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HomeMy WebLinkAbout49607-Z �FFat , TOWN OF SOUTHOLD BUILDING DEPARTMENT � r TOWN CLERK'S OFFICE SOUTHOLD, NY ,s 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#: 49607 Date: 8/21/2023 Permission is hereby granted to: English, Berry 260 6th Ave Greenport, NY 11944 To: Construct addition and alterations to existing single family dwelling as applied for, with engineer certification of sanitary system. At premises located at: 350 Skunk Ln, Cutcho ue SCTM # 473889 Sec/Block/Lot# 97.-3-7 Pursuant to application dated 6/30/2023 and approved by the Building Inspector. To expire on 2/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $841.60 CO-ADDITION TO DWELLING $50.00 Total: $891.60 Building Inspector o ' TOWN OF-SOUTHOLD—BUILDING DEPARTMENT Town.Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ak '` Telephone(631) 765-1802 Fax (631)765-95021 " ...m � �u� U� tii�� �u�� r,.. e ©ate Received ,1APPLICATION"' FOR BUILDING PERIMIT For Office Use Only - PERMIT NO. 460 Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner'sAuthorkation form(Page 2)shag be compieted_ q _ � a a• Date: 2,� OWNER(S)OF OPERTY: • Name: Lu SCTM#1000- Project Address: tc 15 Phone#: Email: , cop Mailing Address: CONTACT PERSON: Marne: Mailing Address: ,I L Phone#: . Email: DESIGN PROFESSIONAL INFORMATION: Name: MailinAddress" ' t'Phone If , 157 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 115 1 6m, LTD Will the lot be re-graded? ❑Yes A40 Will excess fill be removed from premises? ❑Yes o 1 PROPERTY INFORMATION Existing use of property -.. i ro ppe�'Intended use of � 6f �,J o Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to > this property? ❑Yes No IF YES,PROVIDE to COPY. The owner/contractor/design professional is responsible for all drainage and storm^stater issues as M t"pier 2dfn of the Town Code. APPLICATION 15 HEREBY MADE to the BuildingDepartment for the issuance of a Building Permit pursuant to the fiu"ng,Ione Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the consbuction of buiiwngs, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code-and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted RY rint Hartle): .+ i �Aiuthorized Agent ❑Owner Signature of Applicants � Date: /A 3v �3 STATE OF NEW YORK) S : COUNTY OFk—\�!' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above amed, (S)he is the (Coin actor,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 Oerewith,. Sworn before me this 120 {4 N ary PUINNAKOCKE lNIMST R f4otary Public,State of Nee York Re.�,No01K06402096 OLieiitied in Suffolk County Commission Expires f)ecem4er 2' 2023 (Where the applicant is not the owner) I, � .. =�t S _ residing at 35 o S (\l✓� l,f� �\ 1C�lTU� do hereby authorize Ni G�� MK12 A F)-I D to apply on my beh the Town of Southold Building Department for approval as described herein.. raer -Ignature Date Print Owner's Name 2 N. J. MAZZAFE O P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 29, 2023 Design, Construction InWection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 350 Skunk Lane Cutchogue N.Y. 11935 District-1000 Section-97 Block-3 Lot-7 Building Permit Application for Alterations Inspection—Existing Septic System On June 1, 2023, I inspected the existing septic system at the noted location. The inspection covered the location and size of the septic system components. The inspection results are: —The System includes a precast concrete septic tank(15 00 gallon) and one precast concrete leaching pool. The pool has precast concrete leaching system has a total effective depth 16'. The system is 8'diameter and contains multiple rings. The is a concrete cover for access. System is performing as designed. - The System size conforms to the SCDOH requirements for(5) bedroom house as of the date of installation and approval. The size of the System components is based upon SCDOH Standards. Result—Based upon inspection of this site and to the best of my knowledge, belief and professional judgment,the Septic System, when installed, complied with the SCDOH Requirements for a five (5) bedroom house. Of . Nicholas J. Mazzaferro, P.E. 0 0 "?c`' rslo "' UNAM ORIZED AM.YS'&lP IM OR AMMON TO TW SUR" 13 A VIOU4WN#Of SE nO1M 'MOO Or tftE'UEN' YOU VAU EDUCATION W. CODES Or'MIS SURM W[Ar NOT RKWNO THE 1AND MUTORS MEND OS SMOMW SEAL ASS 140T COO9NSM!OEREO TO Os A"Mug YAW COPY'. MAMNC&S SUo" MLI PROpsm,IM 51 fiO MMMKO MTlC1'M RM An Pop A SPWM PIJ o"so,on A NOT MIWr"M TO OOID9 IN Ina RREMOE Or YOKO OR Or19ER smwmxm 6gym"ON JNDWM REMdPN$0"W" ONLY to lit$ Mom FOR mm I HIMN AND TO THA ASMNEM Of ME LKWNG t Ma X9 09 SUBSWENT C "lE�OINEUS ANIS' j , CERTTFIED TO: BERRY ENGLISH LYDIA RICHARDS 1 FMEII'1'Y NATIONAL TME RMWCE SEIICES LLC+ 00- tl R TOMWAI 10D185.40 PROPERTY INFORMATION: AREA: 18,497.75 Sq.FL. = 0.4246 ACRES $�p57'5 » ac o DRAWING INFORMATION: N prop_ p • -� PC SCALE. V=30' NO-+ ��. �., �� IIRA"'�N` BY. R.H.H. 0.1 OAR "° � • z, FILE No.. Q195-22 0.90 n, -4 DATE: SEMMBER 28, 2022 G ?. 45.1Q 44y uI a sot #T� X r r. Qcc �ry�h V , LISA McQUILKIN LAND SURYEYING too co ---- L ; 274 BAST MSTREET - . MAIN ISLIP, NE'W YORK 11730 TSL: 631-277-3605-FAX: 631-277-3906 185,00 B-MAII.: Hsa tsl @Io anldswveyor.eom 12,4:18.3 CR a °6 OKDT 81057 50" SURVEY OF ,m rCoto� U DESCRIBED PR S TY AT CUTCHOGUE, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK .NOTES: SCTM. 1000-097.130-03.00-007.000 MMNCE OF ANY SASS1iBiNTB �� ER YLRIPBD BY A CO![PISI'B 11TU SEARCA. ,�- .SURYPOR 1.5 NOT REWONSIBU YOR UNDMMROUND UT[IrM OR STTt[WnTt$. 350SKUNK' LANE, CUTCHOGUE GENERAL NOTES CONSTRUCTION NOTES WIND FRAMING NOTES ELECTRICAL NOTES CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 1, THE INFORMATION WITHIN THIS BEY OF CONSTRUCTION DOCUNENTSIS RELATED TO BASIC DESIGN 1 RHDa6TO4RAFIER ASSEMBLY: 1. ALL EtECTMCALTO BE INSTALLED ASPER RAYS RESIDENTIAL CONSTRUCTION CODE GROUND YYTND SESMIC FROST WINTER ICTS7IIM INTENT AND FRAMING DETAMTHEYARE INTENDED ASA CONSTRUCTION AID,NOT AS ASU0.STuTE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYAENT FLOODS 14/4•X20 HEMA TRAPBWE IS USE INTIED OF A RIDGE IROFRAFT NUMBER OF 10d O M 3. ALL ELEGIRICN.WORKTO CO PLYWMQyE14 NEC,QUALIFIED UNDERWRITER. LOAD 9KPH) CATEGORY DINE TEMP. REQUIRED FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICEAND COAPLATLCEWIIFI CURRINFHEVAYOEOf TABLE 3A.WHENAC)uARTiE IUSEDWUED OFARDGE STIRAPTHE NUMBER OF 1.Od COMMON 3. ALL EJECRICILWORK70 CONPLYWTIN 2014 NE STATE BUILDING CODESTHEGENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OFTHE COLIARM NEED NOT EXCEEDTHE RECOMMENDED 4. INSTALL SMOKE DIETECTORSAND CARBON MONOXIDE DE(ECTORSTHROUGHOUFAS PER SECTION 20PSF 130 B SEVERE EFT. °1p°aG'`R sUSVrm ii• NONE CONSTRUCTION DETAILS AND PROCEDURE570 ENSUREA PROFESSIONALLYFNISHFD, NUMBEROFNNLSINTHESTRAP. R314ANDR9IBOFIRC. IUHFAW NwOURF STRUCNRALLYSOUNDAND A WEATHERPROOFCOMPLEIED PRODUCT. 2. RAFFERd'OWALLASSEMBLY. 7 FILE ALL GENEALCnONT000R13RESPOHEpLITYFOENURINGTHATALL WORK AND LATERAL FRAMING AIDSITARWALLCONNECTION.SFORRAFTER,CEILINGOnWALLToTopPLATE ENERGY NOTES 3. MWFSERA.CONTRACTORL4A)3PONSDRNY LOCAL CODES,ORDTALLWORN REULATION%EN SHALL BE IN ACCORDANCE To TAKE 33.WHEN A RAFTER OR TRUSS OO NOT FALL IN LINE WITH THE75CURRENT FEDERA4 STATE,COUNFYAND LOCALCODES.ORDINANCES AND FIEQULAIDNS,ETC. STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL PLAIEANDTHE THEM CODES ARET08E CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SKALLBE ATFACHED70 THEWALL SNDWITH UPLIFT CONNECTIONS.ROOF I. THIS DESIGN COMPLIES WITH THE2018IRCENERGY CODEASA PFLESCRFRVEDESREIN. GHaU{DeEADHERED70EVENffNVANWWL2WTIHTFlEWJOY OVERHANGNGTHERAKESIDEOFTHEBUIDNGSHALLBECONNECTEDWITHUPLIFT 2 THE DESIGICONSTm1CTiONSALLCOMPLYWRHSECTION R1010F7HE2018026 PLAN CONTENTS 4. DIMDI5ION5 SNALLTANE PRECEDEYi 01161 SCALED ORAWINDS.(00 NOTSCALE DRAWINGS CONN S 7NEDESGNER HASNOTBFIINENGAGED FOR CONSTRUCTION SUPERVISION ANDASSUMES NO 3. WALL -WALLASSEMBLY: RESPONSBILTIYFONCONSRRUCRON COOFDPUTNG WTIHTH3SE PLANS,NOR RESPONSIBILITY FOR WALL SNDSABOVEAND STUDS;BELOWA FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT OCCUPANCYCLA59FlGmON RES7DEmiAL CONMRUC"NMFAFLS,M'MODS,TECHNIQUES,5E0URNCES,ORPROF2WURB,ORFORSAfETY CONNECTIONS W ACCORDANCE WRIT TABLE3.3b.WHEN WALL STUDS ABOVE 00 NOT FALLEN LINE F'IREBLOCKING NOTES PREPARATIONS AND PROGRAMS IN CONNECTION WITHTHE WORK THEM ARE NO WARRANTIESFOR WITH SAM BELOW,THE STUDS SHALL BEATTICHEDTOACOMMON MEMBER W THE FLOOIL A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE Of THEM PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 33ENOM. . BUILDING NIGHT AS EXISTING 9•ABOVEAVERA6E GRADE 7. THEREFGENERR TO AL CONTRACTOR NDDWANDUOORNSURETAT SCHEDULE MASONRY IL PEFABRI 4. WALL ASSFMBLYTO FOUNDATION: FMEBLOCKODREQUULED-BYWRREMNMRESIDOMCWE 7. O EXCEEDS ANUF ATI WSSPENSCATIONS AND DANLI ETON CGDE CATD FIREPLACES MEETS FlASTWALL STUDS SHALL BE CONNECTED TO THE FOUFDATON.SILL PLATE,OR BOTTOM PLATE FIREBLOCKING SHALL 13E PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS BOTR VERTICAL AND DESIGN CRITERIA CODE 202/1 WC,2020 NYS UNIFORM SUPPLEMENT OR GENERA CONTRACTOR S0 CONSULT WITH HTHEa APPLICATION CODES, WITH UPLIFTCONNECTORS,STEEL STRAPS SHALL HAVE MINIMUM EMBEDMENT OF 7 INCHES IN HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STDRES.AND BETWEEN ATOP B. THE GENERAL CONTACTOR ISIb CONSULT THE OWNGRfNHALL BUILT-0'ITIE45 SUCH AS CONCRETE FOUNDATION ANDSLABON4RAOE,IS INCHES IN MASON"BLOCK FODNDATONS,OR STONY AND THE ROOF SPAM FIREDLOCIONG SHALL BE PROVIDED IN WOOD1IAM CONSTRUCTION I FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES fH00HCllGES,SHELVNB.PANTRY,CLOSETS�IRIINS,ET0. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WRNTABLE3.36 WHEN STEEL STRAPS THE FOLLOWINGLOGITIONS 91 WIND LOADRFJHUIREMENTSSHALLBETAFENINTR ACCOUNT DURING CONSTRUCTION. ARE LAPPED LINDERTHEBOTTOM PLATE,3INCH SQAREWASHERSSHALLREUSEDWRHTN 1. INCONCTALEDSPACOOFSMOWAUSANDPAR I=.INC1U0W6FURRm SPACES.ATTNE EXt B 60 ANCHOR BOLTS ANCHOR BOLTSPACNG IS TO BE SPACEDALND SIZED IN ACCORDANCE M TABLE CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURMDSPACES SKALLAL50 BE DESIGN LOAD CALCULATIONS EXI.BALCO NY 40 FOUNDATION NOTES 32.N ADDmSPACING,ANCHOR SPACANCHOR GOLFS ARETO BESPACED BETWEEN 6.12INCRES FROM PIRETILOCKED AT INTERVALS NOTEICMMG IOFEET.BATIS OR BLANKE15OF M103 LOR (LIVE LOADS PST) DECKS 05TORA0E 0 4 THE END OFAGILLPLATE AND ALL CORNERS GLASS F13M SHALL BEALOBIEDAS FIREBLOCLONG N WALLS CONSTRUCTED USING PARALLEL 6. TYPEIEXTEFD SNEARWALLCONNECnom REIMOFSTIIDSORSTAGOFAEDSIRDS ATTICS W/STORAGE 20 TYF'EIEXOM=SLEARWALISWIRLAMINIMUM OF({INCH WOOD STRUCTURAL PANEL ON THE 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HOR¢ONTAL SPACES SUCH AS ROOF(GROUND SNOW LOAD) PER NY38018 I. THE GENERAL CONTRACTOR AND MASON TO RENEW PLANS,ELEVATIONS,OLFALSAND NOTES70 EXTERIOR ATTACKED WITH B4 COMMON NAILS AT S O.C.ATHE PANEL EDGES AND 120.0 IN THE OCCUR AT SOFFITS.DROP CEILINGS AND COVE CEILINGS ROOMS(WAERTOM SLEEPING) 40 DETERMINE INTENDED HEIGHTS OF FINISHED FLOORS)ABOVETYPICILLGRADE AND 3. IN CONCEALED SPACES BETWEEN STAIR STONGER.S ATTH STOP AND BOTTOM OFIHE RUN. ROOMS(SLEEPING) 3o FlE10.PANEL EDGES SAND WALLBOARD ON THE SHALL IN ACCORDANCE WITH WITH THE LENGTH AT ENCLOSED SPACES UNDER STAIRS SHALL COMPLYWTH CURRENTN.YS.RESID CODE STAIRS 40 3. AUPDOTINGXATO R13TON UT MATERIAL MRGN)SOIL TQC.PANEL EDGESAND IO.O.CIN7HE FOLD GHAl1 BEW ACCORDANCEWRH THE LENOTN 4. ATTHE OPENNGSAROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVET,TO RESIST GUARDRAILS(ANYDIRECTION) 200 3 PROVIDE WALLSE)PANsfolIJOINTMA7ERAL BETWEEN CONCNE785LABS AND ABUTTED CONCRETE OR RI:QUTERIOR 5EARINA L ONINliTIONS: . TLE FREEPASMGE OF FLAME AND PRODUCTS OF COMBUSTION. MASONRYCONCR OCCURRING NEnEACHEDRIOR UNHEATED CONCORAREAS 6. TYPEREXHE XTE TOR SHEARLCONNEHALLN S FORTHE FIRESLOCNING OF CHIMNEYS AND FIREPIACFS,AS REQUIRED BYCURHEM RYES EOPOSURECATEGORY DESIGN FOR CALL 4. INYNEW CONCRETEWALLS BENGATTAT Ir TDEXL4APPROVEREPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUST SHALLCTORS IN TABLE 3AIEMBOFTA&E315ap TIDIES THE RESIDENTIAL CODE INSTALLED W71►1f5ITESAR,iB•LON6 AT12'O.G tIEA{WAOVED EPO%YFOR INSTAIlATION. APPROPNIATElFNG7i1 AD1USTMFJYTFACTORSINTABLE 316. 5. UNLESS OTHERWISE NOTED,ALL MARS ON GRADE TO BE 4000 PS.CONCRETE BE POURED ON 4• 7. INTERIORSHEARWALLCONNECTIM LOAD PATH SFE CONSTFHICTION AND WIND PAIN CONNECTION DETAIL PAGE THICK SAND OR GRAVEL FILL WRR fixe WWEN6HREINPoRQNC.INTERIOR SLAf)STO BEMNIMUM 4• ALLOWABLE SIDEWALL LHIGTNS PROVIDED IN TABLE 3,I.W STALL BE PTAMRTED TO BE HVAC NOTES ROOF-FOUNDATION) AND GENERAL NOTES THICK.ALL ELL TO BE COMPACTED TO 95%RELATIVE DENSAYWITH 8 INCH MAXIMUM LIFFS(LAYEFM WCREASEDWHFR INIFAIOR SHEARWALLSARE USED.SHEATHING AND CONNECNONSSHALLBEN 6. CRAWL SPACESTO BEPROVDED WmIA MINIMUM I8•SI4•ACCESS OPENING.INSTALL ONE 8x16 ACCOFDANCEWTTH 2AA2 AND 2,74 RESPECTIVELY. CAST IRON PDUNAILING SCHEDULE SEE GENERAL NOTE PAGE )DATONVENT FOR EVERY 150 SWFTOFARFA 8. COTNECIIONS AROUND E]fiER10R WALL OPENINGS: 7. DANPPaOF EXTERIOR OF FOUDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENTN.YS. HEADER AND/OR BIDDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN 1- MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLrABLECODES AND RESIDENTIAL CONSTRUCTION CODE A SAID.POLYETHYLENE FOAM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SRL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE SAFETYREQUWWWENTS. EGRESS SEEFLOOR PLANSAKD WINDOW SCHEDULE BELOW GRADE PORTION OF EXIMOR WALES PRIOR TO BACKFDUNG, WITH TABLE 3S 2. HNAC SUBCONTRACTOR ISTO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMEMS WITH THE 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE 9. CATHEDRAL CEDING ASSOKeLt EQUIPMENTSUPPULR TIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. WHERE RIDGE 1370 BE USED As A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 3. RVACSUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT R-To THE (SM01�&CO2 DETECTORS) CARBON MONOXIDE ALAMMSTO COMPLY WITH 8315 UM AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL FRAMING NOTES EACH RAFTEWTOAIDGE ALONGTHE OPEN CEBWG PARTOFTIE8UILDNG CONNECRONSTOTRE ENERGYCALCUATONs 2o18IE0C RIDGE AND WALLSIIALL BE ATTACHED WTIHTHEABOVE REQUIREMENTS. L ALL FRAMING TECHNIQUES AND MEAHOOSAS PRESCHIpAVE DESIGN OFCURRENT SETO HIGH WED SOIL NOTES ADDITION WOOD FRAMING CONSTRUCTION MANUAL DECK & COVERED PORCH NOTES 1 NEYJFBL70IlE CLEAN OF ORTJANIC MATERIAL CONTRACTOR TO VEAffYE103nNGSOR CONUIIIONS 2 UNLESS OTHERWISE INDEED,ALL FRAMING AND STRUCTURAL WORD MATERIAL ro eE n+BTL FRAMING AND FASTENER INFORMATION OCORS,FIRTO WISE PRIOR TO FILL.REMOVE AND ADD ADDITIONAL Flu AS NEEDED. 3. UNLESS WALES,CEILINGS AND RAFTWGWAE5PACDAT IB°E(2 UNLESS ODER DOUG. FIR. 2 COMPACTION OF NEW FILLSHALLBE AT LEAST 95%PROCTOR OENSnY(PER ASTM 0l:98 ONO ASTM 4. HEADING ALLBEARNG STUDSAD C2)FURS To LL LENGTH STUDS ON 1 UNLESS OTHERWISE NOTED. FRAMING MATERIAL TO BE#1 ACT)PRESSURE TREATED LUMBER. D1557).COMPACT THE SOIL AT 32•UFfS(TYPICAL).CONTACTORTO HAVE FILLTESTFD BYA OPENING WALL HEADER.4TO HAVE(2)JACKSTUDSAND(2)RILL LEN67H STUDS ON EAIX SDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. PROFESSIONAL AGENCY FOR COMPACTION. MMK LOCATION SIMPSON TmE INSTALL NOTES OPENINGS.LVL HEADERSTO HAVE(3)JAIXSIUDS AND(2)FULLLENGm STUDS ON EACH SIDE OF 1 GIRDERS FOR DECK JOISTS To BE BOLTED 70 EACH POST WITH WASHERS AND NUTS,WOOERS ON 3, DONOT BACKFILL UNTIL FIRST FLOOR DECK CONSFRUCTIMINCLUDNGSUeFLODRITS. E7E OPENINGS.BEARING WALL WINDOW BILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2.4 WALL CONCRETE PIERS SHALL BE ANCHED PER ORWITH FROM STEEL CONNECTORS ANCHORED INTO 1 R00FRIDGE LSTA/16 EVERYRAFT 20 GA-Sj•x15 OPENINGS BETWEEN 411•AND S-0•AND 2.a WALL OPENINGS BETWEEN SAA AND SA•,PROVIDE CONCRETE WITH A MINIMUNF}INCH DIA xT LONG ANCHOR BOL75 AND WASHERS AND NUTS FIRE STOP AND BGMENERSTOWHERE BAPPUCALED 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 TRIC(CONCRETE FOOTING.USE OTHER NOTES 2 NAPIER/ww. LSTA/16 EYERYNAFT IL ALL CHOS WHER6/HEADABLETOELL CONNECTING WITH HEAVY DULY GALVANIZED HANGERS AND AA]MMUM}DAxB"LONG ANCHOR BOLT WITH WASHERS AND NUTS,FOOTINGS SHALL BE 3 FT. i2GA-1}`x16 ANCHORS FLOOR UNDER DERWALLSTHAT R N PARASTO THE FLOOR BELOW GRADE PORGIES WITH COVERED ROOFS SHALL HAVE 12•DA CONCRETE PIERS FOR THE 8 BAUBLES.FLOOR JOISTSE CEAMIDTI THAT RUN PARALLEL EVERRT)FOR PROPER LOAD GIRDERS. L PROVDE�•7YP HEETROCN FIRE STOPPING AT iD'4•MAXIMUM DISTANCES FOR NON 3 WALL/WALL LSTy21 EVERYSND 2DGA-1}°x21 BRHNBS.FLOORSO HAVE PLANMICTYE INSTALLED SH/UL BEVERffIFD FOR PROPE7R LOAp 4. DEGNJOISTS TO HAVE BIBG@RG AT B'-0'D.C. ACCESSIBLE AREAS. CROVIDEUNLEBSNOICK ONINCLA G. A MINIMUM OF 10 INCH FLASHING SHALL RE INSTALLED BETWEEN THE BUILDING AND LEDGER. 2 IISESMPSON NANGE6AND ANIXORSWRH ZAEIIXTRIPLE PROTECTIVE C011TING FOR 4 WALL/BABE PL RSp44+A[ EVERY STD 7. PROHOE(2)13/4•TNIIX MKROUIMS(HEIGNTTO NATCIHFLOOA JOISTS)AROUND STAIRWELL 20GA-2}`x4} AND/OR OTIERACCESSOMMSSUNLESSOTHERWMENOTgDOYP=I LEDGERTO BE FASTENED TSI BUNTING WmH}NCH OUL BOLTS WAN WASHER AND NUFS WHERE WITH ACQ, R DORMERS RUNNNGLPFLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SDE QED' 3. INSTALLS-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR 6 BASE fi/FOUND ADD AS Nr, WHEREAPPLIG6LEUNL1550TMAWLSENOFPD. B. CONCRETE PIERSSHALL BEA MINIMUM S•ABOVEGRADE 7j DANCNORS 9- PROVIDE BLOCKNGMIDGING IN FLOOR JOISTS AT SIV D.C_USE SOLID BLOCKING IN FLOORJOISTS 7. ALL/0151570 BE SUPPORTED WITH HANGEASAND ANCHOR BOOTS EAIXlO15T SFW1AL50 BE UNDER All BEARING WALLS. ANCHOREDTO GURDER(SL ALLTESTI BESIIRP$ON STHON0T1E80R EQUNAIENi 10.PROHDEWBULATIONBAFFLEr ATEAVEVEMBBEPATMRAEMMMSTALLORAFFBLOOMOAS 8 COVERED ROOF55MlLLL BE ASSEKBLED AND ANCHORED THESAME MANNER AS ATYPICAL ALL FRAMNGM BE FASTENED IN CONFORMIWCEWRI6• IRCCODE-2015 1L UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLSTO HAVE A MININUNIkTHICL 4PLY FIR COX BURDING. TABLERGO23(1)-GENERAL PLUMBING_NOTETA13LE R8D S 2 3(31-SHEATHING ORSHEATHINGGRADEPLYWOOD.PLYWOODTO COVEROVERPULTSAND UBT ENS. TABLERBD25(9)-FNAMNG-ROOF >Z UNLESS ONHEI{WLSENOIED USEt7HIIXT&G FRS FIR OR ppVAMECH PLYWpODSUBFL00R ADHERED WTIH PLCO AD ME SCREWEDTO BOOR JOISTS FINISHED FLOORTO BE INSTALLED WEER SUBFLOOR AS Pi11 MTANUFALLTURES INSTRUCTIONS L ALLWATERSUPPLY,DRANAGEAND VENTING TO BEWSTALLEDASPER KM RESIDENTIAL PERSPEC160ALL20151RC+NY52017SUPPLEMENFAL DESIGN. L&ALL BATHROOM WALLSTO HAVE}"TilIX Moi57URE-REySTyNTSHEETROCR GARAGE WALLS AND CONSTRUCTION CODE WIND SPEED IS 430 MPH CEILINGS AND OVER FURNACE TO HAVE"THICK TYPGX SHEEIROC(.ALL OMER PARTS OF BUILDING 2. VO"SEnC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL TO HAVE REGULAFWSHEEIROCR ALL WALLS TO BE TAPED AND FINISHED. 3. IF WALLSIUOS,PLATES OR1015TSARE CUT OUT DURING INSTALLATION FOR ANY MILLILITERS RELATED NAILING SCHEDULE 14,ALL ROOF WITH A PHFCH LESS THAN 4:12 SHALL BE N STALLED WIDE AN ICE BARRIER OR WOIK PROMDEADEQUATE BRACING AND PLATES TO PROTECT AND SECURE IKESTRUCTURE.VERITY APPROVED EQUAL FLAT ROOFS SHALL RE APPLIED WITH A FIBERGLAS.BASE MEET WITH AN EPDM WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM KOLE SIZE AND TORCH DOWN TYPE MATERIAL OVER. SPACING PERMITTED. PEA 2O201RC CRAPIERS SCO,7,8 15.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO SE PRESSURE TREATED.SILL PLATESTO BE INSTALLED YOM A FOAM SELL GASKET AND COP 1.7GFTERMRE SHIELD ON APPROVED EQUAL SCTM# 1000-97-3-7 # ISSUE If REVISION DATE 1 FOR PERMIT 06/29123 �j M Z REVISION 1 08/17/23 J NUE E V E OF Ng 3 r J. A U G 1 8 2023 N.J.MAZZAFERRO,P.E. DRAWN BY: KS Z PROFESSIONAL ENGINEER DATE: W06/29/23 BUH,DING DEPT. 2 [� P.O.BOX 57,GREENPORT NY,11944 SCALE: N� 516.457.5596 EMAIL:maz lin@msn.com 057 AROFESS001AP'��C. RESIDENTIAL SHEET NO: 350 SKUNK LANE SE&I CUTCHOGUE, NY 11935 G-1 BILCO ENTRANCE CMU FOUNDATION WALLS 6'-9-FROM FLOOR TO ;;3 BOTTOM or JOISTS VENT WINDOWS (TYP.) 7'FROM FLOOR TO BOTTOM OF JOISTS UP4 .......... LOCUST POST CHIMNEY (5)STEEL COLUMNS SLAB ON GRADE BI JUN 3 0 202.3 c1l 1 7' FROM FLOOR TO BOTTOM OF JOISTS EUTILDWIG P.rPr. OIL TANK SCTM#1000-97-3-7 # ISSUE/REVISION DATE I FOR PERMIT 06/29/23 2 3 0 m 4 zi�v—m BY: EXISTING BASEMENT 130 N.J.MAZZAFERRO,P.E. KS 0 PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=I'-O" 06/2W3 P.O.BOX 57,GREENPORT NY,11944 SCALE: 516-457.5596 EMAIL:maz-fin@msn.com 1/81=11-0" 051do RESIDENTIAL SHEET NO: ssio'A* 350 SKUNK LANE SEAL. CUTCHOGUE, NY 11935 1 A-1 12'-7' 6'-9" 26 0 3 � N 9'-5" 6' I I' DN P P Q, N 2g N 29 29 9'-8" 29 29 OLD WALL TO BE ADDRESSED 9 29 9'-8" Ltj FIRE PLACE UP en N - 6'-5"FROM FLOOR TO a 6'-3 I/4' BOTTOM OF JOISTS ARCHWAY 9'-5" 27'-4" 30 30 ENCLOSED FRONT PORCH 30 SCTM#1000-97-3-7 # ISSUE/REVISION DATE 1 FOR PERMIT 06/29/23 2 3 NEW EXISTING FIRST FLOOR * N.J.MA77J�FERRO,P.E. DRAWN Sr. PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=1'-0" 0 06/29/23 P.O.BOX 57,GREENPORT NY,11944 SCALE: k/ 516AS7.5596 EMAIL:maz—Un@msn.com 1/8"=1'-0" pp - 051 ���` RESIDENTIAL SHEET NO: 4 OfESS10N� 350 SKUNK LANE CUTCHOGUE, NY 11935 A-2 SEAL - - - - - - - - - - - - 19'-5• — DORMER ROOF LINE i i II'-7• CHIMNEY — 7'-6"FROM FLOOR TO BOTTOM OF COLLAR TIES 27 50"KNEE WAL/8'29 — r-lo• o fl3-8- DN z° 2'-8•X3'-3' SCTM#1000-97-3-7 # ISSUE/REVISION DATE 1 FOR PERMIT OW9123 2 PSE 0 NEW Y 3 5 M•g� 0's4- 4 9 DRAWN BY: EXISTING SECOND FLOOR " *.I N.J.MAZZAFERRO,P.E. KS PROFESSIONAL ENGINEER DATE: SCALE: I/8"=1 -O� � P.O.BOX 57,GREENPORT NY,11944 06/29/23 SCALE: = 516.457.5596 EMAIL:maz Gn@msn.com 118"=1'-0" �O 05709y ���\ RESIDENTIAL SHEET NO: ROFESSIO�P%. 350 SKUNK LANE w-3 CUTCHOGUE, NY 11935 f•� SEAL 27'-5" 20'-8 NOTES: I. BASEMENT STRUCTURE TO REMAIN AS IS. 2. STAIRCASE TO BE REMOVED AND FIRST FLOOR STRUCTURE INSTALLED. BILCO ENTRANCE 3• EXISTING WALL COVERINGS TO BE REPLACED AS NEEDED. 4. NEW STAIRCASE TO BE INSTALLED - SEE BASEMENT PLAN. h ;t •,�:^r' sn,:,-�r.,,a:< :ire"��.vi�?s :z:,• CMU FOUNDATION WALLS 6'-9'FROM FLOOR TO a+ BOTTOM OF JOISTS Y• � c. r. if - •k..'.lfi S4"i`�',R7'J.:a'r)11A — •I:+i?•S +;.Rc»'Os'S5:"•f;#y.;` 4,^',MI'i: 'Y.i x", ':.`Y'+'ASS'!'.,•;5'A'k."J:` y+%s' y6I k 7'FROM FLOOR TO BOTTOM OF JOISTS REMOVE REMOVE LOCUST STAIRCASE POST - REPLACE (2) NEW STEEL ALLOW W/ STEEL COLUMN 1/ NEOW FLOOR UP PLATES 14"x18"x6" FRAMING THROUGH BOLT TO e GIRDER USE (4)y" < .g ;. BOLTS e .O t3 v n CHIMNEY TO N r. REMAIN (5)STEEL COLUMNS TO REMAIN B] . SLAB ON GRADE t 7'FROM FLOOR TO OIL TANK BOTTOM OF JOISTS OIL TANK o �, n � •_ "'?Ry xrJp'';•"S^".k,t�.;.j •e'$}iSL:t,''6:. b-J *'".x '„'A'.✓” ^S S.;Ve'+€.. Y' . :fI.L �f.' - 'iu/R9Ws.fN#f.Y.' ti.:L'+CYi•.•f.'ti.; <' SCTM#1000-97-3-7 48'-I" # ISSUE/REVISION DATE 1 FOR PERMIT 06/29/23 2 3 OF Eyr p 4 Y • A �¢ .r N.J.MAZZAFERRO,P.E. DRAWN BY: BASEMENT DEMO PLAN KS * PROFESSIONAL ENGINEER DATE: SCALE: I/8"=I'-O" Z 06/29/23 P.O.BOX 57,GREENPORT NY,17944 SCALE: t� 516.457.5596 EMAIL:maz fin@msn.com 1/8'=1'-0' '2�F0 Ho 05.1 �� RESIDENTIAL SHEETNO: A'ppF ,cgtO41Py� 350 SKUNK LANE A- 4-A CUTCHOGUE, NY 11935 /`# "t SEAL 27'-5" 20'-4" 2'-4" 2'-9" 2'-9" NOTES: 3'-I" Iff—1 9'-5" I. EXISTING DOORS AND WINDOWS TO REMAIN. REMOVE BAY WINDOW 2. FRAMING TO REMAIN EXCEPT AS NOTED. (SEE NEW LAYOUT FOR REPLACEMENT) Ira° 26 DEMO WALLS 3° & REMOVE BATHROOM DEMO WALL REMOVE STAIRCASE TO ALLOW NEW DN DEMO WALL & INSTALL NEW FLOOR FRAMING WALL & DOOR z9 DEMO 29 INSTALL NEW FLUSH HEADER 29 �� WALLS (SEE FIRST FLOOR PLAN) 29 29 8'-5"FROM FLOOR TO 3' _ BOTTOM OF JOISTS NEW POST ON EXISTING 29 z911 — --- -- ------ FOUNDATION WALL co N FIRE PLACE TO REMAIN NEW POST REMOVE DOOR AND REPLACE WITH UP TWO WINDOWS RELOCATED FROM REMOVE & RELOCATE WINDOWS TO SIDE OF HOUSE (WINDOWS TO FRONT OF HOUSE. FILL OPENING W/ STANDARD FRAMING & COVERINGS REMOVE STAIRCASE CENTER ON WALL)- TO MATCH EXISTING EXTERIOR (SEE NEW LAYOUT ONFIRST FLOOR PLAN) N — -- N 3° iv ENCLOSED FRONT PORCH 39 SCTM#1000-97-3-7 # ISSUE/REVISION DATE 1 FOR PERMIT 06/29/23 9'-9" II'-6" 6'-3" 10'-4" 10' 2 47'-9" 3 AIS 0 NEW Y �S, MA .c� N.J.MAZZAFERRO,P.E. DRAWN BY: FIRST FLOOR DEMO PLAN F KS * PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=1'-0" p 06/29/23 o P.O.BOX 57,GREENPORT NY,11944 SCALE: 516.457.5596 EMAIL:ma2LHn@rnsn.com 1/"-i-0^ 05�09y t' RESIDENTIAL SHEET NO: AROFEsslott 350 SKUNK LANE CUTCHOGUE, NY 11935 A-5 SEAL NOTES: I. FRAMING TO REMAIN EXCEPT AS NOTED. 2. WINDOWS TO BE REPLACED AS NOTED ON SECOND FLOOR PLAN. 47'-9" 33'-10" REMOVE WINDOWS & INSTALL NEW _--- WINDOWS (SEE NEW LAYOUT PLAN) - DEMO ROOF =_ - INSTALL NEW DORMER FRAME _- - MATCH EXISTING DORMER -ROOF ALIGNMENT FOR ROOF LINE - - - - - - - ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, DORMER ..............I.....,,..,,,.rr - ..,,...r..............r.,.,,.. ROOF LINE II .rr........................... 30 DEMO WALL DEMO WALLS 7'-6°FROM FLOOR TO BOTTOM OF COLLAR TIES i (V 2� -_ co 29 ' `\j -11 DN 00 j I 20 °l REMOVE STAIRCASE (SEE NEW LAYOUT ON PLAN) N (V SCTM#1000-97-3-7 9'-9" 28' 10' # ISSUE/REVISION DATE 47'-9" 1 FOR PERMIT 06/29/23 2 3 4 0 SECOND FLOOR DEMO PLAN s 'M 9� N.J.MAZZAFERRO,P.E. �� BY. S PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=I'-O" 7a 06/29/23 0 P.O.BOX 57,GREENPORT NY,11944 SCALE: l44 516.457.5596 EMAIL:maz_Cm@msn.com 1/8"=1'-0• O - 057016 � RESIDENTIAL SHEET NO: A�oF�SS10N�'�� 350 SKUNK LANE c CUTCHOGUE, NY 11935 A-6. s AL NOTES: I. INSTALL NEW FOOTINGS, POSTS AND HEADERS FOR STAIRCASE. 2. REMOVE EXISTING FRAMING AS NEEDED FOR STAIRCASE. BILCO ENTRANCE 3. TIE EXISTING FRAME TO NEW HEADERS W/ STRAPPING. t w^= ,,;;ng ..=:3'.i.. C•%+;3".: ='aH:.nq}?.tCi,;,.� CMU FOUNDATION WALLS 6'-9"FROM FLOOR TO ?r BOTTOM OF JOISTS 4 �.,<,,,,;,.a.,,,;.:��..�a'; - - :x;M4iro�;.a.,.. . �.,,, e,F', "LS; :, ,' ;"x6ro ..'�•'.L-,a.�;.�r,w,. a .�„^'..Y,..c,r... «p; NEW FRAMING FLOOR k ABOVE - FLUSH WITH 7'FROM FLOOR TO EXISTING 2"x8" @ 16” O.C. BOTTOM OF JOISTS REMOVE LOCUST POST - REPLACE W/ STEEL COLUMN (2) NEW STEEL PLATES V"xl8"x6" - BOLTx 5 THROUGH TO � - �•- GIRDER USE (4)y" &, BOLTS t . . e• s CHIMNEY < .' CO)STEEL B COLUMNS ; SLAB ON GRADE 5' TO REMAIN 7' FROM FLOOR TO NEW (2) 2"XIO 01— —4A BOTTOM OF JOISTS HEADERS - oIL TANK NEW STEEL ° COLUMNS ON = 4 GEE) 2'x2'xl' FOOTING 8' 7'-2" " s a '•v. :sµ':k,ri ;.rf> (4 LOCATIONS) 4 NEW STAIRCASE: 14 R @ 7X" SCTM#1000-97-3-7 (VERIFY IN FIELD) 13 T @ 10 y4" ## ISSUE/REVISION DATE 1 FOR PERMIT 06/29/23 2 OF r 3 4 BASEMENT PLAN N.J.MAZZAFERRO,P.E. D� BY: KS 70 PROFESSIONAL ENGINEER DATE: SCALE: I/8"=l'-0" r5 ® P.O.BOX 57,GREENPORT NY,11944Ali SCALE: 4u 516.457.5596 EMAIL maz—un@msn.com 1/6"=1'-0" RESIDENTIAL SHEET NO: AbOFFSSIO�P�� 350 SKUNK LANE CUTCHOGUE, NY 11935 -7 SEAL NOTES: I. ®NEW WALL 2. KITCHEN LAYOUT TO BE PROVIDED DURING INITIAL CONSTRUCTION. KITCHEN TO COMPLY WITH CODE REQUIREMENTS. 3. EXISTING DOORS & WINDOWS TO REMAIN UNLESS SPECIFIED FOR (2) ANDERSEN A400 TW 3832 CHANGE OUT. - RO = 8'-0"W x 3'-4"T (VERIFY W/ WINDOW SPEC.) 4. ALL EXTERIOR ROOF/WALLS TO BE INSULATED PER NYS ENERGY - EXISTING HEADER TO REMAIN. CODE / 2018 IECC SECTION R503.1.1 PARAGRAPH 2 - EXISTING. - MODIFY BAY WINDOW ROOF AS NEEDED TO 5. ALL INTERIOR CEILINGS/WALLS TO BE INSULATED PER NYS ENERGY MATCH EXISTING ROOF LINE. CODE / 2018 IECC SECTION R503 ALTERATIONS. 6. ALL CONSTRUCTION TO BE PER 2020 NYS BUILDING CODE. 19'-8" a NEW--EGRESS WINDOWS: 26 ( I 3 I I 4'a" ANDERSEN 400 SERIES I I CW135 OR TW3046 L—J L—J (2) NEW 30"x40" SKYLIGHTS VELEX OR APPROVED EQUAL • FIXED LIGHT PANELS • DOUBLE RAFTERS (2"x8") AT SKYLIGHT OPENINGS KITCHEN SISTER TO EXISTING 22, ° PROVIDE (2"x8") HEADERS AT SKYLIGHT OPENING ENDS - BOTH TOP AND BOTTOM z° z° CL ° z° _ z° 2° 7SN"_ Cl BEDROOM 2' BEDROOM#I Zo #2 3' o N NEW z° N II' itV,b6 h C �� 31 POCKET � WASHER/DRYER 3° 30 30 z° BI-FOLD DOORS ow, ° 3' 2 30 DN 20 __ _ —_ 7'-6• BArH PWDR NEW FLUSH HEADER USE: ® DEN/FAMILY ROOM ® NEW POCKET DOORS ° 0 (2) 1 YY4"x7 y4" LVL W/ 3/" STEEL PLATE OR 9 5• FIRE PLACEUP DINING (3) 1 Y4"x7%4" LVL W/ (2) %" STEEL PLATE TO REMAIN SUN ROOM/OFFICE � 3 8'-5"FROM FLOOR TO :o BOTTOM OF JOISTS 3° ENCLOSED SCTM#1000-97-3-7 FRONT NEW STAIRCASE: PORCH . 15 RISERS @ 7 y" # ISSUE/REVISION DATE 30 • 14 TREADS @ 10Y4" 1 FOR PERMIT 06129/23 • 3'-0"x3'-0" PLATFORM • STAIR RAIL TO BE 2 REVISION 08/17/23 COMPLIANT W/ CODE • VERIFY DIMENSIONS IN PSS OF NFh.Y 3 FIELD O.p� 4 N.J.MAZZAFERRO,P.E. DRAWN BY: FIRST FLOOR PLAN ,� KS w PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=1'-0" Y O 06129/23 P.O.BOX 57,OREENPORT NY,11944 SCALE: 516.457.5596 EMAIL:maz–Dn@msn.com 2�FOA 410. 05-709 ��� RESIDENTIAL SHEETNO: ROFfSS10NP� 350 SKUNK LANE SEAL A-� CUTCHOGUE, NY 11935 v WINDOW SCHEDULE - ANDERSEN 400 SERIES: AQ C13 CASEMENT RO - 2'-0%"x2'-111X6" © (2 EACH) - TW3046 DOUBLE HUNG RO -3'-2y"x4'-88" © C13 CASEMENT RO - 2'-0%'x2'-111X6" Q TW3046 DOUBLE HUNG RO - 3'-2,V8"x4'-88" TW3046 DOUBLE HUNG RO - 3'-2y"x4'-88" NEW DORMER AREA: _ .ROOF I. ROOF FRAME - 2"x6" @16 O.C. _ _ —_ 2.COLLAR TIES - 2"x6" @4' O.C. —____ (2) NEW 30"x40" SKYLIGHTS 3.STRAP & INSULATE DORMER PER CODE. _— '' _—0 — = VERIFY SIZE IN FIELD 4.DORMER ROOF SYSTEM TO BE PLYWOOD & = NEW PARTIAL DORMER EXISTING STRUCTURE THIS SECTION - MATCH EXISTING FRAMING NOTES: I. PROJECT IS AN INTERIOR ALTERATION. NO CHANGE IN BUILDING FOOTPRINT SIZE. TOP OF RIDGE _ 2. ALL ROOF LINES AND BUILDING HEIGHT TO BE MAINTAINED AS - - - EXISTING RIDGE (MODIFY FOR EXISTING. NEW PARTIAL DORMER ROOF) 3. ALL WALLS, FLOORS, CEILINGS TO BE INSULATED PER NYS I? YDS r�2" ENERGY CODE / 2018 IECC SECTION R503 ALTERATIONS. 2'x6 "E PROVIDE 2 6" RAFTER @ Ib" O.C. 4. NEW FRAMING CONNECTIONS TO BE DONE AND STRAPPED PER CONNECT TO EXISTING RIDGE WITH 2020 NYS CODE. SIMPSON RAFTER HANGER - LRUZ MASTER BATH WALK-IN CLOSET STORAGE �64Frs Tj FINISHED SECOND FLOOR N 2" x 8" (EXIST) BEDROOM #1 BATHROOM SUN ROOM / OFFICE FRONT FINISHED FIRST FLOOR 2" x 8" (EXIST) N GRADE I-17L EXISTING BASEMENT EXISTING BASEMENT SCTM# 1000-97-3-7 # ISSUE/REVISION DATE C d FOR PERMIT 06129/23 c` 2 REVISION 1 06/17/23 3 OF N 4 ,� N.J.MAZZAFERRO,P.E. DRAWN BY: SECTION I KS PROFESSIONAL ENGINEER DATE: SCALE: 1/4"=I'-O" O P.O.BOX 57,GREENPORT NY,11944 06/29/23 M 516.457.5596 EMAIL:m _hn@msn.com SCALE: az" 2`I'c�p 41o, a5�p9y ��2 RESIDENTIAL SHEET NO: AROFESStONP�'� 350 CUTCHOGUEKNYI1 935 A'1 Q SEAL 41 410Vh7VTTOROOF 4 1 410 VENT TO ROOF 210 49 210 LAV LAV TUB W.C. W.C. 2ND FLOOR SHOWER 410 2'0 20 410 210 210 410 410 21X/ 4T 410 210 LAV TUB LAV KIT,SINK W L: W.C. D/SH 1ST FLOOR WASHER WASHER 41 210 210 410 210 :210 210 2V 4V 410 410 Tp SEPTIC SYSTEM 41a �FRp�T YARD) BASEMENT RISER DIAGRAM SCALE: NTS SCTM#1000-97-3-7 # ISSUE/REVISION DATE 1 06/29/23 2 3 O,Q 4 N.J.MAZZAFERRO,P.E. DRAWN BY. KS Z ® * PROFESSIONAL ENGINEER DATE: 06!29/23 n P.O.BOX 57,GREENPORT NY,11944 SCALE: 2 2�/ 516.457.5596 EMAIL:maz lin@msn.com NTS SFO ° 0570 �' RESIDENTIAL SHEET NO: A�O�ESS{aNP~ A-11 SEAL : al -3� a5sessa�5 NOTES: 7 I. ®NEW WALL AMENDME T 2. KITCHEN LAYOUT TO BE PROVIDED DURING INITIAL CONSTRUCTION. KITCHEN TO COMPLY WITH CODE REQUIREMENTS. 3. EXISTING DOORS & WINDOWS TO REMAIN UNLESS SPECIFIED FOR (2) ANDERSEN A400 TW 3832 CHANGE OUT. - RO � 8'-0"W x 3'-4"T (VERIFY W/ WINDOW SPEC.) 4. ALL EXTERIOR ROOF/WALLS TO BE INSULATED PER NYS ENERGY - EXISTING HEADER TO REMAIN. CODE / 2018 IECC SECTION R503.1.1 PARAGRAPH 2 - EXISTING. - MODIFY BAY WINDOW ROOF AS NEEDED TO 5. ALL INTERIOR CEILINGS/WALLS TO BE INSULATED PER NYS ENERGY MATCH EXISTING ROOF LINE. CODE / 2018 IECC SECTION R503 ALTERATIONS. - - -- 6. ALL CONSTRUCTION TO BE PER 2020 NYS BUILDING CODE. 19'-8" 6'-0" SLIDING DOOR s APPROVED AS NOTED NEW EGRESS WINDOWS: 1 I I 1 DATE:_/&/o1/B.P.# 9 O ANDERSEN 400 SERIES 1 I I I NEW PLEXIGLASS WINDOW CW135 OR TW3046 L—J L—J (2) NEW 30"x40" SKYLIGHTS VELEX OR APPROVED EQUAL FEE BY: IN EXISTING FRAME • FIXED LIGHT PANELS NOTIFY BUILDING DEPARTMENT AT • DOUBLE RAFTERS (2"x8") AT SKYLIGHT OPENINGS 631-765-1802 8AM TO 4PM FOR THE KITCHEN SISTER TO EXISTING FOLLOWING INSPECTIONS: - • PROVIDE (2"x8") HEADERS AT SKYLIGHT OPENING 1. FOUNDATION-TWO REQUIRED 9'-9" 5'-10° 8'-9" 39 ENDS - BOTH TOP AND BOTTOM FOR POURED CONCRETE o } � J 2. ROUGH-FRAMING&PLUMBING o ®= _ S 3. INSULATION o 6 BE#2 OM 7'' 4. FINAL-CONSTRUCTION MUST BEDROOM#1 - m BATHROOM v SHOWER N N 1A � �1 R$ BE COMPLETE FOR C.O. NEW EXHAUST 29 — oUv fL"` , ALL CONSTRUCTION SHALL MEET THE FAN IN BATHROOM 2e x � m 1r, . 29 ENTS OFTHECODESOF NEW HALL 29 0 ' S St INS YORKREQUISTATE. NOT RESPONSIBLE FOR wJ JA DESIGN OR CONSTRUCTON ERRORS 3 60 29 CLOSET in 2-2"x8'HDR 7._2,. AT STAIR TOP "FRAME AT FLOOR n FLOOR LEVEL FOR NEW FLUSH HEADER USE: (Ijl DEN/FAMILY ROOM BASEMENT STAIR (2) 1 %"X7%4" LVL W/ 3/4" STEEL PLATE OR FIRE PLACE DINING TO REMAIN (3) 1 %"x7 I/4" LVL W/ (2) 3/" STEEL PLATE JAN 3 0 2024 SUN ROOM/OFFICE DOUBLE 2'x8"JSTS FOR STAIR SUPPIORT-BOTH FLOORS 8'-5"FROM FLOOR TO TL'vene 6#=v��GEe�tiilfiLe BOTTOM OF JOISTS -- UP -- 30 ENCLOSED SCTM# 1000-97-3-7 FRONT PORCH RELOCATED STAIRS: ## ISSUE/REVISION DATE 2R TO PLATFORM 3° 42"x37.5" PLATFORM 1 FOR PERMIT 06129n3 12R TO SECOND FLOOR ,.�---- � 2 REVISION 1 08/17/23 NEW FIXED°PLEXIGLASS'-- REFRAME OPENING AT CEILING LEVEL WINDOW -ZPANE IN 3 REVISION 01/16/24 EXISTING FRAME tE OE NEW 4 REVISION 3 01/29124 DRAWN BY: .a N.J.MAZZAFERRO,P.E. KS FIRST FLOOR PLAN �� * PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=I'-O" Z ® P.O.BOX 57,GREENPORT NY,11944 06/29/23 SCALE: =aL 516.457.5596 EMAIL:maz—fln@rnsn.com 1/8"=1'-0" Fa No 051p9h C� RESIDENTIAL SHEET NO: �ROFESSIO�A- 350 SKUNK LANE /� CUA-8 TCHOGUE, NY 11935 SEAL Y. WINDOW SCHEDULE - ANDERSEN 400 SERIES: QA C13 CASEMENT RO - 2'-0 8"X2'-III5(6" © (2 EACH) - TW5046 DOUBLE HUNG RO -3'-2y"X4'-8%" © FIXED PLEXIGLASS - DBL DO TW3046 DOUBLE HUNG RO - 3'-2y"x4'-8%" EO TW-3046 DOUBLE HUNG RO - 3'-2y"X4'-8%" - - - - - - - - - - - - - - - - - - - - - - - - - NEW DORMER AREA: ——_=---ROOF __I. ROOF FRAME - 2"X6" @16" O,C. (2) NEW 30"x40" SKYLIGHTS 2.COLLAR TIES - 2"X6" @4' O.C. ___ — — — -- — 3.STRAP & INSULATE DORMER PER CODE. __ '' �_'� — = VERIFY SIZE IN FIELD 4.DORMER ROOF SYSTEM TO BE PLYWOOD & SHINGLES - MATCH EXISTING. — — 0 — — — — — — — — NOTES: NEW WINDOWS EGRESS — ` — — — —= NEW WALL — — NEW WINDOW - FIXED © © — C -,PL'EXIGL-ASS:nEXISTING FRAME- '-z^ 2. ALL EXTERIOR ROOF/WALLS TO BE INSULATED PER NYS ENERGY -9^ _— —_ CODE / 2018 IECC SECTION R503.1.1 PARAGRAPH 2 - EXISTING. —NEW EXHAUST — 3. ALL INTERIOR CEILINGS/WALLS TO BE INSULATED PER NYS ENERGY 4' BATH _FAN iN BATHROOM— _ CODE / 2018 fECC SECTION R503 ALTERATIONS. BATHROOM — — — — — — — 26 i. BNASTER EDROOM o NEW 30"x30" SKYLIGHT z r—� VERIFY SIZE IN FIELD #a I 26 6 O \ 2g 2 BEDROOM WA -IN DN #3 [:':1 CL ET 28 NEW WINDOW EGRESS CLOSET 10'-2" 2a SEE FIRST FLOOR PLAN STORAGE FOR STAIR DETAIL ACCESS TO STORAGE .. _. 2'-8" WIDE HATCH _.. . . SCTM# 1000-97-3-7 # ISSUE/REVISION DATE 1 1 FOR PERMIT 06/29/23 A10 2 REVISION 1 08/17/23 NE 3 REVISION 2 01/18/24 y0,P 4 REVISION 3 01/29/24 SECOND FLOOR P LAN '9 N.J.MAZZAFERRO,P.E. Dw4vKS BY. PROFESSIONAL ENGINEER DATE: SCALE: I/8"=1'-0" r o 06/29/23 P.O.BOX 57,GREENPORT NY,11944 SCALE: 516.457.5596 EMAIL:maz—gn@msn.com 118'=1'-0" �FO� No 05709y ���� RESIDENTIAL SHEET NO: ROpESSIOIA 350 SKUNK LANE A-9 � n CUTCHOGUE, NY 11935 A-7 SEAL NOTES: I. INSTALL NEW FOOTINGS, POSTS AND HEADERS FOR STAIRCASE. 2. REMOVE EXISTING FRAMING AS NEEDED FOR STAIRCASE. BILCO ENTRANCE 3. TIE EXISTING FRAME TO NEW HEADERS W/ STRAPPING. SAN 19 2024 CMU FOUNDATION WALLS 6'-9"FROM FLOOR TO SOTTOM OF JOISTS •rc�r L� NEW FRAMING FLOOR ABOVE - FLUSH WITH 7' FROM FLOOR To EXISTING 2"x8" @ 16" O.C. BOTTO 1 OF JOISTS REMOVE LOCUST POST - REPLACE (2) NEW STEEL W/ STEEL COLUMN PLATES%"x18"x6" - THROUGH BOLT TO " o GIRDER USE (4)Y,," 8 'a BOLTS a• e CHIMNEY! a (S)STENS B COLUMNS SLaBvIV GRADE TO REMAIN 7•FROM FLOOR TO BOTTOM OF.JOISTS a c . M UP SCTM# 1000-97-3-7 4"(6 DRAIN TO UPDATE SEPTIC SYSTEM # ISSUE/REVISION DATE 1"0 PIPE TO PUBLIC WATER SERVICE 1 FOR PERMIT Q6129723 2 REVISION 1 08/17123 OF Ew 3 REVISION 2 01/18/24 Y 4 �O N.J.MAZZAFERRO,P.E. DRAWNBY., BASEMENT" PLAN - ` `� Z ° O PROFESSIONAL ENGINEER DATE: SCALE: 1/8"=1'-O" fi P.O.BOX 57,GREENPORT NY,11944 S9123 E 0 516.457.5596 EMAIL:maz_lin@msn.com RESIDENTIAL SHEET NO: AROFESSIONP� 350 SKUNK LANE CUTCHOGUE, NY 11935 ��7