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HomeMy WebLinkAbout48768-Z ��oSUffa y Town of Southold 8/5/2023 o ``, P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44405 Date: 8/5/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3500 Nassau Point Rd, Cutchogue Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.4-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2022 pursuant to which Building Permit No. 48768 dated 1/20/2023 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: landing replacement and deck alterations to existing single-family dwelling as applied for The certificate is issued to Milone,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED a Au o ze Signature r' o�gUFFQ+tK�, . TOWN OF SOUTHOLD BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE "oy • o�� 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#: 48768 Date: 1/20/2023 Permission is hereby granted to: Milone, Patricia 195 N Centre Ave Apt 31 Rockville Centre, NY 11570 To: construct new landing and deck alterations to existing single-family dwelling as applied for. At premises located at: 3500 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-4-33 Pursuant to application dated 12/8/2022 and approved by the Building Inspector. To expire on 7/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $219.60 CO-ALTERATION TO DWELLING $50.00 Total: $269.60 Building Inspector Lf sp JUL " • F ` r T. •i i ` tt �$ OF SObTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: 06 �ci-r � n �1 ✓fin• DATE y INSPECTOR 'ELD INSPECTION REPORT DATE COMMENTS _ r J FOUNDATION (1ST) o� ----------------------------------- ' FOUNDATION (2ND) ROUGH FRAMING& PLUMBING -- r INSULATION PER N. Y. --- -- "� STATE ENERGY CODE bolpff (R) s1 %Aylte, FINAL 10 ADDITIONAL COMMENTS Vol p do n -D c c /D�to-)-5 Qccepi Am e-)c � - o --3 - � — 6 -ern r- --- CN, �C TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y�ol soot � Telephone(631) 765-1802 Fax(631) 765-9502 h!!ps://www.southoldtowpqy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete DEC 0 8 2022 applications will not be-accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT ' TOWN OFSOUTHOLD Date: 12-107/2 2— OWNER(S) OWNER(S) F PROPERTY: Name: ON p SCTM#1000-1L 3 Project Address: d 0 N SS y r d/N f—0 Phone#: 5 r d ? 9 Email: 12 43+M 0 R . Mailing Address: CONTACT PERSO�tN: Name: M'AJZ Scr. wAt? j2 C/-f f Mailing Address: O G V tip G ( Phone#: 01 7 7 4Email .x, DESIGN PROFESSIONAL INFORMATION: Name: a Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: , Name: N Mailing Address: Phone#: 3 ( .r 2 9 �"— �� Email: DESCRIPTION OF PROPOSED CONSTRUCTION 13Jew Structure ❑Addition Alteratio ❑R(�pair ❑Demolition Estimated Cost of Project: Other A � ee'al�►Oa [_-�D t��� IL GtrG' q S $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? &Yes ❑No 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 o 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. �F,t? J�-Ff2� Z � � Application Submitted By(print n e : Ly'Authorized Agent ❑Owner Signature of Applicant:, Date: (�/ d 7/2 2— STATE STATE OF NEW YORK) SS: COUNTY OF v )— ZI 6KK, 1 /� �7w' /� 7! being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Cont(actor,9gent,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 day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 9(Lakv6- residing at DU �}S 'T(/ I U/�✓% do hereby authorize e to apply on my be alf to the Town of Southold Building Department for approval as described herein. i .rte' U ?— O ner's Signature Date _P4-7 Z4 1 L 0AAC--_ rint Owner's Name 2 KOM) CIOz o U w a N a o EXISTING HOUSE. tz Q fuu 90 REMOVE EXISTING ZS Q 5 3 U STAIR 00 G EXISYING w u;>. __ Fr REPLACE EX.DOOR O O Z W/BAY WINDOW ¢uS O `n O EXISTING DECK e. �y oir qz x r ^E V " F •� TA� - � S EXISTING FLOOR PLAN SCALE: 1/4" = V-0" ;T u a y_T DRAWN.MI I/MS SC AUr JOB%. 3/6 2023 +f' SHEET NUMBER. V A-1 V) O w z 0 Q O ¢ LEDGER BOARD TO BE FASTENDED x TO BUILDING WITH TIMBERLOKO W SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) Q� 00 a>- 2x6 ACQ w� �}" _ E? 4 " N O 16"X16"PIER O 0 z MIN.3'BELOW IR E M W .DGRADE(TYP) O < 11 21-411 �11 z o� oU M 31-811 a E STI G a y N 0-4 C PROPOSED FOUNDATION PLAN 3 acn SCALE: 1/4" = 1'-0" �4 U DRAW%:Mil MS SCALE JOB 4' 3/6.202_3 �I IIF 1'11 MSFR A-2 O APPP VEDAS NOTED H -- DATE: B P # rx w • FEE: NOTIFY BUILD'I / 765-1802 8, F I E Z Y O FOLLOWING INSPL� 1. FOUNDATION _IR A FOR POURED R E n 2. ROUGH - FR�.osl. ,, 9 P Ni N 3. INSULATION EXISTING HOUSE 4. FINAL - CONST, ,:' PI T A BE COMPLET= ALL CONSTRIiC :LL E T E p Z REQUIREMENTS 0: iy C E OF E YORK STATE. NOT E 0 1 R 00 DESIGN OR CONST CIN Q 3'h RAIUNG c AS REQ.PER CODE a i (+30-AFG) M COMPLY WITH ALL CODES ,ExIs7 G, , �, xlsTwo - z ¢o �o NEW YORK STATE & TOWN CODES. . REQUIRED AND CONDITIONS OF: :: _._ i. I _ I o 6-8 -._.____-_-.._......-._....._.............. ._._._-__...._...._. ._-_. ...._.-_._. ...._..._.__.--.,..._ I _ _ 3 h RAIU d' fir•.!-!!r!n T/1�A'r 17r,1' ---__ .. - - _. .. .. _..........._...-- _.�. _ -.-.._ _. ..- .I AS REQ-PER�T DE I I I +3 FCS -EXISTING DECK- 11 ECK.. 1- i RUSTEES REPLACE RAILING TO CODE I J I NEW RAI ,,,v.i_tt.: _ Iln 1VI a 61 ED 122� U,PANCY ®H - - - JAN - JCC __ __ _ __ __- -_._-. .._ _- __. ____ ' 7..11 U9 JSE IS`iNLAWFUL __.___. . -_ .. --- _ __...___.__ --.: _:- ILDIIVG�EP�I� a BU T 'NIT HOUT CE MFIC RE EXISTING DFOCCRAILING EXISTING STEPS N - (ALTERED) PROPOSED FLOOR PLAN = I . SCALE: 1/4,I l -0.„ RETAIN STORM WATER RUNOFF y,�' � �� SCALE DRAWN:MH/MS PURSUANT TO CHAPTER 236 >r _ � '°B” 119R0 OF THE TOWN CODE. SHUTNUMBE& A-3 rn z 0 w a 4d 0 H a U A 16°X16°PIER I Tx6 ACQ MIN.T BELOW O s p16"oc GRAD8'(TlYl N p0.zLEDGER BOARD TO BE FASTENDED (T) X6 ACQ GIRDER = W TO BUILDING WITH TIMBERLOKO p 00 SELF-COUNTERSINKING SCREWS Z x BY OLYMPIC MANUFACTURING 11 51-411 611, �. (2 SCREWS @ 32"O.C.) U M 61-811 I - - I 16"X16"PIER 2x6 ACQ I �i MIN.T BELOW 816"oc I M 1 GRADE(TYP) $ s s E STI �(2)2X6 AC GIRDER a p;j o GG Y y ' It 1-611 11 "a V E C .J c�5' �u53 61-1011 �'L}• A ! � fOA PROPOSED FOUNDATION PLAN ' SCALE: 1/4" = V-011 . DRAWN:MH/W SCALE 108m 12/5/_'01.2 Std2FNL ME& A-2 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 Z ,•MAX. O A 4'DIA AM)DMUM �1 4•DIA MAXIMUM FLr POSE F�T/I CARDS MEADER W POST/COLUMN j I21I2•42• I CONCRETE FOOTING •R • to z DgcICFOfT FTC.(ONNFCTDN O ILOCATIONI USP NUMBER DESCAIPrtCN4 APPUUTION DFRnxI��ll r�G 4%4 POST PAU440R VJE44 POST BEAM ANCHOR APPLY TO TACH FOOTING A LULL&= MfSi-TOI.IRnFRMFaDF0.fONNFfTON USE MIN.(2)IW DLA GALV.BOLTS WISH WASHERS AND NUTS 6X6 POff PW660R WE6fi POST/BEAM ANCHOR APPLY TO EACH FOODNG 1-1/2'SPACE MINIMUM HANDRAILST1 I U GIRD POST GIRDWFIFADER PosucauMN BALUSTERS IIIANDKKIDIST al CONCRETE PIER 0 �pFN Rai��I ATACUFn T��IYUN HaNORAR[ONNFTON ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH •I•• T!] POST-TO-DKK C[WNELTON HFAnFR/CIRnFa.TlTP[M fC1NNF(T1ON SH THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS SHALL BE LESS THAN I.1/PNOR MORE THAN 2'W lOUT10N USP NUMBER DESCRIPTION APPIlU710N USE MW.(2)1/Y DIA GALV.BOLTS WITH WASHERS AND NUTS O O H CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL ¢)BEAMS PAU440R WEN POST/BEAM ANCHOR APPLYTO EACH PIER W PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDF9MFAnER TO PFM OHM ONN[T1aN (3)BEAMS jFAUfa50R Wba6 H—i BEAM ANCHOR APPLY TO EACH PIER IW FLASHING TUCKED UNDER 0 0 TOP PIKE OF SIDING AND LAPPED OVER FIRST CONI Qy W GIRDERMEADER PIECE OF SIDING BELOW H U HNem maFD SOIL 2-1/T DIA LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECRY ON O H CONNECTED TO BLDG.937-OC ADL URBED SOIL(ORGANICS REMOVED) <=U BASE STAIRTREAD FIT CONSTRUCTION TUBE AND PLUMBXq;7 M POSTN:OLl1MN �� BRACT TUBE RIM BOARD • FILL AS PER MANUFACTJRES INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOtm BLOCKING FOR JOIST HANGER M%T.TILl.IRDFRe+FADFRGONNFRION LAG BOLTS y LOCATION USP NUMBER DESCRIPTIO APPUUTIO RIM JOIST/BD. X4 SOUDCOLUMN PBS44/PBSE44/KC44 POST UP ANCHOR APPLY TO TACH COLUMN d 4 Dlm rRaED/POOR COR o E at 6x6SOUDCOLUMN P8566/PBSE66/KC66 POST CAP ANCHOR "PL TO EACH COLUMN LAY 4-6'LAYER OF CRUSHED STONE O0. L E erPlNGflt TO DECK PORCH CONNECTON HOLLOW COLUMN SIMPSON SfRRI/2 H.C.ANCHOR APPLYTOEACHCOLUMN GRAVEL LEVELANDCOMPACT BY HAND MY PLASTIC BASE ON COMPACTED GRAVEL 0.� LEVEL BASE ffff.g FIT CONSTRUCTION TUBE MD PLUMB 0. BRACETUBE FILL AS PER MANUFACTURES INSTRUCTIONS 2:zz ip ■ i� WOODlO1ST JOIST L 3 r— Pr^f I.�. OTING p� BIGFOOT SYSTEMS FOOTING FORM as WRDERAIEADER W ACCORDANCE WITH SECDON 101.11 OF N.YS.RESIDENTIAL CODETHU DEBGN • 11. WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LPJST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE _ THE DMSION OF CODE ENFORCEMENT AND ADMINISFUkTIOMS FINDS THIS PRODUCT E', aAn ACCE9TABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT CER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.�:� ALL JOISTS CONNECTED TO A FLUSH HEADERTO BE SUPPORTED WITH SPLI[FD IOIcee OVER HFADER/GIRDFR 0 THE PRODERSf•H CONNER00. SA IFABLL$tTFHLJOUTSAPRO%.1/4'HIGHERTHANLVLHEADFRS LOCATION UW NUMBER DESCRIPTION APWUTION �q TO ALLOW FORE KINKAGE. GIST TO WRDERRIEADER RTIC TYDOVTIANCHOR ONNECTTOF CH10I5T at HANDRAIL NOTES: DECK&PORCH NOTES: L4FY q / CLIMATIC RGEOGRAPIIIC DESIGN CRITERIA NAILING SCHEDULE Q AA rtgWred handrails shag be of one d the(o:loWr1,types 1).Udss OShsWse hold,dl hamLig rtuterial to be A ACQ prsme treatd hunts. NAIL HALL or provided egWvalent uaw.Mity. fastmen-Jan .m andewsta Ee galviNud m rtaida deet GROUN WIND SESMIC FROST WI ICESMIEID RSD JOINT DESCRIPTION NOTES SNOW SPEED DESIGN THERIN LINE TERMITE DEUY DESIGN UNDERLAY HA7ARDf OT'. SPACING ,e 1).Type 1.Handrail w hdrOstr cross section shdI h—en 1-Glydm fsxdeeds kids to be bolted a eadmad to cath Post s e Flee with wathm eel LOAD "M CATEGORY DEPTH TEA1P. RCQUIRLD JOISTT0. 4-8d COMMOI PER TOE '} h outride diameter d at lead l-1/41Mis aM not greater G6daa-mrlOete pi-0.11 ba en,hwed with proper sed--set—a h hal MODEMTE SLIGHT TO SILL TOP PLATE OR GIRDER JOIST NAIL Into:onaete with a rrdnimims 1/2'dla x T 20 PSF 130 B SEVERE 3 FT. it kONE 2-fid COMMO than2*dieC If the haMreil is not tlrtuls it shall haven 1-9-dw boft will,washm and mm. TODEAW MODFRA - BRIDGING EACH TOE pelmets dimension del lean 4lndrn end not greats 3).Pmts dm slHO lx!antord to a 1Z'x12112'thirk ronoete faomi TO JOIST END NAIL Than 6.114 hdra with a maxlmmn mote seMon d mppwtn & BLOCKING EACH TOE �T danendon ore-114 Nile. Use a mlalmum 1/2•ria x 7'1-1 aadrw bolt whit wa,hm and t,a Foodegs Shall CODE:2020 IRC,2020 NYS UNIFORM FIRE AND BUILDING CODE To 101sT 2-M COMMO END NAILIf 4 R below S.A. BLOCKING TO: 3-16d COMMO EACH TOE y 2).Type II.Hendmlls w8h a pnbneter greater Man 6114 4).Der*ldsh to have blocking al BD o.e. SILL OR TOP PLATE BLOCK NAIL Irdm shall provide graspable finger mets area m bosh LEDGER STRIP 3-Ifd COMMO EACH FACE Qui Ad.of the profBe The Mger rcCess shall begM vAth a 5).A minimum d 10 indi BesNn shill be USdelld hetweas the Wilting end ledger. TO BEAM JOIST NAIL [ dlsmnm d.3/4 indi mrasused verdsally hsn the tan' to be fent—d to buadlog w b 112•all,both"h washm and nut SOIL COMPACTION: � rf podbn 11 Me PmiM andedI—is dept Ol pt lead SAS tLL I6.e II.COMRARORTO PROVIDE SOIL TEST TO VERiFV EXISTING CONDITIONS.MNIMUM JoJa` JOIST ON IEDGEt PER TOE Pl lads wiHfin 7/eInch bel the wided pMiond Me 3-fid COMM CAPACITY. TO BEAM Ot JOIST NAZI A� 4L Profile.The regWnd depth shag ronthwe for as least 315 6).Crnsrde Pon"be a mlN —6•ebaue grade BAND JOIST PER END -M•# �'y•r3" inA to a lewd that Is not Lm Man 1-3A Eats betam the ]}ND%DLLTO BECIEW CT ORGANIC MATDf1A1 CONTRARO0.TO VERIFY EXIfTp1G f011 TO JOIST 3-16d GQMMD 1Oi57 }JAIL taped of Me dL The mW,,um widthol the 7)•AB{obt to be sopwlad with hangafend aada—Eadl JA,,Add1,Iw beasdiaed CONOmONS PRIG¢tO FRt.REMOVE AND ADDADDRIONA!f1LLAS NEEDED. RANDIOISTTQ PER / DRA7PN:hSF(/MS hendraR above Me rued d"be 14141nNa to a ogda l). SILL O0.TOp PLATE 2-16d COMM FOOT TOE NAIL {�A � �!` SCALL' 3/.-0ASCDCMCTNEW W SHALL BE AT IFAfT 95%PROCTOR.DQIRIY(PE0.ASTM D698 i 'mumd2-3/4 frdiei.Edgs hall havaaswi'vnwn �.Usedmpsan haRgm and anChon with 2-MA%cripple DrolMhc matNg or equal MTESIMDI5fT1.COMPACTTHEfOY AT V•16if SfYHCAy,CONIR,IRORTOIIAVE raGsRd0.01 Irc1ia. FLLLIFSTED BYADROFFFSRONALAGENCY FOR COMDACDON �4• �i' JOBB: fw mutat wRh ACQ. '®r I215120'1" .,7..�..r .. - SHEE7 NUMBER A-4