone#:917 214-7417 Email:aprestandrea@gmail.com Mailing Address: 90 Z-464yCT�-51W6, 5& - CL I rF //y )IS-7-7 CONTACT PERSON: Name:Jaclyn Fagereng- Agent Mailing Address:620 Ostrander Ave Riverhead NY 11901 Phone#:6319037833 Email:jackie@vitalhabitats.com DESIGN PROFESSIONAL INFORMATION: Name:Kathryn Fee AIA Mailing Address:PO Box 1733 Sag Harbor NY 11963 Phone#:631-377-0316 Email:kathryn@kathrynfee-architect.com CONTRACTOR INFORMATION: Name:Vital Habitats, Inc. Mailing Address:PO Box 2510 Sag Harbor NY 11963 Phone#:631-377-0915 Email:Kimberly@vitalhabitats.com DESCRIPTION OF PROPOSED CONSTRUCTION evv Structure ❑Addition DAlteration ❑Repair Demolition Estimated Cost of Project: Other `� C�" $ �j7C(.D'/�� Will the lot be re-graded? rVYes ❑No Will excess fill be removed from premises? 10Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. IIt 1� After Reading. al, owner/Contractor/design professional is chapter C6 of the ro Tom Cam. �17UC4 riGrn� HEREBY�IN�Al9�to the��rlid8ra�Department rresponsible�r tt� d t�rw�� Building,nage �� p ter�tlu s r�a�� y t rdinarwcs oil tlu a�ff r rnova rrt ik,racrranty,mar York and other applir trig laws,r��dirgan�or ita ylativns,for construction tr�rlktlnpgs,, on ptrlla laws,Ordinances,t Pursuant to the Building zone totem koarsirrg r arrrl latlons'no to ado authorized Iras �r�ly uirittw el'i rhsing la a lea a ations an a for lon as ��described.The a I d Inagreesin premises and in b�ullirq�q trrr,rre Ins' rrs. ad tiona aerations or for removal alit �f it pursuant to motion 2104 of'the New York State Penal law. ants made herein are Application Submitted By print name):Jaclyn Fagereng IlAuth,orized Agent C]Owner Signature of Applicant: Date: �j �`` STATE OF NEW YORK) SS: COUNTY OF ' ) being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual signirig cont )above named, (S)he is the Agent (Contractor, Agent, of said owner or owners, and is duly author ied toperform or have Officer,etc.) havate e 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 day of _— _.� ZI7 HE�F1 E N ARY PUBLIC,STATE OF NEW YORK Reglstratlon No.OISC6446541 II� .� P AI i OualiflecN In Suffolk County w commission Ex Irr Janua ,20 7 (Where the applicant is not the owner) I Peconic River LLC residing at 450 Basin Road Southold NY 1197"do Jaclyn Fa er hereby authorize Y g eng to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date 4PAM Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 450 Basin Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-famlly Project Type: New Construction Conditioned Floor Area: 5,560 ft2 Glazing Area 25% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 450 Basin Road Kathryn Fee Architect Southold,NY 11971 69C Main Street Sag Harbor, NY 11963 Cornpliance: Passes using LIA trade-off Compliance: 12.7%Better Than Code Maximum ILIA: 973 Your UA: 849 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. , n Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling:Cathedral Ceiling 2,889 38.0 0.0 0.027 0.026 78 75 Wall:Wood Frame, 16"o.c. 5,339 27.0 0.0 0.051 0.060 204 240 Door 1:Solid Door(under 50%glazing) 36 0.140 0.320 5 12 Door:Glass Door(over 50%glazing) 360 0.300 0.320 108 115 SHGC: 0.30 Window:Vinyl Frame 941 0.300 0.320 282 301 SHGC: 0.30 Wall-Partition:Wood Frame,16" o.c. 276 27.0 0.0 0.051 0.060 13 15 Door 2:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor over Garage:All-Wood jolst/rruss 627 30.0 0.0 0.033 0.047 21 29 Basement Wall:Solid Concrete or Masonry Wall height: 10.0' 4.0 0.042 0.059 103 144 Depth below grade: 10.0' 2,550 0.0 lm Insulation depth: 10.0' Window:Vinyl Frame 108 0.300 0.320 32 35 SHGC: 0.30 Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 1 of10 a Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,,and other calculations submitted with the permit appllcatton,The proposed building has bee signed to meet the 2018 IECC requirements In REScheck Verslony.:RE/S//+check-Web and to comply with the mandato require e ry lsted In the REScheck inspecttoyyQChec list, OL % it 0- 1 Name.Title, nature Date Project Title: 450 Basin Road Report date: U1/26/24 Data filename: Page 2 of10 e R REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user In the REScheck Requirements screen. For each requirement,the user certifles 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. SXe .11) n Plans Verified Field Verified Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & 103.1, Construction drawl n s and " 10Complles ;Requirement will be met. 103.2documentation demonstrate i [PR111 ,energy code compliance for the 1®N�oes l ibuilding envelope.Thermal l®Not observable lenvelope represented on JCINot Applicable Ionstruction documents. 103.2, Construction drawl demonstrate Not 'Requirement will be met. documentation ❑poe 403.7 energy code compliance for I [PR311 lighting and mechanical systems. G "❑Not Observable Systems serving multiple : e ;❑Not Applicable u Idwelling units must demonstrate lcompliance with the IECC l iCommercial Provisions. 302.1, i Heating and cooling equipment Is.* Heating: Heating: ;❑Complies w Requirement will be met. 403.7 "sized per ACCA Manual S based Btuthr i' Btulhr UDoes Not o [PR2]2 on loads calculated per ACCA I Cooling: ;' Cooling: ![]Not Observable Manual J or other methods approved by the code official. p Btu/hr Btu/hr :[]Not Applicable ry Additional Comments/Assumptlons: 1 High impact(7ler 1) 2 Medium Impact( ler 2.) 3 Low lrnpa t tiler 31 Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 3 of10 Section Plans Verified Field Verified &Re .Id # Foundation Inspection Value Value Compiles? Comments/Assumptions 402.1.1 Conditioned basement wall i R- ' Complies 'see the Envelope Assemblies ` R- X [FO4]1 Insulation R-value.Where Interior, R_ g R_ ❑Does Not "table for values. N Insulatlon Is used,verification l w ❑Not Observable may need to occur during Insulation Inspectlon.Not 1 l M❑Not Applicable a required In warm-humld locations; In Climate Zone 3. I k X �303.2 €Condit€oned basement wall 111Complies „Requirement will be met. [F05]1 I Insulation Installed per []Does Not manufacturer's Instructions. ❑Not Observable ❑Not Applicable p 402.2i9 Conditioned basement wall a ft I ft l❑Compiles 1see the Envelope Assemblies X [F061 Insulation depth of burial or ; Does Not ltable for values. ,distance from tap of wall. ❑'blot Observable ❑Not Applicable 303.2.1 A protective covering Is Not IFO11]2 III protect exulation posed d exteends ariortafled QDoes QCompfies Requirement will be met. � minimum of 6 In,below grade. ONo't Observable :]Not Applicable 403.9 d5now-and ice-meltin 9 s stem Complies ;Requirement will be met Y [FO12]2 'controls Installed. i ❑Does Not UNot Observable p CNot Applicable Additional Comments/Assumptions: 1 I high impact(Tier 1) 2 Medium lnapact(Tier 2) 3 Low impact(Tier 3) Project Title: 450 Basin Road Report date: 01126/24 Data fllename: Page 4 of10 Section plans Verified Field Verified # Framing 1 Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .lD 402.1.1, Door U-factor. U- U- i❑Complies ;See the Envelope Assemblies 402.3.4 ; w 1❑Does Not ;table for values. [FR1]1 l ' i I ;❑Not Observable l ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted " U- U- "C3'Complies 'See the Envelope Assemblies 402.3.1, average). k❑Does Not $table for values. 402.3.3, 1,0INot Observable I [FR2]1 ; l :ONot Applicable r r r 1 p � `.ClComplies ,Requirement will be met. 303.1.3 U-factors of fenestration product e, [FR4] are determined In accordance ❑Does Not , lwith the NFRC test procedure or Itaken from the default table. ❑Not observable N ❑Not Applicable 402.4.1.1 dAir barrier and thermal barrier ❑Complies ;Requirement will be met, [FR23]1 Installed per manufacturer's ❑Does Not Instructions. ❑Not Observable " ❑Not Applicable p, 402.4.3 Fenestration that Is not site built "❑Compiles i Requirement will be met. [FR20]1 i Is listed and labeled as meeting " ❑Does Not b �AAMA/WDMA/CSA 101/I.S.2/A440 or has Infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable !limits. 402:4.iIGrated recess lighting fixtures ❑CompllesRequirement will be met. [FR16] sealed at housln /Interlor finish ❑Does Not r and labeled to Indicate s2.0 cfm + leakage at 75 Pa. []Not Observable 1 l ❑Not Applicable 403.3.1 ;Supply and return ducts In attics C Complies ',Exception:Ducts located [FR1211 insulated>=R-8 where duct Is �❑Does Not ;completely Inside the >= 3 Inches In diameter and>= �bullding envelope. R-6 where<3 Inches.Supply and 1C1Not Observable N I return ducts In other portions of I❑'Not Applicable Ithe building Insulated>=R-6'for " diameter>=3 Inches and R-4.2 "for<3 Inches In diameter. ; 403.3.2 1 Ducts,air handlers filter ODComplles Requirement will be met. [ R1311 boxes are sealed with Does Not "Joints/seams compliant with ONot Observable International Mechanical Code or 4. !International Residential Code,as .� : , ❑Not Applicable Japplicable. 403.3.5 Building cavities are not used as a CComplles iRequirement will be met. [FR15]3 ducts or plenums. Rot oes Not. K ot Observable l Applicable 1 High Impact Uler 1) 2 Medium lrnpact(1ler 2;) 3 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 5 of ID p section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions Re .11) 403.3.7 ;Ducts declared to be within the QComplles lRequlrement will be met. [FR28]3 conditioned space are either 1) Does Not Mcompletely within the continuous fi 9 'air bar rier and within the building Observable Ithermal envelope,2)buried g I jONotApplicable I ,within celling Insulation In 1 accordance with with Section ; R403.3.6 and the air handler is I I I located completely within the continuous air barrier and within the building thermal envelope I and the duct leakage Is<= 1.5 i g cfm/100 square feet of conditioned floor area served by d I the duct system,or 3)the ceiling i Insulation R-vaiue Installed against and above the Insulated pduct>=to the proposed ceiling linsulation R-value,less the R- rvalue of the Insulation on the r I ; 403.4 HVAC piping conveying fluids R- R- I❑Complies (Requirement will be met. [FR17]2 above 105 OF or chilled fluids ;❑Does Not i below 55 of are Insulated to;--R- I Y I 3 I UNot Observable N I I I❑Not Applicable 403.4.1 Protectlon of Insulation on HVAC ❑Corplies I Requirement will be met. [FR24]1 1piping. ❑Does Not - ' []Not Observable [Not Applicable 3 lHot PP water I es are Insulated to R- I R- incor�mpldes ;Requirement will be met. [FR18] 2 (❑Does Not I❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are, . 10complies ,Requirement will be met. [FR1g]2 Installed on all!outdoor air I []Does Not Intakes and exhausts. ( ]Not Observable I' II71Not Applicable Additional Comments/Assumptions: 1 High inn act(Tier'1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data fllenarne; Page 6 of10 Se�tin Plans Verified Field Verified Insulation Inspection Value ValueComplies? Comments/Assumptions RAD 303.1 !1'All Installed Insulation Is labeled E l❑Complies iRequlrement will be met. [IN1312 or the installed R-values 10Hoes Not. I provided. , o l❑Not Observable e ❑Not Applicable 402.1.1, l Floor Insulation R-value. ! R- l R- ;❑complies I See the Envelope Assemblies 402.2.E [] Wood ;❑ Wood ;❑Does Not ;table for values, [IN1]1 I i❑ steel !❑ steel ! ❑Not Observable , ❑Not Applicable j 303.2, 'Floor Insulation Installed per ❑complies , 402.2.8 E manufacturer's Instructions and G" ❑Does Not [IN2]1 I In substantial contact with the 1 underside of the subfloor,or floor ❑Not Observable a 1framing cavity Insulation Is In []Not Applicable I contact with the top side of 'sheathing,or continuous 1 Insulation Is Installed on the i underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing , members. ! 402.1.1, Wall Insulation R-value. If this Is a! R- ! R- !❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least-Aof the ;❑ Wood ❑ Wood ;❑Does Not Ntable for values. 402.2.6 wall Insulation on the wall CIN311 !exterior,the exterior Insulation ;❑ Mass ❑ Mass []Not Observable a !requirement applies(FR10). Steel !❑ Steel I❑Not Applicable i b , 303.2 !Wall Insulation Is Installed per ❑complies ;Requirement will be met, [IN411 G manufacturer's Instructions. ElDoes Not, w ❑Not Observable m ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 'Medium impact(Tler 2') 13 'Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data fllename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402. :❑1.1, a Ceiling Insulation R-value. R- R- omplles lsee the nVelope assemblies 402.2.1, I ;n Wood El Wood ;❑Doan Not :amble rr�"values. 402.2.2, p® Steel j❑ Steel ;❑Not Observable r 402.2.E [FI1]i p w d❑Not Applicable 3031.1.1, Celling Insulation Installed per ,❑Complies ;Requirement will be met. 303.2 l manufacturer's Instructions. " ❑Does Not i [FI211 Blown Insulation marked every 900 ft2, f ❑Not Observable ❑Not Applicable 402.2.3 lVented attics with air permeable ❑Complies ,Exception: Requirement Is [FI22]2Insulation Include baffle adjacent l ❑Does Not not applicable, lto soffit and eave vents that y extends over Insulation. N` ❑Not Observable ; j ❑Not Applicable [F13] adjaInsucent assembly.a of the a R R- ; , 402.2.4 Attic access hatch and door i ❑Compiles Requirement will be met. ,❑Doe Not e y : IONot Observable 1 l :❑Not Applicable 402.4.1.2 Blower door test,ach in Climate Zones 50 2,. <=5 ACH 50�= m ACH 50= l❑Complie :Requirement wl11 be met. and ❑Does Not <=3 ach In Climate Zones 3-8. N ❑Not Observable :❑Not Applicable : 403.3.3 Ducts are pressure tested to : cfm/100 cfm/100 :❑Complles :Exception:All ducts and air IF12711 determine air leakage with f- �- T❑Does Not chandlers are located within "either: Rough-In test:Total d leakage measured with a ❑Not Observable {conditioned space, pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system Including l u the manufacturer's air handier -- ienclosure if Installed at time of n l test.Postconstructlon test:Total 6 leakage measured with a pressure differential of 0.1 Inch i lw.g.across the entire system : Cincluding the manufacturer's air .handler enclosure. . 403.3.4 3 Duct tightness test result of<=4 : cfm/100 l cfm/100 :❑Complies :Exception:All ducts and air [FI411 l cfm/100 ft2 across the system or w ft�- N ftt ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air ;❑Not Observable ;conditioned space. handler @ 25 Pa.For rough-In tests,verification may need to tlNot Applicable occur during Framing Inspection. 403.3i2.1 by handier leakage designated 1❑❑Complies ;Requirement will be met. [FI24] b manufacturer at<-2%of i lDoes Not design airflow. I• : d ❑Not Observable I 1 , ❑Not Applicable ; 403.1.1 iProgrammable thermostats A ❑Complies :Requirement will be met. [F1912Installed for control of primary ❑Does Not r ,heating and cooling systems and Initially set by manufacturer to ❑Not Observable , code specifications. ❑Not Applicable 403.1.2 lHeat pump thermostat Installed ' ❑Complies :Exception, Requirement Is [FI10]2 on heat pumps. ❑ :not a Ilcable. Does Not pp ❑Not Observable G s � ❑Not Applicable 403.5.1 Circulating service hot water i. ®Complies :Requirement will be met. [Fill] systems have automatic or ❑Does Not accessible manual controls. l X]Not Observable : i 11lNot Applicable R 1 High Impact(Tier 1) 2 Medium Impact[Tier 2.) 3 1 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6z1 "All n not mechanical ventilation iand listed I ,❑Cor�npiles ,Requirement will be met. system [F1251 I ElDoes Not BHVAC equipment meet efficacy °and air flow limits per Table I❑Not Observable R403.6.1. ' "❑Not Applicable 403.2 ,Hot water boilers supplying heat , I❑Complles I Requirement will be met. [F126]2 through one-or two-pipe heating []Does Not systems have outdoor setback I control to lower boiler water • ❑Nst Observable temperature based on outdoor 1❑Not Applicable r ;temperature. I ; l Requirement will be met. p y ,K, �.�" i❑ omplies ; p 403.5,1.1 "Heated water circulations stems ,. [FI281 have a circulation um The I❑Does Not system return pipe is a dedicated w return pipe or a cold water supply �DNot Observable pipe.Gravity and thermos- ;❑Not Applicable ;syphon circulation systems are „ not present.Controls for I circulating hot water system I pumps start the pump with signal ifor hot water demand within the a occupancy.Controls I „automatically turn off the pump " when water Is In circulation loop Is at set-polnt temperature and b no demand for hot water exists. G I" 403.5.1.2 1Electric heat traces stems ❑Compil [F12912 comply with IEEE 51 .1 or tit p I❑Dcaes Not I Requirement will be met. �515 Controls automatically of ,adjust the energy Input to the i❑Not Observable ,adjust tracing to maintain the 40Not Applicable N desired water temperature In the , iplping. s i 403.5.2 IDemand recirculation water ;❑Complies ;Requirement will be met. [17I30]2 systems have controls that ;[]Does Not a i manage operation of the pump land limit the temperature of the 1❑Not Observable I water entering the cold water UNot Applicable ; piping to<= 1049F. I . 4❑Compiles :Requirement will be met. 403.54 Drain water heat recovery units " [FI31] tested In accordance with CSA I❑Does Not µ B55.1.Potable water-side ❑Not Observable N' pressure loss of drain water heat recovery units<3 psi for ❑N'ot Applicable I I Individual units connected to one or two showers. Potable water- i side pressure loss of drain water fi l "heat recovery units< 2 psi for Individual units connected to .I three or more showers. 4 ❑Compiles ;Requirement will be met. 404.1 90%or more of permanent [FI61" fixtures have high effi cacy lamps. 113Does Not 1 , []Not Observable i 111Not.Applicable d �404.1.1 Fuel gas lighting systems have ❑Complles 1Requirement will be met. IpF123]_3 no continuous pilot light. ❑Does Not I[JNot Observable l I "©Not Applicable 401.3 "Compllance certificate posted. I y l❑ omplles :Requirement will be met. [FI7]� ❑Does Not J❑Not Observable I I❑Not Applicable 1 HNgh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 l ow im act(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 9 of10 Section # Final Inspection Provisions Plans Verified Field Verified Re & ri.ID Value Complies? corn 303.3 lan ments/Assumptions Ufacturer manuals for � Va lue [FI18�3 mechan#cal and water heating ®yam #1 es sYSteMS have been Provided. �Dae Not Requirement WIII be met. loot Observable ; Addltlonal Comments/Assumptions: J11Not Applicable p 1 l llgh Impact(Tier I) 2 Medlum Irm"If(Tier 2) 3 Low Impact Q'Ier 3) Project Title: 450 Basin Road Data filename: Report date: 01/26/24 Page 10 of10 )r2018 IC Energy j Efficlency Certificate , . ating Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): DoorRating Wlndow Door 0.30 0.30 0.30 0.30 Heating System: Cooling Systems,: Water Heater: Name: Date: Comments M ACn1+0AMTARe. 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PLANS " ..ram re* anrwMr:M .._mm,.. vao a _. rvw e Aa F'pl�°��VED " 11x31202 0 vraaxn Room Ir^tt pry�I ry q,y lr' gyp yy yq pq^p p ��sr ra as Il rm.:ll"6,IIeCll 11 11'�^ktl��"411"""„'�D.• M P d pm^.&.Nm''.�.:P P IbYV I'MdSrptliG1W11 .,.._,.,,._-.._ p warn Nw:s r x C-1 k ti'S-0'.M"�'�' �d~"uUIVFR I� C'F dip"a"n�"WB1rit',maB �. Y NEW YopX STATE D IMP ARTME'N`1' OF, r-NVIRONMENUL C014F)ERVA11014 0�yf]810111 4f 11"Ovinipmal pvrrntts�%glar,I SUNY0 Stany Qrook,50 Ciroto Fjoacj %ony Brook,,�qy 1179() P�(61A 41414-0365�F�(0-31)444.0,3eko WhW4*1AyQ0y LEnER OF NO JURISDICTION Peconic River LLC April 6, 2021 c/o Adam Prestandrea 90 Lafayette Ave Sea Cliff, NY 11579 Re'. Application # 1-4738-0100,7/00005 Peconic River LLC Property, 450 Basin Dr, Southold, NY SCTM # 1000—81 — I — 18.1 Dear Adam Prestandrea: Based on the information You submitted the Department of Environmental Conservation has determined that the existing bulkhead shown on the survey by Kenneth M. Woychuk, dated December 11, 2019, is,functional, more than: 100 et n len and was constructed before August 20,, 1977, as shown on Tidal Wetla feet 1 gth and AeroGraph,ics Exposure#73 n,ds Map#718-546 -2048. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act(Article 25)jurisdiction and no perm re red for work landward of this structure. it is qui Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. it is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your Project. Such precautions May include maintaining adequate work area be jurisdictional boundary and your project (i.e. w een the temporary fence, barrier, or hale bay berm.- a 15' wide construction area) or erecting a This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining an necessary permits or approvals from other agencies or local municipalities. y 814,ncrelyp herri Richer cc: En-Consultants Deputy Regional Permit Administrator BMHP File tw VON( 0 , Glenn Goldsmith,President A.Nicholas Krupski, tf O Vice President +�,� Town Hall Annex Eric Sepenoski 54375 Route 25 Liz Gillooly '•G. BOX 1179 Elizabeth Peeples South°ld,Nara Fork 11971 Telephone(631)765 1892 Fay-(6 1) 765-66 1 BOARD OF TO"TRUSTEES TOWN OF OUTHOLr) April 20, 2023 Robert Herrmann En-Consultants 1319 North Sea, Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1_98.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board Of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021. 9 This is not an approval from any other agency, If you have any questions, please do not hesitate to contact this o Since ely, office. Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President A.Nicholas$rupski,Vice President � � � '" a Town hlall.Annex Eric Sepenosid � p l 54375 Route 2 Liz GillooIy P.0,BOX 1179 Elizabeth Peeples Southold,lti a York 11971 Teflephone Fax(631 66413i13 BOARD OF TOE TRUSTEES TOWN OF OUTIOLD January 18, 2024 Robert Herrmann En-Consultants 1311 North Sea Road Southampton, l►tY 11968 RE: PECOhl1C RIVER,, LLC 46013 SIN ROAD, SOUTHOLD SCTU#loop-8 .1-18.1 Dear Mr. Hermann: The following action was taken by the Southold Town Meeting held on Wednesday, Board of T W, January 17, 2t�24: S rustaes at their Ragular. WHEREAS, En Consultants, on behalf of M'EC Trustees for an Amendment to�+'"etland Permit�9 IC �r�idR' LLC applied the Southold Town Code, the Watland Ordinance of the to the Southold Town December 2SA 2(3,23, and, under the Provisions of Chapter 27 of Town of Southold„ application dated WHEREAS said application was referred to the S and to the Local Waterfront Revitalization Rro rare Coordina Southold Town Conaety tion Advisory Council' .. recornrrwendations, and, for for their findings and er"L-WVRPoor inatorissued-w,Tecor� found Consistent with the Loom Waterfront Revitalization Program policy �cy st nd rd with the LWVRP, and, Coordinator rrecornrnendad that the detached deck b s, and, e found Inconsistent WWHEREAS, the Board of Trustees has furthered Policyo Program to the greatest extent Possible throw Management Practice requirements: deck loca f the Local Wfollo fingron Revitalization atior 9h the irwposltion of the following East. Lion will no longer be seaward of flood zone, and WVHEREAS, a Public Hearing was held b January 17, 2024, at which time all interested parsons were�"the Town Trustees with respect to said application on and, re given an opportunity to be heard, L WHEREAS, the Board members have personally viewed and are familiar question and the surrounding area, and, ar with the premises in WHEREAS, the Board has considered all the testimony and documen anon submitted t concerning this application, and, Town CWHEREAS, the structure complies with the standards set forth in Chapter Town Code, 275 of the Southold WHEREAS, the Board has determined that the protect as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best requirement imposed above, the Board of Trustees deems the action to b Consistent Practice Local Waterfront Revitalisation Program pursuant to Chapter 255_5 of and, a Consistent with the the Southold Town Code, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment t for revised site design that results in a reduction in the combined Proposed dwelling, deck and poolso Wetland Permit 9g; U noncompliant, single-family dwelling with5 s f attached deck structural footprint of the ' pecically to demolish existing two�storyr tytg sf, FEIUTA construct new and 2-story, 2,575 sf, FE A-compliant, and7 dwelling easterly roof overhang,-story, ,57 and t M if o cover and single-family detached garage, and x 12.8'areaways, 17' 4'0'swrmrnan ed porches and steps, 4.gh 0,6'and'5'X attached deck with steps and, on top of deck, 5. 6r5'enclosed season g Pool(equipped ed with saltwater filtration system), 1,29 sf outdoor shower, and 5'S' X 10-8'trellis over outdoor bbq, remove existing system located 42'from bulkhead and install new 1/b ;rem s al bathroom, ` 5x i feet from bulkhead; install a drainage system of d' g nonconforming septic Pool backwash; install new pervious gravel driveway dr and ct an y system more than 1 as rywan to collect and recharge roof runoff and enclosure fencing„ pool equipment/heat pumps, generator and 500 al areas; tall underground high pool tank;.. remove specified trees located no closer than +5g feet from bulkh 9" 'de, approximately 5,g59 sf vegetated buffdr area afeace lndepropane approximately 4,2,59 sf embankment and approximately 1,700 s bulkhead, and establish 7�to top of bank and retaining wall, and as depicted on adjacent to bulkhead, consisting of top Of bank last dated December an a f area up to Di feet landward of s the site plan prepared by ary 17,ro Andrews 21,�2�, and stamped approved on January 17, 2024. Inspections are required at a fee of$5U.00 per inspection. (See attached schedule,)Fees. None Very truly yours, k, Glenn Goldsmith President, Board of Trustees GG/dd GENERAL NpTES: - 3' >P'.�ftES�tENGtNESR SHALL OBSERVE THE OV✓PS FRIOR PO SpCKFlLt AND SOjJ D T F��,A �� -£� � THOLD BAY ,� �A arc �, SI7E USING n liv`e '�T am i`3s� S'7N'F.'PR4� MCA,TNE I # ABOVE, - [}"S ` '7a YA'§ Y C f'2ix. fit F'iu'sE`27NCHES a 1#ie rT as { CURSE ALL BE ' r€a E1`-ia3�' gTt E`tir±2�'3r Yl:4 N BF4 (i p $ ; _ I.= ts. f to rci+� A.LE rrr�E. 1E ' l� s_ f SE =a'rs aFEEr `s' s I t�arsr'.1o°e u s z`RbsvrS yFS`€D FFIr- 19 TFiRGLEN PLUMBING �?, ¥4 4547 '�'"•. ND HOUS.VA_Se F}.3r.-t1 gAN�Eta y "K ISM 11 _ No am '- ''- r� N, £ �4�fr€p•�Lur _ �``_—�-. � `:��r-§f; �' -�''-3. - t �r•r:.,,uc,=e^.. r Tr i' 6,633 SF(2D%OF LOT AREA) \\j - uN f G AG �} GARAGE: 2,30D SF, .t -=R3�l� 3 DECK! 76t SFt a A6�DSFs aFa:; — - j TOTAL LOT COVERAGE:3,52'9 SF.Yc70.8Y, F t p HotlsE PROPOSEo f 1 DECK 2 576 SF- t` '3 Ec 'I a� �#etc t5.a% 2 C..9NEL=:ia`u "LU`•• TVRBANCE:23-45g u rr 1 'xStit'�"iY4+uKL+Nil'�rt.. ". �� +� s r RO SOX AQvEll.�t. *h. s s = It t e e i +' f� }, #t' 3 - k �r°e �1rssr ,a - ( IGT{ •U Y kz Ea Tm umm, n 1 �S-t- PE O."9 - trBy > Fs _ t''=tit ga LFs4Efw eE `a 51 pco MOTE. �., � - EXfSPttdG SEATtlC 708E REtdOVED. id # PERT HOLE DATA f00 OAPE:FEg te•DA - € EL970�B.D.D• FEW-4Ap06103CCfl 67H SACO OAAVEL( f( f f •.. p . ��oMaD65 PF10POSED SEPTIC IC PLAj4 r 1 I 4VATER SAND&GRAVEL(SP) 4 2 1 7 Ar rg,a.e F.3.` € Ff r o_-+�o'€� `te TEST HOLE BY: 1 l i KWOYCHUKLS - �_ ., ;I - F a) 3. 3 ( 4 - g Glenn Goldsmith,President V Sol/ A.Nicholas Krupski, Vice Presidents Town Hall Annex Eric Sepenoski 54375 Route 25 Liz Gillooly gar � P°'G• BOX 1179 Elizabeth Peeples CoM Southold,New'Fork; 11971 Telephone(631) 765.1892 Nil, 1,"11x(631) 765-6641 BOARD OF TOWN ``RDSTEES April 20, 2023 TOWN OF SOUTOjj Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#: 1000-51-1_18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trust Meeting held on Wednesday, April 19, 2023, Trustees at their Regular RESOLVED that the Southold Town Board of Trustees Amendment to Wetland Permit#9930 for the installation of half-bathroom 5.3"x1' `.4" enclosed fool equipment structure, APPROVE the administrative atop the ' enclosed ucture, with attached 8.1', 17. pergola,t located he q.ft. attached pool deck; and fora 11,4�:c26' pergola located atop the 669sq.ft. attached north deck; and as depicted on the site plan re a red by Grant Card R.A., last dated March 15, 2023, and stamped approved' on A ril 19 p p , Any other activity within 100' of the wetland bounds p a 2023 This is not an approval from any other a boundary requires a permit from this office. gency. If you have any questions, please do not hesitate to contact this office Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd fAaaress: 4 ! _c axsh a,aa p s,,,irca NYi191, 3 N,ap io: p #i a Z ag Os;ci: 50{h'i-cNfi6 SJ'0 c.6.gT �€ R-66 ' A—: r - > 3?,66a,f,(0.'a a) S88°f5'60°yy - _— _ s .�:-- : 9 �_- EntSr, 6.533s t"eP%,F tot F.ea7 'g --a Private NG Residem 7" _� s_ z a E � xi H�'-i ' 3 Roan 47 3 _ - P-ac,�ea Eu a;g GFa. 3`--ems-.. :3 z . IVFtca,: 2ra��.p 2350 t , a.,g cFy a ece c = F {� o lm'o r l a I 7 p Fps E Ar— Z% IN 01, E EE » 1 -MEoiurw sawoallo - `;- . eo- GRAVEL(SP) _ 's- I ` a { A "2 Y. ftiitERG444TER "-- ,1 - DATE- E. -a I w ® a SC KOyCnt,i1 LC ea S £ ALE - P _ o$j oRAtivcac t-L'e: �� L-O0 i Glenn Goldsmith,President A.Nicholas Krupski, Vice President '� ' Town Hall Annex Eric Sepenoski 54375 Route 25 Liz Gillooly P-0. Box 1179 Elizabeth Peeples Southold.,New York 11971 Telephone(631) 765-1892 y Fax(631) 765-6641 BOARD OF T'DWN TRUSTEE June 16, 2022 TOWN Ole"SOUTf 01,D S Robert E. Herrmann En-Consultants 119 Forth Sea Road Southampton„ SPY I I 966 RE: PECONIC RIVER, I_LC 50 BASIN ROAD, SOUTMOLD SCTM#: l 00- 1-1_1 .1 Dear Mr. Herrmann. The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 15, 2022 RESOLVED that the Southold Town Board of Trustees APPROVE t Amendment to Wetland hermit 990 for the landward relocation an approved dwelling and swirxrrrlin e Administrative OMA-noncoMpliant, slttgle-family dwelling with 4160 sf attached d reduction in sire of the g pool, specifically to demolish existing twostory, 2„ (Ig s f„ garage, and construct at least+27 feet farther landward a new to compliant, single-family dwelling with 16 s f and 17 s had deck and�6� sf detached with 4I 7'x 1 „steps and associated retaining walls, 66 sf 2 story„ atta s f PB of d f entry porches, �, 102 sf attached pool deck. saltwater filtration system, ,and 66g sf attached north deck; remove existing septic system located r 2°fit rrr I ullchead, and install swimming pool e orpped with 'Chapter 275 jurisdiction; install'a drainages stern of drywalls O sash no and pool backwash; install crew new kills O ITS sanitary system outside pervious gravel dri roof runoff veway and parking areas; remove ct and especified trees located no closer than +69 feet from bulkheads and establish a approximately,5,959 sf buffer area adjacent to bulkhead, including existing vegetated embankment and additional 10'wide, +1,700 sf norro�t 27 to 4,2 Mgr wide lawn along top of bank; and as depicted on the site plan prepared b Plat sf naturally LLC, last dated dune 10 2022 and stern stamped a urf buffer n place of existing y Kevin O'Sullivan i Assoc. p pproved on June 15, 2022. The Permittee is required to provide evidence that a copy of this Trustee recorded with the Suffolk County Clerk's Office as a notice covenant and deed of the subject parcel. Such evidence permit has been issuance of this permit shall e provided within ninety (90) calendardeed t da days y BtItLP�NG,NFeNr,;,vrrN: ( cress: 'ELaC-E`.-5£3.' g � N--T36'E<68T .y 3 f 1 80 TH+�E< y R.®0 t$ - _ - - - - 's2s6�s.F_.,s 3�-cs� see=Isma•w w, te ResideC1 a F li— a ar _> 1 ' 3aEr<ti+1e 63Fn rs:rsfi; 2 _ ^z- ff 9aiFa,. ��--:�ar z.aoo - - ___ � t <. �1� � •. BOA ` i. Dw— i s f` P ga. ® l S --Fbe Sd}v_Gl(-f. `�'. 4`d4d3• ® .'a. _ I � os�zcEz _, ._,a ��.. 4 r a • � eR.asvE,�,c r�ro v. € € E x� ter» a BOARD OF SOUTDOLD TOWN TRUSTEES u. SOUTHOED, NEW VOR PERMIT No.9930 r DATE: JUKE 16 2021 ISSUED TO: PE'COI RIVER .ECC PROPERTY ADDRESS: 450AS RSA SOU 11rI0I,D y SCTM#1000-81145,1 R s AUTTIORIZATION Pursuant to the w"u provisions ofC,halrter 275 of the "loom Code of the Town O�, Southold and' �l accordance with the resolution of the Board of Trustees adopted at the rueet;ing held on June 16 202 , consideration ofapplioatton fee in the sure of 1250 lyaid by l'econic ricer �1, an iq and Conditions as stated. in the Resolution, the Southold Town Board I �aad rrr following; d subject to the Terms Of Trustees authorises and permits the t Wetland Permit demolish existing two�story,2,300 sf,p"EMA�noncornpltant,single-family 51 51 one to attachedo sto ,3,2 and 761 sf detached garage;and construct at feast ian feet farther l one to deck a sf, E y dwelling with single-family dwellingwith 106 sfent landward anew attached'deck,,SS`0 sf attached ga�rrrge, 60 sf swim Ming 50 sf structurally detached deck, k ' 'uncovered ase errt e with install �Porch,io sf (equipped with saltwater fmltr°atran system), With gates;remove existing nonconforming septic system located��t2� from lyulkhead,and ins 1IA O�S sanity � pool enclosure fencing system outside Chapter 27 jurisdiction,install a drainage system,and tall new collect and recharge roof runoff and pool backwash install new pervious gravel ywefls to areas, remove Specified trees located no closer than_q 69 feet from bulkhead; perpetually maintain a 271 to 39"wide,approximately 5,959 sf butter g el driveway and parlring including existing 4,259 sf naturally vegetated embankment a 'and establish and t fter area adjacent to bulkhead, 1 buffer to be established in place of existing lawn along top of bank,with th stainless steel hardware on the def exist portion o anti,additional 1 o wide; 1, 00 of non turf e condition of the use r Kevin D''Sullivan f the declr;, all as depicted on the site plan prepared by Assoc.,I�EC,last dated June�,2021,analst�stamped a � p approved ovr June 16,2021. IN WITNFSS WHER_8t7p, flee said hoard of Trustees hereby causes its Corporate ' � Presents to be subscribed by a majority of said Board as of the 16th da of � � Seal to be affiyred�and these P y lone„2t12't. W � r . � - ..� v � r bxm"V'M1 dq 5 v<"W'� "mow rr"n✓9.,�.w d�+Wru {y f BUILDING INFORMATION 1 AM__ 150 Basln RcaO # SouNolq NY 11971 f z TaL Map 10: iTl � N88*T 0•E4fi%l' SO 1000-81-1-1B.1 3 - ZoningDi,wm R—M ! If 3a p OLO BAY ELxmls gre.T- 9 t. ,,; _•_*^ �"" _ _� Private 3zsa .(0 75 e o 23' Lot Covoo Cl Mrq, s RIVER, LI 6,533 sr(20%ol LolAree)Allowble Lot Cove - 450lBainRd SouhDld NY 11971EKISTING U.-LoI Coverage � aa�.�m PROPOSED. , ems. v e -��-�� - Mein HOVsa. 3.200.1. - _. a - r I �€ '- Poo Dew: eeo cf. EntgP N 945M ICBM Swi € .1 T - arxVnaxgLLxuxEeq e: B,531l1 a1=1&99X +. a.. Allowable GFA N/A _ g awmv:.xr€imI e_ —may PraPosetl BUM ng GFA: ( ay 2nUFloor. 12�s1. i �Tolal Building GFA: 4,4870. wcxuxx€oq An Iwvav6T Onos axalw d- ioWalr ie .Won N. I a oIfIWAL 426sF�. •iY.{€ `' `.- " :=. �,� _..t. ' a iPs "✓ia ram. urm ....g{ S_i �_ 1 _ or 3 �v� In F uy •4 g 4 xa� ..,, �! 9 r ) � rrEL ear f 3 , 1 � m .ems % au a i T ! I,„..,,. =- _ APPROVeD BY f BOARD OF 112USTEES 1 I € .on,.:,.., 1 ____"_ -s'+P TOWN OF SOUTHOLD + _ _ �-� Exurap mr.s r,asw,nrgETs 0° _` '++� 9 f € � - p roanwx �ouexuww� � Fn x•�:�: � - - - EE AA TTIA _ ! W T `LND -�_ g r � - - f F S W J' i { - `� d 1 00' S74 Z4zTE` 91F FROWN SANDY LOAM IMLI eg e ABROWNLOAMY SAN0)F _ SNDDR FgAiC151P€ AtlE Pool EndosVre 0604.2621-MEDIUM SANG ANASIPRGRAVEL(SPI154'.� NDATE p 22 202 -WATER 9ANp a GRAVEL(SP) � SCAL As ' N ROUND WATER ENCOUMEREO ""- �'�.W GRApEpeel `. V: g - Ie Planf ( WING TITLELSi.�{m RY' j O 1 / DRAWING NUMBER. 3 �a d oo W a ULJ U o o o cc w w Z a) p CD �u 2 Er '� "�n:r Gf w Y y Q m Z , r Ism LO ,/i �l / ' M ,v <, 'li Q li ,41., rn m r/G �i%1 0 w o 3 l�aep�, R o / e ✓ ✓ — p .w c) W O re 0 C V "v Q. // � / �✓ r Z M O / /r�a //r, // z C� } > Z w z Q (7 �' U C CV '� ' r W> LI w, / CO (D ED ZN wwM CNj V4 ° MQ CO ri/� "O O � Z O . i�Ott fri OZ LLJzoo a � / dl. w O o G w' w.r Q o O z U Z of O ny h, ' Q- C w f f / u 'o 4% NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 � nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAA AAA 261611385 VITAL HABITATS INC. a P.O. BOX 2510 SAG HARBOR NY 11963 SCAN TO VALIDATE POLICYHOLDER AND SUBSCRIBE VITAL HABITATS INC. CERTIFICATE HOLDER PRESTANDREA P. O. BOX 2510 TOWN OF SOUTHOLD SAG HARBOR NY 11963 54375 MAIN RE) PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER 12104 584-4 128102 POLICY PERIOD 06124/2023 TO 06124/2024 DATE THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE 1S INSURED WITH 1/12/2024 FUND UNDER POLICY NO. 2104 584- , COVERING THE ENTIRE OBLIGATION WORKERS" COMPENSATION UNDER THE NEW PORK WORKERS' COMPENSATIONLIATITHE NEW PORK STATE INSURANCE'. OPERATIONS IN THE STATE OF NEW YORK EXCEPT AS INDICATED BELOW AND, WITH RWITH ESPECT TO OPERATIONS FOR OUTSIDE OF NEW PORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.RESPECT TO ALL. IF YL►LI INISFI TO RECEIVE NOTIFICATIONS REGARDING SAID P{�'1.1CY INCLUDING O OPERATIONS OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTP a/ YORK 'STATE INSURANCE FUND IS NC�T LIABLE IN THE.EVENT 0►F FAILURE�O GCE SUCH NOTIFICATIONS, OF CANCEL,LATI�II�I;�� NYSIFIu0�91WI/UCH ,ASP6THE NEW THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY'SUFFERED BY THE OF INSURED CORPORATION. PRESIDENT OFFICERS OF THE KIMBERLY EADS VITAL HABITATS INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NO COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEN THE COVERAGE AFFORDED BY THE POLICY. R INSURANCE D OR ALTER NEW YORK STATE 'SUR NCE FUND 4 �V U-26.3 VALIDATION NUMBER: 60639924 DIRECTOR,INSURANCE FUND UNDERWRITING Client#: 15809 ° " ' CERTIFICATE OF LIABILITY INSURANCEVITALHAB CO THIS CERT' DATE(MM/D /YY IFICATE IS OT AFF qM A MATTER OF INFORM gTION ON 111111 LY AND CIbNFERS NO RIGHTS UPON THE CERTNFICATE HOLDS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,E7tT END OR ALTER THE COVERAGE AFFORDED BY TH 09 HOLDER THI24 R.THIS SLOW.THIS CERTIFICATE OF INSURANCE C?OE NOT CONSTITUTE A CONTRACT BETWEEN TIME ISSUING INSURERa AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, E POLICIES IIWIPORTANT:If the certificate hI I Ie 1 to the terms and co—INSURED, ollc Ies' .� _.� RI2ED If SUBROGATION IS WAIVED subjectIs an�4DDITIOMgL IN p y P this certificate does not confer any rights to the certificate holder In lieu of such endOr have AD�I al0require an endorsement.Islons or be endorsed. conditions of thepolicy,certain Policies q PRODUCER rl tain Policies ement.A statement on Almaden Gay Agencies, Inc. M Lis,lt J,VOgeney 11 Gay Road 631 907-2385mm� wN �.. . H `Has P.O. Box 5004 �M�,IL 6313240671 D s. Ivogenpyaadengay.com JJ East Hampton, NY 11937 �— IN-rURERI'SI ArFORDWG CavERAGE' INSURED -----•-....... IHatIRERIT_�,�A a Southwest Marine$General Insurance Co�� Nac# Vital Habitats, Inc. INSURER B:Ohio Seorrrlty Insurance Corn flBny 69 C Main St, PO Box 2510 INstIRER c: 24082 Sag Harbor NY LRg .� �.. �._ �... 1'1963 1NEIIRERD: INsuRR E r . COVERAGESCERTIFICA'*THIS IS TO C5!:111111111111"I'll I E INSURER F: " REVISION NUMBER. CERTIFICATE MAY TH T TIFY T THE POLICIREEOp REQUIREMENT M OR C ER: INDICATED. NOTWITHSTANDING ANY NT, TER D NAMED AN�OVE FOR THE POLICI PERIOD LISTED SELOW HAVE N3EEN ISSUED TO THE INSIIRE SUET) OR MAY PERTAIN. THE INSURANCE SHOW AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. AOOL UDR DITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE N3EEN REDUCED BY PAID CLAIMS. LTA R TYPE OF INSURANCE _ GL2023L POLICY NUMBER' POLICY E F P UI Y P A X COMMERCIAL GENERAL LIABILITY Y _ MAMIDO/Y MMMID Y CLAIMS-MADE 19 OCCUR IiB00183 6119/2023 06119/202 gACII OCCpJ pRRI NCB R�l EaNTED LIMITS 1IiI O0I} BI/PD--- GENT AGGRE 500 ��_�_ _ _. __ v won 5 000 GATE LIMIT APPLIES PER: "'""" $1 IfII)II •-m..�.._, PI3RSONAI&ADV 1N lU'RY PRO- _ x POLICY ElJECT LOC IP GFNkRAt dIOGREGAT .W _t I �� E2�0OOI"p,0. B AUTOMOBILE LIABaITY PICOMP/O�AGG $2rIlIlCI,OIILI BA a58936545 � $ANYAUTO 9124/2023 09124/202 , E 'N aE�JM O�S SCFEDUELAU NLY x _ 50, O—t- AUTOS BODILY INJURY(Per ps=n) $ x HdREC7 NON-OWNEO AUTOS ONLY x BODILY INJURY(Per accident)- $ '.R m t $ .�•DAMAGE UMBRELLA LIAB AUTOS OCCURLY�gIT EXCESS LIAB $ CLAIMS-MADE EAGtt OCCURRENCE _._. DCY RETENTION S $ WORKERS COMPENSATION AGGREGATE $ AND EMPLOYERS"LIABILITY OTH• $ �^ ANY PROPMETOR)PARTNElWSXECU'T'IVE( /N PER (Mandatory In N ) EXCLUDEO,M fl N/A IMarcdato In N E,L,EACH , CIDENT Ir os,daacclbe PTION OF OPERATIONS IbMow E.L I RSEftiSE-Eq EMPLOYEE E.L.DISE�POL,CY,.,MIT S re Certificate Holder is additional insured when re trip i.may be attached If more aPace Iuired) 9 DESCRIPTION OF OPERATIONS/LOCATIONS)VENICLES ACORD 101.Additional Remarks Sclladal EI ed by per"mib'cl�'rI'tI^,act CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road,PO Box 1179 THE EXPIRATION DATE 'THEREOF; NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ACORD 25(2016103) 1 of 1 The ACORD name and logo are nsgistered marks of A ORD$-2015 ACORD CORPORATION.All rights reserved. #S81515/il1181514 LJJ <NTF workers' CERTIFICATE OF INSURANCE COVERAGE Tc Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW 7..t .To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier l Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BITATS INC 510 (631)903-2315 STREET BOR,NY 11963 ation of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured or Social Security ations in New York State,i.e.,a Wrap Up Policy) Number 261611385 2.Name and Address of Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) 3a.Name of Insurance Carrier TOWN OF SOUTHOLD New York State Insurance Fund(NYSIF) 5 MAIN RD. PO BOX 1179 3b.Policy Number of Entity Listed in Box"I all PO B SOUTHOLD,NY 11971 DBL 5955 34-0 3c.Policy effective period 4.Policy provides the following benefits: 06/22/2023 to 06/22/2024 ® A.Botts disability and paid family leave benefits ❑ B. Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employers employees: Under penalty of penury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/15/2024 B (Signature at insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature OF Autnorkzed NYS workers'_C0_MPae% a1 on eoard Employee) 'Telephone Number Name and Title Ple se Note:Only insurance rriers d to of tho e insurance ca ers are authorized toe sue Fote NYS rm DB-120.disability Insu ance bro ers leave benefits insurance policies and NYS livened insurance agents are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 770923 SeSs IEF - INSIDE EDGE OF FORMS IEG - INSIDE EDGE OF GUNITE DIMENSIONS ARE TO GUNITE COPING OVER HANGS GUNITE 12" 2x12" COPING COVER TRACK 39'-52" IEF 36'-1 2" IEF MORTAR 12' 12' 6'-11" i co I N (3) #4 BARS M 102" BEAM 6" CERAMIC TILE N .' 8'-6" ---I #4 BARS 12" © 0 ,_ 9" WALL 0.C. E.W. POOL LAYOUT SCALE: 1/4„ = 1,-0„ INTERIOR FINISH W w Li ui _ _ Li O I I N N 0rr � 00 O` SIDE WALL DETAIL SCALE: 1" = 1'-0" 0 0 0 10'-3 10'-32" r- a o 'd' 6'-1" 36'-1" IEG POOL PROFILE SCALE: 1/4" = 1'-0" 36'-1" 4 -----� �-- 3'-9 � 3'-8" �-- 5'-5" I---- 7'-5" -I 6' (2) #4 BARS CONTINUOUS l j 14" n WATERLINE 'IN ) I I �'s1 M Lo N riN I \\ M r) M I I I 0 00 00 6 BACK AND I 6" GUNITE FLOOR END WALLS — — #4 BARS 12" O.C. E.W. 6" CERAMIC TILE z N 6„ DAM WALL, #4 BARS U MAR 1 4 2024 #4 BARS 12" O.C. E.W. WITH #4 THERE ARE NO DEEP VERTICAL ALTERNATES AT DEPTHS SUCTION INTAKES IN THIS `` `� #4 BARS 12" O.C. OVER FIVE FEET POOL SYMBOL KEY °I 5 '° 'S 20 SKIMMER - 2" PORT (3) SCALE: 1/4" = 1'-0" 9„ wALL �® DIRECTIONAL RETURN (3) GUNITE ELEVATIONS ® 17 VGB COMPLIANT DRAIN (2) 1ST STEP (14" WIDE) 72" BELOW BEAM GENERAL SPECIFICATIONS 0 LED NICHELESS _IGHT (4) 2ND STEP (12" WIDE) 17" BELOW BEAM DIMENSIONS: 17'-0" x 36'-0" ZI SPA JET (6) 3RD STEP (12" WIDE) 262" BELOW BEAM " " o HARTFORD LOOP (1 ) 4TH STEP (12" WIDE) 36" BELOW BEAM SURFACE AREA: 612 SQ. FT V o A lJ SECTION LT 0 FLOOR RETURN i 6) FLOOR AT STEPS 452" BELOW BEAM PERIMETER: 108'-0" L.F. � SCALE: 1 - 1 -0 TANK VOLUME: 23,000 GALLONS I I— Q JOHN TEUFEL, PE IMPERIAL GUNITE VITAL HABITATS 560 TEUFEL BUILDING DESIGNS, INC. POOL LAYOUT T 59 PRIMROSE LANE OAKDALE NY 117 6 � 450 BASIN ROAD P- 1 NORTH 51B6 B658 AYLON8871 11703 6 31 - 44 - 0 0 '� 3 P R 0 FILE SOUTHOLD NY 13Mar24 NOTES: (1 ) THIS DESIGN IS BASED ON A DRAINAGE SOIL WITH LESS THAN 10% SILT. COPING OVER HANGS GUNITE 1 �" GROUNDWATER SHALL NOT EXIST WITHIN 2 THE LIMITS OF THE EXCAVATION. IF NOTES: 2x12" COPING COVER TRACK GROUNDWATER DOES EXIST WITHIN SIX FEET BELOW GRADE, SPECIAL INSTALL PIPE MINIMUM 10 INCHES BELOW BEAM. MORTAR-----\�\ D E WA TE R I N G FACILITIES WILL BE CAULK/SEAL PIPE INTERFACE PRIOR TO PLASTER. REQUIRED. WATER DISPOSAL IS LIMITED MINIMUM 1-Y2" PIPE LENGTH IS 14 INCHES. TO THE OWNER'S PROPERTY. USE ONLY SWEEP ELBOWS IN ELECTRICAL CONDUIT. (3) #4 BARS (2) NO SURCHARGE WILL BE ALLOWED ALLOW 24 INCHES OF SLACK WIRE BEFORE TRANSFORMER CONNECTIONS. 101" BEAM 6" CERAMIC TILE WITHIN 4 FEET OF SHALLOW END AND 6 USE INTERMATIC TRANSFORMER PX-100 OR PX-300 FEET FROM DEEP END. DEPENDING ON NUMBER OF LIGHT UNITS INSTALLED. NO SEPARATE GROUNDING WIRE REQUIRED. #4 BARS 12" (3) THE PNEUMATICALLY APPLIED EACH NICHELESS LIGHT REQUIRES 14 WATTS AND 1.2 AMPS. 9" WALL O.C. E.W. CONCRETE, (GUNITE) SHALL BE A MINIMUM MAXIMUM NICHELESS CORD LENGTH IS 100 FEET. MIX OF 1 : 5 WITH A MAXIMUM OF 3.5 LIGHTS MUST BE INSTALLED BY LICENSED ELECTRICIAN GALLONS OF POTABLE WATER PER 98 IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INTERIOR FINISH LBS. OF CEMENT. SEE JANDY INSTALLATION AND USERS GUIDE FOR ADDITIONAL INFORMATION. (1 ) REINFORCEMENT STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. SIDE WALL DETAIL (2) POOL WATER SUPPLY BY OWNERS 12 VOLT SCALE: 1" = 1'-0" GARDEN HOSE, FILL SPOUT OR AUTOMATIC TRANSFORMER FEEDER. (3) PUMP CAPACITY IS TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. POOL IS TO BE KEPT FULL DURING FREEZING TRANSFORMER WEATHER. (4) OUTDOOR POOLS SHOULD BE 24 SLACK WIRE GUNITE BEAM PROTECTED BY A FENCE, WALL OR 30" BUILDING IN ACCORDANCE TO THE N. Y. S. TILE 173" ---1 BUILDING CODE. 12" COPING #4 BAR CONTINUOUS 1" CONDUIT (5) INSTALLATION IS TO BE DONE IN ZWATER LEVEL ACCORDANCE WITH ALL FEDERAL, STATE swEEP ELBOW AND LOCAL BUILDING CODES AS WELL AS i4 NSPI SUGGESTED STANDARDS. LOCATION OF OVERHEAD WIRES TO MEET rJANDYO SERIES NICHELESS LIGHT Co N REQUIREMENTS OF N. Y. S. BOARD OF FIRE SP1022S INLET FITTING cv j ADAPTER UNDERWRITERS. SEALANT LIMIT OF POOL COMPANY WORK PLASTER 1-1/2" PVC PIPE 2" TO PUMP " TOLIGHT INSTALLATION 3/4 NIC CHELE LE S BOX SS LIGHT SCALE: NONE / #4 BARS 12" O.C. E.W. 0 LIGHT & SKIMMER SECTION Z SCALE: 1" = 1'-0" 0 J O 2 H O V) I a ~ 560 Q JO TEUFEL, PE IMPERIAL GUNITE VITAL HABITATS = TEUFEL BUILDING DESIGNS, INC. 59 PRIMROSE LANE OAKDALE NY 11769 NOTES & DETAILS 450 BASIN ROAD P-2 > NORTH BABYLON NY 11703 516-658-8871 631 -244-0073 SOUTHOLD NY 13Mar24 ye s CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESI—ON TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS WOOD STRUCTURAL PANEL SHEATHING OR SIDING USED FOR UPLIFT RESISTANCE: REQUIRED PANELS SHALL BE OF THE MINIMUM THICKNESS REQUIRED FOR THE 45 130 A,B SEVERE 36" (BOTTOM) M to H S to M 11 YES 1984/1998 1.SHEARWALL BUT NOT LESS THAN 1532". 2. PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL TO STUDS. 3. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. GIRDER (1)PAIR AT EACH POST NOTE: THIS HOUSE HAS BEEN PREPARED USING PRESCRIPTIVE DESING 4. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO i 1/2 x18' GALV. LAG BOLT BOTTOM PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE. WITH WASHER MORTISED INTO TOP. WIND DESIGN LOAD = 130 MPH SUSTAINED WIND ZONE "B" e HOLES PLUGGED OR SILICONE FILLED LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION WITH BOLTS BLOCKING VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. 8'-0" H. FDTN. WALL- #5 REBAR @ 48" O.C. 5. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE TOP MEMBER LAPPED JOINTS R CORNERS (TYP) 9'-0" H. FDTN. WALL - #5 REBAR @ 48" O.C. OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT BOTTOM OF PANEL. ° JOIST 6X10 S4S D.F. GIRDER 10'-0" H. FDTN. WALL - #6 REBAR @ 48" O.C. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOWER z ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR FRAMING. METAL STRAP HANGER %-' -� 6 LOWEST PLATE OF FIRST FLOOR FRAMING SHALL BE ATTACHED TO FOUNDATION WITH BOLTS WITH 3/4" CHAMPORT(TYP) OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. II :I METAL STRAPS 6. WHERE WINDOWS AND DOORS INTERUPT WOOD STRUCTURAL PANEL SHEATHING OR SIDING, 6 X 10 S4S D.F. GIRDER HOLDDOWN BRACKETS AT SHEARWALLS AND WINDOW/ DOOR OPENINGS: (TO BE PAINTED) FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. 6 X 6 S4S D.F. POSTS 1. HOLD DOWN BRACKETS TO BE INSTALLED PER CODE, SHALL BE FASTENED 7. PANEL ATTACHMENT TO FRAMING SHALL BE: WITH 3/4" CHAMFER (TYP)Typical Joist Hanger (TO BE PAINTED) AT ALL SHEARWALLS 6" O.C. (VERT.) WITHIN PANEL FIELD NOT TO SCALE METAL STRAP 6X6 POST TO SIT ON CCA AND WINDOW/ DOOR OPENINGS WITHIN THE SHEARWALL. 3" O.C. AT EDGES SILL PLATE. SEAL BOTTOM OF HOLD DOWN BRACKETS SHALL BE -USING 6d COMMON NAIL AT SUBFLOOR AND WALLS POST WITH TAR. PRIME AND FASTENED TO CORNER WALL STUDS AND FOUNDATION 8d COMMON NAIL AT ROOF PAINT POSTS BEFORE INSTALLING. BOLT DOUBLE DECK JOIST INTO WITH HOLD DOWN BRACKETS SIDE OF POSTS (TYP) 2. HOLD DOWN BRACKETS SHALL BE INSTALLED OVER SECOND FLOOR INSTALL HOLD DOWN BRACKETS BY WINDOW AND DOOR STRAPPING: slMPsoN srRONc TIE PHDS AT FRAMING WITH ONE BRACKET INSTALLED AT TOP PLATE OF FIRST FLOOR (1 PAIR AT EACH POST # 1. HURRICANE STRAP TIES AND HOLD DOWN BRACKETS TO BE 1�2"X18" GALV. LAG BOLT CORNERS of Posrs. CONNECT AND CONNECTED TO A SECOND BRACKET INSTALLED AT _ WITH WASHER MORTISED INTO TOP. BRACKET TO FOUNDATION AND DOUBLE • DECK Jolsr. SECOND FLOOR BOTTOM PLATE, BOLTED TOGETHER THROUGH FLOOR ASSEMB INSTALLED PER CODE SHALL BE INSTALLED AT ALL OPENINGS. - HOLES PLUGGED OR SILICONE FILLED �' — TOP OF DECK AND FASTENED TO CORNER WALL STUDS PER CODE REQUIREMENTS. HOLD DOWN BRACKETS TO BE INSTALLED AT BOTTOM PLATE "� � '"=~�l`� ��y�� c g-,' / RAFTER -6X1° S4S D.F. GIRDER 3. FOLLOW SAME PROCEEDURE AT WINDOW AND DOOR OF THE WALL AND SECURED TO THE KING STUDS OF THE OPENINGS. f f OPENINGS LOCATED WITHIN SHEAR WALL. ! 2X8 ACQ D.J. ® 12" O.C. FOUNDATION AND STUD WALL PER CODE AND MANUFACTURERS SPECS. - 4. FOLLOW MANUFACTURERS AND CODE INSTRUCTIONS HURRICANE STRAP TIES TO BE INSTALLED ACROSS WINDOW/ DOOR HEADERS INTO APR 1 1 2024 ( METAL STRAPS x 6 s4S D.F. POSTs � SILL PLATES WITH CHAMFER (TYP) FOR CORRECT INSTALLATION. TOP PLATE OF WALL. STRAPS SHALL BE MANUFACTURED BY SIMPSON STRONG .. ;., _ .... . __. TE I , SIZED, SPACED AND FASTENED AS PER CODE REQUIREMENTS Air Handler STUD WALL GABLE END WALL BRACING: ANCHOR BOLT ' ' Rigid Duct 1. INSTALL 2X6 STRONG BACK ACROSS CEILING JOISTS, CONTINUOUS BETWEEN GABLE ENDS m 4" O.C. (TYPICAL) ( ) Typical Covered Porch Details NOTE: ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS METAL STRAPS II •° 12 FROM CORNERS POSTS ATTACHED TO HOUSE TO BE = -• .- '' CARRAIGE BOLTED INTO BLOCKING AT ; ,' 2. ATTACH 2X6 DIAGONAL BRACE AT 45 DEGREE ANGLE TO END GABLE NOT TO SCALE EXTERIOR HOUSE WALL. HOLES IN FACE WALL UNDER RIDGE AND TO 2X6 STRONG BACK. Rafter/Plate/Stud Connection OF POSTS TO BE PLUGGED. ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS DIAGONAL BRACE CAN ALSO BE INSTALLED DIRECTLY TO RIDGE AT END GABLE, IF SUFFICIENT SPACE IS NOT AVAILABLE. NOT TO SCALE Header & Post Tie Downs i EXTERIOR FOUNDATION, WALL, SECOND STORY WALL, NOT TO SCALE � � I RAFTER AND RIDGE STRAPPING: 2020 NYS 1. HURRICANE TIES TO BE INSTALLED PER CODE, SHALL o �•/ Floor Boot BE FASTENED TO EVERY RAFTER, PLYWOOD SHEATHING UP TO 4'-0•USE 21/2•/6 WD SCREWS 016•D.C. Flex Take-Off from Rigid SHALL EXTEND TO TOP OF WALL PLATE, WITH BASE Residential Code WALL STUD uP�To a=o•usEZ2lijz• �wo scR SCREWS EWs o1s•ocQ _ OF TIES NAILED THROUGH SHEATHING INTO PLATES. HURRICANE TIES SHALL BE MANUFACTURED BY ° y SIMPSON STRONG TIE, # H2.5 _ w �'`"'; 2. HURRICANE STRAP TIES TO BE INSTALLED PER CODE, `' F ~' - SHALL BE INSTALLED ACROSS SECOND FLOOR JOIST JW*be""'"`"°'"" LEVEL, EXTENDING 12" MIN. ABOVE AND BELOW WALL PLATES AND NAILED INTO WALL STUDS THROUGH / I W,, SHEATHING. STRAPS SHALL BE MANUFACTURED BY ® I SIMPSON, SIZED, SPACED AND FASTENED AS PER FLOOR JOIST ® J CODE REQUIREMENTS. _.. -- °' ANCHOR BOLTS �� / / ( 3. HURRICANE STRAP TIES TO BE INSTALLED PER / / Ceiling Boot CODE, SHALL BE INSTALLED ACROSS FIRST FLOOR Rigid-to-Flex GLUE AND SCREW 5/4 X 6 MULLION/ASTRAGAL JOIST LEVEL, EXTENDING 12 MIN. ABOVE WALL BASE PRIOR TO INSTALLATION. USE 1 1/4•w000 �+ PLATE AND BE LAPPED UNDER FOUNDATION SILL • i I / SCREWS FROM PLYWOOD SIDE 0+/-9'O.C. ` ter.1,/ STRAP CONNECTED FOUNDAT ON A CHOR BOLTS USING (3) T SQUARE _ ._ WASHERS ON THE ANCHOR BOLTS. ANCHOR BOLTS ° E WALIL STUD Multiple Unit *NOTE: ALL Single Window a °"` � '� MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS II I p ON SITE READY FOR INSTALLATION g «�oe•r.a+b"rdw METAL STRAPS �� a� USE LIVE LOAD (PSF) �' 60 1 t,t1;VyY. ° I MASONRY WALL EXTERIOR BALCONIES 1/2" Plywood Panel Details Duct Sealing Detail DECKS 40 f PASSENGER VEHICLE GARAGE 50 a ,'% Stud Straps C) Second Floor Box NOT TO SCALE NOT TO SCALE ATTICS WITHOUT STORAGE 10 b,e ATTICS WITH STORAGE 20 b,e NOT TO SCALE First Floor & Sill Anchors EXTERIOR WALL, MATERIAL ROOMS OTHER THAN SLEEPING ROOMS 40 NOT TO SCALE �� ' STAIRS 40 ROOMS 40 c OF ';' 4 I, 4' I, J, 4, 4' 4' 41 ,� Ilk k FASTENERS AS NOTED GUARDRAILS AND HANDRAILS 200 d • ,�, IN SCHEDULE 3 2 2 3 3 2 3 3 2 3 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 -- r WOOD BEAM ; POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. CARRIAGE BOLTS .�. b. NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS Proposed New 2 x 12 CCA GIRDERS ®, c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD Prestandrea ---D •° ''' ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES - ; � STEEL PLATE I -----_-_ __ -�-�_ ' ' m � THE GREATER STRESSES. ';' 2 1 1 2 2 1 2 2 1 2 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT Residence ALONG THE TOP 450 Basin Rd. WOOD POST STEEL COLUMN e. ATTICS CONSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED IN -'o r1 J. I ACCORDANCE WITH SECTION R802.10.1. SOUt�l01d NY m°I ' ' ° I f. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. I°'�y °® POST ANCHOR . • • •�• -s Kathryn PLYWOOD AS NOTED 3 2 2 3 3 2 3 3 2 t3] ryn Fee, A.I.A. CONCRETE PIER Architect I Gable Roof Plan: 0 to 10 degrees Gable Roof Plan: 10 to 45 degrees 3 I WINDOW GLASS 69C Main Street. I Deck Railing/Post Anchor STEEL COLUMN .�. ROOF SHEATHING NAILING SCHEDULE Sag Harbor, New York 11963 .'I ; I 3 tel 631 537 6335 I OT TO SCALE I I STEEL PLATE .i. Zone 1 Zone 2 Zone 3 Zone 4 Date : 1-23-2024 L_ METAL STRAPS I i , Front View FIELD 3" O.C. 12" O.C. 3" O.C. 4" O.C. 3 1 3 3 1 3 Scale : 1/411= �, I I I WINDOW SILL RAFTER i I a' 1/2" PLYWOOD WITH EDGE 4" O.C. 6" O.C. 3" O.C. 4" O.C. u l ; 1" #6 SCREWS EVERY 6" Title CONCRETE PIER IN FIELD AND EVERY 4" • e AT INTERIOR EDGES 4 ` • Li a 2'-0" 4'-0" ALL 1/2" EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED 3 Prescriptive Desin BLOCKING .d WITH BD COMMON NAILS- 2 1/2" X 10 1/2" GA., PATTERN AS p g d a' d INDICATED ABOVE 1 FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO 3 RIDGE BEAM Top View 2 X 4 WITH "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"- NEW YORK 3" #8 SCREWS EVERY 9" STATE CODE BOOK. Porch Beam/Column Anchor Hip Roof Plan: 10 to 30 degrees A-000 Rafter Strzips NOT TO SCALE 1/2" Plywood Panels Plywood Storm Panel Shutter Detail Simplified Roof Sheathing Nailing Schedule NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Notes: 101'-6" Ownership and Use of Documents: These drawings and specifications including " " " " " " " " 20-0 7-0 2-0 18-0 16-0 18-0 20-6 the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which A- 03 are clearly necessary for the completion of 1 the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. I DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for ---------------------i----------------------- additional information. REVISIONS I --------------------t--------------------i I I I I I •- I I ,,,.� I I I I I ,4:: I io 00 I I I I I I I I .•.: I ---------------------------------------------- — IL .• to I �F ------------------------------- - ---� --------------------------------------------- I -I-- - _J .. i —----------------------------------------- - ---J I I I •'µ I I I I I I- ---------------------------------------------------- ' .• MEDIA i a. 4Y c� AMN A-1 302 IIIL IIII1I III -,•''•'•:,t'-:;.':r•:.:,•;."-.a-, IIII-I IIIIIL--_--_--_-„-_{--_-B-_r,`�•IIIII I III IIII, , ,,. i IIII IIII ;.: •.,..-----�•.+------:�-.•:;-`r---•--•' - r ------•,a-• -,-�——— - iIIII II IIIII "s••;.•,�'A.3.',';.i'•.;:,:yIIiiiIIIIIII��'..•. 'Y:'co�lt- �Ri ''v.II;iiIiIII II dI.. �A�.•',;ri•;�.�r'•'.'�,.'aJI IIIiii I IIIII •�.'�.�" . 1-.8•:'•X.•,.•.2 2' 9'-011 --- --------J ceiling height :--:z..�.B.-.:/�.I.•,: - - .:. ,r:.:r-.:-L'..•.- -IIII III�II - --.-•---'�IIII II;; . . _-' -MECH. 121X16'-3 11 A,a•r.'`, - - •;. - -,:;..' iII�II-- ,.'. ---,i�-II1I- I1III;;��IIIIIl. z•IIIII Z IIIIiI S T'=:O1 IIIIIIR I 1IIIIIIIIII(II GIIIII E '2 91.911 9'-91' ceiling height ceiling hleig h t GYM 15'10"X 8' L A- 0 9-9 ceiling height IEGRES I -. .."�:~..�::.:•+�;.:` `.,s•.'-r �.•7Y IIIIIII�iiIIIIIIIiIIIIIII SII-L- �r: ' -�.-•� - -hiY:i -.-t ✓' � - - -- - - -IIIIII�IIIIIIIII IIII �iIIIIIIIIIIII IIII1I II -I - - - -=CD____ _____� --------- --------— CD J railhand toc-----------�--- ode d I A-13 01 �11 L B-2 N - --------- ------------------------------------------ J A-301 �P�G�jeFy� 3..iD�0�5 e., '5 L ----------------- -------------- BATHROOM#6 r�7 1 ONr �'-0"ceiling height _ — I - 1 I JI r foundation walls iinterior of all o 0 EGRESSr -------- -I-------+---------to have ninsofastn 24 �------------------- I Proposed New -10.5)insulation system(R _________ stair to first level -------------------------------------------------(18)7-J"height risers -------------- ' . � Prestandre a - -------- c17) 101 threads L ------------------------------------------- -J Residence 450 Basin Rd. Southold, NY Kathryn Fee, ' A O,Q . IC .�A . A-303 Architect 69 C Main Street Sag Harbor, NY Date 9-21-2023 Scale 1/411=1'-0" 7'-5" Title 5-0" 20-0" go-on 17-6" 17-0" 17-0" 21 -0" Basement Floor Plan Dwg.No. II 101'-6" A- 101 U AR 101'-6" Notes: 101'-6" 20'-0" 71-0" 21-0" 18'-0" 16'-0" 18,-00 20'-6m 10 Ula. )ono tube (typ.) i —C 7 0 10" 0 2� 0 lo- 1_0" 11-0'"1 Lo�I — — — — — — — — — - - — — — — — — — — — — — — — 1 10 0 0 0 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written A- 03 consent of Kathryn Fee Architect P.C.. 0 Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be 10"dia Sonotube considered to be included work although not L- - - - - - - - - - - — — — — — �- -(h'P•)- - - - - - - - - - - - _ directly specified or shown in the drawing. L — — — — — — — — DO NOT SCALE THE DRAWINGS.If a ------------------------I-------------------------7 dimension is needed that does not exist on J 1 4 the drawings,contact the architect for additional information. -------------------- -------------------- REVISIONS co t.o. footing +8'-9- (Datum - 10'-0") 00 --------------- --- --------------- F----T----I-----F----T----I F ------------ --------------------- t.o. foundation wall +18'-9" J7 -�177 CD J ------------- --- L----I----J-----L----I----I---------- (D �Datum - 0' C-4 F---------------------------------------- " ,-77-77 -7, 7.7 .77',- 7. I f —--------------------------------- _J beam 1)ockejt beam oc et_Roil 5.5"W X 5.5L X 11.875D min. 5.5"IN X 5.5L X 11.875D min. u) Cq J9. FT----------------------------------------------------- LO C) X cam' -------------------------------------------- X LO 0 04 26"X 26" X 12" F----------- 0 LO FOOTING (typ.) Lr) 7 e 03 II J z LJ r--------I 1 5 1/4"x 5 1/4" 1.8E r< 1 z 5 1/4"x 5 1/4" L&E M Parallam(V PSL Post(Typ.) ParallamV PSL Post(Typ.) A 7, - -—-—-—-—-—- LLJ of 0- t.o. footing 9 LO to- +20'-9t-OV18oting Ld 0 �Y a- (Datum -10'-0") 1 -1-----J r- C) 2 �:: I C14 (Datum -10'-0") 0 R.O. C14 6-0" 1 H t.o. wall+17'-0" 1 (Datum V-9")! L ------------------- A au-) t.o. wall +18'-2" 1 04 04 L-------J I - CD ro z (Datum -0'-7") X 0 04 +4" t.o. slab z 0 (Datum -9'-8") z 2z < D beam pocket beam ocket 5 114"x 5 1/4" 1.8E L---------- z 1 -8 1 2" t.o. slab I------- -------------i rA-302 -4-.5V-Xi 5"L X 9.5"D min. < 7J" 1 ;711 Parallanig PSL Post(Typ.) 4.5"W-X-5"L X 9.5"D min. +18' t.o. slab +18'-6" Ljg* (Datum -0'-3") I --—-—-—-—-—- (Datum -0'-1/2") (D L--------------------------------------------Ji beam pocket L------------------ ---a.YW-X-,5.5�t -t 1-.8-75 T-m m-. - .... � i --___1 A ----------- r _J A rA-3-0 1� 18'-9"t.o. foundation wall L------------ r------ ------- • 01) beam pocket \ I I I I I I I I I I i 1 , !Z --'\+8-9- t.o. footing (Datum 0 5.5"W X 5.5L X 11.875D min. P MIS (2 _J I (Datum 10'-0") o 0 CQ 67 2 i I N37 R.O. R.O. 7 6. 2"W T-0 1/2�1'W ------------------ ---- I Lr------------------- I.- T-6114"H I 7 L----------------------—--------- _J ---------------J LT - ---- ---------- I r �, :_ .-, -- -1 7 T ---I-----F----I----I F Proposed New t I L CD +17'-6"t.o. foundation W011 L 1'-Y) ---- ------- ls,�_I---�_-L ---------------- Prestandrea _�a��iw Wolf(Datum -�;;�o. foundation +18_9 t.o�. foundation w� (Datum - 0'-0") t.o. footing (Datum 0'-0") all \+15.-O- t.o. footing Residence (Datum 10'-0") (Datum 13'-9") W.F. 450 Basin Rd. Southold, NY 0 0 0 4'-6m ZA�-303 Kathryn Fee, A.I.A. Architect 69 C Main Street on Sag Harbor, NY 1102", 20 7'-5" lot-ill Date 9-21-2023 Scale 1/411=11-011 5'-0" 20'-0" 91-011 17'-6" 17'-0" 17'-0" 21'-0" Title Ir Ir 71' Ir Ir Foundation Plan Dwg.No. 'c" 101'-6" YA- 03� —,Dal 4 +2 3)C 367 7L-0-//, + \+118'�-81 �tx ,iet min . A- 101a 7A-�703 Notes: 20'-0" L3'- 36'-11 " 18'-0" 20'-6" 0 I I I I I I POOL _ I Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to Deck others or used in connection with any work or project other than for which they have been prepared without the expressed do I consent of Kathryn Fee Architect P.C.. tten SPA Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be -=- ---------- ------------------------------ -----� I considered to be included work although not directly specified or shown in the drawing. ISKI10 DO NOT SCALE THE DRAWINGS.If a I.JCOVERED ----------------- 1-______________________ _ dimension is needed that does not exist on --- PORCH I I —.. — -_- ....... - ---- I the drawings,contact the architect for pool i i GRILLE i additional information. 1 co ing flush I DINI G p DECK l o_ I I w/deck I ceilin h i ht i i SEASONAL 5 i g g REVISIONS 4 x 4 mahogany deck boards I I i i POWDER I I I OUTDOOR I I I 10 I I SHOWER I :O I I ref. I I o I I I --------------------- ---I L I I cv — ----------- --- --- I --- --- --------------- LIVINGI I I I I0'-0" I j ceiling height I KITCHEN I I I I 9'-6" ceiling height i L N 1 I G I 19" awers — double DEN BED I ----?----1-------�---- ovens 36"cab. _I _— I I I cathedral ceiling I 24" j 24"trash I I 24',dwL24 ]s"jdash drawers I I I I I _ MID I I I I I t_. L-----------------------J I I I 10141fire separation wall I M I 34"w I I I 34"w x 22"d I I I countertop countertop o ceiling height as per code I t I I I I w/microwave (tile floor) self-closin I I 1 a, I fire-rated door I I 1 - -� -- - - -- - -I --� - I I I A-301 36"coddop _ 36"ref. 36"cab. 1 "Itray I GARAGE I I O ; provide 5/8" firecode I 0 I 24"cab. 33"drawers y 33"drawers 24"cab, 9YP. bd. 1 10) ( 3z" of throughout OPANT C RY101 loset countertop closet ceiling heigI io DEN HALL 1014" I STAIR HALL#1 1 1 A i ceiling height i I J i . I "' i ( ceiling height I I G�P tad I A I - glass railing A-302 I ' I to code --------- 2 �� C� - -r--- -- -- —�— - - - - - -�- - -- - - - - - - - - 7-7 (D Aluminum safety grates d a w/egress ladder. MOP I 0": '?5 I I �j 5r 10 , -� I I �, - - -- - - I _ A-301 Of N - - -- - - -- -- -- - - - 100 I ENTRY L�� D-2 i 1 1 POWDER - - - - 1 0 9'-6" ceiling height Aluminum safety grates ceiling height ## Proposed New �r /egress ladder. - - - - r - - -- -- - 1 1 I O• stair to second level I 10 L----------------------J l (18)7-�2"height risers I Prestandrea (17) 10"threads -----I -J ---------- - ---- -- - -- --� Residence D-1 1 os 450 Basin Rd. GROSS FLOOR AREA: ENTRY PORCH I Southold, NY stone Proposed A- 03 Kathryn Fee, A.I.A. 1 First Floor 2 , 550 . 5 s . f . Architect 69C Main Street Second Floor 1 , 998 . 5 s . f . Sag Harbor, NY Date : 9-21-2023 Total G FA: 4 , 549 . 0 s . f . Scale : 1/4"=1'-0" Allowable G FA: 4 . 549 . 9 s . f . 6'-1OAH " '°'-' " Title 5'-0" 20'-0" 9'-0" 17'-6" 17'-0" 17'-0" 21'-0" First Floor Ir Dwg.No. 101'-6" 71 A- 102 Notes: 74r-Q" Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented 2'-0" 18r-0" 1 6r-0" 18r-0" therein,are the property of the architect.No 2Or_�» L part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not A— 03 directly specified or shown in the drawing. 1 DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for I additional information. REVISIONS ( I � I _ 0 c N BEDROOM# 1 I I BEDROOM#4 I i � I � I 9-0 Neigh I cathedral ceiling I i i I I I tray ceiling 1 BATH # i 12 i i 13 I I 9f_0 I I----------------- _ _ _._ eiling hei� _ _BEDROOM#2 BEDROOM # 3 cathedral ceiling I -- _ — ---- --- ,1 i i ---- TH#2 _ BATH_-- 4 r7._.ri._.rr.-Tr--rr_.._. 9 0 9 0 i cathedral ceiling L� ceiling height ceiling height I 1 i I OO TO --- ------------ I I - -----------� � I y i 21 i WIC#4 91_011 o i — ceiling height 1 -- -- -- -- - - -- - - - - -- - - — � — -- -- - - - - -- —i— - - - - - - - - - - - - - - -- it a rr--II--II _ _ 1 A-301 0 _ 4'tcei 061A9 DRY WIC#,o lin h i tWIC #2 __ _ 9-0 g e gh 9'-0" ipull down ceiling hei ht D" i 11 ceiling height stair i i 14 I i "' %5�� C,�, BATH# 1 L --- -----J BACK HALL i B9-O#5 1 i cathedral ceiling 10 g ceiling height i o ceiling height fiY HALL#1 9'-0" O i STAIR HALL#2 07 ceiling height 09 i sloped ceiling i glass railing A-302 i to code OF NE -- -- - - - - - - - - - - - - — — — — i -- - - - - 08 1 I I i 0 16 I n ; _ Proposed New ----- A 301 ' `mil#1 Prestandrea ray height i _ ! _ _ _ ! BEDROOM#5 tray ceiling i i i j cathedr ]ceiling Residence I111 stair to first level I I 450 Basin Rd. --------- Southold NY (18)7-�"height risers 19> / , (17) 10"threads I C I i GROSS FLOOR AREA.. �° o Kathryn Fee, A.I.A. Architect 69 C Main Street Proposed A— 03 1 Sag Harbor, NY First Floor 2 , 550 . 5 s . f . Date : 9-21-2023 Second Floor 1 , 9 9 8 . 5 s . f . Scale : 1/4"=1'-0 " Title Total GFA: 4 , 549 . 0 s . f . Second Floor Allowable GFA: 4 . 549 . 9 s . f . Dwg.No. 99-0" 17'-6" 17'-0" 17'-0" 21'-0" A- 103 Notes: 10"dia.Sonotube (typ•) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 Zn n I n A--, n I n n 1 14, 1 n n 1 n i n n I n r 1—In I - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i I I I I I I i I I I I I I I i i I 10"dia.Sonotube I i (3)2x8 dropped deck be, (typ) I I I Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, art the of hall be copied,erty of the architect.No o d disclosed to others or used in connection with any work I or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. (3)2x8 dropped deck beamJ Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not 10"dia.Sonrube J 2x8 deck joists 16"o.c. directly specified or shown in the drawing. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (tYp') I DO NOT SCALE THE DRAWINGS.If a _- _ — — — —(,2x8 dropped deck beam — -nl_ — — — - — — — — _ — _ — — - — — — 2x8 a.c.q.ledger board dimension is needed that does not exist on against house (3)2x8 dropped deck beam the drawings,contact the architect for additional information. 2x8 deck joists @ 16"o.c. 2x8 deck'oists 16"O.C. REVISIONS I � I I i I I I I 2x8 a.c.q.ledger board I I 2x8 a.c.q.ledger board (3) dropped deck beam PL 2x8 against house I — against house 2x8 a.c.q.ledger board r=— =—=___= _=—___________________� against house I --------------------------- ------------ I I I � I i 2x8 a.c.q.ledger board _ against house I CIRIn r=_____________ =_ _____________________i (3)2x8 dropped deck beam x 00 II I� II C, I I I Lri o U - j � I I O --- i o i U __ 5 1/4"x5 1/4" 1.8E I O I I I I rt- - x I I V1 ParallamR PSI.Post Qyp-) I --------------------------- ----------- 3 I I 114 ® II II _r- L ------- --- a I I o jp N I I w I C O i -------------------- O - M III I -------------------- t I I v o I III j I tiCL it I d I I I I M M I N X I --------------------I L---T-�� I '----- ----------------- ------------------------ ----------------- Ilk flush anthony 30f e2 power beam (balanced)-------------- 3.500 x 11.875 � 38 5S y 0 . N E� / - ---------------------------- ---J I I � L------------------------ ------- Proposed New ------------------------- ----------------------- -------------- I - , , -------------------------------------------------+- Prestandrea I 2x8 a.c.q. ledger board II IIagainst house II Residence 2x8 deck joists @ 16"o.c. 450 Basin Rd. 10"dia.Sonotube Southold, NY (h'p•) 109 (3)2x8 dropped deck beam Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title First Level Framing Plan Dwg.No. F- 101 Notes: - - -- -----------------------------------------------------------------------------------------� I i I i � I i I I i I I I ' ' I � I Ownership and Use of Documents: I i These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect. part therof shall be copied, No P o ieied,disclosed ed to others or used in connection with any work or project other than for which they have been prepared without the expressed written I consent of Kathryn Fee Architect P.C.. i _________________________________________ I Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not . ________________________i directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on ! I i the drawings,contact the architect for r----- ----------------------------- -- --------J i additional information. i I Tr I --- ---------------------------------------------------------------------------------------------------- � I (3)2x8 flush deck beam Header(3) 1 3/4"x 111"lvl i REVISIONS I (3)2xl2 dropped beam Ir--=---- ------_�' - - - -- - - - _- I r -- J- -- - --- -- --- I l f 11 2x8 roof joists joists @ 16"o.c. l I I 2x8 roof joists @ joists ��o.c.2x10 roofJ' oists 16 5 1/4" I I I x 5 1/4" 1.8E 5 1/4"x 5 1/4" 1.8E 1 11I IiParallam®PSL Post(TYP•) II I , I I Parallam®PSL Post(Ty Header(2) 1 3/4"x 1 lg'lvl w/(1)a steel pit_ _ i i - ----_------_ - _ _---------- _ _-- --_-- -- I i Header(2) 1 3/4"x l lg'lvl w/(1) steel pit. I i Beam(3) 1 3/4"x 11j"]vl w/(2) steel pits. r -- Flush(2) 1 3/4"x I li"]v]w(1)-3/4" steel pit' i I I ` > I I I I ili a I 11 7/8"TAN 560 16"OC - - 2x8 a.c.q. ledger board - _- _ I I @ I -- --- -- --- -- - against house - --- -- --- -- -- I I I o - -- - -- -- -- --- - ------------------i ---- ------------ ---------------------------� i jlj I T____---__---- -____---- Header(2) 1 3/4"x 118"lvl. 1 1 y I I I I cv >a I I U I I I I I M Post Above Above I Uo from roof ridge U from roof ridge i p ° a I O o Header(3)2x 10 - ---�- 000 - -- - ----- ridge iII IiIII oE�o from roof ridg ePost Above _ - ZE JX 2x10 roof joists III 1iII 00 i (3) 1 3/4"x 11 7/8"2.0E Microllam®LVL.- @ 16 o.c. under wall above � ' ' v Rill v �i 5 1/4"x 5 1/4" 1.8E Post Above I I I I � " I M r Flush (2) 1 3/4 x 11� lvl w(1)-3/4 steel pit. Parallam®PSL Post(Typ.) from roof ridge _T_ Z-Z _.Z= I I IIIIL N- IL_ All 11 3,355 0¢ - -- __�_________-' ' O I Header(3)2 x 10 Flush(2) 113/4 x 11 lvl w(1)-3/4 steel pit. i i Flush(2) 1 3/4 x 11 lvl. + I 1 ® I F NE 1 Header 3 2x 10 ------------- Header(3)2 x 10 --------------- ------'------- ------------- I I i f/� I I I ' I I o 1 3/4"x 7 . 2.0E m.crolT. lvl roof joists @ 16"oc. I �� --- T--J I N i Proposed New --------- ' x Prestandrea I I I I I I III I I;J Residence _- i Header(3)2 x 10 I I ' 450 Basin Rd. � L- - i I J- -- -- - - -- - -- I L----------------- -- ------ t ----- -- -- -- - -- Z_ _--- - - -C----------------- ------------------- -------------- -------------------� Header(3)2x101 Southold NY I I I i I I 1 3/4"x 7 114"2.0E microliam®lvl roof joists @ 16"oc. Kathryn Fee, A.I.A. I I I I Architect I I L---------------------------------------------J 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=i'-0" Title First Floor Framing Plan Dwg.No. F- 102 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for additional information. (3)2x10 (3)2x8 r ---------_______=—fi== =______ REVISIONS ------------r�� 'G'•T------- — ------•�-- — I (3)2x8 i (3)2x8 (3)2x8 (3)2x8 (3)2x8 - __ - aL_ - - - T=, __ -_ =i __ _73 --- - -- - -- -- -- -- - - -I -- --- -- --I -- -- --- --I - --- p —(3)2 x 8 i I I I 16 l i 3 I 2x8 roof rafters 3 1 i i i 3 2x8 roof rafters II � ti �, �� s. I I I I s, �� I I I I I I y� p .B I O @ 16 O.C. °' I I I I I @ 16 O.C.. I I � I II II II 0 I I I 1 0 � (3) 2x 10 header 1 I I I (3) 2x 10 header _ j N O , sn• I I I I I I O N c� I it 0 No °+ ------- p I I I I p CA I I + + ---- { 'I I I 0 O I I I I o ------------ I, �rzy II i� f I 2x 10 roof rafters ' N i i 2x 10 roof rafters 1 N I N M @ 16"O.C. n O M I I @ 16 O.C. 1 3/4"x 11 7/8"2.0E Microllam®LVL ridge I I (3) 1 3/4"x 11 7/8"2.0E Microllam®LVL ridge — -- — L -- -- - (3) 1 11 x 117/8"2.0E Microllam®LVL ridge o -- --- --kN - II1IIIIII II1IIII1 p IIIIIIII IIIIIIIi ---------------N- ------------------------- 2x10 roof rafters x0 roof rafters @ 16 O.C. @ 16"O.C. 0 roof rafters 16 raft 3 2x 10 header Cz I'IIIII1II II,I�iIIII4CII I'II�IIIIII N00 I o 0 O 0 7 -------- ------- ------ 1I II-I- -I-- ��1� y r�I-�I--�.�Nc�x+� II II ----oN°�' _ ��,r{o, �✓ M� Ii -I --- �\\- --L --N�� ------d ) � � ------- -- ------ L o O 00 N O 3 2 x 8 3 2 x 8 3 2 x 8 3 2 x 8 @ 2 roof " IIIiII II'III iI' ce oo raft II �r�N -- - C ------- ------- (3)2x8 pII iIII ------- -- M� 2x 10 rc of rafters '7+''• "rf ,,�. n'--1 II I I-- - I ' - -- ------�.—._��. . ----- -- — --L i@1 "O.C.I------------ ' 7 IL----- ------------- ------ ------ ------------- , ----------- (3)2x8 ,aA rj r 'y Proposed New Prestandrea Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title Roof Framing Plan Dwg.No. F- 103 Notes: MOTE : NOTE : Line of skyplane is Line of skyplane is beyond page from beyond page from west property line . east property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be \ considered to be included work although not - - - - - - -___ _ - - t.o ridgeo +48'-2" _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - ---__". _- - - - - - - - _ _ _ _ - - - - - - - - - - - directly specifiedor shown in the drawing. 28'-2"from finished DO NOT SCALE THE DRAWINGS.If a first floor dimension is needed that does not exist on the drawings,contact the architect for western red cedar 18"perfections additional information. w/s.s.nails. — - REVISIONS stucco smooth finish - w/s.s.chimney cap. — I-!"x 1-!"cedar casing (stained to match siding) Second Floor,�+ 1 —0 _ _ _ _ _ _ - _ - _ _ _ Zinc coated copper flashing+cricket (� base. Maibec eastern white cedar light gray H213C 18"perfections. First Floor +20 —0 _ _ - - - - - AFF - - - -- — - , i ------------------------------ ------"-- -- --------- s� 1 7 � m oui ui t i of uu i i u u m i 34-0 9j 0,3t 5ra i ni ui to property line F y� m; OF N EVJ u= 38-0 to property line T _ - - - -- - - ---- - - --- - - --- - - __ - -- - - - - - - - - -- - - - - - �Basemen A9 —2�2„- -______-___ - J------ ---------------------,_-_------ --- -- L ----------------- ______-__--_-__--- - _____--__-_ _-T_ - - ' _ -- ----- _-- ----- ----- --- - -- - ------ - --------------------------_-- --------- -----------I------------------------------------------ --- Proposed New SOUTH BUILDING ELEVATION Prestandrea I - 1 -o Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title Elevations Dwg.No. A-201 Notes: N OTE : N OTE : Line of skypla ne is Line of skypla ne is beyond page from beyond page from east property line . west property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. - - - - - - - t.o ridg,�t8'-2" _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g�—= - - - - _ _ - —__ _ _ —___ _ _ —_—_ __ _ ____._ _ _ -__—. _ _ _ _ _ t.o rid +48' 2" DO NOT SCALE THE DRAWINGS. If a 28'-2"from finished dimension is needed that does not exist on first floor - the drawings,contact the architect for additional information. REVISIONS NZ LZ -EEi -- -[�U L - ill (I Second Floor$+31'-0" _ _ - --- Second _ _oor,r, I I — I j I j I II I I I I I I I � i I I I i I i I i I I — I I I I I I I i I I I I I I I I I ' I I I I First Floor +20'-0" "�� 1 First Floor +20 -0 - - - - - � � � J - - -I- - L I L - ----- I I I I I I I �. i•_s- 1�C -J l ea ------------------------------------------------ r—I--- ------------- -------------------------------------- I ------------------------------------------------------- ----------------- --------------------------------- CIF NFV+ III I I I I I I I III I I I I I I I - II I I I I I I I I 11 I I I I I I I I III I I I I I I I - - --- - - Basement +9 -�. -12 -- -- - - - - - - - - - - - - ! - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - � - - - - �- - - - --- - - -- ProposedNew _______________________I_ __________________________----______-_ -- J_ J-_______-_________-_________--_-_-_-_--_---_--_-_____� Ill_________________________ T T__________ T__ T______________T T____________, III I NORTH BUILDING ELEVATION (OPTION) -----------------------------------1--- -- --------------------------L ------ � � ------------- ------------ ---- Prestandrea Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 3-4-2024 Scale : 1i4"=a.'-o" Title Elevations Dwg.No. A-202b Notes: N OTE : Line of skyplane is beyond page from north property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. / t.o rid e +� 48' 2" _ DO NOT SCALE THE DRAWINGS. If a / 28'-2"from finished dimension is needed that does not exist on first floor the drawings,contact the architect for additional information. �o REVISIONS oK Q� / Zinc coated copper / open slat aluminum/cedar canopy -roof w/ 11"drip edge. Second Floor+31'-0" I - I i II i Legation + 27.2' j average grade + 10'-0" IA eastern white cedar stained to match Maibec light gray H2BC. Floor First FI r +20�' " I D 1 C� . ^Y�. r average grade --A t� ------------------------------------------------- -- i I-T N I II I L-------------------------------------------------- I II I I II I southeast property line Basement+9'-2- 1J2" - - - - - - - - --- - - - - - - - - - - - ! - - - - - - - - - - - - - - - - - - - - — - - - - - - - ----------- proposed New AFFi -------------------------------------------------------------------------------- i�-------------- 47'-0" ------------------ --------------------------------------------------J------------------J Prestandrea EAST BUILDING ELEVATION Residence 1 '/4 -' -0 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=F-0" Title Elevations Dwg.No. A-203 i u Notes: NOTE : Line of skyplane is beyond page from north property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be \ considered to be included work although not t.oridge +48'-2 directly specified or shown in the drawing. - - -- - \ - - - - - - - - -�� DO NOT SCALE THE DRAWINGS. If a 28'-2"from finished \ dimension is needed that does not exist on first floor the drawings,contact the architect for additional information. ` REVISIONS western red cedar 18"perfections C14 -- w/s.s.nails. \ i i� \o/ Zinc coated copper - �p roof w/ I- "drip edge. Second -Floor +31'-0" _ _ _ _ _ Zinc coated copper Canopy - - - - -- - - - - - - - - - - - - - - - - - - - -- - - --------- - - -- - - - - - - - - - - - Pion + 27_.2'- - — - - - - - - - - - - - average grade + 10'-0" 0 — _ Maibec eastern white cedar — light gray 11213C 18"perfections w/s.s.nails.. First Floor +20'-0" - - First - - $ation + 17_2. verage grade southeast property line \OF Nia _.__--- -- _ -- Basement.,+9,-2 1/2" Proposed New l GAFF 40'-0" Prestandrea WEST BUILDING Residence 1 4"' -0 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title Elevations Dwg.No. A-204 EWE Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a *Western Cedar shingle 18"Perfection w/s.s nails. dimension is needed that does not exist on thedrawings,contact the architect for 3 *ice @ f f 1information. } • . n ase o roo itiona ui rng e t and water shield protectio b add' ' *3/4"cdx plywood sheathing 2 x 12 ridge *2x 10 rafters @ 16"o C. REVISIONS Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter BEDROOM BEDROOM *6"closed cell spray foam R-42+1/2" gypsum board # 2 # 3 TYPICAL EXTERIOR WALL ASSEMBLY --- *Maibec eastern white cedar 00 i light gray H213C 18"perfections. — * 15#bldg felt or'tyvek' • * 1/2"cdx plywood sheathing (plywood must be o continuous from foundation sill to top of top wall plates. o *2x6 @ 16"d.fir wall studs *2"closed cell spray foam(R-14)+R-13 Performance batt insulation(R-27) Fr 7 i "RC _ ] * 1/2" gypsum board r—I r i r-1 TYPICAL FRAME OVER GARAGREFLOOR ASSEMBLY: I *tile/wood floor finish BEDROOM# 4 BATH 4 *J"cdx plywood sub-floor glued and nailed to joists BEDROOM # 1 BATH 2 BATH 3 *11-7/8"X 1-3/4"TJI floor josts @ 12"o.c. 11 7/8"TJI x0 560 @ 16"OC 11 7/8" TJI®560 @ 16"OC *5/8closgypsuminsulation board a .� PANTRY ` MUD GARAGE R KITCHEN DEN LIVING '11 7/8"TJI©560 @ 16"OC 11 7/8"TJ10 560�@ j"6"OC 11 7/8"TJI©560 @ 16 OC ,-r \\\\\\\\\\\\\\\\ \\ \M \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ /1\\RN 'S'a \j\\j\\j\ IV \j\\j\\j\\j\\j\\j\\j \\j //\\//\\//\\//\\//\\//\\//\\ >\\//\\//\\//\\//\\/ / /\/\/\/\/\ \/ /\/ / /\//\//\//\/ \//\// \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /// REC. ROOM MECH. STORAGE ' //\//\//\//\//\//\/ -9,, 02,8 55 OQ` \ \ \ \ \ \ \ \ \\ \\ \\ \\ OF N E\, GYM \ /\//\//\//\/TYPICAL FOU N DAT ON \\ \ *2x6 acq plate //\\//\\// * 5/8"x 12"anchor bolts /\//\//\//\//*termite shield w/sill sealer AREAWAY �\j\\ \j\\j\\j\ \\%\\%\\%\\%\\%\*footing. e x 10'height p.c.fnt.wall on 20"w x10"h p.c. Proposed New \\ \ \\ \\ \\ \\ 2 to key *waterproofing("marflex"or similar). /\\//\\/*MAX 3.75 RW by Insofast insulation system on Prestandrea //�//1// // // // // foundation walls /\ \/\/\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ 4„ p.c (3500psi) garage slab \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Residence \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\ w/ 6x6 10/10 w.w.f lopped and wire \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \// //\//\//\//\//\//\//\//\ over 6 mil poly vapor barrier \ \\ \\ \\ \\ \\ \\ \\ \\/\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ 45 0 Basin Rd. � \ //\\//\\//\\//\\//\\// /`* 2" expansion XPS foam \ \ \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \/\/\/\/\/\/\/\/\�* 4 compacted sand fill \ \/\/\// Southold, NY \ insulation around perimeter of basement walls. /\\ \ \//\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\//\\//\\ \ //\/�\/ \ �j\ //�j\\j�\//\//\//�j\\//\//\\//\//�j\\//\\/ Kathryn Fee, A.I.A. Architect 69 C Main Street Building Section Sag Harbor, NY Date : 12-4-2023 Scale : 1/4"=1'-0" Title LLI Sections Dwg.No. A-301 U . Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. TYPICAL: *Western Cedar shingle 18"Perfection w/s.s nails. DO NOT SCALE THE DRAWINGS. If a *30#building felt dimension is needed that does not exist on *ice and water shield protection @ base of roof *3/4 the drawings, ontact the architect for * cdx plywood sheathing ` additional information. 2 x 12 ridge *2x10 rafters @ 16"o.c. *Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter REVISIONS *6"closed cell spray foam R-42 * 1/2" gypsum board 1 STAIR HALL#2 TYPICAL EXTERIOR WALL ASSEMBLY *Maibec eastern white cedar BATH light gray H213C 18"perfections. * 15#bidg felt or'tyvek' 4_" * 1/2"cdx plywood sheathing (plywood must be '_ • ' _ . continuous from foundation sill to top of top wall plates. *2x6 @ 16"d.fir wall studs t2g r *2"closed cell spray foam(R-14)+ R-13 Performance batt insulation(R-27) * 1/2" gypsum board I TYPICAL FRAME OVER GARAGE FLOOR ASSEMBLY: *tile/wood floor finish *4"cdx plywood sub-floor glued and nailed to joists HALL *11-7/8"X 1-3/4"TJI floor josts @ 12"o.c. BEDROOM# 5 WIC #1 #1 *5"closed cell spray insulation(R-35) *5/8" fire code gypsum board 11 7/8''TJI®560 @ 16"OC 11 7/8`'TJl©560 @ 16"OCR <11 7/8"TJI®560 @ 16"OC L , ,\ I I = g LLL tread °° s , POWDER shelving shelving DEN 'y unit t.b.d. I I unit t.b.d. I HALL I I I I DEN GARAGE @ @_. .. @ 16"OC .11 7/8 TJI®560 16 OC .111 7%8"TJI®560 16"OC 3 11 7/8 TJI®560 \/\/\/\/\/\/\/\/\/\/\/\/\/ treads \zz%/%//% . � TYPICAL FOUNDATION: /\ \ \j FOF NE`l`ly \ \ \ *2x6 acq plate \/\/\ * 5/8"x 12"anchor bolts termite shield w/sill sealer /\\//\\/ BATHROOM#6 REC. ROOM GYM AREAWAY / 10 wide x 10'height p.c.fnt.wall on 20"w x10"h p.c footing. / / Proposed New\/\\/\\ 2"x4"key /\/\ ,. -: / *waterproofing("marflex"or similar). / MAX 3.75 RW by Insofast insulation system on \ \ i \' \ V \` �' \ \' \' \` r' \` \' \` \` \ \' �' \ \' Prestandrea foundation walls (R-15.9) \//\//\//\// // //\//\// //\//\//\//\//\//\//\//\//\//\//\//\// //\//\//\// //\// //\//�//\//\//\//�// //\//\// // //\//\// //\//\//\// //\//\//\//\//\//\//\//\//\//\// // // // // // //\// // // // // // // //\//\//\//\//\//\//\//\// . ./\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\\/\\/\\/\/\\/\/\/\/\\/\\/\\/\\/\\/\\/\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ y\y\y\y\y\y\y\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\/\/\/\\j\/\\j\\j\\j\/\/\/\/\/\/\\j\\j\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 1 Building Section 69 C Main Street Sag Harbor, NY Date : 12-4-2023 Scale : 1/4"=1'-0" Title Sections Dwg.No. A-302 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written . consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not TYPICAL ROOF SYSTEM directly specified or shown in the drawing. *Western Cedar shingle 18"Perfection w/s.s nails.*30#building felt DO NOT SCALE THE DRAWINGS. If a *ice and water shield protection @ base of roof dimension is needed that does not exist on } *3/4"cdx plywood sheathing the drawings,contact the architect for *2 x 12 ridge 2x10 rafters @ 16"O.C. additional information. *Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter REVISIONS *6"closed cell spray foam R-42 *1/2" gypsum board TYPICAL EXTERIOR WALL ASSEMBLY *Maibec eastern white cedar — light gray H2BC 18"perfections. * 15#bldg felt or'tyvek' BEDROOM * 1/2"cdx plywood sheathing (plywood must be ` # 3 continuous from foundation sill to top of top wall plates. ` *2x6 @ 16"d.fir wall studs ` R *2"closed cell spray foam(R-14)+R-13 Performance batt _ ' insulation(R-27) ri * 1/2" gypsum board STAIR __ TYPICAL FLAT ROOF SYSTEM HALL z * EPDM membrane roofing system #2 * 1/2" high density pitchboard roof insulation LJ *3/4"t&g cdx plywood roof decking-glued and nailed to joists * 2x10 joists @ 16"o.c. 11 7/8"TJI©560 *6"closed cell spray foam R-42 *2 gypsum board ceiling PANTRY TYPICAL FRAME FLOOR ASSEMBLY- *tile/wood floor finish *J"cdx plywood sub-floor glued and nailed to joists STAIR i *11-7/8"X 1-3/4"TJI floorjosts @ 12"o.c. HALL ' *3"mineral wool J"gypsum board ceiling i TYPICAL FOUNDATION WALL: ` *2x6 acq plate \ MICRO * 5/8"x 12"anchor bolts *termite shield w/sill sealer *10"wide x 10'height p.c.fnt.wall on 20"w x10"h p.c. ` DINING footing +MAX 3.75 RW by Insofast (R-15.9) *2"x4"key * waterproofing("marflex"or similar). ;11 7/8" TJI©560 @ 16"OC /////%//%//%//%//% // /%//% % % % % % f;r // , \j • . • • • , / /\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j \j \\j \//\// \// \// STORAGEXY \//\// //\ '\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/ //\\,/\\, - • �/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ �\ \/\/\/\/\/\/\/\/\/\/\/\ \/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ / yVI X / / / / / / / / / / / / / / / / / /.� / / // / / / / / //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//� , Proposed New \/\\/\\/\\/\\/\\/\\/\\/\\ \ \ \�'\�`\ \ \ \ \ \ \\�\\�\\ \��\X�\\�\\`\\/,,/,\ � \\�\��\��\��\��\r�\\ \ \� \��\��\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/� ' //\/, \ \/ \/ /��/� �� /, X/"X'X/�X/"X'X��/��/\/,\��/,�/,\/��/��/,�/�\/�\/,\/,�/�//fir Prestandrea \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \��\� \ \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\! Residence /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i / / // /i /i /i /i /i /i /i /i /i /i // /i /i /i /i // /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Building Section -3� t�4•-t —o- Date : 1-16-2024 Scale : 1/4"=1'-0" Title Sections Dwg.No. A-303 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work LJ or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. TYPICAL EXTERIOR WALL ASSEMBLY Error or Omissions in the drawings which * Maibec eastern white cedar are clearly necessary for the completion of 5/8' firecode gypsum board. light gray H2BC 18"perfections. e workor its appurtenances shall e 2xs *15#bldg felt or'tyvek' 2X6 considered to be included work although not ACQ — 2X6 sill plate over YORHSHIaD termite shield (or equiv.) ACQ — 2X6 sill plate over YORHSHIELD termite shield (or equiv.) over DOW (or equiv.) sill seal.. *1/2"cdx plywood sheathing (plywood must be over DOW (or equiv.) sill seal.. directly specified or shown in the drawing. flooring material continuous from foundation sill to top of top wall plates. flooring material 344" PLYWOOD *2x6 16"d.fir wall studs 3�4' PLYWOOD DO NOT SCALE THE DRAWINGS.If a 3 min. close cell spray foam. 0 rim joists. @ 3 min. close cell spray foam. 0 rim joists. ' rim joists. *2"closed cell spray foam (R-1� + rim joists. dimension is needed that does not exist on p.c. slab (3500psi) garage slab 5/8' galvan. hooked anchor bolt 0 36' o,c 12" from comers. R-13 Performance bait insulation (R-2� 5/8' galvan. hooked anchor bolt 0 36' ox 12'from comers, the drawings,contact the architect for w/ 6x6 10/10 w.w.f lapped and wire _ * 1/2" gypsum board additional information. over 6 mil poi vapoe 6m'er�— — — 2' expansion XPS foam + 4' compacted sand fill REVISIONS 1'exponsion joint around perimeter. 11-7/8'TJI 560 0 16" o.c. 11-7/8"TA 560 0 16' o.c. d 1/2" gypsum board drywall. soundea mg insulation. ° 1 2" gypsum board drywall, soundeo ing msu ion. 7 II a . II '� �:,;:\. ;, •' continuous fire blocking R continuous fire blocking 3/4'dia.smdth do welt \\\ ` \/\ \\ \ x 1— 016%o.c `�\ \\/\� \/ \ \ \ \\ \\\\� \\\ ° G \�\/\/\\� \\! //\ ' \\/\% \\\\� '/ \\/\` / ' / v. 10' CAST—IN—PLACE CONCRETE %\\/\ \/ \ / ' ° 10' CAST—IN—PLACE CONCRETE �\\ \\/`\' \j\\\. \\\ \\ \\\ \\\ \\\ \\j WALL 4000 psi, \/ \// // /j .d WALL 4000 psi. / / \/ \ / #5 rebar @ x 36 o,c / /// �// '/ vertl al rebar @ x 36" o.c \\/ /\/\i vertical, \ \ \\ \/ \\\d \/\\/� \r a N \ / \, • \\�\/\�/\/ a /\�/\\/ \\/\\/\\/\/ #5 rebar @ x 24 o.c / #5 rebar @ x 24 o,c \\� � horizontal relnforcement, \\/\\/ \/\\/ \ horizontal reinforcement. ' " ' // A keyway, /� \'/ p keyway, \\' \ \\ \\\ \ , \` \\ \ \` \\ \\` \ D \\/\` '' \ / \/ V expansion XPS foam. / '\// \/ \�' \ 1 expansion XPS foam, ' \ /' / ##5 rebar @ 24' o.c„ // // // \; p #5 rebar @ 24' o,c,. \\/\ \\ \ a . 1:3)#5 rebar \ \\/ \\\! \ \\� \\\ \', ° (3)#5 rebar structural column. +:f, \_� t r'a� ;`'`,� \ i \/\\ \ along footing, /\/ \/\ ' \/ \/ / P along footing. column base. \, \/\/\•\/ /\ \ \ \\ \\ \ D 1/2' expansion XPS foam, �'?�}�M� �'1 /\/\/ \ \\ \ \\ ,\ #5 rebar @ 24 o,c„ +y \/\/\j\.// \/ W#5 rebara;� / / a C❑NCRETE S❑LID FLAT SLAB / / / / / / / o CONCRETE SOLID FLAT SLAB \// \\/ `� ' ° 2' expansion XPS foam \ `\ \\ \ / 2' expansion XPS foam along footing, ^t v \ / \ /\\/\, \\\\ \ \ ° 4 C❑NCRETE SOLID FLAT SLAB \�_• i aay 6 mil poll \//\//\/ ` ,/ / p CAST-IN-PLACE CONCRETE \ r; / / a / / / \ /j\ / Dr 6 mil oil F❑OTINGL 4000 psi. Radiant Heat pipes, \\ op /\\/\\�\� ° a \ \\�\\/ \ 2' expansion XPS foam + 6 mil poly. \ /. , ° t.o. slab +4" _ % ' //, '/'/ '//\'/ '/ ''// '�� / /\ ; p / l'/\// //' // //\ // //\ �� /,/ \\ \ 'j\\ \ a�j\\' `/'; \ \ / Proposed New \/ \/\\\/\ /\\\/\\\\ \X/ \\/\\/\�\\\" \\ \\ \\ \\\ ° ° \\, \\ \\\ \\ \\ \ \\ \ \\ ' \\ \ fi b 6 ootm ' a d 4 " / // ///\// /j / /\/ '/ \/� \ � \/ `/ ��/\j�//\//\//\//\ / ;/� �r/\//�/%� ". , ", ; " j''\// � �\�/�\�\\/\\ � \1 \ � • , ; \ . \ \\ \. ,\\ \\ , \ \ Prestandrea / / / \/\/\/ \ \ \ \ \ /\/ /\/\, \\ / \/ \/\/\/ r / ,/, \ / / // / \/\ ' \/ \% \ \\ \ \ / / /. / / / Residence \/\�/,�`� \ \ ..• .\ / � /, \ \ \ \ \ .,, \ �,• \, � ,, \ \ , \ \ \ \ � � \/ \,' \/ `/ ��/ \ \/ \; /\%\/\/ •`/ \//\/\// 450 Basin Rd. \ \ \. \ \ \ \ \ \\ \ \ /; \\/\ \ \ \ \ ;\ / \/\,/ /\/\//\ \ \ \ / / \, \ \ \ \�\\\ \/\/\� Southold, NY \ \ \ \ \ \ \ ; , ,r\ \ \\ \/ \ \ \ \ \\ \ \ ,/ /� /�\/\, \/\/ /\/\\'\ \/\i\\ \ \�\ \\\\/\ /\\\\\\\\\\\/\\\�\\\\' \/\/\ �,/\/�/.%�/ `\ '�/ ;��/�/�/ /\�\� Kathryn A.I.A. \\ \ \\ \/ \ \\ \\\\ \\/\\ \ \ , , \, \ / \ !\. \ \ \ \ ,\ \ \` \� \� \\ \// / �, // //, / , \//\// \// /j� /� / / Kat Fee, // ,/ / /�// // / // ,/ /, \// /� //i'/i '/\// /\'// '/,/ // // �,/ /� /' //, // / // ! \\\ �� \\ \ \\\\'\\, .•\ \ ,\\\ \\\ ,N ,\\ \\ \ \ \.� ��\ \�\.�\/\ \\/\\�\\/\/\\ \\/ \\\\ ` \ \�, \\/\\�\\��.�\;�\\�\\\\\/\/\\�\\ //��/\j,\/j\// /� /; \// ,// // .//`�'`�j;// Architect 69 C Main Street Sag Harbor, NY Date : 3-20-2024 Scale : v4"=F-o" Title 8 foundation wall— garage slab foundation wall TYP. column footing Detais Dwg.No. A-501 Notes: WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE I .O. MARK TYPE MANUFACTURER MODEL LOCATION U-value Notes Width HEIGHT MARK MANUFACTURER T SIZE Location (� 100 8'-10 1/ 8' DOUBLE HUMG MARVIN ELEVATE C3)CN3672+C3)CN 3624 DEN ,270 -- Type 101 5'-6" 9' DOUBLE HUMG MARVIN ELEVATE CUSTOM DEN HALL ,270 TEMPERED WD HGT 102 5'-6" 9' DOUBLE HUMG MARVIN ELEVATE CUSTOM DEN HALL ,270 TEMPERED D- 1 tbd pivot entry door w side lights 7" 9 " Entry 3 103 6'-0" 6'-0 3/4" DOUBLE HUMG MARVIN ELEVATE (2)CN 3672 LIVING ,270 -- D-2 TBD ara e door 8 16 9 1 8" Gara e Ownership and Use of Documents: 10 4 3'-0" 6' DOUBLE HUMG MARVIN ELEVATE CN 3672 POWDER .270 -- >> These drawings and specifications including 105 5'-10" 17'-5" DOUBLE HUNG + TRANSOM MARVIN ELEVATE CUSTOM STAIR WELL 270 TEMPERED D-3 TBD garage door 8 3 1 6 9 1 8 Garage g represented ,_ # ,_ „ __ D - 4 TBD garage door 8 3 1 6" 9 1 8" Gara e the ideasandarran arrang the ements architect. 106 6 0 6 0 3/4 D❑UBLE HUMG MARVIN ELEVATE C2)CN 3624 GARAGE 270 therein,arethe becoyo,discldisclosed to part therof shall be copied,disclosed to 107 11'-11 5/8" 6'-0 3/4" DOUBLE HUMG MARVIN ELEVATE (4)CN 3672 DINING 270 -- D-5 tbd Hinged Single 2 1 2" 7" Powder others or used in connection with any work 108 6 -0 6 -0 3/4 DOUBLE HUMG MARVIN ELEVATE (2)CN 3672 DINING 270 -- or project other than for which the have D— 6 Marvin Modern triple sliding door 11 9 Kitchen been prepared without the expressed written 200 3'-0" 5 DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 270 TEMPERED D- 7 Marvin Modern Sliding four panel 1 ' -4" 9 " Livin consent of Kathryn Fee Architect P.C.. 201 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 270 TEMPERED 202 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 ,270 D-8 - - - - 1 1 " 9 " Den ar cleor rlynecessaryfrthecompletion on the i pletigs o co are clearly necessary for the completion of 203 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 HALL # 1 ,270 -- the work or its appurtenances shall be 204 6'-0" 6'-0 1/4" DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 WIC # 1 .270 -- considered to be included work although not directly specified or shown in the drawing. 205 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 5 ,270 -- 206 2'-6 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BED # 5 270 -- DO NOT SCALE THE DRAWINGS.Ifa dimension is needed that does not exist on 207 2'-6 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BATH # 5 270 the drawings,contact the architect for 208 2'-6 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BATH # 4 ,270 additional information. 209 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 4 ,270 210 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 4 270 -- REVISIONS 211 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BED # 4 ,270 212 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 3 ,270 -- 213 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 3 270 214 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 2 ,270 215 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 2 ,270 -- 216 9'-0" 6' DOUBLE HUNG MARVIN ELEVATE (3)CN 3672 BED # 1 ,270 -- 217 6'-0" 5' DOUBLE HUNG MARVIN ELEVATE (2)CN3660 BED # 1 ,270 -- 218 6'-0" 5' DOUBLE HUNG MARVIN ELEVATE (2)CN3660 BATH # 1 270 B01 8'-11" 6' AWNING MARVIN ELEVATE (3)CN3672 GYM-BASEMENT ,270 -- B02 6'-0 1/2-" 6' AWNING MARVIN ELEVATE (2)CN 3672 MEDIA-BASEMENT ,270 -- B03 3'-0 1/2 2'-6 1/4" AWNING MARVIN ELEVATE CN3730 BATH # 3 ,270 Marvin SLD 8" muntins w/ spacer bar stainless, low E w/ Argon , primed interiors, jamb depth C.T.V. ROOF 4" V.T.R. 4" V.T.R. 4" V.T.R. 411c:� �6,`D MASTER BATH #1 BATH 2 BATH 3 LAUNDRY -4- _— _ BATH 4 BATH 5 1" V 1" V 2" V�' 1" V - 1" V -T I r — „ I � V 1" I _ y 0� s 2 V I 1"V I #� 1"V 12" V I I I #� 1"v �c 2" V I #� 1"V �2" V ?85 I �� O � 5 Q` LAV EAV ( I I EAv I LAV I LAV I EAv - �F N E`N we i I I 11" v we i we 1" v I WASH i J 1" V we 1" V SECOND FLOOR TUB I SHOWER i ►SHOWER I SHOWERI I SHOWERI SHOWERI ----------------- ------ ----- ---- --- - ------ --- ----- ------ ----------- --------- --- --- 3„ - " 3„ -- Proposed New 2" 2" 3 3" 2 3„ 2" 3" Prestandrea KITCHEN J-- — _ _ PANTRY POWDER I SEASONAL BATH Residence I r I � — ' � � — , 450 Basin Rd. I I I ill i I I I I I I Southold, NY 4" FRESH 1" V i 1" V 1 V i 1" V I I I ( AIR VENT we V YY r — — — - Kathryn Fee, A.I.A. 'ISINK DW SINKFIRST FLOOR I -'�„ Architect - - -- ----- -- -- -- -- -- -- ----- --- - - ------ -- - --- -------- - -- — ---------------- - --- --- -- ----------------------- - " 2" 2" - 3„ 2. 2. C.O. TO SANITARY SYSTEM APPROVED 69 C Main Street LL BATH #5 Sag Harbor, NY 3"i X.H.C.J. HOUSE TRAP I \ 2" v 1" v,¢ Date : 1-17-2024 EAV Scale : 1/4"=11-011 we Title BASEMENT I SHOWER ----------------- ----------------------------------- - - --- -- --- ------------------------------------------------------------------------------------------------ 3" 3 2' Schedules Dwg. No. 3" Eject A-601 Pump Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No A- 03 part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written I consent of Kathryn Fee Architect P.C.. 1 Error or Omissions in the drawings which are clearly necessary for the completion of _____________I______________________--� the work or its appurtenances shall be ------------ i ! R I considered to be included work although not directly specified or shown in the drawing. 1 is --------------------I------------------- , I I 1 I I DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for additional information. I i•: I I I I I I I : :; I I '�•' I -------------------------------------------------------, REVISIONS ------------------------------------------------ T'=+tie- is-?•.`— '.�tr-. 'r .=—''�:��.e—. I I r" •• I r4. -------------------------------------- � I J , t L _ —__________ ------------------------------------------------------ j `•_' i�.�''.:a "".' - ;.' •"�• '_:� :.'. •�'•t.�:��' i I .•. I M DIA � I I •,�' I 91-011 18'X 22' — ----------------- -------- --- — I I . : :•• I 1 .':. I I I ---------� i I I I A-I3 01 II i _`.�_�;: -II i---- f tII—.' "�' IIIIi d !III - - - - - Iiji •y'r,".*:t - Ii1i - - _ Ii I1II ;.•ii, "• -IIIiI II' -- - -ceiling C height t -- - - Ii ---iI - -- - - CH. 12'X16'-3-"- - - - - -ST-O- GE 9'-911 9'-91' ceiling ei -h tceiling height ng GYM L15'10"X18' —�i 9-9 ME ceiling - -- -- --rIII1 - ,.`•t 4 --tIjI1 height EGRES i i i I i ;'�•;• I I I I �.' --------------� .;.: I I I I I I I I 1 3 3 I I •; I I I I `-tt--•-III ••~,• •y.• ,i• �•y F'� ' I I I I I g L---- " I I I 1 I I L-------J i B-1 S B-4 ::. ..i I I ' A-302 L------------- 1 ----------------- — I L--- �- ------—-- -------------- I ----------------———� L ------FRI ------------------------------ A I I .:....'. .,.;l�. :'. : r'- . '._.: :' I\ I I ; + :es. ,. :, r: , I y O I 1 I I I I I A-301 \G'/ c��R 1 IV Ys; L I L------------------------------------------------------J I I I I 1 I I I 1 I I I I I [!j ` Cn L------------------, ` ' - -------------, - - - I I Z- -I I��--I-- - I - I--- ram:: -I -- B2 - I !BAT 00 S - _ 1 r-r_ _ r I _ 1 _i -1----I- r1 I I I C7 �'-0" eiling he' ht EGRESS - - - - ---------------------- L--------------------J 023855 ¢ ;r; ,. ------- ------- ----------- I ;-; ------------------------------------------------J , �OF NE� L-------------------------L----------------------------------------------I I L L-------------------------------------------------------- Proposed New I I Prestandrea Residence i 450 Basin Rd. A-303 Southold, NY 1 ELECTRICAL SYMBOL SCHEDULE Kathryn Fee, A.I.A. =Q= DUPLEX RECEPTACLE TYPICAL SWITCH @ 44"A.F.F. O UTILITY LIGHT <w IMF FAN WITH LIGHT FC FAST CHARGE OUTLET Architect (TYPICALLY CENTERED IN BASEBOARD) G.F.I. DUPLEX RECEPTACLE GROUNDED RECESSED SHOWER LIGHT FLOURESCENT FIXTURE 69 C Main Street EF EXHAUST FAN o W.P. OR WATERPROOFS 3-WAY SWITCH @ 44' A.F.F. - Sag Harbor, NY ® DUPLEX RECEPTACLE -(S SURFACE MOUNTED J-BOX Q EXTERIOR FIXTURE UNDERCABINET LIGHT CLOSET LIGHTS (jamb switches) (FLOOR MOUNTED) 'T' � ate : 1-31-2024 ® SPECIAL PURPOSE APPLIANCE OR -(C} CHANDELIER SCONCE TO HANG FROM CEILING TRACK LIGHTING Scale : 1/4"=1'-0" EQUIPMENT OUTLET Y CEILING FAN w/SPEED CONTROL& LIGHTS Title 0 CAT 6 -0- HANGING LIGHT T WALL SCONCE SMOKE&CARBON RECESSED DOWNLIGHT POOL LIGHT (� MONOPOINTS WALL WASHERS Basement Electric 0 TV OUTLET 4" CANS-LOW VOLTAGE LED 'i' Dwg.No. E- 101 I Notes: M M M I I I I P I I I POOL I P I Ownership and Use of Documents: eck These drawings and specifications including the ideas and arrangements represented do therein,are the property of the architect.No SPA I part therof shall be copied,disclosed to w others or used in connection with any work or project other than for which they have pool cover. been prepared without the expressed written --7=_ -- consent of Kathryn Fee Architect P.C.. --------- -------------------- ---------- ----i P P pool lights. \ \\ r — -- \ \ _ _ — — — — __ M Error or Omissions in the drawings which Igo- 01i ///' I `\\\ \��)� are clearly necessary for the completion of — — — —_ ` the work or its appurtenances shall be Iu —— — COVERED I SK SK / E------------------- ---------------------- ---------- considered to be included work although not III I �--- ----- � g In ICH / I _ . A-- E E I l directly specified or shown in the drawing. II'I / I DECK / i D GRILLE t I I DO NOT SCALE THE DRAWINGS.If a / I 5 / I ceiling h ight 1 i SEASONAL i dimension is needed that does not exist on x 4 mahogany deck boards I I I 1 i 4 g y I I I I wDER I / the drawings,contact the architect for 41HHOWER TDOOR additional information. Ii ref. E E I� I REVISIONS I -- 1 _ — — — —— —— — — —=————-- - E Ext ----------------- FC tn I LIVING , - ---C-- --- -- /�— — --- --- ---- — -- nceiling height �/ I KITCHEN , �1 I97 U / i / ® / 1 A-/ \ Ong height to I I FO // I \ I \ 3 PLANTING I % $e rs _/ \ ovens / I ---- 36"cab. 1 DEN / BED cathedral ceili / F0 I za° I za' j I C w 4"I`tl 4 i' 18'�`�. .I. 1 drawers I I \ wine S � _ICI-- MUD I 1 F I FO / I C —1i 31 t 1 � n �- 34"w 2"d li ht ? \ I \ 0-FJ• \ 34'w I I I 4"w M o ceiling h �t EA I I (landscape g ) coup ertop I I I N b w/microwa�e (tile floor) ` I I—'------ ---- - I I \l � I —�tl G.F.I. — -- I - - - - — � - - ---�--- - - - - --i - -�-- � M-301 36"cooktop 36"ref. 36"cab. �I( L tray \ I GARAGE S I provide 5/8 firecode / I 24"cab. rs we s 24"cab. gyp. bd. I � > \ \ ' Fo_ "� I ( PANTRY 32' of \ throughout E \ — ----------------- — — — — / I / I 101 -011 _ M closet countertop closet — � I ---� P I 3 ceiling height / \ DEN HALL i l / 3 \ \ ; � lo'-o" ; 1 I 1 I ,I STAIR HAL —1 \\\ II I 1 height I \ �� I ------------------ " i# I ilingheight \ i \� _ — r----------------------- A 02 1 I / I I / I I I I — - - - - - - - - - - - - - - -- - - — 1 - - - - — - - - - -- -�- - - — - -\\\ L— I 3 3 I Aluminum safety grates — / I/ �� G.hJ � I � I /�� w/egress ladder. � I I / I ._ � � rX r N tbhtds in shelves -- / I `� ENTRY /// � j �— — — — —— o —— i—— I M-301 <C/ C�� .`� ' IQ - - POWDER a height - - I 9'-6\ i cry A6 Aluminum safety grates ceiling height w/egress ladder. tiJ� / — KP ; _ \ OF N ara L------------------------ j \ FC -----J E E \\ ROOD I P Pro osed New I ENTRY P&ZI — PATH I Prestandrea Stone I Residence I 450 Basin Rd. A— 03 Southold, NY Kathryn Fee, A.I.A. ELECTRICAL SYMBOL SCHEDULE Architect 69 C Main Street DUPLEX RECEPTACLE TYPICAL SWITCH @ 44"A.F.F. O UTILITY LIGHT <wOF FAN WITH LIGHT FC FAST CHARGE OUTLET SagHarbor NY (TYPICALLY CENTERED IN BASEBOARD) G.F.I. DUPLEX RECEPTACLE GROUNDED 3 3-WAY SWITCH @ 44"A.F.F. RECESSED SHOWER LIGHT EF EXHAUST FAN o FLOURESCENT FIXTURE Date : 1-31-2024 W.P. OR WATERPROOF ® DUPLEX RECEPTACLE -{S SURFACE MOUNTED J-BOX (E� Scale : i/4"=it-o^ ( FLOOR MOUNTED) YY Y EXTERIOR FIXTURE UNDERCABINET LIGHT I --� CLOSET LIGHTS Qamb switches) Title SPECIAL PURPOSE APPLIANCE OR -(C CHANDELIER SCONCE TO HANG FROM CEILING TRACK LIGHTING First Floor Electric EQUIPMENT OUTLET Y CEILING FAN w/SPEED CONTROL& LIGHTS CAT IS -0- HANGING LIGHT T WALL SCONCE SMOKE&CARBON X Dwg.No. �N TV OUTLET RECESSED DOWNLIGHT (p1 POOL LIGHT (M� MONOPOINTS 4 CANS- LOW VOLTAGE LED Y T WALL WASHERS E- 102 8 HEAT DETECTOR BY CODE Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No A— 03 part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. I I Error or Omissions in the drawings which I are clearly necessary for the completion of the work or its appurtenances shall be I I considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for additional information. I �1 1 <60, REVISIONS A FA / I � BEDROOM#4 G.F.I. 9'- i gh BEDROOM# 1 tray ceiling cathedral ceiling i TH #II I I I BEDROOM#2 � I �-� BEDROOM# 3 eil�n hei i -----------. ------ i ---n- - -- ir- I -I ---------------- cathedral ceiling 9_0 -o �a I cathedral ceiling I L J L ' -� — — `-J iKng heigh ceiling heiglft� - 3 _ Y \ � II i N, ul; n <0> ------ -- ---- I I , i D SD ceiling height ~ II , ii rr n iI 4 u Y I � 3 A-301 SD ------------ ------------ I SD r.' LA9UNDRYM S 9p# I ceiling height-------- -- i ceilinghe' ht G.F.I. I / G.F.I. Sceiling height I \ I BATH# 1 to er mote i -----J liALL / i >�ATH#5 I�athedralceiling tt exhaust. ---- g_p \9-O c�ilip height Y 1 / oiling height o I \ i p STAfRli�L##2 to remote\ \ / ceiling height \ sloped ceiling \ exhaust. g g I \ A-302 - - -- - - - - -- - - -- - - - - - - - - - - - - - -J-- - - - — -- S S I n I / C A-301 WIC#1 \ / t4 4b low — I I 19 a height , I i — — — I — —! B1 hed OOMI ng .X y� q tray ceiling / ,� arc. k - - - - - - -� I --------- N yO �Fti\ I 1 0 I I I I I l I -— - Proposed New I Prestandrea I Residence 450 Basin Rd. A— 03 Southold, NY Kathryn Fee, A.I.A. ELECTRICAL SYMBOL SCHEDULE Architect DUPLEX RECEPTACLE TYPICAL SWITCH @ 44"A.F.F. O UTILITY LIGHT <wO FAN WITH LIGHT FC FAST CHARGE OUTLET 69 C Main Street (TYPICALLY CENTERED IN BASEBOARD) Sag Harbor, NY G.F.I. DUPLEX RECEPTACLE GROUNDED 3 3-WAY SWITCH @ 44"A.F.F. RECESSED SHOWER LIGHT EF EXHAUST FAN o FLOURESCENT FIXTURE W.P. OR WATERPROOF Date : 9-1-31-2024 ® DUPLEX RECEPTACLE Y SURFACE MOUNTED J-BOX Q EXTERIOR FIXTURE TI UNDERCABINET LIGHT CLOSET LIGHTS (jamb switches) (FLOOR MOUNTED) Scale : ii4"=1'-0" � Title SPECIAL PURPOSE APPLIANCE OR CHANDELIER SCONCE TO HANG FROM CEILING � TRACK LIGHTING EQUIPMENT OUTLET YY CEILING FAN w/SPEED CONTROL&LIGHTS 0 CAT 6 -(H�- HANGING LIGHT w WALL SCONCE @ SMOKE& CARBON Second Floor Electric Y Dwg.No. TV OUTLET J� 4" CANS RECESSED DOWNLIGHT LOW VOLTAGE LED POOL LIGHT (� MONOPOINTS �" WALL WASHERS SD SMOKE DETECTOR E- 103