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Home My WebLink About51242-Z O�ogilEfO(,f41 Town of'Southold 10/10/2024 P.O.Box 1179 o • 53095 Main Rd y o�. Southold,New York 11971 41p1 � �a CERTIFICATE OF OCCUPANCY No: 45644 Date: 10/10/2024 THIS CERTIFIES that the building DECK Location of Property: 8095 Alvahs Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-3-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/14/2024 pursuant to which Building Permit No. 51242 dated 10/4/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"deck addition and deck repairs to an existing single-family dwelling as applied The certificate is issued to Caspert,Laurie&Ronald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED hilt, Auth rize igna e -, VSao-' TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S'OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51242 Date: 10/04/2024 Permission is hereby granted to: Laurie F Caspert 8095 Alvahs Ln Cutchogue, NY 11935 To: legalize "as built" deck addition and deck repairs to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 8095 Alvahs Ln, Cutchogue, NY 11935 SCTM#95.-3-12 Pursuant to application dated 08/14/2024 and approved by the Building Inspector. To expire on 10/04/2026. Contractors: Required Inspections: Fees: As Built Addition/Alteration $587.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $687.00 ding Inspector OF SOGlyO6 # # TOWN OF SOUTHOLD -BUILDING, DEPT. cou ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ 'I ROUGH PLBG. [. ] FOUNDATION.2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE'RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ,ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - ot(- Ao/z Co. DATE INSPECTOR 1ELD INSPECTION REPORT DATE COMMENTS b t� FOUNDATION (IST) -'- -------------------------------- FOUNDATION (2ND) - Z cn O d H ROUGH FRAMING& PLUMBING 1p i l� r t� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS a � ��-(-zy cn Z m d b z x r� d H l gt1fF044-9 TOWN OF SOUTHOLD_BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.go Date Received APPLICATION FOR BUILDING PERMIT - For Office Use Only D � PERMIT NO. Building Inspector: A U G 1 4 2024 Applications and'forms must,be filled out in theirehtirety'.Incomplete applications will riot-be accepted.-Where the Applicant is not the owner,an Owner's Authoriiation'form:(Page 2)shall,be'comploted. BUILDING DEFT. TONVN.:)F SOUTHOa Date: OWNERS)-OF PROPERTY: Name:— - u. !l SCTM#i000- __5 3,• __.__ _ ___ Project Address: Phone#: 3 `Eamil: Mailing Address: 1VQ�5_.-^ Y �- C —k _1.935__.________._ CONTACT PERSON:. 4 . .. Name: Mailing Address: Phone#: - _- _(��_. Email: C .S DESIGN'PROFESSIONAL INFORMATION; Name: Mailing Address: Phone#: Email: CONTRACTOR-INFORMATION:`. : Name: �. Mailing Address: «' ! __..i� Phone#: 3rl .._w Email: �(I �!�-1�___ ®<_��(l- '•DESCRIPTION�OF PROPOSED`CONSTRUCTION.� • • . � :, . , ' , - Skim Structure XAddition '❑Alteration ❑Repair`❑Demoliti.on Estimated Cost of Project:. ❑Other $ Will the lot be re-graded?--❑Yes VNo Will excess fill be removed from premises? ❑Yes MNo 1 , � 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by ' Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal'Law., Application Submitted By(print na ): /A L�uthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2 0 n i A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)a e nam d, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �j �}� , �^ `L ay of � , 20 �q `��i �nti° � &Vri a 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is.not the owner) 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 D; D ' k AUG 1 5 2024 gUH,DING DEPT. Building Department Application TOWN 11F SO[JTIfI AUTHORIZATION (Where the Applicant is not the Owner) residing at F '!5 1��f�� u ,- (Print property owner's name) (Mailing Address) do hereby authorize S C- ) �*�Cas (Agent) to apply on my behalf to the Southold Building Department. 1� 2� (Owner's Signa re) (Date) (Print Owner's Name) i The offsets ordimen ionsshown from structures to the property Met are fora specific purpose and use,and therefore,are rat intended to guide In the¢rectl¢n dferces wall}.pods,pation,addhi—m bulWings and any other conswcdon.Subsudam and envimmnemal codltl..were not essmined or coadd,md as.part of this survey.Easements,Rights-of-Way of record,If any,are nat shown.Property carn."ocrumengwerenot pleed as Pan-fth.1,Cartilneiqu on 11"surveysitpury that the au 'waspreparedln nordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professlonal Land Sumayn",Inc.The certificatia Is fimked 0 persons forwhem the survey Is prepared,to thetltle campany,to the governmental aeerry, to the lending institution rated on this survey.Said cedificatlom indcat d hereon are not tramferable. ALVAHIS LA E S 33'2750"� J5.00 I / — — � - - IMNEWAY I — ON-ME 1.786.97' . ql.�Si Q W 00 00 1X • 1 /I I Q V 1 9 W 1 toll FORMERLY OV Z I 1 CLARKLAND NOW OR/ 1 � iiT S 33'27'50"IE 1 LAND NOW OR FORMERLY OF 2 .00' _ �10 ERNEST SCHNEIDER APPROXIMATE LOCATION OF WIDE /�srAxcwoN 4 1 I "ULCO" EASEMENT/ F I to rt m O• ti I • 4 LAND NOW OR FORMERLY OF SCHMIT 2 I � 1-1/iY2 1 s7s f W z§ DWELLING I tRIns,0EXK 08095 1 + 7az' cogc. DlavLwnr . . a,a' WALLS ON-UNE ON-UNE Z / fE " wa.. TES ON-IY,E wcco � M RaoF N wAix er i D r�� V D y 0M / • /_ dadtlND :--1 SEP 15 2021 nPOOL T��ap p�L'/•r ffrtr EQUIP. D t./MD.TNG DE,T, — — 3 / f TOWN OF SO N/31'25'20" W 260.16' — — ODD srANagoN / LAND NOW OR FORMERLY OF WICKHAM LOT AREA-113.974 SQUARE FEET OR 2.6165 ACRES Certified to; Title No Date I Revision LAURIE RIVUN CASPERT&RONALD MARK CASPERT - FIDELITY NATIONALTITLE INSURANCE COMPANY ' I a vidaV.�r f sacthm 7209 snion to this ub-0hlsbn 7 survey Tax Map:DISTRICT 1000 SECTION 95 BLOCK 03 LOT 12 York State Education Law, �IPI NNA CL E •.y�PtEOF NF{yy0 � Situate:CUTCHOGUE,TOWN OF SOUTHOLD County:SUFFOLK Map of:MINOR SUBDIVISION MAP PREPARED FOR ERNFST SCHNEIDER 4 � I LAN D SURVEYORS LLP Map Lot:2 :)Map Block: H "" +°�• File Date:JANUARY 30,2004 �ysp o,03polt �. . 'File No.:31051 Scale: 1"=80' , 4155 ETERANS HIGHWAY,SUITE 1 1 631.648.9273 Codes of thin surrey map am bearing the land RONKON KOMA,NEW YORK 1 1 779 WWW.PLSLI.COM survey.beecot stdared obe web eea'ahp'y11 not Date: DECEMBER 1,2020 Project No.:200334 ® E170 PINNACLE lAND9URVEYDR5l1P ALYAH'S LANE 15.0' r'----� I SCOPE OF WORK �D F____r___r___ ___�__�_°_______� I,-I8B.8.1' I I.REAR EXTENSION TO SINGLE FAMILY HOUSE '7¢(�F�p� DAe FLOOR I2.FRONT wrt APP 0 BPrE Q . I EXTENSION 2.NEW REAR WO D D T ENT�OE O e a. /y, COMPLY EN MORN STATE A STATE O TO-CODES N CODES O I M)TSYBlenen LVM' - R ASREOU.REDAN000NO ONSOF fr11 I ' I l , ns,esx eurTv.r FCRTHE --�--j ,-------T----t------ ------; DRAWING INDEX Razoxwa Nscecrw.T I• °6m"'n' ° clar^. Ra:L•newa D A-100.00 PLOT PLAN,NOTES a SCHEDULES R]R Polf✓EO WL=F. a.FDILX•iPVL�':+-.,vrxa gzJnitmTRSTEs ' Q lel FLcoR A-IOI.00 DEMOLITION PLANS a SOLC I >I A-102.00 FLOOR PLANS a FNu•mNn�--�A wsr •• pucgmnw wuuFET TIE r-vBNT wsER I A-I03.00 ELEVATIONS 1.MI.tg O+TMEttAF561EY1 I(1 H-V[Ni RISER i� arL NOT IffsPOHDmE ICR ,O A-104.00 FRAMING a FOUNDATION PLANS prtCya mrsTgctvl Bdyug PURRS O70 MUlERflI1HOFf A-105A0 SECTIONS AND DETAILS OFTHET1TOLTUPIER 23fi d1 W45re STACK WKreSrALK- OFTXEIONNCdeE 'S OCCUPANCYOR GENERAL NOTES USE IS UNLAWFUL PLUMBING R15ER DIAGRAM I.RK WORK SHALL LON�ORH TO Tiff REWIREMSTIrG OP i1C NEW NOT TO SCALE I- ALL PLV!91NG rl RK W5T 6^FEItFOR�ED M A LI SED YORK STATE A�LOCAL BJILDItLS LODE,FIRC DEPARIMpL(ITHOUT CERTIFICATE - nuasL - REbUwnO,s,TIE ns.L YORK srgre WILDINb cDlaTracnoN MAWAL AND LOCAL WILDING LODES,UnLlx LOwANY OF OCCUPANCY 260.16' THE',GDCEO PY K FOft nC LEBSEe SHALL REVIEW ALL REau:REt-EnTs.MD r>s eEsr rRnw_FRAeneEs.INeurolNs NYs aETA LS OF iIC WORK pnOFlT prM T@ RHIaENi M.V:Ab� "ON A4D LOnSTRWTION LODES.THE tbrT i0 START OP roRKMY VIONc InYOLVMG A WKre ANO STR--5HALL APPLY. VEN STKK SHALL BB aIX@ qtY BY THE BJILOM55 BOMBER .-ef'Lj1MBIN0. 6. IP TI¢Reslaon MAVKER vEi'ULvinTs TNAr ANr OTHER PARr ].BEFORE eorr rLINb wORe riff LONTRgLroR SHALL FILe Au T6WRraIRAn=gvrNAE9°t0E dd. EGGGNYS GOMPLAINGE NOTES STNR KRAnP wBY-e iu IC.6 I.- E s,rtAv Be eta.s Br T,e BUILv.Lws 9rseaLO NRO9 - @ PS OnIRINEFsDv6,cOYEB RTnAOFINIL AARTl�RG Ea LPON I usw AAFEleR eM IwSWi YHA NTD+ffKP vASYTmSTATEALLR TA rF=EENESr aF . m) 1.HEATHS a LOOlIN5 EW:PHO(T AS PER KLA WAL S!°.ASED 9,TlFI LONTRALTOR SMALL VERIFY ALL E%ISnNG COnDInONS IN W LDADB LALLULATED PER KLA MAWAL.TO @ SUBMITTED BY 9.ALL BRAND,WwN6 SHALL BB NEW BALK TO TI@ YFT1Y RISER TIff FIELD PRIOR TO LOM.IMCIOINb WL12K AND SHALL REPORT ANY M/K SIB CONTRKTOR Ana BKK TO TIE WASTENENi STKK NBN• -oFP VALVES DISLREPENLIES BETVffEN DRAWIN55 AVP FIELD LWDInONS TO r1@ PLUMBERCERRFIOARO SNAu BE BETAEEN Tire ws�Nm TIs PIRBr nAu PEMIRAnON ARLN-T. ONIPan TEOF CCUFAR CEflaF7CATE0FOCCUPANOf 2.A FROTELTPR LOVERNb WLL-IED i0 FROTrST MTH al-E12LTRIL PITTINYi A9 RCOnRED. 4.FURNISH ALL LABOR.MATERIALS.AwLRTENANLES,EWIPMENr ERTERIOR INSULATON. I1G H15T W TO rIC'BIiLDUl4 STAAaARD,WIN BONDUO TO $gOEfl USED W WATER � p,pl AMJ SERVILES NELESSA¢Y AfID REQUIRED r0 LO>NLETE ALL WORK $UPAYSYSTFJr fYAWOT 9.AIR BMRI[R ANS nCRMAL BARRIER TO BE DtSTA11ED PER +6ROUl0 AS REOJIREp.BTNER RED ERAA TO RERALE BRA59, IN TMS St�nW AS IMJILATED ON TM DRAWIK'a5 A•�D/OR MMLFKTIA'tER5 INSTR!cnoNs, yr rlmEAaED coFFER ro REFLALE•HREnv©copper oR FD(CEED1/IOOFI%(FAD. V TYPE L SPBAT WGID LOPPER TO REP�PLC COFPriA SPELIFIED IOgIR 4,WILDING LAVITES ARE NOT IFED AS DOLTS O¢PLp.VI-ffi, 5.B%AMIAE TXE lgld71nON5 AtD PfffPAQATION4 H E FOR T+L= 5.RISER DIAGRAM 5. FOR WASTE A,O VENT MgT E2 PROVIaED FOt FERF nY5 SELRW OP WORK AnD NOnFY ARLHITEOr ItVK FlPIN6 IiSU-AnON AS PER TABLE R403.9 h•rA) OP CONDInONS INSPECTION REDBIflED aCTRIYQ,ITM TO Tiff•ROPER AnTJ n ELY EIECTRICAI b.WALL a LEILIN5 INSULATION AS PER MAWFK'nrtERS INSTRI.L'nONS. THE OTLNCN AMJ BATHROOM A. TO nCf A�AAB FI%iVRE RE- oONPLETION OP THE WORK DO NOT PROLE£D NTH THIS PORK UNTe-ALL l.VITIO.`S ARE MADE SATIYKTOftY FOR iCN 7 T.L1401-AnN6 SERVICE NOT WATER SYSTEMS HAVE AVTOHIAnL LOGATIOnS OR LNAIKE IN ttPE nE L i0 SHOTETp. fEArORMANLE OF WORK. OR ALLESS-LGP'TROLS. G.PLMQLR MST OCCK ENISTO6 WASre N.D VENT LIIL�M BE FREE p'OBSTROTIp1 G.ORDER ALL SPECIFIED MATERIALS Atb FABRICATED ITEMS MOTH B.90%OR MORE CF PEW A�ENt FIXn62E5 HAVE IAMPS WITH AN M D,J[2 d S Mpff EFPILKY>•64 llA J6rMTT OR NAVE A TOTK ETICALY>•95. SIFFlLIEM LEAD nHC SO A9 NOT TO DELAY WORK IN ANY MANnR D,7and Sas per 9.MMVALS FORfNK UNITS AND WATER fFJ.nN'G TOWKEPT ofi SITE. T PfgVIXTION DEVICES DYI ALL HA -REED PUDLRES AID7 T.MINOR DETAIL51pT USUP:IY blOvdI OR SPELIFI�,BIIi AFAi NCE4.nIL4 A FS TO R6WGE4ATIXt ICE MACH2 OP ANf) 1✓eLESSMY FOR PROPER LONSndK o"OF AM•PART OF TI@ NYS Energy Cede in NO aISH WORK SHALL INCWJED AS IF niEY WEfC-INDICATED IN TIE DRAWNGS. --. ELECTRICAL K VALVEST BE FIRLS+ED ON BRANCH WPMG_POR Hof B.THE CONTRACTOR SHALL LDORDINAre ALL WORK PROCEOJRES I ALL�TRKAL WORK MF.T BE PERFOFOCD-A Atla L0.D WA SI.PRY AOJKENT i0 MASTER S+Vf-DPP YUnI RCtdIRPffMS OP LOCAL AVnbWnES Ab WADING Nlnverd00r EI"i. I WL VALVES. MA4n5E SM. G@CIC VALVES HBST BE gI,ET TYPE 9 TI c LONfFgLTOR SHALL LOOR7INAT@ ALL YORIC PRLtiEDURES and ductwork 260.18' arvrx QTRES WTWN bPT Q 9wK6 ARETO W FFCI TYF£ W TH TC REOUIREMS.NS OP LOCAL AJniW31TIEs AnD EU'LDo6 testing tMnlrcd. '' PRrnnvE Iz.r WSTQt swroFP VALVES A•m BRwvu Ll.�T 9. AND COLD INTER BAiLY FOR FOOD PREP OPU�9 MANKaEIEn. Mex[erlmRghdng ALL ABANxIeo ELEGTRtGAL Bo>�s MM RCMA,NNs W MnaLP�iILRoaM.� ALVEs reYiP B FULL B.ENTERING LR LEAVINe SMALL REMAIN ACLSSSIBLE vUTN 10.THE CONTRACTOR SHALL RESPOn51BLB POR TIC PRpreanON RBIaREQ TryLLed OF RENOVABL2 LOVERS K UCed aullCm°lA 4.Tr@ ELECTRIC PANEL AND IN,ERLOM PAtt'i. VALVgES Aryi[EAVC1 1 TO A FA9K`� P,-. PLOT PLAN L FO IJ D fAcSO,wOE tEW •JU(.OFi• - OLINOFS HTAASLLTLLR LKAOTDVIEDOWNIn AA0Rre15E A SAN FOIDiR+ffIMN AbL TOAEH,RTDIRA ABLGSRT KWCRRINN S6INH AATFILCOL RDP FEAtOSLLIPG CNS�TAicNIpL MtAL GA --- OR REMOVAL TASKS.TIE LONIRALTOR SHALL NAVP 90LP RESPDISISLIx POR Avr DAMASE aR IN4RIE5 cnu° BY D¢ PROPOSED EXTENSION r s�T FReuls rD IF HAL FWµMSD Q.O�FpSri B045 I. ABAFT- PIPR:b Nm LOV<TII REMOJB)FROM SEMICE IN511@ E%ELBnON OP r!C rypRIC, SCALE I"=5O'-O" -B AS n�Essrer oR UTRIZE PLASTER RCI65 oR OTMOL DGVICES TO SHALL BE TERMINATEv AND CAPPm LT Ar T,E NEAREST LNE II.Tiff lnNrRALroR SHALL LAY OUr HIS OWV roRK ATO SHALL LO•.nNOIY GROINam MEr.AILIG SIRFKE L4 M JOMr OR.11VGTON BOX NO MaVD01�SERNLES SHALL JAT PROVIDE ALL OR"•EaGWN'S REWIRED POR Ol1CR TRADES(i'LUM91N6, PLACC BETWEEN BOSS AND FKEP.ATES. BE OJr AI•D LEPi IN PLACE W1NOJ!REY AL 64LK M rH6 ELELTRILAL,ETLJ iNE•FOUR.qND PROPEW-Y TE/WINATEp i0 e4ET eODB. I2 FLL Mb 7 FlELIWGAL WORK yALL BE PERFORMED BY D15TRICT�1000 T'ERSONS LILENfp IN THEIR PROFESSIONS,WHO SNPLL ARRANGS SEGTION,45 BLOCK 9 FOR ANa OBTAIN INSFELTION9 AND REWIRED SIbN-OFFS. TABLE OF AREAS, ABS TRICEW OIRED ToT FO LOSIZES £Ii FSOHARLLH ADLLO AOLPL T LHEU TWONRSK,P AWTCILHAINTG®,R OFPNN TRHEM G 113,9T4 50 FT DRPWIN65,AND ALL OTHER WORK THAT MAY BE REWIREa TO WN.PLEre Tiff JOB. TOTAL PROPOSED BUILDING COVERAGE:2,350 5P TOTAL PROPOSED LOT COVERAGEDOOR SCHEDULE 2% _ �h2u(de 5m6k- e/0b alarRtis' 'fo code• DOORS *FRAME REMARKS -Or aNB HR LEGEND �� bcdrahDAVID TURNER ARCHITECT,P.C. HABITABLE ROOM CODE COMPLIANCE 5 a• DRDD B SDDDR ROOM NAME FLOOR NATURAL NATURAL2n MEANS OF ew• o- NA sGLAr PAnDowe AREA LIGHT VENT. sus -eI-sAr vasLe caTDR EXISTING CONCRETE F=DATION WALL EGRESS RED.S.TsF.RED.8% RED.4% CLEAR OPENING 9-O 6-a -B/4• INTERIOR sINSLE DOORMIN.HEIGHT 24' e. C---=] R_F'MOVALS AND DEMO-ITIONSMINWIDTH20° °°OR6095 ALVAH'S LANE GREAT ROOM 1.131 s.f. 126 s.f. 63 sJ. PROVIDED ® NEW EXTERIOR FRAME PARTITIONS CUTCHOGUE,N.Y. FAMILY ROOM 185 s.f. q6 5.f, 48 sJ. PROVIDED � NEW INTERIOR PARTITIONS-3 5/8°METAL STUDS a axEEr FOYER14 s.f. WS. WA PROVIDED WINDOW SCHEDULE I6"0.0 WITH 5/6'WALLBOARD EACH SIDE PLOT PLAN,NOTES 8 SCHEDULES BEDROOM PI 17 5 s.f. 64 S. 32 s.4. PROVIDED SITTING ROOM 112 s.f. 98 s.P. 49 s.f. PROVIDED Q O.n- SIZE TYPE FINISH SPECIFICATION REMARKS MECHANICAL VENTILATION BEDROOM G2 IR6 s.F. 96 B.F. 46 s.f. PROVIDED BEDROOM L3 1515 B.P. 64 sA. a2 s.4, PROVIDED Isnvs O' SMOKE/CARBON MONOXIDE DETECTOR Tu�> graa2ort BEDROOM 64 1625 S. 64 5.E 32 J. PROVIDED d'4D BATHROOM>I 108 s.F. 64 s.f. 52 s.F. PROVIDED d`d DT BATHROOM P2 106 s.f. 64 s.f. 52 s.L PROVIDED BATHROOM r5 104 s.F. WA WA PROVIDED A-100.00 "" tope Raw "P 0 ED AS NOTED HOUSE JIM DEERKOSKI,PE RE a BY.' DECK phone:(631)298-7116 NOT"[WILDING DEPARTMENT AT 631-765-1802 M TO 4PM FOR THE FOLLOWING( PECTIONS: 1. FOUNDATI N-TWO REQUIRED 6 , FOR POUR D CONCRETE 2. ROUGH-F AMING&PLUMBING N & INSULATIO 14'4' o DECK 4 FINAL-Col ISTRUCTION MUST BE COMP FOR C.O. C!1 ALL CONSTRU ON SHALL MEET THE REQUIREMENT OFTHE CODES OF NEW _.. YORK STATE OT RESPONSIBLE FOR - DESIGN OR CO TRUCTON ERRORS 61 6-&3/4" COMPLY W TH ALL CODES OF W z NEW YORK S ATE&TOWN CODES EXISTING FLOOR PLAN I AS REQUIRED AN CO DITIONS OF SCALE:1/4" = 1'-a' 38'-2" cn T ZBA w UTHOLD OWN PLANNING BOARD ,� � 0 TOWN TRUSTEES ..J Y.S. C o v m 00 Vn OCCUPANC Y OR BASEMENT USE IS UNL I FUL I I a0 w 2%6 DJ Cd16"OC I,ou ou WITHOUT ERTIFICA� ' X V� V� t0 Iloa ov N ry N N ®F OCCUPANCY I�^ 2X6DJA"OC `v. 4X4 POSE, 7'-0" 7'-0" I w L W I w I I i DRAWN BY: JD 14'-4" u u '9 2X6 D)016"OC I'_± =� I 2X6 DJ 016"OC ! n F E x ry X.I y 8/12/2024 N Jyj* • a 3 3 �I �+4X4 POSE I I N �P\ DE O Add0 1 nal 'D (fYP) i * \- ;::t f `r0 - SCALE: SEE PLAN Certl�ic tlOn I I o � I .- � �`C 7'A k'j' � 0 0 I oI oI e � I ry ry - 2X6 DJ 0,16"0C X n 2X6 DJ rd16"oc ry,I •s May Be Re quired. I 4%4POSf I I I I ti t s >L SHEET NO: ---------- )*------------*------------*------------*I �O D1250: EXISTING FOUNDATION PLAN ��0 SCALE:1/4" = 1'-0° 9'4'/z° 9'-4'k" 9'4'/z" 9'-4'/z" F • 4�, 4„ nTU �SSIU A� Q O r ; JIM DEERKOSKI.PE phone:(631)298-7116 I I I INSTA JOIST HANGERS TO I�U LED GERLLO BOARD Wff1J VYCOR NOTE' W �J o FLASHING.LEDGER TO BE ALL GIRDERS TO BE SUPPORTED BY GALVANIZED HANGERS AT HOUSE. z z ALL DECK JOISTS TO HAVE TYDOWN STRAPS AT EACH GIRDER FASTENED TO HOUSE WITH I ALL POSTS TO HAVE BASE CAP ANCHORED TO CONCRETE PIERS. 1 , LED FASTENERS EXTERIOR ALL CONCRETE PIERS TO BE INSTALLED ON UNDISTURBED SOIL,MIN.2500 pd. IZ I FASTENERS(2.16'OC) DECKING TO BE VERIFIED TO BE 5/4.REPLACE DEFECTIVE MATERIAL AS REQUIRED. L'__ __ _ __ _______ I EXISTING 4X4 POST TO BE EXCAVATED AND VERIFIED _ i I O TO HAVE 12'dia.PIER T BELOW GRADE.EXPOSE FOR BUILDING DEPARTMENT PRIOR TO INSPECTIONS '- - O U) I SISTER 2X6 ACO SISTER 2X6 ACO I v1 L ` TO EACH JOIST �` �`T' TO EACH JOIST I I W ' oV -I INSTALL NEW 4X4 POST i* INSTALL NEW 4X4 POST INSTALL NEW 4X4 POST INSTALL NEW 4X4 POST, ), ■�w/ 00 12'dia.PIER.3'BELOW N I t w/12'dia.PIER 3'BELOW w/12'dia.PIER 3'BELOW' 7 'GRADE MINIMUM(TYP) V' w/12'dia.PIER 3'BELOW GRADE MINIMUM(TYP) GRADE MINIMUM(TYP) GRADE MINIMUM(TYP) Y = I I _ SISTER 2X6 ACO � ■� �' SISTER 2X6 ACO�� I I TO EACH JOIST - TO EACH JOIST I ' l _ ___________I_--_______---________-_____'J fi EXISTING 4X4 POST TO BE EXCAVATED AND VERIFIED { TO HAVE 12'dia.PIER Y BELOW GRADE.EXPOSE FOR BUILDING DEPARTMENT PRIOR TO INSPECTIONS PROPOSED FOUNDATION PLAN SCALE: 1/4" = 11-0" DRAWN BY: JD 8/12/2024 EFj�, O r SCALE: SEE PLAN � e ,w,�,• iron ,� `) LuSHEET NO: A �??J �O SSI Q O � o WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4-MAX �} 4'MAX. 4'DIA MA%BAUM If 4'DIA.MAXIMUM POST GIRDER/HEADER Z_ f n POST/COLUMN Z 12'x12x12- CONCRETE FOOTING JIM DEERKOSKI, PE A phone:(631)298-7116 DECK POST FTG.CONNECTION ILOCATION1 USPNUMBER I DESCRIPTION I APPLICATION DECK/PORCH RAILING 4X4 POST PAU440R WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING POST-TO •IRDE EADER CONNECTON 6X6POST PAU660R WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2)1/2'DIA GALV.BOLTS WITH WASHERS AND NUTS I-V2 SPACE MINIMUM HANDRAILS GIRDER POST GIRDER/HEADER o POST/COLUMN BALUSTERS RIMfDKKIOifT O CONCRETE PIER O _ • OPEN BALUSTER ATTACHEOTO WALL HANDRAIL CONNERION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-V4'NOR MORE THAN 2'IN USE MIN.(2)12'DIA GALV.BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU+1 ORWE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERn+EADER TO POST/COLUMN CONNECTION (3)BEAh1S PAU660R WE66 POST/BEAM ANCHOR APPLY TO EACH PIERCL FLASHING TUCKED UNDER •--I TOP PIECEOFSIDINGAND d��ii��U z TAPPED GIRDE0./HEADE0. OVER FIRST CONHN. I PIECE OF SIDING BELOW UNDISTURBED SOIL (4 2-f/2'DIA LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.®32'OC UNDISTURBED SOIL(ORGANICS REMOVED) 'F/1 LEVEL BASE F r CONSTRUCTION TUBE AND PLUMB I STAIRTREAD POST/COLUMN ' BRACETUBE RIM BOARD '•'1 FILL AS PER MANUFACTURES INSTRUCTIONS FAY STRINGER FLOOR FRAMINGFjo,,,THS 11�11171= — — — �11=III' �L O '111-111-IIIII-111.111III III-III-11 w BLOCKING FORANGER toPOST-TO-GIRDERMEADER CONNECTION LAG BOLTS 6 ON OLOCATION USP NUMBER DESCRIPTION APPLICATION RIMJOIST/BD. 4x4 SOLID COLUMN PBS44/PB5E44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• DISTURBED/POOR SOIL 00 6x6 SOLID COLUMN P8566/PBSEbb/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6-LAYER OF CRUSHED STONE OR STRINGER TO DECKrpO0.CH CONNECTION HOLLOW COLUMN SIMPSON SrRR7/2 H.C.ANCHOR APPLY TO EACH COLUMN GRAVEL DFCK4'ORCH LEDGER CONNECTON LAY LAND COMPACT COMPACTED cc V LAY PLASTIC BASE ON COMPARED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB w BRACE TUBE v ■ FILL AS PER MANUFACTURES INSTRUCTIONS __ III III-61-111.61-III-III-III-III-11 WOOD JOIST JOIST CONC.PIER FOOTING BIG FOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN r ru.a �2 it WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER(HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. .tor THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3-0' '��°aY rat FLUSH JOISTS W.:..HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. i•v �1t ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH •?t THE PROPER STEEL CONNECTOR SPLICED JOISTS OVER HEADER/f•IRDER IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS LOCATION USPNUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER(HEADER Ulu TYDOWNANCHORCONNECT TO FACHJOIST DRAWN BY: JD HANDRAILNOTES: DECK&PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE p/��/20•L^ All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be 91 ACQ pressure treated lumber. GROUN WIND SEISMIC FROST WINTE ICESHIELD NAIL NAIL O LT or provided equivalent gmspability. Ail fasteners,hangers and anchors to be galAniaed or stainless steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDESHIELDN FLOOD JOINT DESCRIPTION NOTES QTY. SPACING 2).Girders for deck joists to be bolted or anchored to each post or ier with washers and nuts LOAD (MPH)CATECARY DEPTH TEMP. REQUIRED HAZARDS JO'STPLAT OR 4-Bd COMMO PE0. To Y l! q.Type I.HandmRs with circular aoH section Mail have an p SILL.TOP PLATE O0.GIRDER JOIST NAI - SCALE: SEE PLAN outside diameter of at least 14/4Inches and not ter Girders on co,oete piers shall be anchored with proper steel mnnedors anchored MODERATE SLIGHT TO _ Brea 20 PSF 130 B SEVERE 3 FT. tl NONE BRIDGING EACH T E - Man 2lnches.ll the handrail is not crater it shall have a into concrete with a minimum 12'dia x T long anchor bolt with washers and nuts. TO HEAVY MODERATE 2-8d COMMO DE O perimeter dimension ofat least 4!,ches and not greater TOCKIN END IL� !' .� than 64/4 indw with a maximum crest section of 3).Post,supporting If shall be aneared ro a 12'xIZYl2'thick concrete footing. BLOCKING EACH O n! ;-V— Use a minimum l2'dia xr long anchor bolt with washers and nub.Footing,Shall CODE:20201RC.2020 NYS UNIFORM FIRE AND BUILDING CODE TOJOIST z-Bd eoALMo END NAIL '. f Q� dimemion o!2-I/4 inches. be 4 ft.below grade. BLOCKING TO: EACH SHEET NO: 2).T II.Handrails with a Imeler ter than S7/4 SILL OR TOP PLATE 3-Ibd COMMO BLOCK IL .� d'`�� Type per grac q).Deck Joists to have blocking at 8'0 o.e. rt Inches shall de ble fin er rents area on both LEDGER STRIP EACH FACE provide Hraspa 8 3-16d COMMO R� �' sides of the profile.The finger recess(hall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST QIAIL / , SOIL COMPACTION: W distance of 3/4 Inch measured vertically from the tallest Ledger to be fastened to building with 12'dia.bolts with washer and nuts JOISTTO BEAM ER 3.8d COMMO JOIST W portion Of the profile and ach'eve a depth of at least 5/16 at 16-o.e �'3'�'.`CO�WACCTrDON AOTV. RTO PROVIDESOILTESTTOVERIFYEXIMNGCONDITIONS.MINIMUM3000/Inchwith'.718 inch below the widest portion of the eACIrY.profile.The required depth shall continue for at least 318 6).Concrete plan shall be a minimum 6'abwe grade. BAND JOIST 3 16d COMMO PER1Mh to a level Mat if rat less Man 1-3/4lnMef below Me 2). WFILLOBECLEANOFORCu lCMATERIALCONTRACTOR TOVERIFYEKISTINGSOIL TO JOIST JOISTtallestportionoftheprofile.ThemWmumwidthofthe 7).AIijoldsWbemppoddwithhangedandarchomEach joist,hallaltobeanchred DTDOS PRIORTO FILL RFMOVEAND ADD ADDITIONAL FILLAS NEEDED. BAND JOIST TO: PERto girder2-16d COMMO TOhendrallaboveMerecessMallbel-1/4lnchestoe (f)� OF NEW FILL SHALLBFATLFAfT 95%PROCTOR DFJ25ITY(PE0.ASTM D698 SILL OR TOP PI ATE FOOT maximum of 2-3/4 inches.Edger Mall have a minimum 8).Use simpson hangers and anchors with Z-M X topple protects.ooaHng or equal AND ASTM D 1557).COMPACT THE JOILAT 13"DFTS(MICAU•CONTRARORTO HAVE �O 'O� 0 radius of 0.01 Inches. for any contact with ACQ. FlLLTEfTEO BY A PROFFESRONALAGFTICY FOR COMPACTION.