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HomeMy WebLinkAbout49758-Z CA Gy� Town of Southold 1/25/2024 y P.O.Box 1179 o _ l I 53095 Main Rd ra Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44899 Date: 1/25/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 105 Beachwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-4-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2023 pursuant to which Building Permit No. 49758 dated 9/21/2023 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: "as built"deck addition, central air conditioning and window replacements to.existing seasonal single family dwelling as applied for. The certificate is issued to Engels Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49758 1/17/2024 PLUMBERS CERTIFICATION DATED \—VV\)r ut oriz ignature SufFot TOWN OF SOUTHOLD \ Ven BUILDING DEPARTMENT y 1 TOWN'CLERK'S�OFFICE o • �� SOUTHOLD, N)f iy�ol L 7- 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#: 49768 Date: 9/21/2023 Permission is hereby granted to: Engels Family Trust c/o Janet Engels Downing 995 Willis Creek Dr Dr Mattituck, NY 11952 To: legalize "as built" deck addition to existing structure as applied for with flood permit. Additional certification may be required. At premises located at: J 105 Beachwood Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 116.4-28 Pursuant to application dated 8/28/2023 and approved by the Building Inspector. To expire on 3/2212025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $474.40 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $624.40 Building Inspector ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------ ---------- FOUNDATION (2ND) --------- - ---- -------------- v�s � -K' ROUGH FIR—Zo PLUM 0 od Aa ----------- INSULATI, STATE EN--. ----------- -L7--- o"V FINAL ADDITIONAL COMMENTS q cz plDo.c L 4-0 c ol :z ------------ ------- ------ ------ J �o�gUFfOLK�OGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ! f t � '-i AUG 2 8 PERMIT NO. _ Building Inspector: 2�23 Applications and forms-must be filled out in their entirety.Incomplete BUII,DING DEFT. applications will not be accepted. Where the.Applicant is.not the owner,an TOWN n;I?c01j'I'I►(1,';, 'Owner's.Auth'orization form(Page 2)shall be completed. Date: 26 AogvsT; 2023 . OWNER(S)OF PROPERTY: - Name Janet L. Engels _ SCTM#1000-116.00-04.00-028.000 Project Address:105 Beachwood Road,_Cutchogue, N.Y. 11935 Phone#: S16 460. 2149 Email: 'a.lnet.I.en eJ s w+a.11.co►h Mailing Address: 99S IS. G2EEk D6VE, MATTITuck 1�. , 11952 'CONTACT PERSON: Name: Nigel Robert Williamson - Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631.834.9740 Email: nigel_architect@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Nigel Robert Wiliamson R.A. Mailing Address: P.O. Box 1758 Southold, N.Y. 11971 Phone#: 631.834 q 740 _.. _ _._. _ _... Email: nigel_ u,���►i kotr�►a.i I.CoM CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF'PROPOSED CONSTRUCTION:: El New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? ❑Ye El No A5- Ov;,.r DES ADDf TIOQ 93 SQa,Fr � SrEps 38 sa-,FT. 1 PROPERTY_INFORMATION. Existing use of property: Single Family Dwelling Intended use of property: Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check gox Aficee Reading:.Tlie owner/,contractor/design;professional is responsible for-all,drainage;and storm water issues as'prwided'by Chapter 236 of the Town Code. APPLICATION 15 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.Yorkahcl other:applicable Laves;Ordinances or Regulations;for the constructiomof beildings,: additions,alterations Jcir removal or demoliLion'as`herein.described:•The applicant'agrees:to;comply with all'a'pplicable laws;.ordinances,+building lode, housing code and regulations and to adniif,authorized'irispector's on,'piemises and in.buildiiigis)for necessary inspections:Fiwestatements.made'hereih are punishable asa Class A misd'emeanordpiifsuant to Section 210.45'6fahe New york':Stete'Penal lawi Application Submitted By(pri t name): Nigel Robert Williamson ®Authorized Agent Downer Signature of A ll- Date: STATE OF NEW YORK) SS; COUNTY OF ) Nigel Robert Williamson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the_Agent__ (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 2?V-day of AUGrUST' 20 23 Notary Public BRIAN A.ANDREWS Notary Public,State Of New York PROPERTY OWNER AUTHORIZATION No. 02AN5014509 (Where the applicant is not the ownilcb Qualified In Suffolk Coun ; mmission Expires 07/15/ " d2�'`• �,F: I,lanetEngelsDowning residing at 995 Willis Creek Dr Mattituck,NY 11952 do hereby authorize Nigel Robert Williamson to apply on my behalf to the Town of Southold Building Department for approval as described herein. , ht Ill , 121 0 ner s Signature` Date Print Owner's m� e 2 - pdtt AD-0 w000 r .is over o O , N �, i0• / { Zwer • f , r O i ' Q . MAP OF PCOPEZ7Y m suZVF.-Y O Fora WILLIAm V. , N6EL5 CU �11OGuE Lc>� f LAT 2 LOT 3 Towne op Sou•r>imo..my. r - - . W DWGIc 4S.T�pS.— 6u,9411W t _ 1 •` /Zip - - • Q Q � m O A(ot.-:Lot rtw*+6era ahewM refer •� Z Q r i fed ;,r the :;U&Ije.moo.GfeMk 9 office as Map t4o.7Z7. ai Su f f.Co.TOX Mod UG0f9Na17o7 fes PMraelxs% ' Dl et,l0pp.sect!/fi..&-.k 4.LaPZS- A3.Ag n,dvk `, YI L �9k r • ju'rv8y Feb.9,19T7 - - U• f i Lrccrraed 4arrd 3u+uc'G�a,7 •t - P�GQ G,reenport G E -EAT { 1 Mae[ Robert Williamson Architect � -ExTG. STmAGE. P.O. Box 1758 Southold N.Y. i1971 Phone 631.834.9740 i -- AP AS TOTED DATE. B.P.# 7� w�_E1JD_RET.t1RFJS. FEEBYOTDEPARTMENT AT -- B 631-765-1802 8AM TO 4PM FOR THE 7 - ► i�_ - HA )Pt41LS 0 E1JDpp-wgN$ FOLLOWING INSPECTION►S.- 2°x 8 JTS. _ _ MAW(. 3G to Top Of Nh,�D%W�• 1• FOUNDATION-TtVn EXTCf_ :LI VI _ ��`. A FOR POUREi�CC�n f PI 1(a" o..c A 2. ROUGH-FRAN,1,i,VC:,& Pj._.. . 3. INSULATION 4. FINAL-CONSTRUCTION P0UST S/s x(o' DEGk11JG-• i BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE: - - REQUIREMENTS OF THE COD, S OF NEW' . -- YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS NORTH ELEVATION_ - (NA EST ELFdAriow. siMILAX), COMPLY WITH ALL CODES OF NEW'YORK STATE & TOWN CODES —70 AS REQUIRED AND CONDITIONS OF tHAQDPAi DECK LAN -„ ,Zm.Q,,,$ - --- -.- QW N E2 TO C H I� I~ OP- HAVE CN E Ie S�, ��Lr Srrwct TONN PLANNING BOARD S BWNMTEE$ ' 3 " OCCUPANCY OR USE I UNLAWFUL e - S U AWFUL N ( WITHOUT CE�RTIFICA � - '�F OCCUPANCY oq op T IVING � = o :---Room- Additional � ►�- t� "� I W Certification > Ile _ May Be Required. — `EXTGr"GP'IU_oERS — L1 M T - - — ,FOUNQATION PLAN -r SECTION AyA As-built deck at Engels Residence DECK 93 sq.,ft. LJ 105 Beachwood Road, CutchogUe, N.Y. 11935 STEPS 38 sq. ft.- -__ - -- ._s-cal _ :y4. I'o" pAT�: 2s'`�uGusr;-20 .- _... i S.C.T.M. 1000-116.00-04.00=02.8..000 N�iDEL MG.I MrODELE No M!6 j 801NA_.;, 't FD:/FA& ;9I/2017 SERIAL NG.1` No: DE- 5ERIE -W03,17.28423 -.: t000q USE/ . UTIEISATIOR EI WRIEURE CWNESSOR CODE ] CODES .DE COMPRESSEUR. 9064 VOLTS 208/230. PHASE, . 1. HERTZ, 60 COMPRESSOR/ COMPRESSGUR ; R.L.A:`170/17:0 :L:R.A. I23:9 OUTDOOR FAN MOTOR/. MOTEUR YENTIL. 'EXT. F.L:A. 3.5 H.P. 1/3 = . ND 1GIY7" MIN. SUPPLY CIRCUIT,AMPACITY/ = ENT ,. COURANT ADMISSABLE'.D'ALIM. MIN: 25/25 A, , _ MAX—FUSE OR CKT. BKR;. SIZE% CAL.`MAX. DE FUSIBLE/DISJ.-, 40/40`. MIN..FUSE OR CKT.' BRK.'SIZE/ 30/30 CAL. A,MIN. DE FUSIBLE/DISJ. '. __— OESIGN'PRESSURE HIGH% 450 PSIG/3142 kPa PRESSION NOMINALE HAUTE DESIGN-PRESSURE.LOW 250:PSIG/1723.kPa" PRESSION NOMINALE BASSE OUTDOOR UNITS FACTORY CHARGE/ I'74 oz/4933g R410A.. CHARGE USINE D'UNITES EXTERIEUR TOTAL SYSTEM"CHARGE/ R410A CHARGE TOTALS DU SYSTEME ©rr ra SEE INSTRUCTIONS INSIDE'ACCESS PANEL"/, I 9 VOIR LES CHARGE INSTRUCTIONS A L'INTUIEUR DU PAN'NEAII U'ACCE_S 3 N RHEEM SALES COMPANY' '', FORT SMITH, ARKANSAS ASSEMBLED *HACR TYPE BREAKER FOR U.S.A./' AN MEXICO DISJONCTEUR DIFFERENTIEL rrxn 1113111111111113l111i1Idiliff 92-22050 SINGLE POLE CONTACTORSI Voltage potential exists at all terminals during off cycle. CONTACTEURS UNIPOLAIRES I It est pos2iblo d'avoir uno tonslon sur toutos los bomos pendant to cyclo d arrbl. DZ r zDs oD-oz t•AIA,A1-DAOE COUNTY PRODUCT CONTROL APPIRCME-b NOA 1,15-0003.0© WIIAI'Ai-O/kDC COUNTY PRODUCT CONTROL APPROUVIt- NQA0:167000:3.OE1 - - FdR .r1RDi711s irOiTAGF CJiAI CAUSR S4-Vfak PeJJ_501JAL 1,4JURY 02 Pd.Alil i Ui.rrt C+n HFt6+_74l(.'.al. 6(C LEFF%At AcRti7Vl1�'r' 9;�hfA'A.Zk!?"�#:.&..6iflCT UEN#�e7.Tn.t�CT4J.t`C7l�t:ll ' Yn.f.hn`.:+:h>ba�:At;.:"r.J 7nth.fRloR��Plr::ja'grt!]�tlp�li. rrt�:ta,.(r�iw•:f�'�"Gw:h':rO#�:4' I•trrra UarTtl�l'J�'adol s gin;6.2y.wuSlh.h lf•L l!:f(r��.i*in`IF, <'YJ.>ft:NP:F"YC"p t,F:#fir!.V.h�tAJl`t:2RL.#b-d ��•4 '�:.,J:�,•l:f!,FH.r"¢rJ�'7Ytr.:-0l:iL.?-►.P#'8�i1CLN I!:!!L'�„p?K. A.(rr Fr:t Sl: irC+r::4Yf.!Y'k_. HEEM( - .,s ;. Actin i mi na 4`4 i. /y' '! k :!t� hf•i- �'liy�' ». of a.s, e V • 60 n. : r >._.�.t..:•: ".'lit y.r ' i '* - '�.:�.}Nh'_Sj"' •,;mac tt•.•.,s �)f�• ' �3 w" ss �.[ '(��t{�+►',ser�' • 1 • �'''j! �/'�J \ �r S, Y � � ,1,�1I'! 1 • Fh. i.t V _ •i,.:�:�rM',�'/i:':£�..»pis«,t' .a •r: ENS.AM01-LDac a,1 er - per e Ih..s i on ►c- n An exo :: :. . :G..... -92, 22050.20-Q1 erac voo te alioe •If k �� 4 en-:--ser I - Egli .-'�_;x:,_• ..';is„�" .u:�+• :'try y � 400 SERIES TILT-WASH DOUBLE-HUNG INSERTWINDOWS WINDERSEN- WINDOWS a ooaas Tilt-Wash Double-Hung,Picture and Transom Insert Window Sizes Double-Hung Equal Sash Ratio Double-Hung 2:3 Cottage and 3:2 Reverse Cottage Sash Ratio 'ta, 21114" 44 bg" 4!,,�r•f�„•:: ._to. (540) (1140) 21 il•1" 44 Ue'FCU5.Ml <_40) to (ILO) CUS70M WIDTHS G. s° - ia° 0° 8° —14* WIDTHS Available in 4s"(3)increments 913/4" 91 Ile 90 5/9" n 77 3A" 771/4" 76 3V (2330) (2315) (2302) ' t1975} 119e2) (1949) ;.�) ; � iietween minimum and maximum 4 t 4 } 4 G to to to z to to to width$and heights,height limits i i i i i i 3,,," 35 fir, >; __ for double-hung and picture insert 35 V' 35 w:�l 43 1r:r" 42 s/.i 42 ti5" w j (92G), (908) (899) u "i (1102) '(108e) (1073) chi windows depend on new insert _-0° 8° 14° Sul Angle 0° a° 14' $al Angle Cottage Reverse Cottage window$III angle. Picture' Transom For picture and transom insert 11 u2" 78" 11 1/2" 78" to- -- to--- F(292) (1931) (2s2) (issl) windows,either height or width CUSTOM WIDTHS j CUSTOM WIDTHS must he 68"(1727)or less,and 0 8° 14' 78' 77 Uz 77" — 78" rn -( height plus width cannot be less Ogap (1969) (is}s) M !� (2;1) •' 11l than 2811(711). to to t0 = to n "" Measurement guide forruslom- 12 !z" 12' 11 t/z" r;: 111/2 (318) (30e) (zsz) ;� -: - (292) ; ( + sized windows can be found at 0° 8° 14° se,Angle andersenwi ndows.com/measure. Tilt-Wash Double-Hung Insert Window Specification Formulas Vent Opening vide, - window width - 3.798" x°ignt-Depends on sash ratio and specific sill angle of insert window;see Wow, 1` sill angle deduction Optional Estate"hardware sash ratio clear opening height ia^ a° 0^ will reduce vent opening I� 1:1 Equal -(window height c 2)-sill angle deduction 3.602" ?o 3.836"w•; 4.138"-za F � ' height by /1z"(6). 2:3 Cottage (window height x 2)t 5-sill angle ceducbon 2.979' "'s) 3.066s:) 3308"rivi 3:2 RevefseCotta e =(wlndawhei ht <2 5-sill anglededoMon 2.083"a3) 2270'Fhn) 2.512"'i••i; g g ) Unobst.Glass width -window width- 6.219"is For clear opening He)ca-Depends an sash ratio and speck elf angfc of insert,window;see L'otow, specifications,Contact'your silt angle deduction Andersen supplier. sash ratio unobstructed glass eght 141 a° o" btructdl hi --I------------------------- r Equal Upper and Lower Sash -(window hei it+2 ® 1, I n gl )-s81 angle dcddct(an 3.625:9.. ! 3.844"ts_} 4.156"' Cottage Upper Sash or Reverse Cottage Lower Sash (winnow heigirt x 2)-: 5-sill anQe deduction 2.891"r.?a 3.078"i:>) 3.328°ifs-) - Cottage lower Sash or ' Reverse Cottage Upper Sash -(window x 2j 5-sRangladeducfian 4.344";:tD) 4.625";: 4.984"ts2r) Tilt-Wash Picture and Transom Insert Window Specification Formulas Unobst.Glass ptet Insert Rirx"min"prt wroth -window width - 6.tl";t;r) width=windowwidth -6.0 ,;m x°ight-Depends on sash ratin and spesif a safe angle of hi grf to frov,see Ga!aa nelsm-window width- 6,0"Y9.:r :;:'. "{•? sill angle deductions unobstructed glass height 14- a° o° =wihdow height-Sill angle deduction 5.816"(ta5) 6.285"r.:nn) 6.840 •eunans.ons in parentheses are in millimeters. •blear opening formulas provide dimensions far deten lning area mailable for ogress.Vent Opening fenndfa5 pror!de dimensinns lot determining,area available for passage of air. Unobst Glass(aaaastructed glass)formulas provide dimensions for determining even available for passage of light. •Wei to andersennindotrs.comtmeasure for detailed lostruC6on5 on!row to propady measure for insert windows. 2021-22 400 Series Product Guide Page 1 of 1 Guard Post t® Deck Framing Fastener De-taHs For 36"-and 4211-Tall Guard Posts As an alternative code-compliant solution for attaching wood guard posts without the use of typical hardware and through=bolts,the guard posts and the framing elements can be fastened with Strong-Drive®SDWS Timber screws.The-SDWS Timber screws are code report listed in IAPMO UES ER-192.The solutions below have been testers and verified for 36"tall guard posts constructed with DFL, HF and SP framing.These solutions have also been tested and verified for 42"-tall guard posts constructed with DFL and SP framing only. For more information,please refer to Fastening Systems Technical Guide. 0.220' Strong-Drive SDWS TIMBER Screw (5":SDWS22500DB,8 SDWS22800DB)US Patent 9,523,383 Note:For this installation, only SDWS2250ODB and-GDWS22800DB fasteners are to be used "and installed per Simpson Strong-Tie details. ,Test results have shown that generic fasteners do not provide sufficient withdrawal resistance, pull-through resistance or shear strength. f - ' I :9'9 0 l �-•� R `\ 5 � a Infernal Guard Post Installations using Strong-Drive SDWS Timber Screws 4x4 post I Deckjoist -4x4 blocking s / 5" Sand joist SDWS22BOODB, ,nominal.2x8) 5DWS22500131B, designated as designated as 8"throughout 5"throughout 44 blacking 2x blocking tfp. 4 post 4x4 post \ 4x4 post 4x r 8 a„ i\ 8. B Rim joist (nominal W) Plan View Showing Details of Four Connections'Using Strong-Drive SDWS limber Screws (other connection hardware not shown for clarity) r-"-DECI<CODF22 @ 2022 Simpson Strong-Tie Company Inc. (800)999-5099 I strongtie.aom Deck Connection and Fastening Guide 133