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HomeMy WebLinkAbout48237-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT a � TOWN CLERK'S OFFICE ` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48237 Date: 8/31/2022 Permission is hereby granted to: Katsiris, Konstantinos 300 Rector PIA t 5Q New York, NY 10280 To: construct additions and alterations and legalize "as built" alterations to existing single-family dwelling as applied for per DEC, Trustees & SCHD approvals. At premises located at: 400 Lakeside Dr., Southold SCTM #473889 Sec/Block/Lot# 90.-3-3 Pursuant to application dated 6/2/2022 and approved by the Building Inspector. To expire on 3/1/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $824.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $197.60 CO-ADDITION TO DWELLING $50.00 Total: $1,072.00 Building r�spector 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 Niu0/"nvxv sqt, d( wv a' Date Received L w LII IIP VIII �) °j illi E ' � For Office Use Only PERMIT NO. Building lies ecton i Applications and forms must be filled out in their entirety, Incomplete - iUIl~MNEP"i applications ill not be accepted. i s not the owner,an TOWN OF Mi 10U...i Owner's Authorization form(Page shall be completed. Date:10.27.22 PROPERTY:OWNEIR(S)OF �. Name:D. Katslris & Melinda Orlie Katsiris C—TM 1000m90-3-3 Project Address:400 Lakeside Drive Southold Phone#:646-342-8489 I Email:melinda.orlir@gmaii.com Mailing Address:300 Rector Place Apt 5Q NY NY 10280 PERSON:CONTACT I, Name:Joan Chambers Mailing Address:PO Box 49 Southold NY o e - ail;® DESIGN PROFESSIONAL INFORMATION: Name:Lou Schwartz Mailing Address: & Ridgewood St. Bay Shore NY 11706 o e - Emaii:tiderunnereng@gmaii.com CONTRACTOR INFORMATION: Name: Mailing ess. Phone : Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Dother Will the lot be re-graded? Yes 9 No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property:same Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to �R-40 this property? 13Yes No IF YES,PROVIDE A COPY. ...................... .........._______ ...... 0 Check Box After Reading: Yhe otorm/covamctor/design profenional W resMumWo for A drahimp and stom water issues as pr dad lby Chvptw23fi*fth*Tmnono.APPWATION 15 HEREBY MADE to the Witift Department for the ksuance of a BuUng Porwn#t punuant to the Budding Zone Oydinants ofd*Town of southoW,suffalk,County,Now Yot and otherappileabia,Laws,Ordinances or Raguiations,forth@ construction of Widinp, additions,aliterations or fair mnavW"derndidon as herein desailmd.The appnt agmes to cornply widn aU appilcabie lwm,ordkoan Ibuddlww,g cod#, houshwi;cod#and mplations and tD adywok authodsed kopectom an prembes and in bugdIng(s)for irmensary 6nspsvtbom,Faise as to made herein are 1 punishaMe as a Cass A unfedtmeanor pursumn to SectJon 21OA5 of the New York State Periall Low., Application Submitted By(print name): Joan Chambers El Authorized Agent ClOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of indMdual sigrfing contract)albove named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworin before me this —day of 20_ Notary Public PROPLER1LOWNEE3 AUTHC Y I R I Z.A_jT,Q—N (Where the applicant is not the owner) Melinda Orlie-Katsiris residing at 300 Rector Place Apt. 5Q_ NY 10280do hereby authorize. to Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. 6/1/22 Owner's Signature Date Melinda Orlie-Katsiris Print Owner's Name 2 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes iiiilNo IF YES,PROVIDE A COPY. IR I: ri( Illi oAlter IIII e,adimkg: The r/ r,/d is responsihiefor andi~and amm by 236 of the Tom is WRW MAW to the Fk"ng Departrnent for the issuance of a Building Pennit puranuft to the Buffift Zone ardbunceoltheTowned5owholdSuf! New York and other applicable La=6 Ordnances or Regulatiom for the consbueflon of or for renmal or denudition as herein described.The appillcant agrees to w[th a0 applleahl lams,ordinances,bulklingi code, hoeft code and regulations and to admit andwortod hupedors on Premises and In bu )for necessary inspections.False smemerft made herein are punishable as a Class A misdemeanor pursuant to section ZUL45 of the New York State Pend law. App,icathm Submitted By,print )_Joan Chambers ffiftth �Agent Q Signature of Applicant: Date: 10.27.21 STATE OF NEW YORK) SS: COUNTY OF -- being duly sworn, deposes and says that(s)he is the applicant (Name of lndi i al signing contract)above named, (S)he is the (Contra r,Agent, rporate Officer, etc.) of said owner or owners,and is duly authorized to pd orm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 'f Q �P '20-Z4- daYo (fiotary Public TRACEY L. DWYER P RGII II1 Y ( i 1Q NOTARY PUBLIC,STATE OF NEW YORK 1 �� (Where the applicant is not the owner) NO.01 DW6306900 i QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2aQ'�d- I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by RE,Scheck-Web Software CompIIS I ance Certificate Project Orlie/Katsiris Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor. 400 Lakeside Drive Southold, NY 11971 Compliance: .3 r Then Code Maximum UA: 487 Your UA: 466 Maximum SHGC: 0.40 Your SHGC: 0.31 Better or Worse Than Code Index reflects close compliance the house is based on code trade-off rules. It DOES NOT pruirlde an esdmate of energy use or cost relativeto a c . 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. EnVeloge AssembiLea a 6 Ceiling: Flat Ceiling or Scissor Truss 1,997 28.0 1.5 0.035 0.026 70 52 Ground floor wall:Wood Frame, 16"o.c. 1,791 15.0 1.0 0.070 0.060 89 77 LR Entry door: Solid Door(under 50%glazing) 24 0.170 0.320 4 8 Mudroom to Garage: Solid Door(under 50%glazing) 18 0.170 0.320 3 6 Mudroom Entry:Solid Door(under 50%glazing) 18 0.170 0.320 3 6 Bed 2 Slid.: Glass Door(over 50%glazing) 96 0.300 0.320 29 31 SHGC: 0.26 LR Fix 1:Vinyl Frame 28 0.270 0.320 8 9 SHGC:0.34 LR Fix 2:Vinyl Frame 28 0.270 0.320 8 9 SHGC:0.34 LR Awn 1:Vinyl Frame 12 0.280 0.320 3 4 SHGC:0.31 LR Awn 2:Vinyl Frame 12 0.280 0.320 3 4 SHGC: 0.31 Off. Cas.W.:Vinyl Frame 18 0.280 0.320 5 6 SHGC: 0.32 Off Cas N. 1:Vinyl Frame 32 0.280 0.320 9 10 SHGC:0.32 Off Cas N.2:Vinyl Frame 20 0.280 0.320 6 6 SHGC: 0.32 Bed 1 Cas N. 1:Vinyl Frame 32 0.280 0.320 9 10 SHGC:0.32 Project Title:Orlie/Katsiris Residence Report date: 10/26/21 Data filename: Page 1 of 3 Bed 1 Cas N.2:Vinyl Frame 20 0.280 0.320 6 6 SHGC:0.32 Bath 1 Cas:Vinyl Frame 6 0.280 0.320 2 2 SHGC:0.32 Bath 2 Cas:Vinyl Frame 6 0.280 0.320 2 2 SHGC:0.32 Kit Cas 1:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 Kit Cas 2:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 Kit Cas 3:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 Sunroom 1:Wood Frame 12 0.300 0.320 4 4 SHGC:0.31 Sunroom 2:Wood Frame 12 0.300 0.320 4 4 SHGC:0.31 Sunroom 3:Wood Frame 12 0.300 0.320 4 4 SHGC:0.31 Sunroom 4: Wood Frame 12 0.300 0.320 4 4 SHGC:0.31 Sunroom 5:Wood Frame 14 0.300 0.320 4 4 SHGC:0.31 Sunroom 6:Wood Frame 14 0.300 0.320 4 4 SHGC:0.31 Sunroom 7: Wood Frame 14 0.300 0.320 4 4 SHGC:0.31 Sunroom 8: Wood Frame 14 0.300 0.320 4 4 SHGC:0,31 Finished basement wall:Wood Frame,16"o.c. 1,056 15.0 1.5 0.068 0.060 62 54 Basement to Utility Rm.: Solid Door(under 50% 17 0.170 0.320 3 5 glazing) Basement Entry: Solid Door(under 50%glazing) 20 0.170 0,320 3 6 Basement to Laundry Rm.:Solid Door(under 5V/o 17 0.170 0.320 3 5 glazing) Bed Cas 1:Vinyl Frame 8 0.280 0.320 2 3 SHGC:0,32 Bed Cas 2:Vinyl Frame 8 0.280 0.320 2 3 SHGC:0.32 Bath DH:Vinyl Frame 8 0.290 0.320 2 3 SHGC:0.31 Rec Room DH 2:Vinyl Frame 10 0.290 0.320 3 3 SHGC:0.31 Rec Room DH 3:Vinyl Frame 13 0.290 0.320 4 4 SHGC:0.31 Rec Room DH 4:Vinyl Frame 13 0.290 0.320 4 4 SHGC:0.31 Rec Room DH 1:Vinyl Frame 10 0.290 0.320 3 3 SHGC:0.31 Rec Room DH 5:Vinyl Frame 12 0.290 0.320 3 4 SHGC:0.31 Rec Room DH 6:Vinyl Frame 12 0.290 0.320 3 4 SHGC:0.31 Floor:All-Wood joist/Truss 1,997 28.0 1.5 0.033 0.047 66 94 W m....... ..... ..... Project Title: Orlie/Katsiris Residence Report date: 10/26/21 Data filename; Page 2 of 3 Compliance Statement- The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the: land y mqulren nts listed in the REScheck Inspection Checklist. Louis Schwanz 10/26/21 l5oil�- TitNe._..........._ .... .._ _..._ .. _..... ._..._.. ... . ...... .... _. m .;.. .. ..... ..m. . ._ ..._�....._�......�........ ... pa . .....�.�..�. .�.__ e�� to of Nr;p r— 7700E rES Project Title: Orlie/Katsiris Residence Report date: 10/25/21 Data filename: Page 3 of 3 NEW-YORK STATE DEPARTMENT-OF ENVIRONMENTAL.CONSERVATION DMilon of Eiwhrdnmentai Permits,Region I SUNY 0 Slohy Brook.50,.C1rde*Raad,Stqny Brobk NY 11790 P:(")444-0-365.1 F-(63t 444--0360. April 112, 2'622 K. Ka' tsjfls'.-& Melinda Arlie' 300 Red& Place Apt 5Q New.York, NY 10290 Re: Permit No. 1-4738-04911100001 ftsiris Property—400 1_6ketidd Drive,Sputh0d, NY 11971 S&M # 100=90=3-3 Dear Permittee: Ih conformance with,the requirements-of the.$tate Uniform Pr6cedutes Act (Article 70, ECL).and"its.'i'mplementing regulations (6.NYGR,R, Part 6210 we are enclosing your permit for,thereferEi.hced.'activity., Pli0a."carefully read all peernitdond.1tions and Special permit-cond itiOhS contained in the permit to ensure,compliance during the:term of the pe"it. If you-are .unable to ooenply with any p9nditions., please contact us-at the above, address. Enclosed,is 'a permit sign which is to be cpnspicqop,51y posted at the project site andprotected from the weather and 8 'Notice of Gammencem6nt/Cbrripl6tion of Construction. Spin l Danielle a o-Torre Environmental Analyst NMYOR ED;R rmentof Wlmy Jronjnifi al Conservation NEW YORK STATE-DEPARTMENT OP ENVIAGNMENTAL CONSERVATION Fieffity DEC ID 1-47.394487-1 N&0-.'No Right t6 Trespasg jbil NUrferie With RlpAiian Rights This pernift.does not conveyto.the permittooany righttauespagg upon the lab&or interfere-with-the riparian rights of others inorder t'perform the' itted work,nor ddes it abihorne.-the imp4nnent of b peft any rightg,fitle,or interest in real or personal ptoperty,held oir vested in a persdn.not a party to the " perM 'Page 8 Of a NEW. VORKSTAT9 DYWARTMENT OF ENVIRONMENUL"CONSERVATION Facility DEC-ID-1-473.8-0497-1 PERMIT Undervironmental Conseevation 'Law LECLL) '. Permittee and Fakill y'Inforination Pormit-Issued To: FlAity, MELINDA-KATSI RIS "KATSHUS.PROPERTY 3-60 R18CTOR.PL APT 5Q 400 LAKESIDE DR11000,90.3-3 NE,W YORK,.NY 10280 SOU OLD,NY 11971 Facility Ai tion Contact: JOAN C-HAMEES PO BOX49 $0'UTHQLD,.NY' 1.1971-0049 '(531)294-4244, Faidlity Lopatiew it SOUTHOLD in SUFFOLK QOY Facility Pricipal,Reference Point,. NYtM-E: 71S.837 NYTM-N.: -4545.58 Lq0tud.e:. 41*01'55.4'."Longitude; 71513M,$" Authorized Activity6. Ins.tallation-and maintcnance of an Innovative and Alternative-Onsite Wastewater Tieatmeftt System(UA OWT$)*tb bb�lade ari existing. "ti ' on re iddtit piopeit Suffolk in aqp system y it folk County.Vork, eludes the followihg activities in areas regulated by 6 NY-CRkPar.ts..66.1, 663, 666-and-fthoorary, 4ewatering, �ubject to Nil 602: --The exeavation nceessary to expose the existing septic system. -The removal of'some.or all compoftents o;f the existing,septic system. -17he itistallationof an Innovative,and Alternative Onsito.ft§tewatet Treatment,Systern mod6lwhich has=j*ved Provisional or General AJse Approval*by theSuffolk.Couniy Department OP Health Services, irfoluding"dllreqdirM akteribrdlec'trical and plumbin'g.w6rk1912.ind, if inclWed in the installation,of I anew,Pressurized,,Shallow OrainAteld. - The importatidn and placement of granular till or ofheka0propriAkfixll/sdil material(As'neeessary' to constructs functional' system) re"ired,ioxeplace�soils unsuited to,the proper iunctioningof the new VA OWTS and tops611 neves" to scapq the,cunapleted inkallaiion.'area.- -The-Uk.of a welip6intsystom for the tempo rary dowaiering necessay.y.-tb control the;groundwater lev61 in the excavated area during cbhstructiojq,and the,discharge of the,ground wderW the existing municipal stmot drainage system or surface, waters as detailed,in'Long Wand,Well TemporaryDewatering Permit Conditiqd§ 1-10'. MaihtOance,and repair tasks,; including as o 'eia ted expavatiexcavationbackfilling.and dewatering, for the s installed system such'as the replaccrnentaffiltettnediadrth6rop4irlreplacdttejito Wled.components. Page 1 of M-4 YORK STATE DEPARTMENT OF ENVIRONMNUL. CONSERVATION Facility DEC ID 1473844871 Construct new-accessory structures for existing.single-fam4y dwellings in the.Tidal Weiland AdjAcent Arm. Thb-'new.accessory sttuicturp/s( . 6 co urts. *Wfiplosincl ud6 erict sed.addiiioris,gmiges�tennis . swinuning,pools,spas,detks,terraces,patios,,carports)must-be located alninimum,of 75,feethmdWaild of the wOtlan' d boundary.All.work shall"be ire strict onforninqe,with the.attached site plans prepared by Tidtnmner Engirieering&.Design.on I./812.022,,site'plahs,,prepAredbyJoanChambt,,j� , lastre:aised,on'- .3/3/2022 .pr aced survey by Mph Heil.-op 6/24/2021. All stamped,"NYISDECApproved" on 4112/2022. SAP 1,9-1311-1-74 das Pefrmft ALUth.orikafions. Tidal Wetlands--Ubder Arficle.-25- PetrriitIl) 1,4.738--04871/00001 New. Poxmi't efive Date: 4/12/2022 Expirati6a.Date: 4/10,2021 NYSDEC .Approviil By acceptance of this pprmitj thpierniffte*agrees thit the permit is contingent updn,siriet compliance with the ECL,aII applicable regulations,and all conditions included as panto f this .permit,. Pemi'iA.'t. dml''nistrator:SREkRI L AIC E.. Dep4ty Permit AdminlWator. Alddtess: NYSDEC Region I Headquarters, 'SUN"°@,Stony BrookI50 Ci rete 1W Stony ropk,,,NY 1,1790.,-3,409, Biu hori zea Signature:: Date 12,1 -;W2-2- Distribution'Ll'st JOAN-CHAMBEIIS BMreau of Matinp Habitat Protection t• is NATURAL RmbuRun-PEPMt CONiNTION8 GENERAL CONDMONS, APPLY TO ALL ATjTI40PJZED PERMITS. Page'l of's NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility 14738-04871 NOTIFICATION E OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following TIDAL WETLANDS 1. Conformance With Plans All activities authorized is permit must be in strict conformance with the approveds submitted by the applicantorapplicant's f the permit application, Such roved plans were prepared by Tiderunner Engineering i 1/8/2022, site plans prepared by Joan e , last revised on 3/3/2022 and prepared surveyal ei 0n 6/24/2021. 1 Approved" on 4/12/2022. . 2. Notice of Commencement At least 48 hours priort commencement o the project, the permittee and contractor sl sign and return the top portionoft e enclosed oifiion form certifying that they are fully aware of and understand all terms and conditions r i . Within 30 daysf completion f project,the bottomportion of the form must also be signed and returned, along withphotographs of the completed o . 3. Regulated Activities Authorized By Thisi 's permit authorizes only those regulated activities/structures identified unde eciDescription Authorized c 'vi .NYSDEC doesof issue e - -f t or as-built a its. This permite of authorize activities, or legitimize the existence of structures, which would have required a permit but foris o permit or other authorization as been granted NYSDEC. 4. Post Permit Sign The permit signenclosed ith this permit soste in a conspicuous location a worksite and adequatelyprotected o the weather. S. Authorized Systems s permit authorizes the installation of any models of Innovative/Alterriative Onsite Wastewater Treatment Systemsis ve received the approval of the Suffolk County e of HealthServices( ). If SCDHS rescinds its approval of one or more of these els during the term of this permit, DEC will no longer approve new installations oft 1. The list of ll .OWTS systems which have received approval by SCEMS are I"i,nin ' at-,. htthAl //n'eclaaimo¢.Aii, loii�-oi�iifo/Porters/ /docs/ �llici 1 Apl Il i.,ov l�L.iFil- -1' .pdf- G. Installed System Must Be Properly Maintained The permittee must maintain, service and repair the installed in accordance with the maintenance schedule set forth in the SCDHS permit issued or the system. 7. Failure to Meet Permit Conditions Failure of the permitteethe conditions this permit is a violation of this permit and grounds for an order to immediately cease the permitted activityat the project site. 8. Install and Maintain Erosion Controls Staked y or straw bales or other DEC-approved in control measures re to be installed the downslopeedge of any disturbedareas. This barrier sediments is to be put in place before any disturbance of the ground occurs is to be maintainedin a functional condition til all disturbed land is heavily vegetated. s W YORK-STATE t)EPA TME 'G E O E AL CONSJ&RVATION Facility-DEC M 1-4738-04871 9. 9traw Bales or Other at Tidal Wedand A row ofst d-straw-bales or..approvabi&erosion control `devices shall be placed at the landward edge p f*e buffer area.or 75 lin ,tar feet from the°tidal wetland, boundaryi,oras,per alae NY9-DEC-approved plan,prior to commencement of any regulated,activitiC9 and r realm.in place and.in good, function condition rrrtal the project is completed-an . ' disturbedarm are-stabilized with vegetation. i'o. No Equipmitntin Wetiand Reavy.equipment, including bulldozers, backhoes,.payloaders., etc., shall not be operated in the wetland. 1l. Storage of Equipment,uipmen,t, atet ,als The storage,.of.construction equipment and materials shall be. conhhedwithin the projectvotk., rea'atrdlor rlpland:_ �s greatertlaan,-1001'ipmr,feet from the wetloind boon ti No Construction Debtis inW-etl'and.or AOjacent Area Any, debris orexcess malprial from. construct'ioh o this project. 1 be completely removed fr6n.i theadjadont,.Eir (upland) and rerndved t4 an approved upland area for disposal. ' o debris:is. °tted in wetlands and/or protected buffer areas. 13. c 0 Stre, res s a At Least.75.Feet LApdwatO,Of T c Wetland Boundary This. permit authorizes the,construction.of new aceessory.structures lacated in the adjacent area at the Prescribed minimum seiba �poly. Structures located in tidal wetlands,or..structure!�in-.the adjacent area but located less than 75 feet from the wetland boundary,are not a thotize . 14, Ikoof Ikunoff `recta to Drywells R.00frunoffs 1 be direct-did,to e119--with the:-ca acity to.: stare/iv.charge the r4noff fr+oin a finch,/24 hours ' ecipitatl n ev t. . 1 dry ells shall.be-locat :a inhuum of 75 feet landward of the-tidal wetland boundary, is. Development Rpstrictipns. New accessory structure con ction. roaects..a rued-by this permit must meet all.o'f the applicable develo . errt testrictions 6f6'NYG 661.6(a)(1),'(4),and(7 -The 75'foot.ruin"` iiia Wdtl6hd setback,requ,ixexii nt far all prindipal, stpctures and.all non watec4 dependent struotures.,exceedi 100 squ ft.feet in arm e 20%maxim a j nti coverage li3nitation for' envious.strarettrres.arrii surfaces. -The 75 foot minanurn wetland setback regifternerrt,'for all hard surface driveways,roa .,pWng areas and similar impervious surfaces exceeding 500 square f6et in area. 'i,& No Disturbaiice to Ve etatid Wetlsih s There sh9l.be no disturbance to vegetated wetland areas as a,result of the_.permitted activities. 17; Concrete LO , c .ate During construction,no wet or fresh concrete or leachate s l'1aee allowed to escape into any wetlands or waters of New York State,:uior 9half .. ings from - 'xed-cohcreete. trucks; adxersi or other devices be i4lowed.to enter any..w d ox waters, Only watertight.or waterproof f6mis shall be used. Wet concrete shall not b6,plourqd.to displace ter Within the forms. 1& Area-of Disturbance for Structures. Nsturbance to the natural vegetation or-tbpo raphy greater than 25 feet seaw rd of thc,appiovedstruotukeis pra whit iced. '.Pe 4 of NEW YORK STATE-DEP TMENT OF ENVIRONMENTAL CONSERVATION F dlity:DEC ID I-4738-W71 19. Prohibited Toxin Materials The-introduotioft of Materials toxin to aquatic life,,such a I g,pesticide's, cleaning,fluids, oits,and chlorinated liquids is strictly prohibited in the absence of.perraitauthorization. 26, Cont*ih Stockpile and DisturbotAreas All distufl ed.areas where soil will be temporarily exposed or.stockpiled,,for longer thatt one weep shall be contained by a oontillu'ous line of staked hay, ba[cs/Ot.c , :tin(or other department-a . roved`method)placed on the seaward side between'the xfilt . d wetland or-protectebuffer a: Tailis.-are authorized to supplement theserapproved methods, 2t. Contact Et xposed,Stop ifed Soils All disturbed areas where soil will be,temporarily exposod or :stockpiled faieMlorrger than 48 hours shall be eotrtaihed by a continuous line ofstaked haybales/silt curtains or other NYS EC.tipprove devices)placed on the.seaward side between.the fill and the etlsnd or.protected.buffer = ae 'Taips�are authorized to sup l ent a approvedmethods. 22, Seed;Mulch bisturbed. Areag. All w-vas.of soil disturbance resulting,firom this.prof' -shall.be se ed with an;appropriate perennial grass, and mulched with straw immediately upon eom letiofi�of the project, with'mtwo days of final gradirig,of by the expiration of the petinit,wichevet°is first: 23, Vegetate All Disturbed Areas The p, mitkee shall reveg,elate all exposed faces and disturbed areas. to ptdvent sail efaasitan prior to the'p o ect completion or expiration date of this permit,whichever comes first. 2:4: T'e,rrrpor^ar .Mulch,Firma)S.e ing if seeding is impracticable due to the time o,t year,a temporary mulch shall be applied and final seeding.shall be perfon'ned at the earliest opportunity when Weather conditions favor;'g 'nation and- but..not.rnore than six rnontu �after project comp)etiom 25, Clean. .'E ;n; All frll shall epi�slt+if c�' sandy tael,:nr soil (not: ' :ha[t, stag,flyash, broken -concrete or olition.debris). . Precautions Against Contarwa naflon of Waters All nece,ssary,precaution&shall be taken to preclude contarniriat'iort of any wetland.or waterway b staspended solids,sediments frtels, sralverits, lubricants,epoxy coatings,paints, concrete, leachate or anyother en rirolunentally deleterious materials ds'sooiate ith.the project. 2" . to May Order Removal or Alteratioit of Wotlk &ftrture operations by the State of New York .require an alteration in the position of the structure or wort huein aoth�orized,.or it",in,the,opinion of the Dei tent of£tiviro ental'ConsemMidn it shall cause urii.easonable obMuctibn to the free navigation .of. d waters-orflood flows or.endanger.the health, safety-or welfof'the people ofthe State, or, use loss oudestfucti6fi of the natufal resources of the State,the ownef may be,ordered by tete l eparrtrhent to remove,or alter the structural work;,O'bsttuctiotns, of hazard's caused thereby without expertso to the Mate,. and if,rrpon tl e.exwpiration,or revocation ofth'ispermit,the structure,fill,excavation, or,other modification of the wAtercomse hereby aauthorir. d shall not be cornplet&lfi the owners, shall, without expense.io.,the Mate;and to such extent and in.suc .time:and.m er as-the . . entof ,13ftvirbrimerital,Conservation May require,remove al 1,or atlyportion of the trnco I pl, struett re pr All. d restore to its forraer condition thenavi,ga rle,aod:flwd.capacity of the watercourse. leo claim shall :be made against,the State of New York on account.of any such removal or alteration. 26, 'No Diterfer000 With avi allon Th ' ' `shall be no easonable interferezrce-with navigation: y. the work herein authorized. Page 48 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL MNS R'VATiON aellity DEC,1D 1-4738-M71 9. $tateMay1kequire..8ite Restorailon -if upon the expita ion orrevocation of. is permit,the pr6ject hereby tlociedras.npt been completed,the applieart shall,'w• rthout exp etrse to the State,and,. to srrch e ,tent and in such time,and manner as the Departmerr`t of Efi ironmental 6nservatidn may ]A*fully require, rernove all or arty torr of the uncor pleted structive or fill and restore the site to its former condition. No cldim shall be made against the State-of New York on acaount'of°aiiy such removal or alteration. li. Swtate Nbt"Liable for Damage. The State ofNew York shall in no case be.liable for y daimige or injury to the structireor work herein autbori ed`which may be caused by or result from future operations. undertakerr by the State for the ooh ation or improvement Of navigation,,or for other purposes, and no claire:or right to compensation shall;accrue ftom any such damage. GENERAL CONDITIONS- Applyto, th d Permits: 1.., ,a'cili uspection ley The lifepar°t ent The permitted site or facility, including relevant rscor s, is subject to inspection at re scirrable.lrolar dnd intervals by� authorised representativeof the l eppsrtrrr nt of Eirvironmental Conservation.(the Department) to determine,whether the permittee is coinplying with this permit,and.the EXL, Such representative mayorder the work suspended pursuant to ECL 71-63 01 and SAID. .401,(,0. The perlittce.shall provide a person to,accompany the Department's representative during.an inspection to the,permit Area when ivquest-�d by,the,Depa ,rnent. A copy of this permit,including-allxeferended maps,dr~awirigs and special conditions,must e AVAilsble for-inspection by the.Department at.all times at-the project site.-or.facility. Pallure to produce a copy of the,:p . ituppn request by a Dqpattmehi representative isa vioX tion of this peiTnit.. I. elatirrrrsliip o tins Permit'to Other Department Otders,aild Determinlatioils, 'Unless expres ,ly provided for by the I eppar ment, issuatrce of:tlris per mit does not inodif r, stipersede,.orroscind apy,tWer or determinatiori pieviously issued by the DOpartmeqt or any of the teftns,coriditi®ris.px require.mbnU contained in such order or dete m 'nation. 3;..App!icstici .s. or Permit e , o ifi tions or Transfers -The permittee must-submit a sep te' °tt applicatioir to theDepartment-for pernlit'rene. ,modifi' tion Qr wahsfer of this pqr m. iiL Such apple tion must irrclu e any forms or:supplemental ynformactior. the Departmerit requires, try renewal, modification,or trrrafer gianted by the Dep meet,ntut . lir writing. Sub °ssion o applications for perinit reriewal,:nioodifircation.or transfer:. .to he.submitted to: Regional:Permit Administrator SDEC Region 1 Headquarters SUNY @.Stony Er°o kJ50 Circle Rd Stony l ro6k,NY,1,1790 - 400 4. Submission of' erre : l Application The pe itteo must subinit a renewal application at,least M ,. days,before.perrnit expiration, for the following permit autboriIztio : Tidal Wetlands. age 6 of NE W YORK STATEDEPARTMENT OF ENVIRONMENTAL COHSE VAT.ION facility DEC ID 1-:4738-04871 1 5. PermitMadifidations,� s ensioiis And Revogati6ns khMpaftMeikf The: erit.' -reserves the right to exercise all.available authority to-.m . ify,suspend orrevoke this.pe °t. Tlbe grotnrtds for madificatioN.-susp6nsiWi-orTieVocation include: A, materially false-ar.naceurate statements in the.permit.application or.supporting p4pers; b.. failurey.'thc permifttep to comply with any terms or conditions of the it; �. c ding:'the sco e.ofthe-project ..describe .in the per `t application; d. newly-discovered:matex.iat.-iinfo tion or a material'change in en-tiro ental coitditio ;relevant teo.briolp..y or applic" le.law'or reNatioiis sinee the issuance of the.existing p . . °t; e. noncowpliance,with,p,reviously,issued permit:co ditions,-orders,of ihe,com issibner,.an. provisionsof°the En ito ental CQ nservation LaW or re ati®, . of the.Department ielEded to the permitted activity. 6: fti . 't ns er Permits are tr asferralale unl. .' specifically rohibited'by:.statute,regulation or other permit condition. Applications for,permit trawfer should be submitted.pHot to ac l.transfer of 6.wnership. NOTIFICATION OF OTHER PERMITTEROBLIGATIONS fte Permittee,Aceepts Legal RespopAility;md Agrm to I d , n'jica 'on The pe itteen,excepting state or federal agen6ies',expressly agrees to indemnify Arid hold hatmlless the eparinnneni of Environmental Conservation ofthe State ofN'ew York,its-representativesi emp oyees, aoq`a ents("DEC")C") for all claims,suits,..Actigns,.and damages,to.thd extent altnbu al le to the. permit eds acts of ortalssions in connection.With the periniftee's.undertAking of activities pita connection with, or operation and rnaintenannce,of, the facility or facilities attt ori ed,by the permit whether in ebvrnpli " ce'or-not in compliance with the terms and conditiniisof the 06inlit. This Inde' ' 'ificat o does. not extend to any cl ° s,.suits., actions, or'—damages io the extentattributable to DEC's own n- egbigent nr intentional acts or,omissions,or to,any claims,suits,,or actionsnaming the DISC and arising under Artiele 78 of the New Yorl Civil practice Uw� and Rules or any citizen suit or civil fights provisi rt q,ndeffedoral or state.taws, It : Per i, ee's Contractors to Comply ly with Perkdt Thet ' itE ,is:respogsible for info in..g its independent contractors,.e ,ployees, agents;And assigns of their responsibility to.comply with this permit,irncluding,all special eonditioris while acting as tl°te permittee"s agent wish respect to the permitted ac6vfties,and su6h personsshall be su ie t,to,tbe,same san6tions for violations of the Environmental Cbmervation Law as those preschbed for the pernuttee. Item C: P r ilttee. esponsible for' btain� g Otheruired Permits The permittee:is"responsible'for,obNiftifig any. other permits,,approvals,14nds, easennents aiid.id�Jits-of- way that may be,regal to-parry out the activities that are authorized by this permit. 'Pae'7 of. Or""AN'/ r'••,,. �pr N4 b ,,��-:rtl, J i ,m, a�.. „9'ai. rA� y', Jr 1)�<'r, ,, , v N ,:e, '1/r,�'` e+,.r krr ;,n ,r„ n+;. m �� ,'y � -rI"'" ,T,�fi�.:6;n1('� ,,,. a'r7 ,,. .,r/r, r/) r i�hli 1, ,f:,, ,..a✓.,..,r!I' I q..r ro ,rip 1'4w :�n ar � ,,, e�,.✓� .r, �,r, r.. .{.r,. n.. ,., J r,.. i ;,,,f;,. �, w�'"-. ! b '.,, °�k'✓, ..rJ. r r �,. l..m,. rte, r rrn... N!'.fr 7:� ,., H ,y.. yr ,.., a ,�,,�.. 1 r1:--,c� „ n r „ ..,�, !//�.r��Vr � ,,. r, u,, r,r �Pr' ,, � � irk,, ru�, >„: r[R�;,rl➢env, �, s , �G" 1 .�! '� �L^. I r � �,¢�, rrr IY„a,,,� l�rrr� /s� ,a� 1 1, 1Cw'r"b✓ "tr„ nrsN fi; �` ,, rm N,r� n�� ruP L,.,, k.,> �"� ;, 'S�.r„ d,%I I �Im. rr'V� ,9� ,J rm � IY, r �;,r'�r ✓i, J w � i d' ., @ .,Yb ,. rr.r.wu•.:.� J.. , . ,ds:.,,w�f+i m,,, rr . .r. ��. rr,, ,.,� � :,;.r. ,..p. _r ,.o-..,,;F. . ru:.,. / ,..r e,:.v {.Y r ,.e,,P,<. ri r ✓`,... r, r �. ✓ ,,. .s P ,r nU „, � ,r, ., 7 r. r .-,�,.> ru" , .,-:, ,,u 1. d : ,f r.� .. -u d z;,. ,>✓r ,, ., 1r,.ro, .� .... - , 41. r.» ,r„ �h.�'P ;m„,,. .,... ,.� ,.. .,� ��..�.. �. ,.. ,. r._r !. J �., rP. Prr ', ,. : 1, d�hr, ✓...,. ,(,,, urP .a... w ,.r, I6,.. ,. Eµ. „JJ Jr .bP;..h. ,/n. ,,, 1l � P,,,r, �.,�,,., ra,, „e r �1 V,.� 13 ,,rwu� . , �1,. .,r� s/�. ,„ rt,;t,, ,I,r �, r r rr,,,. ,r,. .,�:, _.� ,.Grr;..�,.�' ,,) k ;,r,. 1�r.,,, ,�!<. -�ri.���,�r� /, .7::�rr1 ^. F ,,,u � �,�r��l/ ,,.- � ,. �„. ,.. I,.x J �„::. �, •,�' q �„..a: ,;nd) ,�r -�:! %.,,.:, % ! / d !j;rV) �n"'N�.:,.f� ?�i,.f Jr�,�,�, pq„„ ✓.%.,:✓ ;r �i �l ,�f 7faM"W✓ h7 s;l.:rwr, p~� l,�v �...., .:., � Pr; r/', �, ,�.,1 rrrJ� .rx`/.�r,. ..r,. r ,�, : .�s N.4 .., I�, ',,: a ,,,. ,... �m ,,:.6 'd Ir, m t -.,I,a ,r. ;�'(-� „�;:E ;�lr Ir.; .,�v,v �.n, rr ,,. .�' ✓ �; tr,:.: 'r., 9 ;� r u Y,F IJ lllyd err u m ,, � ,r 'r,_ ,„,,,, r„��. r a ,, �^ 7� ✓ ,, , �y_, r�i,, ,m+a �r rt (i.< n,.,D, �. ,r”. u'. r,,.. /✓i ✓ � r uc.:: / f. ,,,.. ,91 r.. ,.: iu3 rl �,,, rir,,.,,,,.. r, ! arl�u...!' „Y✓,,,,.,r ! ,.. r,>. �M, r.;,, ! �,r,e�ll r JrN,. Hr', ,� ;,�„4,LJ, rr I1�„w,.„.,,,rld/{ l,v�rwui {,^iM1, „rfx +u ry ,//r%,., Jr�n!I�r ., rr r u r/Gl:v ri r rar �Ir✓r�J � N r nr r ! ✓rM e ,rH ✓J'J ,t y7� Y /r r r� !/ � ..,,:: r ,,.. r� ��l;rv6�F a r , � ! /' I.;. 1"c / ,., / ../ l i J"r / ✓/ frlr 3 ,r _. _ Epi �� �✓�rm�w '��l�r ul� Je���✓Ni;'/r �� r�lgfu, ,Pr � � �rll E! t/i �l� V� C �✓f r��r m dp`1i r '�iii �r� BOARD OF SOUTHOLD TOWN TRUSTEESr SOUTHOLD,NEW YORK ,{ r PERMIT NO. 10122 DATE. APRIL 13 241 2 ISSUED TO: a Yrr KONSTANTINOS D.KATSl.RlS�.JULIA�ELNDA ORLIE .A °SI�S � 1' :� rvrP� rr�.r rl �P 7 ✓i d l�,�rt���� PROPERTY ADDRESS: 400 LAKESIDE DRIVE SOUTHOLD L1 SCTM#: 1000-90-3-3 w�c AUTHORIZATION �Jir 4`�rr°�r 'l��` Hrmr 1 � Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on A dl 2t 22, and in consideration of application fee m the sum of 2-��0Q paid Id Town Board of Trustees aJu r app � ..,.,� paid by R:o��star�t�!r�a�s a iris, and subject to the r "gg Terms and Conditions as stated in the Resolution the authorizes and permits ,, Nib llllyd!� yr/ i 01 K ;.J if r the following: Wetland Permit to construct additions to the existing dwelling consisting of a 341sq.ft.one- rfi goy sto addition on the north(landward)side of existing dwelling; a 45s ft. extension on the rrr V% � one- story n ) g g' 9• north(landward)side of the existing attached unheated,one-car garage for a total footprint of 2,223.5s •ft.dwelling with attached garage(excluding deck,balcony, porch and side ” stoop);construct a 17'4"x4'0"(69sq.ft.)second-floor balcony on south(lake)side of dwelling, construct a 12'01'x1010"(120sq.ft.)wood framed,ground level deck on south(lake)side of 'r dwelling; and for the 870sq.ft. as-built renovation of existing basement; establish and �1 rt oh r perpetually maintain a 15' wide non-turf buffer landward of the bulkhead; and as depicted onP�u the survey prepared by Aerial Land Surveying D.P.C.,received on April 13,2022,and ,�i✓, � �,��,,�� �� r� r ? stamped approved on April I3,2022. �lP� °� Nr, U SN{mIfr. J °' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these �� s/, r� W presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. +/p�✓bra^, A ` r h 11 r y ra �1 'J, Eos� �!rvrr� r r ,lir 1 i l�P��/I� anl r fd ” ® ila�j r of 1 G 3� 1 a r. t/G �(. Ad 441 w.1 'C” ,I r r � if ✓ rJr Iv �1� rra a✓/r�,.. rj. r�'�✓l �J�r!. r s.,r ✓ d ,,., ✓✓ s' ;t 1 r,u: ! ! l.„ ,,,,r:. 71�-' S r �/ �,. o // ;J 1lF /r,I r!''. 'Y9ra lrr ¢.r r �r ,„ ,;r / / r ,:% , /�rui � d,ll kr ,�. U. l ,/ryryrr ✓� ,;6'�/ .� %'.Ib. d;wl,, o,% / r, ryq lwr ,Fy,:, 4 ru&l,.i; ✓ r !. x/ ,.�,r / r✓ �.: lr yfr+;� k. /, rr r., /, :` r�/, :r.,,rml✓„ uF r 1 / 1, /P rrr,2, Y/ r: / v ✓,,,✓u r,.:f Y ,rr rt . , �r � � �r � , ✓ ��` awlr / r ,, ..r.J ,7.,;/ �. „il, r,rl�_r rr �.:...,,. ?% �'. ro r:/ P ✓Jr..,rri / N. ,d h� 'f a 4::.,r„ ,.✓�irr!,/ Gr ✓, Jr- r ✓i ..✓�.: a/.: ,� .,i '� Il. / e .,' fi...,,� hi/ ,,;: w'r .l r.. K/^ r ✓af;Y ✓ 'irr , �.: ✓riiG < „rr;%!. „, r. /� �1,%1' ✓�.. .yn?/�, ,,r I/ r✓,r''yl ,r: f ,,, ��,f.„rt i(�i r a ,'<rry �,;�/fi r1Yu a;'`i ,,;1,/u:,. H�>air,F;% Y'G l ,r, 1 ^1�e.4 ,,,.�, r.�l�, 'f 7If,r !/r��G//�bJ �L✓f y C �-r 1 div r/ l /%>%f.9/r n,. I i'��rFr%ri r ,,�,.r fi ,�f�Y+Y 'P a rr r �' r ;N y // ;fd�P� u r ,vl a ,P9r�f r ,, n% / °:�,,,, { , ✓y��iir w`Y r,,. � ;';o,,r 1,r !Nr%��,rr ^ �, /,.lu/ , rrjiJ,^Ytl� rr-0"rr i rr ,.,,7 rra^d l�r"� �JJ r ;;lr/i y �`/. :, ;w �✓,u " vi nr,r/ /�! Jid,/,x'",i r//ro /,,i. / ,%f;�iuril`lly r..a v �rJ / r r / , /rI iNr r!y! / !r�� � ," {/ur rr v//3r ,�r ✓ N t � r � 'G"r, a.,� ✓ro l % l rfir 1!✓.:r, / rr/ r ;f, / w Glenn Goldsmith,President jr, Town Hall Annex A.Nicholas Krupski;Vice President ' 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples ,k F Telephone(631) 765-1892 , Fax(631) 765-6641 f BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 15, 2022 Joan Chambers P.O. Box 49 Southold, IVY 11971 INOS D. KATSIRIS & JULIA LI LI I I LAKESIDE400 I L 1000-90-3-3 Dear Ms. Chambers: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 13, 2022 regarding the above matter: WHEREAS, Joan Chambers on behalf of KONSTANTINOS D. KATSIRISJULIA MELINDA ORLIEI I , applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 3, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 13, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, KATSI l & JULIA Board O LI ATI l to con application of O � T TIN�O D. RESOL"V"ED, that the pp struct additions to the existing dwelling consisting of a 341sq.ft, one-story addition on the north (landward) side of existing dwelling; a 45sq.ft. extension on the north (landward) side of the existing attached unheated, one-car garage for a total footprint of 2,223.5sq.ft. dwelling with attached garage (excluding deck, balcony, front porch ,and side stoop); construct a 17'4"x4'0" (59sq,.ft.) second-floor balcony on south (lake) side of dwelling; construct a 12'0"x10'0 (1.20sq.ft.)wood framed, ground level deck, on south (lake) side of dwelling; and for the 370sq.ft. as-built renovation of existing basement; establish and perpetually maintain a 15' wide non-turf buffer landward of the bullhead; and as depicted on the survey prepared by Aerial Land Surveying D. P.C., received on April 13, 2022, and stamped approved on April 13, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, .and permit issued within six months of the date of this notification. Inspections are-required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 e r ly y oursrs Glenn Goldsmith President, Board of Trustees GG:dd r -nk u I� € .. s OGfr €a2 °a 0 3 �ep u ,j �" Z o c`7 W Z LL � tryOV � wprnry a dz°o o2 LU Q w 'z— v z a a °U o a � `✓ woLn OOVZ W ^ fww U w O t=if J Q ° Q z U--_ ui Gp 3: se zz Amo W>m;rzo 11 OJ Z �� Z d'oZ�gg � 4 eY��mO ~ O 3 Q w :m i U- tn0 Zia N O X. w m 1 m d I,n Z- OZuiO� Z P7,y,= 4 Oj o o W u W 9 w Q Q 5 o m Z� gz J N g c F) , IlJ W W N W W g W V uJ. O uJ—. F F S Y Z o 4S F cQi ~ w U� LCti' r` rrI rrY �� rs � io -_ ___^_..rr` f l Ya' "�+ N f(e �a LLEiTp fh R W U O � "� m r ox zbe r�. t r svr a.ac s%�In 3µ LL a ix ca ey W J � J N � < W 4 S o 3 I N � m -L ✓ S In?N •-. a Oo oN � o = N Z Or+ A �- O A � � qT = N T O' 3 sl y l9 m �q '{y`y N33'39'W E �m 10963' EL bar Slab 67 9 , ❑ a W d e ry'e R � �,��✓��i".�' wad � o �n pmt ''p� ```, 'i S� �, / in El 00 77 es.gs tac 3 fD N` O / F C a z z� o °' 21 In ❑ u ' y � ❑ to � p", '^'../ 1\} n a N — N /0.� In M 1 ✓+ .,.y a"' u E° °- N 1900 ❑ 3 o Z N 3 GO v I FSG fD s o s — o — ir m " a '4 0 ❑ ❑ _: N P mw 0 0 `� � 00 -•,n ti r is o W WED (P W - m-TI lipm C'r Ca fi7 r ❑3 _*1 E N m MM W C7 i C 3 f ❑ 3 0 � x 71 z 6 71 7— m C.7 ❑ "u v NEW SANI'T'ARY SYSTEM ne o „,22 ORLIEPROPERTY DDR � b Rim DR 400 LAKESIDE CHK'D ev. lG5 SOUTHOLD TOWN OF SOUTHOLD BAY SHOa5.MY 11%,r ' f`+',DNi9-INET ORLIE /KATSIRIS RESIDE /4-s�sS'D� 400 LAKESIDE DRIVE SOUTHOLD NY EXISTING: SINGLE FAMILY RESID SCTM# -084 "'x--910'" ZONE R-40 .52 ACF PROPOSED: 332 SQ. ADDITION TO EXIST. ONE STORY S FAMILY RESIDENCE. 45 SQ FT. EXTENSION 29'-r' ATTACHED ONE CAR GARAGE. NEW 120 SI ATTACHED DECK @ REAR OF HOUSE. RENOVATION OF EXIST. HOUSE INCLUDING A NEW BATHROOM AND ROOF RE-DESIGN. - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 6 I - - - - - - - - - - - - —` - - - - - - - - - - - -,— - - - - - - 16 16"x8" GALVANIZED VENT TYP. I I 2 I I NEW CRAWLSPACE I I NOTE: 8"x96" POUR. CONC. WALLS NOTE: a GENERAL NOTE S CONFIRM THAT HEIGHT OF NEW 16"x8" POUR. CONC. FTGS. I O FIN. FL. WILL ALIGN W/EXISTING 4" POUR. CONC. SLAB I I 1. All work shall conform to the requirements of the 2020 Building Coc PRIOR TO COMMENCING WORK U State, County and Town Department Regulations, Utility Company requiren ° I best trade practises. 2. Before commencing work the Contractor shall file all documents requi ALIGN W/ E (STING I u Building Department, pay all fees required by local agencies and obtain a r EQUAL— 8'-3" EQUAL I I permits. VERIFY MASONRY OPENING W/ 3. The Contractor shall visit the Site and verify all dimensions and the E GARAGE DOOR MANUFACTURER conditions affecting the work prior t0 construction. Any discrepancies whi( N —y interfere with the satisfactory completetion of the work described herein sl ­ inter — CONCRETE APRON — d h' reported I o t work — — — — — — — — por to the architect r property caner. Do no tart k until such N i havebeen examined t and a course of action mutually start upon. sFailL CONTINUOUS FTG. UNDER DOOR I y g p ...._< — — — _ — — — _......_ the owner or architect of unsatisfactory conditions will be construed as an ----- -' of the conditions to properly perform the required work. S _ O _ �, - — — d conform to the drawings EXI T.BEDR OM i • EXTEND GARAGE SLAB & FRAMING � �--- engineer consultants. d a g and specifications of the arch) i engin ...._.. I k i •. � work s to co 'n s s e ' _ _ _ _ _ _ _ _ _ _ _ , 3'-0" I _ 5. The Contractor is to maintain a complete and up to date set of plan: — — — — LINE OF EXIST. GARAGE SLAB FOR I I c7 .... job site at all times MASONRY STOOP G------ L.---- I .......... i 6. The drawings are not to be scaled under any circumstances. ABOVE I I n _..........i _.. It shall be the Contractor's responsibility to ascertain all prevailing pro I I emal _.__........, REPLACE",EXIStING DH W NDODU ' 7 >W/ NEW CASEMENT WINDOWS TO including storage and toilet facilities,protection of existing work to r 'n,a PROVIDE EGRESS..; O works area, hours of permitted work,availability of water and electric power HATCH _......... INST4LL ExTERIOR WINDOW W LL....._i; other conditions and restrictions for this particular location in order to exec I o cREss co or in careful and orderly manner with t east possible disturbance 1 T E. DE WOOD SHELVING 8. The aContractornshall make the neccesary arrangements to utilities anc O © EXIST. CLOSET ............ temporarily disconnected while performing the work as required. empor d t I r o 9. The Contractor shall provide all dimensions and cut-outs for other tra all Z --- ---- --- - 10. The Contractor shall provide proper shoring and bracing for all remail — _ - I -- prior to removal of existing structure. o 11. Plumbing, electrical, HVAC and similar work shall be performed by lil persons who shall arrange for and obtain all required inspections.The Gel UP EX ST. STARS o SH ER Contractor shall be responsible for scheduling all other inspections as reqs �2 1ST F 00 W.C. 12. The Contractor is solely responsible for construction safety and shall UTILITY ROOM OS RAILING owner and architect harmless from litigation arising out of the Contractor's \—ADD R-28 INSULATION IN JOISTS ABOVE UVERTICAL EXIST.BATH #1 o provide construction safety means and methods. ADD 5/8" GYP. BD. TO CEILING & COMMON WALLS © EXIST. WAINSCOTTING o @ LOWER WALLCONSTRUCTION NOTE; FURNACE >c O 1. All footings shall rest on undisturbed soil at a minimum of 36" below XISTING 2X4 PARTITIOf SL— — — — — — — — -- — — — 3TY 2. Poured concrete shall have a minimum psi of 3500 at 28 days unlet— — —w- BEAM w/ Po— — — — _ = _ _ _ 3. Sill plates shall be preserved, treated wood and be installed above a HWT O T&G PANELLING TYP. Si"- I COUNTER( copper termite sheild. REF. 4. Shingle siding shall conform to ASTM D 3679 and be installed in ac( with the New York State Building Code and manufacturers specification EXISTING BRICK HEARTH I I NEW CABINETS & COUNTERTOP 5. Pilings shall be installed by a licensed contractor to a depth and beari SNACK AREA ulpon by an engineer and certificates shall be issued stating same. NOTE: 6. Unless otherwise noted all framing and structural wood components sh I�--CONFIRM EXISTANCE OF DOUBLE #2 or better Douglas Fir. FLOOR JOISTS UNDER PARTITION ABOVE. EXISTING WOOD STOVE IF ABSENT ADD (2) 1-3/4"x7-1/2" LVL 7. .All framing techniques and methods shall be as prescriptive design ba WOOD SHELVES /CHIMNEY // — I I AF&IP Wood Frame Construction Manual for One and two Family Dwelling: RECREATION SPACE or as specified in R301.2.1.1 (ADD PREFINISHED WOOD FLOORING) 8. All building envelope components shall comply with Chapter 6 of the \—ADD R-28 INSULATION IN JOISTS ABOVE (Conservation Code of the State of New York. ADD 1/2" GYP. BD. TO CEILING I I 9. Fireblocking shall be provided in all wood framed construction in accc LAUNDRY ROOM ADD R-16 INSUL. with NYS Code R 602.8 to form an effective fire barrier between stories TO EXIST. 2X4 PARTITION I I between the top story and roof space. PAINTED CONC. BLOCK WALLS 10. Protective panels shall be provided for glazed openings in accordan( PAINTED CONC. FLOOR ® I I NYS code R301.2.1.2 if they are required. DRYER VENTS 5 11. All portions of the new structure are designed to comply with local UNDER WINDOW I and climatic criteria as stated in the following table. UI I 1/2" GYP. BD. @WALLS & CEILING TYP. g D W S K TILITY 0 o I I O O GEOGRAPHIC & CLIMATE DESIGN CRITERIE GROUND SNOW LOAD LINE OF CANTILEVER ABOVE _ _ _ SEISMIC DESIGN CATATGORY _ _ REMOVE EXIST. CONC. STOOP I Q ADD NEW 2X12 LEDGER BOLTED TO HOUSE FRAMING W/ /� p � U I 3/8"x3" EPDXY COATED SCREWS @ 12" OC STAGGERED—/ I WEATHERING FROST LINE DEPTH zo D 6X6 ACO POSTS ANCHORED TO 18" DIA. CONC. PIERS ( TERMITE THREAT MODERATE (2D 2X12 ACQ GIRDER ANCHORED TO I I 0 O —414 POSTS z (2) 2X12 GIRDER ANCHORED -0 POSTS--\\ DECAY SLIGHT TO WINTER DESIGN TEMPERATURE 4X4 ACQ POSTS ANCHORED TO O x FLOIOD HAZARD 14" DIA. CONC. FTGS. — I LINE OF NEW BALCONY I I 2 I 2X10 ACO DECK JOISTS @ 16" OC I I O i TABLE R30I.5 MINI11UM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per s LIVE �E NEW DECK ( I USE LOAD tties with limited storageg,h 20 — — — — — — — I tties without storage' 10 Deco irin' Exteor balconies 60 e 40 ( ' I', `\II I I 1 Fre iescapes 40 CC a F Guardrails and handra€lsd 200' 12'-0" Guardrails€n-fill componentsf 50' Passenger vehicle garages' 50' 3 Rooms other than sleeping 40 ` rooms Sleellping rooms 30 FOUNDATION PLANStairs 401: 1 /4" = V-0" 9 . 2 1 . 21 REVISED 9.2 4.21 REVISED 9.30.21 77006 SSION�� ress : v A 10 START ermits I draffing. I ex editin 1 OF 6 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 631-294-424' aoo�e ORLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY WINDOW SCHEDULE 29'-2DOOR SCHEDULE TYPE NOTES " TYPE NOTES O EXISTING AWNING BASEMENT LAUNDRY ROOM 39x25 UNIT -7" 10'-0" '-7" EXISTING EXTERIOR 112 GLASS DR. O EXISTING DOUBLE HUNG WINDOWS (2) BASEMENT RECREATION RM. A BASEMENT ENTRY 32"x53 EACH UNIT 3'-0"x6'-8" W/ ALUM. STORM DR. EXISTING DOUBLE HUNG B EXISTING INTERIOR 6 PANEL WOOD BASEMENT LAUNDRY ROOM O 36"x53" UNIT BASEMENT RECREATION RM. 2'-6"x6'-8" EXISTING DOUBLE HUNG 20'-6" 7 C EXISTING INTERIOR FL. PANEL WOOD BASEMENT UTILITY ROOM O 36"x53" UNIT BASEMENT RECREATION RM. SHED ROOF OVER 2'-6"X6'-S" _ _ _ __ __ __ _ _ _ _ __ _ _ __ __ _ __ __ __ _ __ _ _ EXISTING WOOD PANEL 5 EXISTING DOUBLE HUNG WINDOWS (2) BASEMENT RECREATION RM. OD (XI 15"02"WBASEMENT STAIR CLOSET 32x45 EACH UNIT (2) 2X6 GIRDER BOLT TO STEEL SUPPORTS ° — (3 ANGLEDEXISTING DOUBLE HUNG III III S� PORTSEL EXISTING INTERIOR 6 PANEL WOOD 6 32"x36" UNIT BASEMENT BATHRM. #1 III _ _I I `° 5 III BOLTED TO E BASEMENT BATHRM #1 O 2'-4'x6'-8" — — — — — ­ED _R0 ­FS — — — — — — — — 'SUP — — w_ — — — HO SE FRAMING NEW (2) ANDERSON CX135 EGRESS SHED ROOF SUPP0_RT i ( SHED ROOF SUPPORT i8 x °o EXISTING INTERIOR FL. PANEL WOOD O 2'-8"x3'-0-1/2" RO CASEMENTS BASEMENT BEDROOM F 2'-8"x6'-0" BASEMENT BEDROOM :7T2 ' AND. A351 AWNING(2) 2X8 FLUSH HEADER (2) 2X8 FLUSH HEAD R I G S'-0"XS'-0" GARAGE NORTH 3 5-3/8"x2'-0-3/8" RO NEW EXTERIOR DOOR OEXISTING DOUBLE HUNG WINDOWS (2) GARAGE WEST 14'-0" ' 0" 12'1-0" MUDRM. ENTRY WEST 32"x50 EACH UNIT 0Hj2'-8"x6'-8" ITN ( 1 (2) EXIST. DOUBLE HUNG ICV 6 ® I ° , ;. 6 NEW INSULATED DOOR GARAGE TO MUDROOM 10 (2) 28x611 UNITS SUNROOM WEST 2 I ' 2X8 @ 16" OC FOOF RAFTERS o J 2'-8"x6'-8" (FIRE-RATED) (2) EXIST. DOUBLE HUNG rn _ NEW INTERIOR DOOR MUDRM. TO SUNROOM 1 1 (2) 28x61 UNITS SUNROOM WEST ALIGN W/ MISTING ( I " , ( I Q 2'-8"x6'-8" (2) EXIST. DOUBLE HUNG 1 I 2x8 @ 16" OC CEIL. JOISTS 2x8 @ 16" OC CEIL. JOISTS I I L 3'-0"x8'-0" ENTRY DOOR ENTRY WEST 12 (2) 32x61 UNITS SUNROOM SOUTH EQUAL $' Q" EQUAL j� (2) EXIST.. DOUBLE HUNG 1 x I- I M 2'-6"x6'-8" CLOSET DOOR ENTRY HALL 13 (2) 32x61 UNITS SUNROOM SOUTH 0•• N O OFFICE N w l-Icv BEDR OM #1 0 N 0 14 A SERIES (FIXED PICTURE UNIT LIVING ROOM NORTH z I 1 I (� 1'-4"x6'-8" CLOSET DOOR HALLWAY 5'-4"x5'-4" TO ALIGN W/ AAN5424 2X6 GIRDER BOLTED TO STEEL SUPPO 2X8 @ 16" C ROOF RAFTERS o SHED ROOF OVER ° 12 � I I ( 1 A SERIES (FIXED PICTURE UNIT .1 III _ ° o III - - I 1 1 P 2'-6"x6'-8" INTERIOR DOOR OFFICE 15 5'-4"x5'-4" TO ALIGN W/ AAN5424 LIVING ROOM NORTH F_ — -04 — — — — — — —� — 1— r3 A SERIES AAN 5424 AWNING SHED ROQF(SUPPORT x I I I I I Q 16 LIVING ROOM NORTH 2'-6"x6'-8" INTERIOR DOOR BEDROOM #1 5'-4"x2'-4" RO A SERIES AAN 5424 AWNING 1 / (2) 2Xtz HEADER 1 4 1 I I o ® ( 1 R 3'-6"X6'-8" 4 PANEL BIFOLD CLOSET OFFICE 17 5'-4"x2 -4" RO LIVING ROOM NORTH 1 I Ch — — LINE OF FLAT ROF ABOVE S 3'-6"X6'-8" 4 PANEL BIFOLD CLOSET BEDROOM #1 18 1 EXTENDIGARAGE 071=7/47771/,T-27V `* 0 2'-6"x6'-8" POCKET DOOR BATHRM #1 19 - 3 30"X60"TUB I MASONRY ENTRY PORCH r O = W/SHOWER 20 N — — — — �— - o O 1 ° ENTRY HALL I w I HALLWAY B `J 2'-6"x6'-8" INTERIOR DOOR BATHRM #1 1 ^ BATHRM. 1 / I 21 co p - I x co a 8'-0" CEIL. \ w — N -- -- - ---- WINDOWS I o I I _ ..x6•-8" INTERIOR DOOR Z I ORM- i 7 w L NDO s & DORMER I 2' 6 HALLWAY I \ II I 2x8 @ 16" OCI ROOF RAFTERS I 29 I O 2'-6"x6'-8" INTERIOR DOOR BATHRM #2 22 2X6 @ 16" Or CEIL. JOISTS w14 ( (2) 2 12 HEADER I w1 \ ® — II_ �/ 1 23 1 \ / 01 01w \ a 1 c2t� X 2'-6"x6'-8" INTERIOR POCKET DOOR BATHRM #2Lu O 1 x° ONE CAR GARAGE of w co �° CLOSET - © 1 / r 24 \ L / w�1 I wo \ L / vap ( Y 3'-6"X6'-8" 4 PANEL BIFOLD CLOSET BEDRM HALLWAY // 1 f I o I I 1 z \\��� - — — — —N / I 3._6.. 25 2, SERIES O'ACW RO 2030 BATHRM #2 EAST \ p I NEW 2X4 @ 1£" OC ( ( I I F 9 \9TH WALL W/ 1/,�" GYP.BD. 1 1 1 w n \9TH 1 X6 8" 4 PANEL BIFOLD CLOSET BEDRM HALLWAY 26 A SERIES ACW3060 @ LIV. RM x& 5/8" 11 1 � I 1 \ 9�� I 0 3'-0"x6'-0"' OFFICE WEST �@ � EXIST. WALL J ,-.a GYP. BD. GARAGE I 2'-6"x6'-8" POCKET DOOR BEDRM #2 I I LL I z \ A 0 I A SERIES ACW4080 & ACW2680 MULLED 1 \ 1 J \ / r '� 1 B 2'-6"x6'-8" HIDDEN DOOR BEDRM HALLWAY 27 4'-0"x8'-0" & 2'-6"x8'-0" RO EACH OFFICE NORTH p I I � 0 \ I I A SERIES ACW4080 & ACW2680 MULLED o Q I- \ I / I 1 I i I a BEDRM. J A SERIES 1 1 1080 SLID. DOOR 28 4'-0"x8'-0" & 2'-6"x8'-0" RO EACH BEDRM #1 NORTH \ I / I `° I o \\ W HALLWAY / ° X 1 CC 11'-10"x8'-0" W/ SCREENS BEDROOM #2 SOUTH A SERIES ACW 2030 LL \ / REMOVE PARTITION 1 @ I I o x I 29 BATHRM #1 EAST o \ I / x I O A SERIES 6080 SLID. DOOR KITCHEN SOUTH 2'-0"x3'-0'" RO 0' FLOOR I I N I �, w I j -',I 0 I 6'-0"x s'-0" W/ SCREENS A SERIES �ACW 2030 O & EXTEND LIV. RM. °� W / 1 \j/ 111 w I I a I // I 30 2'-0"x3'-0"' RO BATHRM #2 EAST x ADD NEW R-16 INSULATION AT COMMON WALLS 1 I1 ( Z I ( x Lu 0- � / BATHRM. #2 60" I r' O A-SERIES ;3044 CASEMENT w &DD NEW GYPS eD TED GYP. BID.FIN — — I w — — —n — — — >a� o i // 0 VANITY 31 3'-0"x4'-4"' MULLED KITCHEN SOUTH 1 `�I 1 �Q I A-SERIES 3044 CASEMENT ADDNEW R21 INSUL. @CEILING & FIN. W/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I I I I I / I 32 3'-0"x4'-4'" MULLED KITCHEN SOUTH A-SERIES 3044 CASEMENT I I LIVING ROOM z ° I / / 1 33 KITCHEN SOUTH 1 J ° w I / 3'-0"x4'-4" MULLED EXIST. RIDGE �rEp pp} 8= — — I I U Zo F \\ I / ® � 1 I I Ir EXIST.IRIDGE ~ vi w I LLJ U \ EXIST, RIDGE 0 OW w J 1 I X 9 .1 / T° = is 1 w SINK D cn a I LI IF L OF FIREPLACE N I REMOVE EXIST. MUDRM. FRAMING I L ® \ EXIST. �______�__— I NOTE: �I MUDROOM 0 NEW 2X 12 ABOVE — — — FIREPLACE I \\ CONFIRM MAKE AND MODEL OF ALL WINDOWS & 1 Q 1 1 BUILT-IN DINETTE I 1 / Q I \ I DOORS WITH OWNER PRIOR TO PLACING ORDER. NEW P I w EXlsx ASTIG OWNER TO CONFIRM SCREEN CHOICE HARDWARE WOOD ® I = I PULLDOWN STAIRS I REF 1 P� I \ STOOP ;I 1 � �� — — — �� ' �, <n 1 - -- -- ��� 1 \ 1 1 I iy� \ CHOICE AND INTERIOR FINISH AND EXTERIOR I-_ 00 10 �,>� I \ COLOR. OWNER TO APPROVE HINGE PLACEMENT FEXIST. GASIREPLACE 0 I 9 Z 1 L+OSP C7 I \\ N IQ I \ I AND GRILLE STYLE AND LAYOUT. 1 BRICK HEARTH 1 z w NI BEDROOM #2 \ co >p ( o x I 10 I w � ( ° m Ir wl O LL _ _ _ _ I i SUNROOM 1 w 2X8 RAFTERS @ 16" 1 C @ NEW GABLE ROOF EQUAL EQUAL w E I 3 w I cep IwoP xwwrMe oErAIL LL 48" CABINETS TO BE DESIG ED = w NIB7 NDTNIAI�NRM RAF7®i O I COFFEE 1 REF. 0 (2) 2X8 COLLAR PIES @ 48" OC. = CONNECT RMC SnOSTO Top PLAT, 1 O REMOVE EXIST. HALF WALL BAR a J 5 HRAP OV ISAL5.ZO AA.COIL STRAP 4 P O—b b- ( W I TOP OP TCP PLATE t NAIL (CATH. CEIL. EXIST.) 2) 1-3/4"x11-7 8" LVL HEADER 2 1-3/ x - L EADER w 1 U) EXIST. CERAMIC TILE ON FLOOR Q � 1 w VERTICAL CEDAR ON WALLS j I ® j 37 3zL WINDO S 33 w — — — — — — — — (2) 1-3/4"x11-7/8" LVL HEADER 1 \ REMOVE BAY WINDOW I 1 u REMOVE EXIST. EXTERIOR DOOR 1 — — —� CRnTLe & CONCRETE STOOP \ ! O RO — — — — — °O 1� PATE _ EXIS OF OVERHANG = — — — — — — — — — — — — — — — — — — — — — — — —_ — — — — — — — — — 111 111 R -SHED ROOF OVER EM VE 1 I I O NEW BALCONY O I I � y q A.eR I X SHED ROOF SUPPORT 0 1 I 72 73 _ -- ___ ._ - - _ - . - - -NEW WOOD F c7 (2) 2X6 GIRDER BOLTED TO STEEL SUPPORTS - - - - - - - - - - - - - - - - K i ZIL L — — — � FRAMED DEC � S�nly II I ¢ RAIL AS PER CODE rLLL ft."STUPS FRAMED oPEM7Ns POR New MIroON OR exreclOR DOOR ',I 1 1 Ijl 7 DO TO j D WN O EXIS . PATIO EX ST, TEP RAILING TO CODE 7 — � — —�IIT- — —IT- NorE II(Ib uvPT GONIGTDR 1 1 I UPLIFT COMlGTION ID IDDM A _ AT BOTTOM F N OF TIE MEAO91 MD AT I I '�"IRP' S AMA 1 I I TO WN OF ORS AT 57105 IM S AND N TO LONlFGTOR9 AT NAIL 9805 AND AT TOP AND DOTTOM OF GRPPL®. 3 I II II FLOOR PLAN Ea STRAP TIES MAMFALIIRFD DT 51MP50N smotot -Tir www.To" UAE SlTSON Z-MAK OR IDA CONNECTORS MODEL NO.OD76 OR Arvwc ED 2wv^L2NT. TO 105ow-AOE CORROSION AMSTANOC 1 /411 1 T_OTT 9 . 2 1 . 2 1 �MAP WN=RKAWE�INLL PLATE AT POtkVAn(;m. FOR N1 uplam IN TION REVISED 9.24.2 1 UPLIFT CONNECTOR DETAIL REVISED 9.30.21 rInc 77006 c��V S�° FLOOR P ress RT ' A 102 2OF6 permits I dra,fting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 ORLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY MINIM P DESIGN DEAD LOADS* AS PLR ASCE-7-05 COMPONENT LOAD j (PSI) 6CILIN6, 5 6YPWM BOARD 1/2-11J I TA GYPSUM BOARD (5/8-in) l 4.0 5U59lENIXD STEEL CHANNEL 5Y5T7M► 20 COVE- RIN65 ROOF' AND HAL'- ASPHALT SHINSLES I 20 GYPSUM 514EATHING, 1/2-ir. -� — 2.0 PLYWOOD (per 1/2-in.) ; 1.6 EXIST. ROOF BEYOND EXIST. ROOF BEYOND NEW SHED DORMER @ LIVING ROOM EXIST. ROOF BEYOND HARDIE PANEL VERTICAL SIDING — RIGID INSULATION, 1/2-in. I 0.75 NEW GABLE ROOF @ADDITION SINGLE-PLY SH=--T KATERPROOFING MM-IBRANE I 0.T WATER?ROOt'INS MEMBRAN= t5 f3ITUMINOV5,tea'Mi00TH SURFACE HARDIE PANEL VEZING4 FLOORS AND FLOOR F I N 15 H E- 5 �Z METAL ROOFING @ SHED ROOF \\ // \ 12 NEW GABLE RO s CERAMIC OR OUARRY TILE 0/4-in) 16 0 _ I METAL ROOFINON 1/2-In. MORTAR BED ,�' '� NEW FLAT ROOF OVER ENTRY PORCH HARDWOOD F-LOORINp 1/7-in. iI 40 lH LINOLEUM OR ASPHALT TILE-, 1/4-in i 1.0 i \ / i SUSFLOORING,3/4-�. � 3.0 JOI5T SIZES (in) D.G. O.G. / \ / FIXED FIXED FLOORS, POOD .JOIST (no plaster) 12-in. 16-1n. STONE VENEER STONE I VENEER 2 X6 6 5 2X8 $ 6 6 HARDIE PANEL VERTICAL SIDING 2X0 I 6 2x12 i 5 -T TOP OF FLOOR 'MASONRY PORCH TOP OF FLOOR __ —_—__ =T- - - - - - — — FRAME PARTITIONS WOOD OR STEEL 5TLD5, I/2-In. GYP. BOTH 51DE5 6.0 FRAME WALLS EXTERIOR 5TUl.J KALL5: NEW FOUNDATION GARAGE I 2x4 a 16-in.,5/8-in. GYPSUM, INSULATED, 3/B-In. 51DINS 114 - - - - - - - - - - - - - - - - - - � 2x6016-in.,5/5-in.SYPSLM, NEW FOUNDATION @ ADDITION I INSULATED,3/8-1n. SIDING 12.0 EXTERIOR 5TU D WALL5 WITH BRICK VEN=R I wo WEIGHTS OI- MASONRY INCLUDE MORTAR HUT NOT PLASTEQ. POR PLASTER,ADD 5 ib/Ft2 FOR EACH FACE PLASTE''ZLD. VALUE'S GIVEN REPRESENT AVERAGES, IN SOME CA5E5 THERE 15 A CONSIDERABLE RANGE Or WEIGHT FOR THE SAME CONSTRUCTION. ?OIG EGG Or NEW YORK STAT'-_, R401.3: PERMANENT GERTIF GATE - SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DEy 6N PROFESSIONAL AND POSTED IN THE UTILITY 'ROOM OR OTHER APPROVED LOCATION INSIDE THE EVILDINO,. NORTH ELEVATION ( FRONT ) R402.2.4: AT OR GATSPACE ACCESS - SHALL BE WEATHER-STRIPPED RPED AND INSULATED TO A LEVEL EQUIVALENT TO 1 /4 IT = 1 '-0" 9 . 21 . 21 THE INSULATION ON THE SURROUNDING SURFACES. REVISED 9.2 4.2 1 R402.4. AIR. LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER REVISED 9.30.21 HOUR. R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA L15TED IN TABLE 402.4,1.1. WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. R402,4.1.2: TE5TIN5 - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AGA. TESTIN5 SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY- R402.4.4: COMBUSTION CLOSETS - ROOM5 CONTAINING FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE A NEW GABLE OVER BEDROOM EXHAUST PIPES INSTALLED CONTINJOUS TO THE OUTSIDE R405.3.2: DEET SEALING - DUCTS,AIR HANDLERS, AND FILTER BOXES SHALL BE SEA-ED. R405.5.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO EXISTING ROOF DETERMINE AIR LEAKAGE. I HARDIE PANEL VERTICAL SIDING EXCEPTION DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE THE DUGT5 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN REDUCE ROOF OVERHANG THE BALDINS THERMAL ENVELOPE. METAL ROOFING @SHED ROOF 2403.3.5: BUILDINO CAS TIES - SHALL NOT BE USED AS DUCTS OR i ; ! PLEhIUMS R403.4: MECHANICAL SYSTEM PIPING INSULATION - GARRY.N5 ® Ez \ FLUIDS >105°F OR <55°F, INSULATE TO R-5 M N. / / 8403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE o PROVIDED PATH VENTILATION THAT MEETS THE REQUIREMENTS OF 1 IRC/IMG. 0 LL:jl I I I I I THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER THAN HARDIE PANEL VERTICAL SIDING 0.01 X GFA + 15 X ($I OF BEDROOMS ; I) "CFA = CONDITIONED FLOOR AREA L' 2403.7: EQUIPMENT SIZING - PER AGGA MANUEL 5, BASED ON NEW STUCCO ! TOP OF FLOOR EXISTING MASONRY NEW DECK NEW LOADS CALGULA'-ED PER ALGA MANUEL J. BALCONY 8404.1: 1_1014TING - A MINIMUM 01715% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. G Q LOW-VOLTAGE LIGHTING EXEMPT 0 LL li i NEW STUCCO EXISTING MASONRY SOUTH ELEVATION ( REAR ) " = V-0" 1 /4 1 0 9 . 21 . 21 ELEVATIONS C") REVISED 9.2 4.21 REVISED 9.30.21 �o 7700s A��FESSIONP� ress � RT . A 103 permits I drafting ex editin 3OF6 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 • ORLIE/KATSIRIS RESIDENCE' 400 LAKESIDE DRIVE SOUTHOLD NY TABLE 8602.50) HASTENING SCHEDULE ITEMI 1 11 1A DESCRIPTION OF t5ALIMNG ELEMENTS ni - apa SPACING AND LOGAnON ROCK 4-ed BOX(2;"XOJMS7 OR ADDITION I BLoMS5 BMVEE14 CEILING JOISTS OR RAFTERS 9-6d COMMON O 4X0. AI 191"1,OR TOE NL TO TOP PLATM 5-40d BOX O/YXO.IVY),OR 95'X0.191"NAILb 4-5d BOX(2 f"XO_II9`)OR 2 CEILING JOISTS To TOP PLATE3-6d COMMON O 4"XO.lSI7,OR PER JOIST,TM NAIL 9-1041BOX(2 4'X0,126'),OR 545'XO 51"NAILS CEILINs JOIST NOT ATTAckED To PAR MIM RAP79t 440d BOX(9'X0113')OR 5 LAPS OVLx PAKT11fION5 ec [666 5V"R6029•I,R602S.7 5-16d COMMON(5 4"X0.162"h OR PACE NAIL NEW GABLE ROOF OVER BEDROOM I a„d Tbb1.R6023-1(q)J 4-3X0.51•'MALS -_ - -NEW GABLE ROOF @ ADDITION- CEILIKS JOIST AttACA®70 PARA I PI RAF"f Bt ] ; 4 ( �JOINT, TABLE 8602 9.1(47 i UM 6-1,1-86025.1,RA0252 wd T.M.8602.5.1 t"M FACE NAIL 4-IOd BOX WXO 128'7 OR COLLAR TIE!TO RAFTER•FACE NAIL OR 1 X 5 RIDGE STRAP TO RAFTER 2Q96' SIOd GAN s K">O 14D);OR 4-9'X0.131"NNLS FADE NAIL EACH RAFTER VERTICAL T&G CEDAR SIDING i 9-16d COX NAILS 0 j'XO.PJS)OR 2 TOM NAILS ON OW SA7r 9-IOd COMMON NAILS 1`5'X014b',OR AND I TOE NAIL ON OPPOSITE j b RAPTER OR ROOF TRY-.5 TD PLAM (9'XOU76"),OR SIDE OF EACH 1RAFTr1R OR 410d BOX li 4-3'X0131"NAILS 1 4-Ibd O i"XO 1951)OR RAISE PL. HEIGHT '@ BEDROOM TO 9'-0" ! 9-IOd COMRMON(iX0.14b'),OR j Tot NAIL j ! j I D1919'X0126",OR 1"NMLS T Dar,vALLCY OR NIP RAFTERS OR 4-5'% ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM j I 2-16d COMMON 0 4 "X0.162 7;OR TOC NAIL 9-1041 BOX q"XO OR108'7,O OXO 151"NAILS j I I j r Ibd COMMON(54"XO 162'1 24'OC.TACE NAIL I j j D STUD TO STAT 1X77 AT BRA6ED WALL PANEL 5) lad(S'X0.1267.OR j I 5"XO 191')NAILS 16"04.FACE NAIL 00 RAILING TO CODE j told Box(5K"xo a %OR 4 *TUD To 5Tlb AND ABUTTING STUDS AT INIYRSE5rnN6 WALL 9"xo.IDr NAILS 12"OL.PACE MwL CORNERS(AT BRAGB7 YVrd.l.PANEJ.S) 1I 16d COMMON(315"X0.162.1 W"OC.FACE NAIL NEW ' 4 I ! b Med GonndON(s v,^xO 1627 16"or,.EA.H EDGE FACE NAIL HNLTIJP MiCADL9R(J'O 7"11G•.PER WITH4'SPACE'W 16d BOX 0&'X0.199') 12"00.EACH PDG£PACE NAIL BALCONY 11 CONTIMJOu15 HEAot R O SND 4-641 COMMON(2 4"X0.191',OR TICE NAIL 5-ad max(2 A'XOn4'7,OR 4-10d BOX(5'XO 128" 12 TOP RATE TO TDR"Tr IOd BOX(S"X0.1267;OR 12"OL FACE NAIL 1641 COMMON(:14"X0.162.1 16"OL FACE NAIL S"XO 1517 NAILS 8-166 GOMaMON(B�'xD 162•).aR DOL$LE 717E PLATE SPLICE POR 5DC'e WITH+SEISMIIC 12-1641 BOX(5 4'xflJSa'7;OR FE A4ALL LINE SPACING<25' NxLsMI12-5"X0)51"NAILS £ND JOINT(MINIMA.M 24"LAP IS END JOINT) SMIGE 5 DO,OI,OR 772,ANO 12-16d(54"XD.1997 NEW STUCCO @ O NEW EGRESS WINDOW I SPLICE LSNGTM EACH SIDE OF EXISTING MASONRY AS PER CODE MALL uNE 5PAC1N6775 I6d COMMON(54"XO 162') 16"OC.FACE NAIL 14 BOTTOM PLATE O JOINT,RIM JOIST,HAND JOIST OR 1641 BOX(S 1S'Wo195•,OR I M06AINS ROT AT BRAGED WALI PANELS) 5"X0.ox )5-!X 12"OL.FAGS ML 9-I6d BOX 04'XO.I5g%OR 5 EACH W'OC.PALM NAIL Co I i WINDOW WELL EGRESS B BOTTOM PLATE TO JOINT,RIM JOIST.HAND JOIST OR 2-I6d COMMON(91:6"X0.1627:OR 2 EACH 16"O.C,PAGE NAIL AS PER CODE BLOCKING(AT BRACED KN.L PANEM 4-5•XOJ31"NAILS 4 EACH W'O.C.FACE NAIL 4-6d BOX(2 "X0.119',OR (h 9-16d BOX 0 4'x0ISS•),GR - - - - I 4-66 COMMON(2 4"X0.15(,OR TOE NAIL MIOd BOM 1`5•X0 I2D)1 OR J 16 TOP OR BOTTOM PLATY O SND 4.5-X O.I51 NAILS 9-16d BOX B i"X0.1951),OR 2.16d COMMON(S 4''X0.1627,opt Elm NAIL 9-IOd BOX(9"X0.128"h OR 9-5'X0.151"NAILS 5-IOd BOX(5"XO 128"h OR IT TOP PLATES,LAPS AT CORN9C9 AND MT!IRBECTIONS 2-I6d COMMON(V 4X0.162',OR FADE NAIL 9-5'90,151"NAIL$ L- J 9-Dd BOX 1`2 'XO.IPJ",OR 16 I'BIRA,[E O CP•f.Fi STUD AND PLATE 2-6d COMMON(2 4"X01517,OR 2-I0d BOX(J'XO128),OR FACE NAIL EAST ELEVATION ( SIDE ) 210dBSTAPLES194 5-651 Box x0. OR 2-Dd C 0MMON(2 4"XO19I7,OR 19 I'X b'S+EATNING O EACH 1°lEARING 2-1041 BOX(6'X0.126),OR FACE NAIL 2 STAPLE`S.1'ICROAM•1696•,1:0"LONG 5-bd COMMON O 4X0.191",OR 9-1041 BOX ID"XO)2b"h OR 1 /4" = V-0" 9 . 21 . 21 DOX DR 3 5TAPLES,I"CROWN*"j FR E V I S E D 9.2 4.2 1 20 V X b"AND M®BQ 5HEAT~TO VACH BEA 1N6 W DER THAN I'X 6• FAGS NAIL 4-bd BOX O}"X0.115'),OR FR E V I S E D 9.3 0.2 1 5-641 COMMON 0 4"xo.Is1 OR 9-106 BOX(5"X0124",OR 4 STAPLES,1'GROWN, 6)3y"LONG fLDOR 4-641 MX O]'9(0.157,OR 21 JOIST 7'O SILL TOP'MAIM OR GIRDER 5-Od COMMON O 4"X0.1911,OR 9-Iod BOX o"X0.176"1;OR TOE NAIL 9 5'x0.151"NAILS 6d Box 2 'xo 115' 4.OC.T NAIL 27 RIM J015T,BAND JOIST OR BLOCKING TO BILL OR TOP bd COMMON(2 4'X0,131'7;OR PLATE(ROOF APPLICATIONS ALSAI lad BOX m"X0.1257,OR 6.OL_TOE NAIL 9"X0151'NAILS HO X0.1151;OR 2-Od COMMON(2&NO 1919;OR 23 I'X 6'FLOOR OR LESS O F_AC-H JOIST 3-1041 BOX 0"X0,176");OR FADE NAIL 2 STAPLE.I'CROWN I6goJ 713"LON& 24 Y S1BPL,OOR TO JOPJT OR GIRDCR 9-16d BOX 151S9VOJ65"h OR ELAd7 ANO PAGE NAIL 3-1641 COMMON f9 4'"X0.1627 29 2"PLANKS(PLANK 4 BEAM-FLOOR t ROOP) 9-16d BOX M 4'X0.195"1:OR AT LAO BEARING,FAGS NAIL 2-I6d COMMON CS 4"XO 1627 5-15d COMMON 'XO 162" 26 IBAND AR RIM JOIST TO JOIST 4.10 15OX(S"XOJ2b);OK 4.5'XOJSI"NAILS,OR END NAIL 4-5'X 14cp.STAPLES,a'CROWN 206 COMMON(4"XO W2%OR 32'OC.AT TOP AND BOTTOM AND 9TASeE RED IOd BOX 5"X0.126'):OR 24"O G FADE NAIL AT TOP 21 MALT-UP 81RDER6 AND BEAMS,2-INCH LUMBER LAYERS !I"XO.151'NAILS ANP 00170M STA 06VK1V ON 5 II7P3 AND: 2-20d COMMON(4'9(0.1427,OR PACY NAIL AT rN25 AND 9-IOd BOX q"X0.128"1,OR AT EACH SPLICE 9-0'X0.51"NAILS 4-16d BOX Is}"XOISS')pR 26 LEDGER STRIP SUPPORTING JOISTS OR RAP?M 9-166 COMMON M 4"XO.162"1;OR AT MAOH JOIST OR RAPIER 4-IOd BOX t5'XOlO6),OR FACE NAIL a-5•xa.gt NAILS S4 BRIDGING To xnsr 2-I0d(9"X0126) MACH Cm,TIE NAIL ]HOOD'JfI"TURAL PANELS,501FLOOIA ROOF AND INTEWOR WALL THIN®TO rRAMINIS AND PARTIW-E BOARD WALL 50EATHINS TO PRAMING[See TA"8602.9(!)FOR WOOP STR,ICTURAL PANEL E%TBRMOR WALL TWATFNN&TO ANLL PRAMIN6l bd COMMON O"X0.113')NAIL(01"LCOK WALL) 50 9L"-4' bd COMMON O 4"xD.lsl'h1AL thODPI b n 51 1750"-I• Od COMMON NAL(24"X0.1517 6 12? 1041 COMMON,.) 118'1 NAgy oR 52 14--I k" 641(2 4'x01517 DEFOIRHeFn NAIL a 12 - - -- OTFif'R WALL sHP-ATHING CELLULOSIC PIBL4LSOARD I C90WN STAPLEPI W ga 5 6 1 IyAll a14s"6HMMIMAL OE 11n 0510 FI B9RBOARD DIAMETER,DR I'CROWN STAPLE I6 S., 5 6 TMNa " PILE I BANIZV ®R.ONS.1 ,50 STA 7 T 9PJ 4"eTP5IlM'7 5MEATHIIN9° 6ALVANIZEP,14"L011S,114'SCREWS• ..-- - - - TYPE _-- d 194'GALVANIZrD RooPIN9 NAIL;STAPLE 96 9ii'6YPffi1M 9HIEATHIN6 GN-VANI2ED,199'SU�HS,TYPE W OR s T T WOOD 07RL5TRUAL PAAEJ.9 COMBINATION SASFLAOR UNDERLAYMCIT TO FRAMING ---- - - - - - -- -.-. I "� NA OR NEW GABLE ROOF OVER GARAGE 6T k A40 LESS f 17 ' , 641 vrPORM'�n O J2a7 IL; --- -- - - - - - - - - j 6d COMMON(214"xo.tSi•)NAL 6d COMMON 0'X0.191")HAAT OR -- - - - _ ---- - bd DLFORNm O 4'XOA20")NAIL 5a k'-I• 6 12 I 1 "J4 115"-114" IOd COMMON()"X0.148")NAI4 OR b n BIRDIE PANEL VERTICAL SIDING od 17BFORMV®O4 x0.@a7 NAIL I FOR 51.I Xch.25.4 nm,I fact a 80446 mm,I MILE PER HOUR.0-441 We,1 41 l.6 ME,MPa i 1 ! !. O.NAM_S ARE 5N10bRi-GOMMOT{HOX OR DEFORM®SHANKS EXCEPT WERE OTfEMSE STATED.NABS USED POR PRAMIN S AMID SHEATHMS - I ' I i i I � i i COW4BGTIOItl SHALL NAVE'MINIMUM AVERAGE BENDING YIMLD BTRIIdGTFS/'"S SIiOWN.DO KSI POR SHANK DIAMCf7R OP 0.142 INCH OOd COMMON NIN0,40 KSI FOR SWANK a AMETEERS LAPAM THAN O 142 IMl'.H BUT NOT LAR6ER THAN O.I17 INCH•AND 100 KSI FOR SHANK DIAMETERS OF 0.142 It OR LESS b.STAPLE'S AIS 16 BASE MIRE AND NAVE A MINIKJM 1A&-INGN ON DIAMIETE1R CRO1M7 WIDTH. 26 I c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 ING+EG ON CM MM AT ALL SUPPORTS AWEW SPAM ARE 46 INCHES OR 6REATBR I I II d.POUR-FOOT BY 0-^ oR 4-1roOT HY 4-POor PAJW.5 SHALL BE APPLIED VERTCA-LY. GARAGE 6.SPACING OP PA5TENOM NOT ING OtV IN THI5 TABLE SHALL EE MA5W ON TABLE 9602.9 W. M.AVHERE THE ULTIMATE VENOM WIND SPEED IS 190 MPH OR Lam•"LS FOR ATTACHING WOOD STRUCTURA I_PANIM.ROOT'SWATHING O SAELE END WALL MRAMIN6 SHALL M SPACED 6 INCHES ON CENTER.1NISRE THE ULTIMATE CE51ON WIND SPEED 15&REATOR THAN 150 MPH, j IFT] F11 KNLS FOR ATTACHING PANEL ROOF S-IEATHING O INTERMEDIATE SUPPORTS SHAT L Be BE SPAe W 6 INCHES ON CENTER FOR MM NIUM 48 IM DgISTANCE FRA'1 RIPEEa,FAvES AM77 GABLE END WALLS AND 4 INUIMb ON GYNTrR TO GAsl.r END WALL PRAMUVS. STONE VENEER I LoJ SHNIG 5U M SHEATHING SHALL CONFORM O ASTM 0 546 AND SHALL BE IN5TAJJ.ED M ACCORDANCE ALITH GA 255.FIST RDOA7D OHMAT-0NG CONFORM TO ASTM C 208 OF BAND R=Mo LOCKS&AND%PL.00R PrRTEMR5 ON FMETERS ONLLOOR Y.NS OF A5P 11IF ERS ROOF SWATH S APPLIES TO PAWL EDSM AWL 161PSiIES APPLIES Sr PR.AMtI1I& O P VP6£5_ j THE PRAM MEMBERS NIMD NOT BE PROVIPtD EXCEPT AS REQUIRED 9Y OIMFR PROVISIOM9 OF ATHIS CODE F1)OIR F IMIT I[�H.4L.L_Be j I 6U"PORTED By FRAMING I!££MB6R5 OR SOLID BLOC"KINS. _ PROVIVE 7N OW SIPr Hr RM`7£R ANIP TOE NAILS PROM TNYCr;11 PARALLEL6 4915 TOI TOP ACCORVANCE PITH SIN ACCORDANCE KTH TMS colev r.THE TOE NAIL O KIT. FL 7TVC OPPOSITE SIDE OF THC RATER SHALL NOT BE RPOUIRM. - -TO SUNRM FL j NEW STUCCO @ EXISTING MASONRY JAS 9T r caf �oAR77006P���� ELEVATIONS oFESS1, WEST ELEVATION ( SIDE ) 1 /4" = V-0" 9. 21 . 21 [REVISED 9.24.21 rens FREVISED 9.30.2 1 RT A 104 permits draftingexpediting 0 V PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 CIRLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY OURIMANE AW-0011IS MANUFACTURED BY SIMP50W STR0146-mv C mir-TORO H'CeL.No.LSSMJ-95 10 OR EW VALENT AT EVERY RAPTER TO RIDGE CONNECTION P# RAFTERS DO NOT ALIGN NEW GABLE ROOF OVER GARAGE EXISTING ROOF HURRICANE A r-HORS MAFUFACoTURED EIY NEW 2X12 RIDGE i STRONG-TIE CONNRGTORS MOpEL No.LSTA24 OR APPROVE PROVIDE RIDGE STRAPPING TO RAFTERS EQUNALEM AT EVERY RAFTER TO RIO6E NEW 2X12 RIDGE ASPHALT/FIBERGLASS ROOFING i � R-28 INSULATION GOrNWTION WI N RAFTERS AL16N PROVIDE RIDGE STRAPPING TO RAFTERS ROOFING FELT i ASPHALT/FIBERGLASS ROOFING 1/2" CDX PLYWD SHEATHING ROOFING FELT 12 R-28 INSULATION 2X8 @ 16" OC ROOF RAFTERS R-2 LNSU TIQN- pip-e-'. 1/2" CDX PLYWD SHEATHING 2X8 @ 16" OC ROOF RAFTERS 6 12" ROOF OVERHANG TYP. i 3/4" PLY . @ ATTIC EXIST. CELL. 12" ROOF OVERHANG TYP. JOISTS ALUMIUM GUTTERS — - NEW 2X6 @ 16" OC CEILING. JOISTS SCREENED SOFFIT VENTS TYP. PLATE HEIGHT TO BE NEW (2) 2X12 HEADER @ DOOR OPENING i DETERMINED BY 5/8" FIRE RATED GYP. BD. @ WALLS & CEILING FASCIA TO ALIGN W/ NORTHEAST ADDITION ALIGNMENT W/ FASCIA NEW REMOTE OPERATED OVERHEAD MUDROOM STONE VENEER APPLIED AS PER OF NORTH EAST GARAGE DOOR AS PER OWNER'S CHOICE t MANUFACTURUER'S DIRECTIONS ADDITION I f 5/8" GYP. BD @ GARAGE INT. 1/2" PLYWD SHEATHING NEW DOOR 2X4 @ 16" OC STUD WALL 2X4 @ 16" OC STUD WALLS TO MUDRM. I I R-15 INSUL' EXISTING I REMOVE 5/8" PAINTED GYP. BD. @ INTERIOR I I GARAGE 1/2" GYP. BD @ INT. REF. SUNROOM I EXIST. R-15 INSULATION EXTERIOR UNHEATED SPACE f DOOR f I SINK — — I I RIDGE STRAPPING DETAIL I NEW I I CABINET I BEY T.O. KITCHEN OND IFL5/4x6 WOOD DECKING . TOP OF MUDRM. FLOOR ( 2XACO DECK JOISTS 16" OC — I NEW DECK ANCHORED TO GIRDER W// NEW 4' REINS SLAB TO ALIGN W/ f NEW CONCRETE APRON @DOOR OPENING EXISTING IMPSON HS HURRICANE TIE as'aw.ai.as.c moccmu»+eon w wsw (2) 2X12 ACO GIRDER ANCHORED TO NEW 2X6 ACO SILL PLATES • 4X4 POSTS W/SIMPSON LPC POST CAP ANCHORED TO FOUNDATION AS PER CODE �"Rnaw, TOP OF EXIST. PATIO as'sos snwu-m cnsc**os NEW 8" OUR. CONC. FOUNDATION TO MIN. 1 — — — — — — — — — — — — — — — — — — — — — — — 3'-0" BELOW FIN. GRADE 4X4 ACO POSTS ANCHORED TO s.'+e'�.uaew»snYM°o 14" DIA. CONC, FTGS W/. wew»nwwo'moas -`\ w�a+�s"ct rarer w SIMPSON PPBZ PORCH POST BASE "'" CTO`°"° "^A` I I I I ( I I W/ 1" STANDOFF & EPDXY COATING I 1 sros•"•ea SECTION # 1 THRU GARAGE SECTION # 2 THRU GARAGE,MUDROOM AND SUNROOM SECTION # 3 DECK M Mro REVISED 9.24.21 REVISED 9.24.21 REVISED 9.30.2 1 REVISED 9.30.2 1 ROOF 5TRAPPINO DETAIL USE SIMPSOM z.+I x OR HD6 co*m-ORB TO MW-^W LORACV(Al RE515TANGE FOR ALL F0*,RDV4ARE IN C 7+1EGTION MV AGO LUHB2R. WALL STJDS•16.OG. BOTTOM M RM JOIST N Sm FLOOR NOTE, TO BE FLOOR JOIST INSTALLED AS PER MANUPAGWRE3 SILL PLATE-\ SFCGIFIGATI0N5 AND NYS GODG TERMITE SMIE 16 60.STRAP TES MANIFAGT ftED FO"ATION BY 514PSON STRomawnE GONN5GTOR5 No.6516 OR AFT7t0% P EQUIVALENT. STRAP TO WIVE MIN.12'SEAMNS ON TW STM AND WRAF'UNDER SILL FLAT=AT FOUNDATION. NI 56 5_TL BEAR""PLAT?MMIUPAGTURID r BY B STRON6-TIE GOMEGTORS MODEL No. LBP%OR AF►ROV®EQUNALENT GAL%'912'MOOD ANCHOR BOLT •V-0'D.G. NEW DORMER 'W T MIN.EMBEDMENT INTO CONCRETE ASPHALT/FIBERGLASS ROOFING FOUNDATION STRAPPING DETAIL ITHI 6-12"OF EACH END OF PLATE ROOFING FELT EXISTING RIDGE 1/2" CDX PLYWD. - EXISTING ROOF FRAMING 2X8 @ 16" OC DORMER RAFTERS R-28 INSULATION -2X4 @ OC RAFTER TIES 1/2" GYP. BD @ INTERIOR i NEW GABLE ROOF i BEYOND Lin MIm WOE DIFFEREAbGE LINE OF ROOF BEYOND NEW FLAT ROOF OVER ENTRY PORCH MEMBRANE ROOFING 3/4" PLYWD. SHEATHING NEW (2) 2X12 HEADER 2X6016" OC ROOF JOISTS N HEIGHT TO BE DETERMINED (2) 1-3/4"x7-1/4" 2.0 LVL BM ON SITE i — — REMOVE EXIST. CEILING — REMOVE EXISTING BAY WINDOW & ROOF OVERHANG 5I5"OxIV STEEL ANG}4OR ` i BOLTS AT 5'-0" O.G. MAX. _ NOTE: MIN EMBEDMENT OF I" \ ISI- CONFIRM VERTICAL RO OF WINDOWS / & ADJUST HEADER HEIGHT TO \ / I ACCOMODATE FLAT ROOF FRAMING SEE PLA c I zs \ STONE VENEER d NEW / \ TO BE KITCHEN ED BS R-15 I IEULATION a' G Mld R-28 INSULATION If ; NEW MASONRY EX TING FLOOR FRAMING ENTRY PORCH ' AN r.,HOR BOLT DETA►I L R-15 INSULATION s EXISTING BASEMENT t �— SECTION # 4 THROUGH LIVING ROOM & KITCHEN REVISED 9.24.21 REVISED 9.30.21 JAS �A 1 r � 2 sFo » sl SECTIONS A'��FfS0�P� cess ASTART X0 5 permits I draftinq I expediting 5 OF 6 PO BOX 4 9 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 ORLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY NAILING/FASTENER SCHEDULE RIDGE STRAP: SIMPSON LSTA30 NEW 2X12 RIDGE @ NEW GABLE ROOF SHALL BE INSTALLED TO CONNECT PROVIDE STRAPPING FROM RIDGE TO RAFTERS EACH PAIR OF OPPOSING RAFTERS ASPHALT/FIBERGLASS ROOFING PER 3 2.5 OF WFCM 2001 ROOFING FELT 1/2" CDX PLYWD SHEATHING RIDGE VENT 2X8 @ 16" OC RAFTERS NEW 2X12 RIDGE NEW GABLE ROOF 224 INSULATION 8D COMMON @ 6""OC @ 4'-0" PERIMETER ZONE QC Cd PArIFL FIELD PROVIDE STRAPPINGG BID COMMON @ 12 FROM RIDGE TO RAFTERS EXIST, ROOF BEYOND 2X6 @ 16" OC CEILING JOISTS BD COMMON @ GABLE ENDWALL P.PI E ASPHALT/FIBERGLASS ROOFING R-28 INSULATION 1/2" GYP. BD @ INTERIOR REFER M TABLE 3.8 WFCM - Bc { R-28 INSULATION ROOFING FELT 2 Cal 16" OC RAFTER -S 1/2" CDX PLYWD SHEATHING 2X8 @ 16" OC RAFTERS INSULATION BAFFLES R24 INSULATION R-28 IN HARDIE PANEL VERTICAL SIDING 112" GYP. BD @ INTERIOR PROVIDE (3) 3/8" THRU BOLTS (2) 2X8 COLLAR TIES @ 48" OC. EACH END OF COLLAR TIES T`/P. 1/2" CDX PLYWD. SHEP.THING SIMPSON H7Z HURRICANF TIES 6D COMMON @ 3" OC EDGE CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD 12" ROOF OVERHANG TYP. TOP PLATES @ EACH RAFTER ALUMIUM GUTTERS SCREENED SOFFIT VENTS TYP. 12" ROOF OVERHANG TYP. PROVIDE SIMPSON LPT4 OR ALUMIUM GUTTERS EQUIVALENT TO TIE RIM BOARD SCREENED SOFFIT VENTS TYP. TO DOUBLE PLATE TYP. INSTALLED AS PER MANUFACTURUER'S DIRECTIONS O 1/2" PLYWD SHEATHING 1 2X4 @ 16" OC STUD WALLS OFFICE STONE VENEER APPLIED AS PER PROVIDE SIMPSON H6 OR 112" PAINTED GYP. BD. @ INTERIOR BEDROOM #1 MANUFACTURUER'S DIRECTIONS Eouwl ANT To TIE 'WALL STUDS r O O 1/2" PLYWD SHEATHING BAND JOIST OF BOTH �Rs"ToS TOc TAPE 2X4 @ 16 & R-15 INSULATION 1 ( " OC STUD WALLS 1/2" PAINTED GYP. BD. @ INTERIOR PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS R-15 INSULATION TO PLATE & BAND JOIST @ 16" OC TYP. WOOD FLOORING AS PER OWNERS CHOICE S 1/2" PLYWD UBFLOOR y PLYWD. FLOOR SHEATHING R-28 INSULATION R-28 INSULATION 9-1/2" TJI 230 JOISTS @ 16" OC sD COMMON @ s" OC EDGE S 8D COMMON @ 12"OC FIELD LSTA 18 UPLIFT STRAF EXISTING FLOOR FRAMING PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS 2� EACH END. I. �� BOLT TO TIE SILL PLATE TO CONFIRM EXISTANCE OF DOUBLE IS MASONRY FOUIJDATIION TYP @ FLOOR JOISTS UNDER PARTITION ABOVE. 6'-0" OC FOR 1 STOPY, T-0" FOR 2 STORIES. 12" FROM COPIIERS & IF ABSENT ADD (2) 1-3/4"x7-1/2" LVL EXISTING BRICK ON FOUNDATION 8"0'-0" POUR. CONC. WALLS @ CRAWLSPACE OPENI JGS AND BOLTS TO EE MIN. TO BE RE-SURFACED W/ STUCCO 12" DEEP. OR ALTERNATIVE APPROVED BY 2X6 ACD SILLS W/ ANCHOR BOLTS TO CODE EXISTING BASEMENT OWNER 4" POUR. CONC. SLAB SECTION # 5 THROUGH MASTER BEDROOM SECTION # 6 THRU ADDITION - BEDROOM & OFFICE REVISED 9.24.21 REVISED 9.24.21 REVISED 9.30.21 REVISED 9.30.21 NEW 2X12 RIDGE @ NEW GABLE ROOF PROVIDE STRAPPING FROM RIDGE TO RAFTERS ASPHALT/FIBERGLASS ROOFING ROOFING FELT 1/2" CDX PLYWD SHEATHING 2X8 @ 16" OC RAFTERS R24 INSULATION 2X6 @ 16" OC CEILING JOISTS R-28 INSULATION 1/2" GYP. BD @ INTERIOR 12" ROOF OVERHANG TYP. NEW 2X12 RIDGE PROVIDE RIDGE STRAPPING TO RAFTERS ASPHALT/FIBERGLASS ROOFING R- 8 INS TIO il ROOFING FELT 1/2" CDX PLYWD SHEATHING HARDIE PANEL VERTICAL SIDING 2X8 @ 16" OC ROOF RAFTERS �(�I EXISTING ROOF FRAMING X8 INSULATION ) INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS (2) 2X8 COLLAR TIES @ 48" OC. R-28 INSULATION (2) 2X6 GIRDER BOLTED TO STEEL SUPPORTS muffin 2X6@16-OC SHED ROOF RAFTERS STONE VENEER APPLIED AS PER MANUFACTURUER'S DIRECTIONS SHEATHING BEDROOM #2 BATHRM. #2 BATHRM. #1 BEDROOM #1 5 2X4"@L16"DOC STUD WALLS R-15 INSULATION 1/2" PAINTED GYP. BD. C@ INTERIOR RAILING AS PER CODE 4X4 POSTS BOLTED TO DECK- 5/4 X 6 WOOD DECKING WOOD FLOORING, AS PER OWNERS CHOICE 2X8 @ 16" OC DECK JOISTS R-28 INSULATION 9-112" TJIDO 230 BJOISTS @ 16" OC (2) 2X12 GIRDER ANCHORED TO 6X6 POSTS �I ADD NEW 2X12 LEDGER BOLTED TO HOUSE FRAMING W 8"x4'-0" POUR. CONC. WALLS @CRAWLSPACE A I 3/8"x3" EPDXY COATED SCREWS @ 12" OC STAGGERED 2X6 ACO SILLS W/ ANCHOR BOLTS TO CODE 4' POUR. CONC. SLAB EXISTING BASEMENT 6X6 ACQ POSTS ANCHORED TO 18" DIA. CONC. PIERS I Jas � 1 SECTION # 7 THROUGH BEDROOMS & BATHROOMS r � REVISED 9.24.21 tis�o 77006 REVISED 9.30.21 p�aFESSWN�� SECTIONS Gess STA"HomokT[o: 6 A 10 6 permits draftingexpediting O F 6 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 All_�)0a_A9Al