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HomeMy WebLinkAbout52483-Z %%of SO101 Town of Southold * P.O. Box 1179 {0 U iv 53095 Main Rd N% Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46922 Date: 03/19/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 2350 Shipyard Ln East Marion, NY 11939 Sec/Block/Lot: 3 8.-7-8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/09/2025 Pursuant to which Building Permit No. 52483 and dated: 11/20/2025 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: Finished basement with bathroom (no bedrooms) as applied for. The certificate is issued to: Modern Age Builders Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 2025-1165514 1/8/2026 PLUMBERS CERTIFICATION: 4zkAl L uth d ignature afsOuTy° TOWN OF SOUTHOLD BUILDING DEPARTMENT N [ SOUTHOLD, NY *coUlm.� 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#: 52483 Date: 11/20/2025 Permission is hereby granted to: Modern Age Builders Corp 3080 Route 112 Ste C Medford, NY 11763 To: to finish a basement of an existing single-family dwelling as applied for. Premises Located at: 2350 Shipyard Ln, East Marion, NY 11939 SCTM# 38.-7-8 Pursuant to application dated 10/09/2025 and approved by the Building Inspector. To expire on 11/20/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $1,002.00 CO-RESIDENTIAL $100.00 Total S1,102.00 ------------------------------ Building Inspector Electric allns ectors " " • � Inc. � � ��•• ., 2025-1165514 Southold, Town Of s l/ k\• �P� Inspector: 115 .C` New York.Board of Fire Underwriters Issue Date: 1/8/2026 300 East Meadow Avenue Y East Meadow,NY 11554 ' Yy Office: (516)794-0400(631)650-0200 Website:www.eiiny.com K Mail To: Property Address: in \ Puccio Electric Contracting,Inc- Mark Puccio Modern Age Home Builders rr 21-1 Frowein Road 2350 Shipyard Lane Center Moriches NY 11934 East Marion NY 11939 •�/ License 9 Mark Puccio 4806-ME y.. y ELECTRICAL A_P ROVAL CEOLLFICATE Section: Block: Lot: Permit: AREAS LISTED BELOW ARE-APPROVED BY Inspection "•c s' AND FOUND TO BE IN COMPLIANCE WITH THE BUILDING CODE OF NYS AND CURRENT PROMULGATED NEC. 'No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions = . / were found in the areas herein below only. Residential Inspection Rough Approved 11/12/2025 Final Approved 1/7/2026 ;`►�i Basement:Bedroom 1,Family Room 1,Basement Entrance 1, 1-A/C Condenser Split Unit,1-A/C Disconnect,2-Combo Smoke/CO Detectors,23-Duplex Receptacles,I-Exhaust Fan,26-Recessed Fixtures,1-Smoke Detector,6- s Switches,I-Wall Sconce'.' 1 This electrical inspection and certificate does not take into account any FEMA,NYS and local flood ■ ■ /ice'^:� ❑n.. ❑ elevation requirements.It is the responsibility of the property owner to determine if flood elevation '•:;. ., requirements apply. NYBFU and Ell are not responsible for any Flood Elevation requirements. — rr;: Therefore this electrical certificate is only for compliance of NYS Electrical and NEC Codes. a•�.:, :l�/ � ��;`zap' �jff.y` a1) Richard M. Bivone Philip Goehring,Jr. -, President Chief Electrical Inspector This document features a tamper proof Quick Response code which contains the encrypted original data submitted when certificate was issued. ►; � \ ��r. Wafi JY(. ,�3 L'S� � \\ ' "-!/ � �' �..u_'ff � � \�,J4.�u �('/I � \\�f°' f•� \�LAN l+L.�! A i�.?,ilri: a .�" f ,`fy,� aar/BD,ti+:i� a rr�a�?tii� aaQy���P;,, aa!Y„�ti�lwf a✓;'�'►�;'y� ..;�;a`,C;��! 1. ELECTRICAL INSPECTORS, INC. is not responsible for the existing conditions located at the subject premises. r' kaa t t�k 2. Ci1WA� R)RS, INC. is not responsible for corrections,up grading,or replacement of existing electncal v,folatiOtis titlt tti a t premises. Any corrective work shall be solely the responsibility of the property owner. >✓ E rTR►� ;tINSPECTORS, INC. (DOES NOT WARRANTY OR UNDERWRITE THE ELEC �I r i� 5?= 'GI" 1 AT THE PREMISES. 3. ELECTRICAL INSPECTORS, INC. only recognizes the National Electric Code,the Building Codes of New York State all Volumes and Local Municipal Codes,as Authorized by The Department of State Codes Division, via Village,Town or City Board Resolution. 4. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements ofNhPA 73, latest edition Chapter I, Section 1-1, 1-2. If violations exist, allotice of Violation(NOV) will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved a certificate shall be issued. 5. AN ELECTRICAL CLOSED WALL INS I'➢ -1 ,_conSists_of a.-ulwLUxamination of the area requested ONLY: Electrical Inspectors Inc. will comply with tinerequli-g4pents ofNFPA 73, latest edition Chapter 1, Section 1-1, 1-2. If violations exist, a Notice of Violation(NOV)will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected,a re-inspection will be conducted and if approved a certificate shall be issued. 6. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. 7. A CERTIFICATE is non-transferable. 8. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exists. In the event an inspection is not requested during the rough stages of construction ELECTRICAL INSPECTORS, INC.will perform a CLOSED WALL SURVEY that consists of a visual inspection of the wiring and installations only. Since access is limited, ELECTRICAL INSPECTORS, INC. shall bear no responsibility for any dcCccks Or violations at.the premises. 4. ELECI'RICA.L INSPECTORS, Inds'.shall riot be: responsible to remove any `valls in order to conduct an electrical inspection. 10. ELECTRICAL INSPECTORS, INC, will only release information,certificates and reports to the applicant after payment for services rendered have been paid in lull. 11. ELECTRICAL INSiix- 'ORS, INC.assumes no liability for the results of its inspections. 12. The agreement may not be changed orally. 13.The New York Board of Fire IJncierwritcrs, Inc., is a subsidiary of Electrical Inspectors, Inc. It is fully operational and functional and perfornis cleetrical inspections as it always has. 14.The New York Board of Fire ?JNydee ava•iters, Irte. and Electrical Inspectors;Inc. inspects properties for compliance with the Building Cock ol'thc Statc ofNew York,counties and local electrical codes, as well"as the promulgated NEC (National 1lectrical Code). pF SOUjyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIONL:r G [ ] FRAMING /STRAPPING [ FINAL �n.[ ] F IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ltz ) gao(L 1112\t DATE /.11(' INSPECTOR i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) — ------ — ----0Q, -------------------------------------- FOUNDATION (2ND) --- 0 ROUGH FRAMING& -- -- rpm PLUMBING — — ca�J INSULATION PER N. Y. STATE ENERGY CODE — -- A ti ► n7i � - FINAL a ADDITIONAL COMMENTS 2 r0 c I TTTT to Z fi m 1 ro t w s 75. .: *: • �..,w< a1�,.6.:..e-t.wc..,eew..i... ".t.....iA,.rtAaa..._. e.,�5.,.r.+»..Fr� -_�.nr....,..._,>...a.v. .....w�a. • is a....++,:-:4e_.r.^} TOWN OF SOUTHOLD ;BUILDING DEPARTMENT Town Hall.Anriex 54375 Main Road P.;O.Box 1179 Southold,NY 1 1 97 1-0959 y ' ° Telephone(631)765-1802 •Fax(631)765-9502 : bate Received APPLICATION FOR BUILDING PERMIT for office use only PERMIT NO, Bullding Inspector Applications and forms rifest be filled out In their entirety.Incomplete � application's will not be accepted,"Whore the,Applicent Is not the owner,an Owner's Authorization form(Page 2)shall be cotnplated.° - m Oates (© = OWNER($)9F PROPERTY: �� Na r e' SCTM#i000- 3 P- 7 Project Address. Z3c54 Phone#.' • !� _ 9— Z Email: 4 f e q 1 aGJ �• C'gvrZ Ma111ngAddrB§s: [iY�/�••// �✓i 'LY � y y ° �CONT 4CT'PEft50fli� nla ; : nn.�' .Pr .feerk d;fir? cS{r►- cc s ' Mailing address.' C u ` r .,o '�' %d,! I ylt• �SrR�! �. (176& Phone#.t 634"_ �0 1—Y�f Ernail � n i"l"�t JS Q DESIGN`PROF 1Oh1At iNFORMA7lDhi..:,' � Mane: : t , Mailing Address- Pfto ne M Email: �O1'dTRAG7S7FI INF1ORMATIOht. 'Name,, 'c� r rt 7w pfY) ` ' ' tS s Phone# -Email. ►" !y r' l 6%3/ 74� .7, - 8' Email• c 4VrO de y lri� Yae•- OtSCRII IOt+"OF PROPOSE'C�fN�di4JMON . a C3Ne�rvtrutture `C3Additlnrl1Alteratloit ClRepair`�Qerolitk�at -EstimatedCost of Projei s . tOther 4"p , _.. ; e.. Vs, T k. Will`the Jsit be re=gr tled? L7Yes pia Will excess fill ba remrived frorn premises? �Yes'1, Vo• M <• j77 - --------- •, -r" gs, to a t �^ psi``• I4 C. } a t PROPERTY INFORMATION Existing use of property: CCS�A Intended use of property: zdMor.us ,e district in which premises is situated: Are there any covenants and restrictions with respect to Q this property? ❑Yes Irlo IF YES, PROVIDE A COPY. l-Check+Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by ChapteF23¢of Ow Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordlnence'of the Town of Southold,Suffolk,County,New York and other applicable Lows,Ordinances or Regulations,for the construction of buildings, additions,alterations or for remove[or demolition as heroin described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing coda and regulations and to admit authorized Inspectors on promises and In bulldingls)for necessary Inspections.False statements made herein are + punishable as,a his A tnlWmesnor pursuant to section 210.45 of the Now York stela Penal Law. } Application Submitted 3y(print na1 el. jc n t\��t �E t��S E Authorized Agent ❑Owner !'.. Signature-of Applicant: cl S Date: ' STAT,EOF,rykW.YQRIC) SS: COUN77+:OF ) �e-e CA S being duly sworn,deposes and says that(s)h "s a-1pp(ca"if (Name of individual signing contract)above named, �• � Fk F OZ (Sjheisthe ` (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and t6, and Ne N���: application;that all statements contained in this application are true to the best of his/her knowiedg&e,!dt�Vi18'�7tR��d►�� that the work-will be performed in the manner set forth in the application file therewith, rrrffftttt�`� Sworn.before me this 'L 'day O#`Y' —C.�U _ _. •2Q d S lmjaw Note Public PROPERTY OWN (Where the applicant is not the owner) n �-�`tp 2 3;0 residing at (y� do hereby authorize t eS to apply on my behalf to the Town of Southold Building Department for approval as described herein. Own Signature Date 1 enfs c7 • �.( e `� � �`' { r Print Owner's Name Y , I'M fr �. „, ` -4+r� CONSENT TO INSi'ECTION h , t e undersigned.do(es) herebN state:rQ/ �. (ffw�er(s) Namc(s) That the undersigned(is)(tire) the owner(s) of the premises in the Town ol- Southold. located tit i which is SlIna',n rind designated on the Sufi�uunty Tax flap as District 1000. 1 Section — �. Block_.�, Lot._. ( That the undersigned (has) (have) tiled.or cause to be filed. an application in the Sou hold Tll\yta BL ildil g inspector's (.)flier: 1'01.the fullowing: Flint the undersigned do(es)hereby give consent to the Building Inspectors ol'thc t. 'Town of Southold to enter upon Elie above described propert). including and and all buildings located thereon.to conduct such inspections as they maN deem ncecssar} \\ith . resct to the aforesaid application. includintl r. i)e' pp inspections to determine that said premises comply with all ol'thc laws. ordinances. rules and regulations ofthc TOW11 Of*Southold?.4::r,,. A. f The undersigned. in consenting to such inspections.do(es)so \\ith the knm ledec and understandinu that any information obtained in the conduct of Such inspections may he used in subsequent prosecutions For ioladons ol'the In\�s, ordinances, rides or regulations ol'the Tows Or Southold, 'J.fL c �+r j (S ei v (Print Name) *r- • 4 *it+ F5 y^{ ,Ia; rt t... r. •�n'v1) +� C�18 .i. .4i .^y•� LF e,+ti:�" a M4., ,e .�:.�.- 4• .T1fn. .l•k' 2.. 41 Town Hall Annex 4 i Talephone,(631)•765-1802 54375.;Main Road t, �� 7 i` Fax(831)765-9502 P.O.Box 1179 � « t�,'"`i Southold;NY 11971-0959• ��i *rr . 3y,�' " ..BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF..TRUSS TYPE CONSTRUCTION'. PRE-ENGINEERED W©4D GONSTRUCTION,AN©/OR.,TIMBER CONSTRUCTION :". Date: n�S o`Owner. �Sh, yard 1.AnP �aS� /`�Qr�'vr� Location of Property: ... �31-50....... _.. ..._ Please take notice that the (check applicable line): New commercial or residential structure _ f Addition to existing commercial or residential structure __✓..._ Rehabilitation to an existing commercial or-residential structure to be constructed or performed at the subject property reference,above will utilize (check applicable'Ilne): Truss type construction (TT) Pre-engineered•wood, construction (PW) ._ �•� Timber construction.(TC) in the following-location(s) (check applicable line): 0.m .y)%<k 00��' Floor framing, including-girders and,beams.(F) ____ _._•_ Roof.framing (R) Floor and roof framing:(FR) Signature: Name (person submitting this form): _e Capacity.(check appiicable.line): �__..... __. Owner _ ., Owner,representative Trus9Rog15.doox EHoolive 1l112015 . Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York 11766 Office 631-509-4248 / Cell 631-897-2684 jenniferLeedS0255@gmail.com October 7, 2025 Ms. Amanda Nunemaker Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: Shipyard Lane, East Marion SCTM# 1000-38-7-8 Dear Amanda: The owners of this property are proposing to finish their basement. Enclosed you will find following for your review: • Building permit application signed by owner • Owners consent form • 4 sets of construction plan for the finished basement • Survey of the property • Truss form • Check made payable to the Town of Southold for$250.00 application fee. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, tJnnifer L s Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York 11766 Office 631-509-4248/Cell 631-897-2684 JenniferLeedsoz55@gmail.com November 21, 2025 Ms. Susan Pontino Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 2350 Shipyard Lane, East Marion SCTM# 1000-38-7-8 Dear Susan: Enclosed,you will find a check made payable to the Town of Southold for$852.00 permit fee. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, Jennifer Leeds Leeds Expediting Services 28 North Country Road, Suite joi Mount Sinai, New York 11766 Office 631-509-4248 / Cell 631-897-2684 jenniferLeedsO255@gmail.com March 19, 2026 Evelin Mejia Town of Southold Building Department Town Hall P.O. Box 1179 54375 NYS Route 25 Southold,NY 11971 Re: Permit# 52483 2350 Shipyard Lane, East Marion SCTM# 1000-38-7-8 Dear Evelin: Enclosed,you will find the original electrical certificate for the finished basement located at the above-mentioned property. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, J :'fer L ds 40.00 R 62 83 O¢ mo�ww`` ``� •�� o� � Y T l`\ t� l 17.6 4 \ +17.7 17.5\ ' •••• GP�J Qi 17.4 / 17.01 GO�e / GPe ELEC. SERVICE E__ Y`_`& E__ E `� 9 O A9 �1 E 0 G� �J / / � / 81 fX64R L OWDPf BLfXC6yDP�L \ UE�TE�R \4 1/ v p00L+t4.75 �Off. '\ t i .•' 6.FOX9.5 UNf At O1SO BPL,,,„, \ dr If �y 3 2FRTORYAME o `wax °, j 16.5 cp. 14.42+ `� sr RESIDENCE /�/ \ 00 \�\\ +16.4 J2350 /6141 6•09 17.30+) 10.82 � / io \00 PoDGEOM 49.54 +13.84 / U \ /' 60o Q i 0 14.41+ G, � � v O�ApS�J���� — ` o WWII (D 9�e drywells\ 105 Q�O ���G ticc�oyes O ' p�PFz�P G�P� o `'o �• z P� O ��QP \N i0. Pcp co GO 16 3 IF •;i� 1° O QO� v, F.5 �y�o16O 0 Gv�J SURVEY OF PROPERTY cn ��a ITy'i DESCRIBED PROPERTY W LIGH7POLE Z ff SITUATE 5 7.75� `PROPOSED EN OACMENT EASEMENT EAST MARION, TOWN OF SOUTHOLDIr s IL SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-038.00-07.00-008.000 N LOT AREA:68,361.53 S.F.(1.569 ACRES) ;, DATE SURVEYED:APRIL 1 1, 2023 0 r r.e+ �" �>` 's.. MON.FND. STAKE PROPERTY&FOUND.:OCT.23, 2023 1 �s MIlIk— S85°45'20"W MON.FND. FOUNDATION AS BUILT: NOV. 17, 2023 FND. POSMEAD {]f e� �. FINAL SURVEY:OCT. 1,2024 0 229.70 ` CHg1ry LINK FENCE SPORTS t 0 -ELEVATIONS REFER TONAVD88 SP 0 CLEAVES POINT COMMON CONDO. COURT 30 60e, C� r»a?§ Fee . Y -OFFSETS TO FOUNDATION. E SCALE: 1 INCH= 30 FEET �cY rn LEGAL NOTES' • I •m 1 CO PI RIGHT 2024 AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED ' j 2 UNAUTHORIZED ALTERATION OR ADDITION TO T{IS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209. or, N SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW H �raF 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR D PIES'S EMHOSSF SEAL ARE GENUINE TRUE AND CORRFCT CO OF THE SURVEYOR'S ORIGINAL WORK ANDOPINION k, ` ' . ,-.I�p;ND-.'.SURVEYINC`,..PLLC .F 4 CERTFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WIT T{E CUP—EXISTING CODE OF PRACTICE O ADOPTED OE D SURVEYORS.INC.THE CELTIF jDA—INGLIM—TOP-SONS FOR—THE OUNDARY SURVEY MP ISPREP ED.TO THTT-E COMPANY, O THE GOVERNMENTALANCY,AN TO THE LENDING INS11TUTION LISTED ON l- � —P- Yly} N°NI;—N;`-GTHISBOUNDARYSURVEYMAP LAND SURVEYIN VV J 5 THE CERTIFICATIONS HEREIN ARE NOTTiANSFERABLE ,_ ENOT UNOFRG CATONOFUNDERGROUNDI ENCROACHMENTS EXISTOOARESHOSATHEIMP WAYSKNO�OVEMENTSORENDOFTEN ENT ARE�IMATED IFANY r J '' 1 53 WADING RIVER MANOR RD., MAlgORVILLF f 1194' UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS E%ISTOR ARE SHOWN THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY L N Y T{EOF-F SETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TOTHE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE w , i V ARF NOT INTENDED TO GUIDE.THE ERECTION OFFENCES.RETAINING WAL LS POOLS.PATOSPLAN INGAREAS.ADDITIONSTO BUILDINGS ANDANYOTHERTYPE a PHONE. 631�84 6�9973 'O OFCONSTRV ION. E ! ; '[J .r yy! ,,, .- ___-.- : ___.______ __ B ONLY SURVEYSBE4R:NGT{EMAKERSEMBOcSFDSEALSHOULDPE RELIED UPON SINCE OTHERTHANEMBOSSEpSEAIC.OPIES MAY CONTAIN I rpe L UNAUTIiO1�IZ IJ AND UNDETECTABLE MOD FICATIONS DELETONS,ADDITIONS AND CHANGES 9 PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED �"���',:h;'E MAIL' INFOC?AJcL:AN'DSURVEYING.COM H 10 ALL MEASUREMENTS REFER TO US SURVEYFOOT. NaM1•�r,,,}•+"' i 2 U aid, P P P P z OPENING SCHEDULE (EXTERIOR U - 0.28 ) 11J - OPENING ID TYPE PRODUCT GOOE 51ZE COUNT A-q 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER ` WINDOW 60X60 CASEMENT 2 5'-O" x 5'-0" 2 A STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O Z 8 " � v V DOOPOOR, 36X80 3'-O x 6'-8" I � No. I5 ASPHALT FELT UNDERLAYMENT [R905.1.11] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 W DOOF: 28Xb4 2-4" x 7'-0" 1 IY SELF-ADHERING POLYMER-MODIFIED V X DOOR 32X54 2'-&" x 7'-O" 2 BITUMEN ICE SHIELD BARRIER [Rg05.1.2] ZO b_ � W t 12'-&" 14'-4" 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < &:12 SLOPES v Q W 36" IN51DE EXTERIOR WALL LINE FOR > &:12 SLOPES 1/2" STRUCTURAL PANEL SHEATHING 0 > �[R&03.2] T - R-3cl CLOSED-CELL SPRAY FOAM (5PF) INSULATION - Z - - - - - - - - - - - - - - Q LU L Q I _ - - - -T - - - - - I 50LID WOOD BLOCKING z N " - - - - - - - - - - - - - - - - - - - - - - - - - - - � I L - - - - - - - - - - - - - - -- - - - NN O m c`nv t�'v OL - - - - - - - - - - - - - - - - - - - - - - -� I i - - - - - - - - - - - - - - - - -i L - - - GEILINO JOIST Q r 0 cv cv DRIP EDGE [Rg05.2.5 5] I CONCRETE I ( I I CONCRETE I � Q I 1' PATIO ABOVE I I `vim I I PATIO ABOVE I I Ixb WOOD FASCIA o - F - - - -l' I - 1/2" GYPSUM WALLBOARD } p I I I r I O SOFFIT VENT > UNEXGAVATED OR COMPACTED BAGKFILL I o I I I Ij I J v ' UNEXGAVATED OR COMPACTED BAGKFILL I N a `p DOUBLE 2x TOP PLATE VINYL 51DING. ATTACH THROUGH RIGID d� MINIMUM 24" LAP SPLICE LENGTH [Rb02.3.21 INSULATION TO WOOD FRAMING PER STEP TOP OF WALL TO SUPPORT I I I I STEP TOP OF WALL TO SUPPORT I I 0 1 x MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AT-GRADE CONCRETE PATIO ON LEDGE I I AT-GRADE CONCRETE PATIO ON LEDGE - I z AREAS AND TO RESIST A MINIMUM 28 psf a I I z I I z v SUCTION LOAD (EXPOSURE B) OR 40 psf L_ - - - - - - - - - - - - - - - - - - - - - � L:-.:-. -. ..- - - - - - - -j I <wlX 0. (EXPOSURE 0).BEAM p I POCKET POCKET V105: (2)-1.75 x II.825 LVL HDR zQ _ _ _ _ _ _ _ _ _ ZO`` . - - - - - - - - - - - I � v�Q PROVIDE WINDOW r �LANDIN6 DEMO PORTION OF LANDING, I Q I I z z z v i O WELL d PROPER ( UP I UP I I I =I I I w O O Q PLASTIC, HOU5EWRAP INSTALLED UNDER FOAM DRAINAGE AS U v= V, INSULATION. INSTALL AND TAPE ALL SEAMS PER NECESSARY I b" P.G. FOUNDATION 5TEMWALL UPON RISE 15ER 1 8 m 1 I z p N O I w O 2x4 WALL STUDS AT 16" O.G. MANUFACTURERS INSTRUCTIONS [R703.2] 10' DEEP CONTINUOUS P.G. FOOTING AFGO ZIP MODEL 4X I I I ~ 4"cP STEEL COLUMN I z Q (V R-15 UNPAGED FIBERGLASS BAiT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) FOUNDATION NOTES: I I ON 2'-6" x 2'-6" x IS" DEEP P.G. FTC. = I I-4' I I I I 0.,O Q Iv 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING For window o enin s In cons. wall, I w/(4)-#5 REBAR EACH WAY �p I I I Q-m p z O GAP-HEAD NAILS WITH A MINIMUM 3/4" P 9 I I 3" BOTTOM COVER I 1 I �w z~ R-15 2 GLO5ED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND provide #5 bars �4" o.c. (two � Q O �� total) w/2" clecronce from top 8 OI I I I U dJ N (ALSO AT RIM JOIST IN SECOND 16" O.G. FIELD. O sides of opg. for jamb B lintel I I CD I I FLOOR PLATFORM - NOT 5HOWN) reinforcing. Extend reinforcing a I GELL�R NOTF; �-�- minimum of 2' past opening edges. O GONG PLAT I/2" STRUCTURAL PANEL SHEATHING 4" CONCRETE SLAB HOLDDOWNS ARE 13'-6 I/2" I I AND STEPS - 6 mil POLY VAPOR BARRIER NOT REGU I RED FOR r I Q0 1 I 3/4" STRUCTURAL PANEL 5UBFLOOR 2x 50LE PLATE 4' COMPACTED GRANULAR FILL A/G UNIT I THIS PROJECT. I I DRYWELL ( I 2x BAND JOIST L- 2x6 PRESERVATIVE TREATED SILL [UC2] '- 2'-0" I H55 4.000x0.250 STEEL GOLUMN ON � L r C1 12" x 12" x 5/4" BASE PLATE ON H55 4.000xO.250 STEEL COLUMN ON _ FLOOR JOISTS V 1 - - I COPPER TERMITE SHIELD — 5'-0" x 5'-0" x 15" PEEP P.G. FTC. 10" x 10" x 3/4" BASE PLATE ON w/#5 REBAR AT a" O.G. EACH WAY COMBINED 15" DEEP P.G. FTC. I 4" I OVER SILL SEAL J` 3" BOTTOM COVER /BOTTOM AT &" O.C. EACH WAY 3-7 LT-4 1/4" 3 I 8" I w I I //�� EXTEND SIDING TO WITHIN 12" OF FINAL v I WOOD SILL PLATE TO FOUNDATION ANGHORA6E GRADE FOR H15TORIG DISTRICTS [R403.1.6] I - CLOSET UNDER 5TAIR5 I m 111L�J „ „ „ _T I LK_ Q I O MINIMUM Y2" dlo. ANCHOR BOLTS 5PAGED NOT 5-2 6'-6 6 6 5 5 Q I GREATER THAN 6 FEET ON-CENTER EMBEDDED 1 I� O I Z I ( NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE �J Q/ I CELLS OF CONCRETE MASONRY UNITS. THE Z r 5 2 10-O 5-4F I 0. I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD — m I I I I 13 O I OF THE WIDTH OF THE PLATE. A NUT AND (�/ (� BEAM I - - - - - I v �- I I WASHER SHALL BE T16HTENED ON EACH ANCHOR 1- l_ CIL 10 POCKET I I F_ -{ r I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z n Ii- .� _ I BEAM L _ - _ _ I .. � m lu - + - -}-�-}- - I I BOLTS PER PLATE SECTION WITH ONE BOLT d O � POCKET I I O -� w m ? � O I I 1106: (4)--1.7Lx 11.52P LVL GDR I I _ O I I LOCATED NOT MORE THAN 12 INCHES OR LESS z F 0 N v Z 1 W Z - , I EE- - - - - - - - - _ - - - - - THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH � N tY z_ - 1-4. I I I _r I I END OF THE PLATE SECTION. WALLS 24 INCHES O_ ? N O O N I 107: (4)-135 x I1.825 LVL GD O w z u- (I—� \— -4 �_' - Q Q w FEWER THAN ONE ANCHOR BOLT LOCATED THE Q a C� `J J� O Z N L- - - - - - -� I I I 'z � t_j .. < O- d ztu I- - - - - - - - - - - - - L - - - - - - - - - -j I wzwp �'� � �N W � � ~ l4 Q N m w CENTER THIRD OF THE PLATE SECTION AND u _ o a 16'-2" 101_01. I >z w zW SHALL BE ATTACHED TO ADJACENT WALL Q w U m v�z lL z r- O w PROVIDE WINDOW G'-4" 6'-10" I O L O N PANELS AT CORNERS AS 5HOWN IN ITEM G OF q Q N v +,v Q } j 0 (Y 0.Q TABLE R602.3(U. ( (D d 0.v = w W WELL B PROPER I I O O vv �j „ IL DRAINAGE A5 AF.r.O ZIP MODEL 4X I O l4 0. w H (Y z R-11 BASEMENT WALL BLANKET INSULATION 3 w`t - O p O `0 4 NECESSARY 4") STEEL COLUMN I J O z JO z O z w `(�� O P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL Q p� O} v ' z 4 Q N ON 2'-0" x 2'-0" x 12" DEEP P.G. FTG. H55 4.000xO.250 STEEL COLUMN ON I z(Y Q w Q w w µ f, w/(3)-#5 REBAR EAGH WAY z ___1 Q 1 O z p 12" x 12" x 3/4' BASE PLATE ON I w LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS w T O d 3" BOTTOM COVERm J COMBINED 15' DEEP P.G. FTG. I I w �� HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR z ��-- �v w/#5 REBAR AT 8" O.G. EACH WAY I O Q WITHIN 12 INCHES OF THE TOP OF WALL STORY AND �`J O O 3" BOTTOM COVER I 0.0 m ~ ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL w N Z Q STORY;OTHERWI5E, SEE PLANS [TABLE R404.1.2(U] `J O ' > � EXPANSION JOINT �oLL o I I STEP TOP OF WALL TO PROVIDE 6" m �D I I Q 4" P.G. FLOOR SLAB AP 0 EO AS NOTED SNOW STEP BETWEEN INTERIOR FINISHED p I I iv I FLOOR AND EXTERIOR TOP OF SLAB m N =4<�+'"°°«""^•,„, e I I PROVIDE METAL FLASHING A5 NEEDED O I POURED CONCRETE FOOTING ATE• B.P.#, ►� I L - - - I S I r -.�.�=. .8;"-��d „ ON UNDISTURBED SOIL [R403.1] - - - - -- - - - - - - - - - - - - - - - - - - ryt,�r,'R .�to I I GAS FURNACE I 6 MIL POLYETHYLENE FILM 'tq ?•'^' � � , EE r BY: I O I LENNOX I I CONTINUOUS UNDER STEMWALL ; �I, ^! BUILDING DEPARTMENT AT p I O I MLIQ3UH070XE36B I OT I -� 20 7GONT.4PM FOR THE1- 65-1802 8AMT0 - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 3 7 TO ERY I-4' BATH OLLOWING INSPECTIONS: N I i [M1505.41 GONGRETB - N I I TY 'I G � X 15T11�C 1�ILL 5GT101� FOUNDATION-TWO REQUIRED - Q I I I PORGH ABOVE ( „ I O F w PROVIDE RESERVED SPAG IN SERVICE PANEL FOR f.;:, ' •R YS Td^ . �- �I a UTILITY ROOM z I FOR POURED CONCRETE z -1 - -I- dJ I FUTURE LAR ELECTRIC INSTALLATION [TI03.9] SCALE: NTS .p I I UNEXGAVATED OR COMPACTED BAGKFILL I I 0. I R. LIVERED SEP 2 9 2025 ROUGH-FRAMING&PLUMBING o o I 4- — 4 4 3. INSULATION dJ O I I I #3 REBAR AT 10" O.G. EACH WAY IN MIDDLE OF I SHoyR 4. FINAL-CONSTRUCTION MUST I I 5 THICK P.G. SLAB I I ° J BE COMPLETE FOR C.O. L_ (TYPICAL FOR 4 EXTERIOR CONCRETE SLABS) I w LL CONSTRUCTION SHALL MEET THE �'I r — — i s'-o" _ • ® E EOUIREMENTSOF THE CODESOFNEW � I L - - - - - - _ - - - _ J L_- - - - - - _ _ _ —J - - - - - - • — - - - - - - - - I ORK STATE. NOT RESPONSIBLE FOR - I ` (Z I O DESIGN ORCONSTRUCTONERRORS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L — — — — — — — — — —//24�'-C" - - - - - - - - - - p5EWAGE EJECTOR PUMP NOTE FOOTING WIDTH UUNDER BEARING HALL OFes-COMPi Y WITH ALL CODES OF I'-8" 10'-7 1/2" a'-a1/2"NEW YORK STATE�&TOWN CODES 6'-0" r >� � m ti,S REQUIRED AND CO DITIONS OF' 24-° o o Q Q 54'-0° O Q SOIR}IOI:D JWN ZBA SOUiH01 TOWN PLANNING BOARD 6A5 CONDENSING BOILERS m z Q NAVIEN NPE-240A2 SOP D TOVIN TRUSTEES DIRECT VENT GATEGORY IV CJ CD -(� ., A ZERO CLEARANCE K Q Z 1L Ql� N,Y.S EI, INSTALL IAW UL L15TIN6, NFPA 54 AND o O Q lu ��•-..��,... J OLDHPC MANUFACTURER'S INSTRUCTIONS AHD a Q o O STRUCTURAL DE51 GN NOTE tU N W y Z a < J Z In accordance with the 2-020 RGNYS; structural X z elements such as engineered w R wood, steel and Q- V B,� U i ��t � ® steel/wood composite columns, beams, headers and Q � � � OL I U girders that: o Q Z N I) resist gravity loads, and����T�� UT C ��iFICA� U � �,. 2) are not contained in the prescriptive design p !� 1" U !UI provisions of the 2020 RGNYS IL 0) O were designed in accordance with ANSI/AWG ND5-2018 with 2018 supplement. Structural elements such as walls and fenestration ELECTRICAL that: INSPECTION REQUIRE® 1) resist wind loads, and DATE: MAY 2025 2) are not contained in the prescriptive design EXISTING FOUNDATION PLAN provisions of the 2020 RGNYS TYPICAL WALL SECTION EX 15T 1 NO FOU`Nr�)AT I Oil FLAN were designed in accordance with A50E 7-I6 wind SCALE: 1/4" = 1 ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are AA === I annotated "ENGINEERED DESIGN." Q Q m F -7 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O Z [R405.2b] Z < No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:I2 Q SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [Rg05.1.21 z0 J Z 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES JU V Q v V 1/2" STRUCTURAL PANEL SHEATHING [R803.2] IDo I R-3g GLOSED-CELL SPRAY FOAM (5PF) INSULATION � Q� 0 Z a 1L 1 L- 50LID WOOD BLOGKING - NN m m cv ly --1 CONCRETE CONCRETE CEILING JOIST Q � o � � � DRIP EDGE [RG05.2.8.5] - PATIO ABOVE PATIO ABOVE Ir Ix8 WOOD FASCIA I/2" GYPSUM WALLBOARD SOFFIT VENT > I N DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID -�- MINIMUM 24' LAP SPLICE LENGTH [R6 INSULATION TO WOOD FRAMING PER02.3.2] MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND z cfl j AREAS AND TO RE5I5T A MINIMUM 28 psf SUCTION LOAD (EXPOSURE B) OR 40 psf (EXPOSURE G). z J IL I d� (b Q Q UP I UP I i PLASTIC HOUSEWRAP INSTALLED UNDER FOAM NEW 2x4 FRAME WALL AND RISE 15ER �p I INSULATION. INSTALL AND TAPE ALL SEAMS PER_> f1 OTHER PROP05ED CONSTRUCTION LANDING m I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'S INSTRUCTIONS [R-703.2] O OYPIGAL-IN BLUE) R-15 UNFAGED FIBERGLASS BATT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) I I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING 1 1 l 1 l I PENETRATION; NAILS WITH 1 MINIMUM RI O R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND 0 (ALSO AT RIM JOIST IN SECOND 16" O.G. FIELD. HVAG NOTE: GONG PLAT FLOOR PLATFORM - NOT SHOWN) I/2" STRUCTURAL PANEL SHEATHING OL AND STEPS FINISHED CELLAR A DAIKIN 2-TONNE MULTI-ZONE HEAT PUMP 5/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE SYSTEM TO BE INSTALLED TO EXCLUSIVELY I DRYWELL 2x BAND JOIST SERVICE THE FINISHED BASEMENT ZONE. THE =i LOCATION OF INDOOR OUTLETS AND - 2x6 PRESERVATIVE TREATED 51LL [UG2] OUTDOOR UNIT TO BE DETERMINED BY CONTRACTOR IN FIELD. FLOOR JOISTS COPPER TERMITE SHIELD MIN. 1-7 SEER, CT HSPF OVER SILL SEAL CLOSET cu EXTEND FOR HISTORIG D15 NIT2R"I OF FINAL GRA I/2" GYPSUM WALLBOARD z V V EXISTING STEEL COLUMN O �/ FINISH GRADE Z (TYPICAL-8) I/2" GYPSUM WALLBOARD11) z O N O O O 1� tn� m z z I- w V w i m O O O 2 x 4 FRAME WALL WITH �e� Z is Z Z P.T. BOTTOM PLATE 00� W N O } -1 IT O -1 LU O 2�N za0 z - � zw J J Q w Q - 21-4 t2" SPACE 24-I I/2' (DO NOT COMPRESS INSULATION) ,, N 12 11QJ v lf1 r O 51/2" QW U� a �Uz 'I Z'' Qz � Ow Q -Q J-�-1 �` p/ W p O 6FGI ¢ R-II BASEMENT WALL BLANKET INSULATION 0 O z w w O E2 O>� Q O O }� Q u� QwO(Yµ0} � O < Q Q(Q ��= y Z N WATER MOISTURE RESISTANT M= 0O ") p 'C� Q COMPOSITE WOOD BASEBOARD m Q N BOTTOM OF WALLBOARD SHALL BE 3/4" X - tt STORAGE ® - ABOVE SLAB FLOOR FOR MOISTURE BREAK OO 0 IL IL p 1-J 4" P.G. FLOOR SLAB POURED CONCRETE FOOTING u C ON UNDISTURBED SOIL [R403.1] 1 (b MIL POLYETHYLENE FILM •�'y' GONTINUOU5 UNDER 5TEMWALL 1# c ! %� I n t�:4, a td .i .� ,v BATH J)J� • CONCRETE ;N O § 'a PROPOSED 7'rF I GAL NALL SECTION ,ff "^PORGH ABOVE UTILITY ROOM cuUNFINISHED SCALE: NT5 D LIVERED • !�"+*SEP 2 9 2025 C ; pCh IUJ u" o o' eFol eoo r :ci m v OT_ � 1 !-1 0 IL lu Q V)CD Q O O IL O () O O Q � !L Q Q l O STRUCTURAL DESIGN NOTE 11.1 �_ 0- Z ELEGTRIGAL LEGEND Q Z In accordance with the 2020 RCN,r5; structural Q Ld rU� CEILING MOUNTED RECESSED LIGHT elements such os engineered Wood, steel and X z v < steel/wood composite columns, beams, headers and � Q < � nn RECESSED DIRECTIONAL LIGHT FIXTURE girders that: H -1 C`!I l� WALL MOUNTED LIGHT SCONCE p P Z - 1) resist gravity loads, and 'J < V CEILING MOUNTED LIGHT (lu�� OUTDOOR FLOOD LIGHT 2) are not contained In the prescriptive design l_] provisions of the 2020 RCNY5 1L N Q p SURFACE MOUNTED FLUORESCENT N > O were designed in accordance with m CEILING FAN WITH LIGHT ANSI/AWC ND5-2018 with 20I8 supplement. � DUPLEX OUTLET Structural elements such as walls and fenestration wP� WEATHERPROOF DUPLEX OUTLET that: DATE: MAY 2025 s� SWITCHED DUPLEX OUTLET 1) resist wind loads, and DUPLEX OUTLET WITH GROUND-FAULT CIRCUIT-INTERRUPTER 2) are not contained in the prescriptive design PROPOSED CE 220V OUTLET provisions of the 2020 RCNY5 FINISHED CELLAR PLAN Q FLUSH FLOOR MOUNTED OUTLET were designed 1n accordance with ASCE '7-16 wind i�fi�Oi�OS�I� FINISHED CELLAR FLAN g SCALE: 1/4" = I ft ® TELEPHONE OUTLET provisions and acceptable engineering practice. DRAWING NUMBER Q DATA OUTLET where such elements occur in the plans, they are TELEVISION OUTLET annotated "ENGINEERED DESIGN." AA