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HomeMy WebLinkAbout45334-Z fM p" Town of Southold 6/18/2022 G y� P.O.Boz 1179 0 53095 Main Rd y��j01 �ao�.fi Southold,New York 11971 V� CERTIFICATE OF OCCUPANCY No: 43171 Date: 6/18/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2950 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-5-7.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2020 pursuant to which Building Permit No. 45334 dated 10/15/2020 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: alterations and additions, including screened porch,partially covered raised patio,raised stone terrace and outdoor shower,to existing single family dwellingas applied for. The certificate is issued to Riley JP Jr 2002 Fain GST Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1068 4/21/2022 ELECTRICAL CERTIFICATE NO. 45334 2/9/2022 PLUMBERS CERTIFICATION DATED 3/15/2022 G or Berry J# I ffk\-) Au or' ed i gnaturee rAz�. . s�Ffotr �D �o Town of Southold 6/18/2022 ao G�"4.EP.O.Box 1179 N m 53095 Main Rd oo� f�` Southold,New York 11971 v CERTIFICATE OF OCCUPANCY No: 43172 Date: 6/18/2022 THIS CERTIFIES that the building HOT TUB Location of Property: 2950 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-5-7.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2020 pursuant to which Building Permit No. 45334 dated 10/15/2020 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: spa addition to existing single family dwelling as applied for. The certificate is issued to Riley JP Jr 2002 Fam GST Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45334 2/9/2022 PLUMBERS CERTIFICATION DATED n , Au e ig afore TOWN OF SOUTHOLD �o�S�FFOI�y BUILDING DEPARTMENT C, TOWN CLERK'S OFFICE o • ��4 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#: 45334 Date: 10/15/2020 Permission is hereby granted to: Gallagher R F Revc Liv Tr 2950 Vanston Rd Cutchogue, NY 11935 To: make alterations to an existing single family dwelling as applied for. At premises located at: 2950 Vanston Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-5-7.2 Pursuant to application dated 10/5/2020 and approved by the Building Inspector. To expire on 4/16/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $432.40 CO-ALTERATION TO DWELLING $50.00 Total: $482.40 wilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 'L��o VAS RO/ga �� � � House No. �j Streeet,, e Hamlet Owner or Owners of Property: %.. �� / V V' ��' '%tw Suffolk County Tax Map No 1000, Section Block Q 5 Lot J t L. Subdivision W�kc4 �o Ipj CLU R©,p i Q Filed Map. ��(® Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $. 5) 0 Applicant ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, t residing at 33 q0 VuS-DN�Jb /0 4-83 (Print property owner's nam (Mailing Address) 'AA9611C, N 5�do hereby authorize.66'46W C�URG���--�n 010- f F (Agent) RCt) kEB—E-k to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) 4 l i� (Print Owner's Name) LA 5 Of SOGTyOIo / V✓ v * # TOWN OF..SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 REMARKS:, DATE �� INSPECTORS - �' ��� ��OE SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. °lycou765.1802 r= : 1NS"PEC - ION, [� UNDATION 1ST [ ROUGH PLBG. [ F NDATION 2ND [�INSULAT [ FRAMING /STRAPP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C//OO REMARKS: t 0!yl-�Zg 1!� V fes° 4,) rAo ` C z!vplk �wi AA i-rpos(A vvpm Af rh W, 92or< P /C6 DATE ZAvI INSPECTOR �o�apF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. • io co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]A LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE- 10MARKS: Y� �e? y 0,4 S)p c2v r�> D7 t DATE4 - l INSPECTOR O�aOFSOUTho! 5`3 3-LI -�2,q 5 VANS�_OJQ ti o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouom, '' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING' - [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PR C/O REMARKS: H� o VAC' DATE In /2,2, INSPECTOR c pF SO!/��ol . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(C�town.southold.ny.us Southold,NY 11971-0959 Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Riley JP Jr 2002 Fam G S T Tr Address: 2950 Vanston Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 45334 Section: 111 Block: 5 Lot: 7.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Spa X Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceiling Fixtures 29 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 6 Smoke Detectors 5 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 92 CO2 Detectors Sub Panel 200X2 A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 2Q' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches $3 4'LED Exit Fixtures Pump 2 Other Equipment: Hood, Fridge, Double Oven, Gas Cooktop, DW, Micro, Mini Fridge, Dehumidifier (3), LED Mirror, Plug Mold (20'), Step Lights(10), Pentair Intellicenter 10 Circuit/ 10 Used, Pool Cover Notes: w/ Keypad, Pumps (2), Pentair Ozone, Heater, Lights New House and Spa Inspector Signature: ��•%� Date: February 9, 2022 S.Devlin-Cert Electrical Compliance Form �aF•�SO(/Ty.... . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G :: Southold,NY 11971-0959Q;: _u1Y1'l'a _a - . —� BUILDING DEPARTMENT. J _; 4•�.j'; TOWN OF SOUTHOLD 4 i i j MAR 1 6 .2022 j GERT-LFIC_A-TION �� tF � „ , .e, _..rte•.. 1 Date• J?? l Buildilig Permit 1 6 �J -- - 1Y& Owner: (Please print) ..Plumber: r� �. al'.:�a - (� ,..,.. ._. .... ...... .: ..._ .,.. . .-__,...._. . ,.. __.. ... . <,,....._Y...__._ -.. . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umbers, i' tore) ::--.14 Sworn to before me this /6- day of c.% G � , 20 a Notary'Public "'ia inty t o1 n i Building Envelope and Duct Tightness Report 2018 MCC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2950 Vanston Rd,Cutchogue,NY 11935 Test Date 2/3/2022 Building Permit#: Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Sol t1o�s f {°{' c: f j (��, NATE ID# 187 East Main St m eta ICC ID# Huntin on NY-11 D BPI# 631-673-0664 E Building Envelope Tightness T7ry!TIJI T r Volume Calculation : �:_n:�� �.� e.�4< ,:��;, jA»� .�„ Floor Area Volume Conditioned Basement Basement 713 7676 Conditioned Crawl Space 1St 1854 16686 ❑� Sealed Attic 2nd 1104 10404 *The conditioned floor area of dwelling is calculated In 3rd accordance with ANSI 2765,except that conditioned floor Attic 10517 a ncludes areas where the ceiling height is less than 5 Total Volume 45283 ft' CFM @50 pa 1 1231 Air changes/hr@5 pa 1.63 O Code Compliance: Pass Duct Tightness: Post Construction Test-Total D ct Leakage System-1: Within Condition Space Duct Location ConditionedSpace Floor Area Leakage CFM @ 25pa N!A CFM/100 ft CFA NIA Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N!A Code Compliance: lJxem t System-3: Duct Location Floor Area Leakage CFM @ 25pa CFW100 fe CFA Code Compliance: All building envelope tightiness testing has'been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC'as amended by 2020 New York State Supplement,Section 4033.4. •f .s Signature: "" :0511:- Date: 2/3/2022 ChristophZTSilvia,Home Energy Solutions tr Y; f i - ..i __.. ___ z " .. �.. _ j �r� ,� �` "- ... .ori. i ,��-� _ ;�- _� ,.R�.ae. '4}`fir. - ,'. ,_ .F. :� ' .. � ' �•.. s we If kL J � v• t• y A L �1 .- •moi �-�.- „�.• _ � -� i • ,� _„ � ..�� �•-` ,`�"' `fir � `���-,.► ' fir• .T �f M1 \ M 1 IIIIIII '00 0 f �'--a:rxr'�-,...wa... +��' �ii a �•1 � A ��;'4k'hJS 7f � F • ry-�'• ar S f.1. � . do rl fA. ti•a 1 � ' �.4g f' ' l i 3µ. FREDERICK At EAST MAPLE: ROAD. GREENLAWN;. NY 11140 Rod �, s2. N®YACK °PATI-I' MATER .Ml L. NY ul..��, 'WEBER �weberarc�ttect���hoo.coa� 6�1 t��-5�� ASC . CT March 15; 2022 TO SOUTHOLD-.BUILDING'DEPARTMENT RE;, SHANNON RILEY:RESIOENGE- BASEMENT ,79,50" ooSt6n,Road; COtchogue (Nassau Point); NY The,basement;at the'Shannon Riley Residence.consists'of two,,general.spaces':as described -below. The-eastern portion.has;a 7'=1:0" height and cam be, used as "habitable Space?;.. The, western portion :which; has, a V_ height; is not: intended,to.be. used as habitable space:but Vas only`,finished for housekeeping purposes. Please include.this letter in.the Buiiding..Departmerit.file.on this p'roject. T .a k. . u s< p a: J ' F ederick Weber; Arc V L D MAR 1 6 P022 BIU37,13pqG T. i i e e a► • e • � ® e FOUNDATION FOUNDATION (2i I n, WEI m2maTm- 59"IMIL72 ROUGH FRAMING& �I/II I. I ll�lo �' r bR.6G lra '� i� - •� r'�� `��� i� W PLUMBING i �e /a �i ' ' 11 T Jw lzx_imr " Alum 1 ffl !LTA M MAPP s., ;s Y. CODE-.-* I pop Imam amM! 'Milli WMWA �+"WI_' Ail ����I:�d,/� �� � I ►.- I aid. � � � �_• a � ` �� � r. - - tee. II o . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:,(631) 765-1802 Planning Board approval FAIL: (631) 765-9502 �� � Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved '20 Mail to: Disapproved a/c _ Phone: Expiration J ? Building "sp for — 5 2020 APPLICATION FOR BUILDING PERMIT DL7 TlI-1 DEPT. .. Date 20 INSTRUCTIONS a. This.application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the Property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. • 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,or 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 for necessary inspections. (Signature of applicant or name,if a corporation) �1 m ,Cj x M+o (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder . AZ� Name of owner of premises Gd el R.ii� 9 � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. .Other Trade's License No. 1. Location of land on which'proposed work will be done: House Number'. Street Hamlet County Tax Map No. 1000 Section' L Block C 1,7�r Lot. �� oa a� Subdivision R2 N i� iu_I�`;led Map No. �'1� L6t l� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy •Sii36U% t�A 0�tt v V-/ b. Intended use and occupancy iat)4 0\1� 03F '810w I)U-, 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Costes Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear �� Depth F;E� (X) t Height Number of Stories i Dimensions of dame structure with alterations or additions: Front Rear Depth Height 0 Number of Stories 8. Dimensions of entire new construction: Front Rear Depth- Height epthHeight Number of Stories 9. Size of lot: Front Ream Depth 10. Date of Purchase �� �-� Name of Former Owner 11. Zone or use district in which premises are situated -To '? � 12. Doesproposed construction violate any zoning law,ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES _ NO X 14.Names of Owner of remises 0.5Ww 1'"A° Tidress Wow- "`c1 v% i`7et> Phone N15 1�,�'� 1-1�✓1`'� Name of Architect s Address - I.I.: .''� Phone N 11 Name of Contractor-N , &*6V-+aC)0Gt--3 Address F, U:�x 7:4 Phone 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. • b. Is this property within 300 feet of a tidal wetland? * YES )C NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. ,� N' vb� 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) L9aaqKMC--. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contractt)' above named, (S)He is the 1 � (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. VITO M STEA Sworn before me this 4&C'Qualified ary Public-State of New York y NO.01 ST6236460 day of 6m 20 in Suffolk County mmission Expires Feb 28. 2023 Notary Public Signature of Applican Glenn Goldsmith,President 5®1J� Town Hall Annex Michael J.Domino 54375 Route 25 John M.Bredemeyer III z P.O.Box 1 York Southold,New York 11971 A.Nicholas Krupski � Telephone(631)765-1892 Greg Williams p �� Fax(631) 765-6641 OUNT �' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9773A . Date of Receipt of Application: November 10, 2020 Applicant: Ellen Christina Riley, as Trustee of the Shannon Riley Trust SCTM#: 1000-111-5-7.2 Project Location: 2950 Vanston Road, Cutchogue Date of Resolutionlissuance: December 21, 2020 Date of Expiration: December 21, 2022 Reviewed by: A. Nicholas Krupski, Trustee Project Description: Construct a 98sq.ft. one-story addition to the landward side of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frederick R. Weber dated October 28, 2020 and stamped approved on December 21, 2020. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination frorm any other agency. Glenn Goldsmith, President Board of Trustees ; • a 9 APR - 8 2021 J ijy, �.%q'Yr `?:ry."'4'a-,x� Y�+ "• u+r5'.+.35 �Lz• f �p. ,'s" �•. �.. - 4t�j x..� iN n �.. t• ;i . _ 0.�:/'"�'a,,`e u�-a:...y;,^"` ��' �r.;,••' ,a�.,';+',_.. :�r:�� ,_� .+` :.a ..-a'�. .a 't+r .y,"• °�,�_ .�. �:f� �:�'^R?�3�nT'.'Stri��-`:?.4.T,,^�:'q"i,i?a;5'�wn'_n".•3L'�.u�l.�`'�?::n„�,w�e�Su•.L'c�:•.zc±scoTst.Y{.t1rF:'4°sc�t�,.nx,�in�,n�F��rB.'+bt'^s?+SNR?f:s'�z�F-r'+'1.2'�:�:��pD��"'Sy:'.�•:dp?3S:'c4:`eSA"✓''x9Ff.•.•."�-i,�m?La?c92.,, :' *. - •€ — -------- '—�--- x:15 � •i� ' BOARD OF SOUTHOLD TOWN TRUSTEES !'- �x :M SOUTHOLD,NEW YORK `.r . i _ s � PERMIT NO.9843 DATE: MARCH 18,2021 €' f ISSUED TO: .TAMES P.RILEY,JR.2002 FAMILY GST TRUST c/o ELLEN RILEY TRUSTEE f ' PROPERTY ADDRESS: 2950 VANSTON ROAD,CUTCHOGUE SCTM#1000-111-5-7.2 z. Y a . `t AUTHORIZATION k j Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r r� a : accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2021, and in � ` j consideration of application fee in the sum of$250.00 paid by Riled and subject to the Terms and `"• t ' ' F Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits-the following: 14'.• Wetland Permit to revise the existing driveway, patios and paths. The following additions are proposed: Screen Porch (167 A), Roofed Patio (Replacing existing 2nd floor deck, 175 sf), Raised Patio (Replacing ` existing 1st floor deck, 147 sf) and Spa (50 sf)/Spa Terrace (150 sf). In addition, the following site improvements are proposed: revised driveway and parking area (2887 sf), removal of existing sanitary # system (water side of house),installation of a new I/A sanitary system for 6 bedroom house(landward of ;k {� ! house&greater than 100' from surface water) new patio at cottage entrance(184 sf) walk&steps(391 =i sf),entertainment patio(1125 st)w/outdoor kitchen(51 sf)& retaining wall,gravel area(north of house, r 1210 sf), masonry steps (24 sf) and gravel area (west of house, 122 sf). New access to the beach will be constructed consisting of new steps/landing(134 sf),new masonry retaining walls(66 If)and resurfacing of wood steps 55 s Existing AC units and cellar entrance will remain. A spa filter spa heater and a _= f 1000-gallon propane tank will be installed. Retaining walls will be constructed along south property line i r` ` ! (96 If) and along east/south side of driveway (50 If).. Site drainage will be provided for a 2" rain. A ! -• ,�' -.._ deeded 10' non-turf buffer (line of "non-disturbance") is proposed on the east side of the existing i t • �' �;-�' bulkhead and a minimum additional 8' of native planting area is proposed beyond this (total minimum I _ 18') as shown on the site plan. The area of native plantings widens to the north and sweeps east to an area north of the existing house; and as depicted on the site plan prepared by Frederick R. Weber, received on March 15,2021 and stamped approved on March 18,2021. ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these ' 1 presents to be subscribed by a majority of the said Board as of the 18th day of March,2021. 101 haf Fol Z,V� CD fit, '"F ,�N.yr.�S:7.^..•:3�YerLG�`•5&S11ai•:r�tirs;.' ">'izF.�e31xF�&"as1,�;�F'�k �t�adr:�YYt7F3;xd"3;,kirw.,5lictTiSw:sai�3.�i�:7rt�i:nsyS�isaSis'.;'<:K':v"i4'➢ni.-': ,3b�Y,^1*'0';�Yn^..�:i<;bidnS�.74bYi�i�.,�w'S.tG�i�� V d• 3= _•� ._�; yp7 y. �?�;rii B' e �. -.si; :y,,!,Rr;,S, '' g.�- .�K�i�� ',flL_.e e�«;:,;,. �;.���`�1 - ,_ y� ..a � •rte� ;-a—�"`--�'�e y� '"�� '�'� x ��' �N�;. ,.,- -.,�c,? � ,��s� ��� p �`t ,- t" 9 �lw+'F• -' �� `u ,o r •T tri — _n� »Sy '�wa - Glenn Goldsmith,President �Q�SDUry Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O.Box 1179 Eric-,&penoski Southold,New York 11971 Liz Gillooly . G Telephone(631) 765-1892 Elizabeth'Peeples. • O Fax(631) 765-6641 : -BOARD OF TOWN.TRUSTEES. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE' . # 18990 :D;ate: February 27, 2022 TMS.CERTIFIES that the revision of the.existing drivewa ,patios.and paths. The-following additions are proposed:-Screen Porch('167 sf);Roofed patio (Replacing�existing.2nd floor deck, 175 M, Raised Patio.(Replacing existing Ist--floor deck, 147-sfl and'Spa 60 sfApLa Terrace(150 .sfl.,In addition,the.fol.lowin ' site to improvements are proposed: revised.diiveway:and parking area.(2.887:sfo�yaaf�eac'istnsanita *ssema(waFeraside ohais�lwirisllatsonofane �.., _ , . 11' t s; e f t i5'1 edge laanae(landward:dhouse.&':greater than'100 froriisurface water riew. atio=at cofta a entt'aric&-(•18.4 sfl,walk:&ste s-(391.s maso ste s f24'.sfl.ancl P L P.. fl �p ... gra'vel'area_( uest:of house; 122 sfl::New:access-toalie beach w 11 be.constructed consisting of % ewtepsnri ' (661fl:'news ( :resurfacin�of wood steps r and a'100'0= 5=$'sf)°Existug':AC.units`aridcellarentrance:will' remain:`A'spa:filter:spa heate : g_allon.propane'farik w'ila-be:installed-Retainirig walls will.t?e constructed alona,south.property l A6196.1•flIand along east/south:side o .ariveway.(5.0<lf).:`Site::drainage uill'be.piovided fgr a`:V rain.:A.deeded.l.0'.non aurf bYffer dine of;"poli-disturbance'.'. ispioposed'oithe:eastside:of=the: exisd bulkhead and:a iiiii unu n.addi'tional'8'.of native i lai tin :arg ea is proposed.beyorid.this (total minimiirii .18'.)as shown'on the site"',lan.•Tlie.area of native plantngs:wderis to the north.:. : . and syyeeti's:east to aii•area.1!6it :of the existiri house; " : At =2950'Varistori Road;Cutehogue Suffolk County Tag Map#100.0 Conforms to_the itiiplicatiori.for' a Trustees Perm it,hereto%re filed in,this ; office Dated Feiiriiary.-3,2021 pursuant to which Trustee"s Wetland Permit#9.843 -Dated March I9,'2021,:was issued.and--conforms to all the requirements and conditions of-the-applicable provisiotis.of law: The project' . for which this certificate is beiug-issued is Glenn Goldsmith,President *Q� S®(/�� Town Hall Annex Vy ® A. Nicholas Krupski,Vice President �� `O 54375 Route 25P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly cn ElizabethPeeples ® a� TeleFpho G3(6371) 7665F4-18rr92 lI�C�UfVT`I,Nc� rLq I� \,,�� I JUN 16 2022 BOARD OF TOWN TRUSTEES BUILDING L1tN I. TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1917 C Date: June 1, 2022 THIS CERTIFIES that the construction of a 98sq.ft. one-story addition to the landward side of the dwelling; At 2950 Vanston Road, Cutchogue Suffolk County Tax Map #111-5-7.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 10, 2020 pursuant to which Trustees Administrative Permit #9773A Dated December 21, 2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 98sg ft one-story addition to the landward side of the dwelling. The certificate is issued to Ellen Christina Riley, as Trustee of the Shannon Riley Trust of er of the oresaid property. 4 Authorized Signature Glenn Goldsmith,President ®� S�UTy Town Hall Annex A. Nicholas Krupski,Vice President ,�0� ®l® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J�[ Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 Comm , 7 BOARD OF TOWN TRUSTEES JUIN 16 202 TOWN OF SOUTHOLD BUILUINU CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLt1 ## 1918 C Date: June 1, 2022 THIS CERTIFIES that the removal of cement section of loose blocks and to replace failing wooden erosion control walls with one 95'x4' wood and vinyl wall to be located within property line; At 2950 Vanston Road, Cutchogue Suffolk County Tax Map#111-5-7.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 26, 2021 pursuant to which Trustees Administrative Permit #9935A Dated July 14, 2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of cement section of loose blocks and to replace failing wooden erosion contil-011 -,;falls with Gne 9J'X4' wooa and vinyl wall to be located within property line. The certificate is issued to James P Riley Jr 2002 Family GST Trust do Ellen Christina Riley, Trustee owner of the aforesaid property. 0 Authorized Signature O��gUFFO(,��oG BUILDING DEPARTMENT-Electrical Inspector N z TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 9 0 Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 191 l Date 1�19� 2 7 2021 Customer Name Lr kg),(.t[dt/ kf Electrician Named Address S:94/ 0 !-OT 2 Phone61-74g,- S e-mail e-mail <:%44�t , &-A4 Phone License# 14e Size Aa A Phase l Overhead Underground #of Meters / Remarks #of Underground Lateralsl 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da the date above. Authorized by RO,kAg) ��SUEFOt,�`,P BUILDING DEPARTMENT-Electrical Inspector �O Gy TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 CIO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cbsoutholdtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �5 Company Name: G Ts- r Name: License No.: email: ai r' r?+ n t/, Phone No:4 f-a ,-q 1 request an email copy of Certificate of Compliance Address.: . I a, P•cl; Gc-�-r�,,� JOB SITE INFORMATION (All Information Required) Name: Address: S dC2 9 5 O P Lo Cross Street: U .Phone No.: Bldg.'Permit.#: t4 5 3 3 y email: ; Tax Map,District: 1000 . . Section: i_( I _Block: 0 5 Lot: B IEF DESCRIPTION OF WORK(Please Print Clearly) Svc., Check AII'That Apply: "_ `�- Is job ready for inspection?: ,BYES ❑NO .Rough In ❑Final Do you need a Temp Certificate?: YES ❑NO issued On Temp Information: (AII information required) ;S Size;RttPh ❑3 Ph Size: . o A #Meters Old Meter# zew Service ❑ Service Reconnect .19-underground Overhead # Underground Laterals 01 ❑2 tRiFrame ❑Pole Work done on Serviee? ❑Y ❑N Additional Information: r� PAYMENT DUE WITH APPLICATION Electrical Inspection Forth 2020.xlsx i PERMIT# f Switches r �� Outlets � ' 1 :,� .� � •� G FI's Surface - 3 � G Sconces i I , HH's 3 UC Lts ' Fans FridgeHW ' Exhaust Oven • i / V1! Dryer • _ 7 Smokes I � DW Service P0 Carbon Microff Generator. a Combo Cooktop Transfer AC AH 1 Minit,44 1 � Special: Comments: ` 2-01 LOD AIL ' 03 0-9-.. /nJ' �- Scott A. Russell ,��°suck ST01R.AM[WA\TlE1[Z\ SUPERVISOR NT ( f �T ,� z I��[A\lam A\G]EI��I[lE�'7C' , SOUTHOLD TOWN HALL-P.O.Box 1179 u' \ 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold 1 � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) I— DOES THIS PROJECT INVOLVE A.DIY OF THE F'OLL,OWING: Yep No iCHECI� ALL THAT APPLY; I f 00 A. Clearing, grubbing, grading or stripping of land which affects more 1 than 5,000 square feet of ground surface. j ❑t,B. Excavation orf filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑K C. Site preparation on slopes which exceed 10 feet vertical rise to �- i 100 feet of horizontal'distance. ❑R D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square , feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional.Agent.Contractor,Other) S.C.T.M. �: 1000 Dale_ ' District NAME: � os atel- !��-t`•2 I� N Section Block Loi FOR BUILDING DEPARTME\T USE ONLY Contact Informatio"L I — Reviewed Bv: Property Address/ Location of Construction Work: — — — — — — -- -Date- Approved a — — — — — — — — Approved for processing Building Permit. � L+ Stormwater Management Control Plan Not Required. ' Stormwater Management Cont'ol Plan is Required- (Forward to Engineering Department for Revien•.) FORM SIMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road =Z Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT. NOTICE OF UTILIZATION OF TRUSS TYPE.,CON STRUCTION.PRE-ENGINEERED, WOOD CONSTRUCTION-AND/OR TIMBER-CONSTRUCTION.- Date: Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial o residential tructure >< Rehabilitation to an existing commercial residenti structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flooo and roof framing (FR) ar Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReql 5.docx Effective 1/112015 SUFFOLK COETN"rYDEPPaIEtMZENI VL4 sa -%I axe s�xca��.r� 1061$ O CE OF IVASTE'�ATIrR hMANAGEM�TIT UA Regi�atiQta� 1��1` 360 YAPHAW A.VMq&P,SLTIT62C,y"HANTC Wy 17980 (631)852-5700OR HgalthVAVM 9uffa-kcatntyn.Y-gov Ae PP£p 141 .'�'�'O1:�Ip1<�O y �'�.�a$.L RGA T r�D'�NY�.REGISpr'��ry��BgN� RE M .OR MGIS'�.�1 ►gt�T L.S1Ci. S SV'x` Tdl71Q�Y � �r•X,L'i V1��7�L+IL.a'I V�1�L47 _LEV.S.ML�� 3 , 1 (VA Q S REFER TO RMM SIDE OF TWS FORM FOR INST UCrIONS---.ALL SIGNATURES MUST BE 03UGMAL PLEASE MICATE IM PU"OSE OF YOUR"PLICATION BELOW Mme, REI WAL CSF For aaeNty cnas eted iCAsystem, I�LT ATls�i''�: ..,.( PRYMOUS pravidc the Ha th Dept.cnmstvcdon permit r..efarettre 1=7S A71ON: numb=. � f Fiz�iousn�s�aonaruaber AreanWasreg�sraiionu=.berif +� kuowxt: Tax mats#.of UA System. District S Zion Mock Lot Hartel I tion: p l A 3 elo 00 Physical Addr=of FA Systems Parcel: c-,I, 2�LO V . - Mame ofCmxcnt ProperILY b' UM(s): 44 S P M4iug Ads3ress: 1P6 Comet : Home: ' ( $maU.Address. Mobile: wa ) (- Qir1 X/A OWTS 0,70RIA ATIOM Manufac=er. , '�0^3 Model-, OP.�RAT1 ONA14 D MC I Na CON CT ATTACKED TO TMS APPLICATION; LN YE,S �. No* *If you have not eclosed woopy of z valid 4$cM Coniract;.g2e4se contact yo ur O&M provider "^^Ther • . pati Y.tIi SCDI S.wittiz�3.0 ala. tiu3reml ziaere,is. cage i Iatatenauce 'ratfaderA A-4 HaS att.effl9ent sarnPi -bftri tak=0i4 t' na#,fid to the hepar el�t smc 'tie.i ii aitys rAPt ion it dh at? F ECs S Cl2 AT ODT REhtEy AT�ONLY'); NO* s7f'�l+Q`:sxtact aur &mance 'deraart3�avctt�swb cuxs�uEc,€#lueq�t �tr.�ults tQ;t� einaceardance:ivithstaeda�s.. By s'st;' g'a and I cert*t1tat 1 bg e.=d:pnd pudetstaad alb IIA_()WTS pro Xt6us as-indicated. in sections.9&D-19.05 dad 60-1906 ofthe S ff�ol2e'County SW�tuy Code,as well as any�mwuhctmters gwdauce dpcumenm I also :zztdeatmd my.responss'bilitios as the VA OWTS.gvmer as:they may relate to-thepmpor.if4 c�tior Wi.'aad maintenance 0011.0 wsmm. `Any false a'tatemer3t made herein is' .0 isl�abl .it�isdeltseanor p. to Q kS of New York Mate Pcual:I.av,►" 3i__twe of Cipmt Property Q r(s):' . °xiat flame ofCmrent Propay b.. T. :. . aourreqaeafbr.YA OWTS te&ftfton is acceptable,-gad yovx system bas been istred�tu-. Wal/a,025 TWS re&=fi®n vill expire 36. a froM the apptorl t 1n(ic9ed.ie10V.. :]Your.VA OMS rq&0fion jbrmimnot:be pro=sed at tis. Please see the atac&d:!qo1i&of Iuoot e Applicioh.. te. .�1211;ooa .-304(rev.08/1.7) . . APR 2 2 2022 BUILDING DEPT TOWN OF SOUTHOLD -,-. _ ..",•7>._•;t]:�T;t:w`.-:,..__�.+:��iv,'f^.•t;;"l•-n".n::rf.,.,�.•..•...-•. ..:;.T.y.:•.:?-':::,-:....:.:�Fm,.•r'i?y' �iiAw;,:._,y.:..,'YM,•�enaapfii:sE^J_ Snedad N.XMT.Ud"i0a-sffiIMt—lbrpii aodSal,D.nL wj*C.�inaGismiiAmJubiiiaC.ep�v'so. . CONS=VOW LAWVMB Ot> AMMisUgs'�:.fl6�SjowOMUM gWIAVMWWar . MIS DME WI[M made the .1Jlt day of 'Api-A '. .nineteen hundred and eiEty OIIe " SSI1l►EEIY 13DiAW .-T. SCHUELLE33T, residing.ing•at ]FateOtl>< point, Twin OP Southold, Suffdik County, New,York, 94 ,+ m •® e R C+ Party of the first part,and PRISCILLA S-.MURRAY, residing at 194 Kensington Road, Garden City, Nene York, party of the second part, I WONESSM,that the party of the first port,in consideration of -One and 00f100=- - -_-__-_-_»-_--•.._-._ �._-__-___-_- s---�� 00 ) -dollars, lawful money of the United States, and other good and valuable consideration Paid f by the party of the second part,does hereby grant and release unto theparty of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being Wztkm at Nassau Point or Little Hog Neck, Town of Southold, Suffolk County, New York, known and designated as Lot 317 on a certain map entitled, "Map of proposed sub-division, Section C. Nassau point Club Properties, Inc., situate on Nassau Point, Suffolk County, Now York, by Halsey and Van Tay,, and S-, Riverhead, N.Y.; June 1919% and filed.in the Office of the Clerk Of Suffolk County, whish lot is bounded and described as follows: . BEGIIINING on the southerly side of Old Cove Road where the same is intersected by the division line between lots 313 and 3'7 on said map; running thence southerly along said division line, 153 feet to-the north side of 10t.316; thence westerly along-the north side of lot 316, 330 feet.-to.Cutchcgue•Harbor or gorse Shoe Cove; thence northerly aiong j said Harbor or. Cove, 68.69 feet more or less.to the South side of old Cove Road; thence easterly along the south Bide of Old COve Road, 260 ; feet to the point or place of BEGINNING.GE ;,.. t riP fat o€ gray over a r- ani,ular lot be , the ,4 t NY 005-Bargain and Sale Deed with Covenant againsr Gramor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 4th day of September in the year 2020 BETWEEN RONALD T.GALLAGHER as successor Trustee of the Restated Ronald F.Gallagher Revocable Living Trust and as successor Trustee of the Restated Marilyn A.Gallagher a/k/a Lynn Gallagher Revocable Living Trust 2950 Vanston Road,Cutchogue,NY 11935 party of the first part.and ELLEN CHRISTINA RILEY,as Trustee of The Shannon Riley Trust under Clause THIRD of the James P.Riley,Jr.2002 Family GST Trust residing at r 3 4, 6'—'. -70(A y -Aef- /0)3 ,N'&- ycyx*. /-..Y. /vo 7.f party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the patty of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected.situate,lying and being in the SEE SCHEDULE"A" ATTACHED HERETO. Being and intended to be the same premises as described in Deed dated 1/31/2001 and recorded 2/23/2001 in Liber 12103 Page 891. PREMISES KNOWN AS 2950 Vanston Road,Cutchogue,NY 11935. D: 1000 S: 111.00 B:05.00 L:007.002 TOGETHER with all right,title and interest,if any,of the party of the first part of,in and to any streets and roads abutting the above-described premises to the center lines thereof:TOGETHER with the appurtenances and all the estate and rights of the party of the first pnrt in and to said premises:TO HAVE AND TO HOLD the premises herein granted unto the party of the second pan,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part.in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: RON LAGHER, as Successor Trustee New York Title Abstract Services,Inc. tivww.l\iei.vYorkTitle.com Title Number:NYTA-61243-S-20 Page 1 SCHEDULE A DESCRIPTION Amended 8/24/20 ALL that certain plot piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the Town of Southold,County of Suffolk and State of New York known and designated as Lot 317 on a certain map entitled"Map of Nassau Point Club Properties, Inc.Section C,Amended Map A"and filed in the Office of the Clerk of the County of Suffolk on 8/16/22 as Map No. 156. Being more particularly bounded and described according to said map as follows: BEGINNING on the southerly side of Old Cove Road,said point being distant 370.00 feet more or less from the extreme westerly end of the arc of curve which connects the westerly side of Vanston Road and the southerly side of Old Cove Road,said point also being the division line between Lot 317 and Lot 313 on the aforementioned map; RUNNING THENCE South 31 degrees 10 minutes 00 seconds East 153.00 feet; THENCE South 82 decrees 13 minutes 10 seconds West 319.69 feet to the tie line along the apparent high water mark of Horseshoe Cove; THENCE along said tie!ine the following two(2)courses and distances: 1. Noah 13 degrees 37 minutes 03 minutes East 30.38 feet; 2. Norh 08 degrees 33 m nutes 24 seconds West,38.47 feet to the southerly side of Old Cove Road: THENCE a:•org the souther;y side of Old Cove Road,the following two(2)courses and distances: 1) North 79 degrees 26 minutes 39 seconds East 64.90 feet; 2) Porth 64 decrees 07 minutes 00 minutes East 194.50 feet to the point or place ' of BEGINNIiNG. USEACA7VOWLEDCMENTFO1tMREL01111ITH1NNEWYORAS`fi17:0A7.1': t'Sh;l('A,v011'I,'�1XnYlENTFORAIBElAW1V1TH1AINE11'YGRKSTATEONLY: State of New York,County of Suffolk )ss.: State or New York,County of )ss,: On the 4 day of September in the year 2020 On the day of in the year before me,the undersigned,personally appeared before file.the undersigned.personally appeared RONALD T.GALLAGHER personally known to me or proved to me on the basis of sarisfactofY personally known to fie or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed widlin instrument and acknowledged to me that helshe/they executed the same in his/her/their capacity(ies), and that by his/her/their the sante in his/her/their capacity(ies). and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon signature(s)on the instrument, the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. behalf of which the individual(s)acted.executed the instrument. EViN B MORRISROE NOTARY PUALIC STATE OF NEW CORK NO.III M06017891 QUALIFIED IN SUFFOLK COUNTY—t-Z— COMMISSION EXPIRES DEC.2120__ AcKNOWLEDGMENTFORMFOR USE WITHINNEm,YORKSTaTEO.w.n. ,l CAW0IVLrDGMENTFORAIFORUSEOU7SIDENEW YORKSTdTEOmjP- /Neer Y"I*Subscribing Witness Arknrnrlutgrnrm Crntjirmrj low r fSlurr m,Farengn GrnrrHl Acknnlrlev(gmat!t CerdlirmrJ State of New York,County of )ss.: ..................................................)ss.: I L:,nnp/r6 Venne n•idt.Slate.Cutnun'.Prnrinre or Alrnrtr ipatth9 On the day of in the year before me.the undersigned,personally appeared Oil file day of in the year the subscribing witness to the foregoing instrument.with wham I ,un belure me.the undersigned.personally appeared personally acquainted,who.being by me duly sworn,did depose and personally known to me or proved to me on the basis of satisfactory say that he/she/they reside(s)in evidence to be die individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed (if the place of residence isin a cin•,include the street andstrert number, the same in histher/their capacity(ies).that by his/her/their signature(s) ifatry,thereof):that helshe/they knows) on the instrument,the individual(s).or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual to be the individual described in and who executed the foregoing made such appearance before the undersigned in the instrument;that said subscribing witness was present and sn%v said execute the same;and that said witness at the same time Subscribed (hese rt the tiny or other political subdivision and the state or counny or his/her/their name(s)as a witness thereto. other place the acknowledgment was taken). BARGAIN S SALE DEED WITH COVENANTS AGAINST GRANTOR'S ACTS TITLE NO. DISTRICT 1000 SEciON 111.00 Ronald T.Gallagher,as Successor Trustee BLOCK.05.00 LOT 007.002 TO COUNTY OR TOwN SUFFOLK Ellen Christina Riley,as Trustee of The RECORDEDATREQUESTOF Shannon Riley Trust Fidelity National Title Insurance Company RETURN BYMAIL TO FIDELITY NATIONAL TITLE Farrell Fritz,P.C. INSURANCE COMPANY 50 Station Road,Building One /NCORPPWED 19211 Water Mill,NY 11976 Fidelity W U ' LL LL 0 0 Z O 0 O U W rx LL O W m . . 7 fL (7 LL W U a N y W W W W tr NY 005-Bargain and Sate Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 4th day of September in the year 2020 BETWEEN RONALD T.GALLAGHER as successor Trustee of the Restated Marilyn A.Gallagher a/k/a Lynn Gallagher Revocable Living Trust 2950 Vanston Road,Cutchogue,NY 11935 party of the first part,and ELLEN CHRISTINA RILEY,as Trustee of The James P.Riley,Jr.2002 Family GST Trust residing at /3C Z-7q /v NY - lcjj?u— party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land.with the buildings and improvements thereon erected.situate,lying and being in the SEE SCHEDULE"A" ATTACHED HERETO. Being and intended to be the same premises as described in Deed dated 1/31/2001 and recorded 2/23/2001 in Liber 12103 Page 893. PREMISES KNOWN AS Vacant Land,Cutchogue,NY 11935. D: 1000 S: 111.00 B: 05.00 L:007.003 TOGETHER with all right,title and interest.if any,of the party of the first part of.in and to any streets and roads abutting the above-described premises to the center lines thereof:TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises:TO HAVE AND TO HOLD the premises herein granted unto the parry of the second part,the heirs or successors and assigns of the party of the second pail forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the parry of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be constnied as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: RONALDI.—GALLAGHER, as Successpr Trustee ,t.t New York Title Abstract Services,Inc. evw w.N e s•,,rYorkTi t1e.corn Title Number:NYTA-61244-S-20 Page 1 SCHEDULE A DESCRIPTION Amended 8/24/20 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the Town of Southold,Suffolk County,New York,known and designated as Lot No.313 on a certain map entitled"Amended Map A.,Nassau Point, and filed in the Office of the Clerk of the County of Suffolk on 8/16/1922,as Map No.156, said lot being more particularly bounded and described as follows: BEGINNING at a point on the southerly side of Old Cove Road,said point being distant 274.00 feet more or less from the extreme southwesterly end of the arc of a curve which connects the westerly side of Vanston Road and the southerly side of Old Cove Road,said point also being the division line between Lot 313 and Lot 312; RUNNING THENCE South 67 degrees 08 minutes 30 seconds East,270.93 feet to the westerly side of Vanston Road; THENCE along the westerly side of Vanston Road,South 21 degrees 27 minutes 50 seconds East,92.01 feet; THENCE North 88 degrees 01 minutes 50 seconds West,286.20 feet; THENCE North 31 degrees 10 minutes 00 seconds West,153.00 feet to the southerly side of Old Cove Road; THENCE along the southerly side of Old Cove Road,North 58 degrees 31 minutes 40 seconds East,96.01 feet to the point or place of BEGINNING. 1 c a USEAChWOWLEDGMENTFORMBELOWWITH)NNER'YORKS%a'J•F.CM11y.• USEAL'1vNONZEDGMENTFORMBELDIVH?THINNEN'YORkSTATEONLY. State of New York,County of Suffolk )ss.: State of New York,County of I ss.: On the 4 day of September in the year 2020 On the day of in the year before ate,the undersigned,ppersonallyy appeared before tile,the undersigned,personally appeared RONALD T.GALLAGHEK personally known to me or proved to me on the basis of s:nrsractory personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed In the evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that he/shehhey,executed the same in his/her/their capacity(ies), and that by his/lledtheir the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s).or the person upon sienature(s)on the instrument. the individual(s),or the person upon behalf of which individual(s)acted.executed the instr unenl. behalf of which the individual(s)acted.executed the instrument. KEVIN 0.MORRISROE NOTARY PUBLIC STATE OF NEVJ'IORK N0.01MO6017881 OUALIFIED IN SUFFOLK COUNTY -Z— COMMISSION COMMISSION EXPIRES DEC.2120__ ACXNOWLEDGMEN•FORMFORUSEWITHINNEwYORKSTiTEONLY: ACIOV0111LEDGMENTFORMFORUSE OUTSIDE NEINYORESTATEONLY.• /New York Subscribing Wimets Atknnmlrr(gnreu Crrlifirah'1 10w t0rnre or Foreign General Acbmwiedgmem Cenificnre) State of New York,County of )ss.: ..................................................ISS.: C",uuplrrr I4nn)c•mirh Starr.Connlr).Pnminer orMunicipalin 1 On the day of in the year before me.the undersigned,personally appeared On the day of in die year before nle.the undersigned,personally appeared the subscribing witness to the foregoing instrument with whom]am personally acquainted,who,being by me duly swom.did delxTse and personally known to me or proved to me on the basis of satisfactory say that helshe/they reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed (iftheplaceof'residenceisulacihtinchidethesn'eetnitd.ctr4,einumber. the same inhisther/theircapacity(ies).that byhisther/their signature(s) if any,thereof):that he/she/they know(s) on the instrument,the individualts).or the person upon behalf of which the individual(s)acted,executed the instrument.and that such individual to be the individual described in and who executed the roregoing maCle such appearance before the undersigned in the instrument:that said subscribing witness was present and saw.aid execute the same;and that said witness at the same time subscribed (Itmvitthe cin•orouterpoliticalsubdivision and the state orcountnlor his/her/their name(s)as a witness thereto. artier phare Lite acknowledgment was taken). BARGAIN&SALE DEED WITH COVENANTS AOAINSTGRANTOR'S AC75 TITLE NO. DISTRICT 1000 SECTION 111.00 Ronald T.Gallagher,as Successor Trustee BLOCK 05.00 of the Marilyn A.Gallagher Trust LOT 007.003 COUNTY OR TOWN SUFFOLK TO Ellen Christina Riley,as Trustee of The RECORDED ATREQUES TOF James P.Riley Jr.2002 Family GST Trust Fidelity National Title Insurance Company RETURN BY MAIL TO FIDELITY NATIONAL TITLE Farrell Fritz,P.C. INSLIRANCE COMPANY 50 Station Road,Building One INCOMPoxtTku)1928 Water Mill,NY 11976 Fidelity OyA ,- U-J—N-r ri Sunt LvJ mer A.mKrmin, W U IL LL O Z cc O R U W LL O W N 0 (7 LL W U 4 a N U! W Q W N W Q N= 1 FREDERICK p RDBERP WEBER ARCHrrECT OCT 29 2020Y L=' - z - w 0 Q �� or Z CID GO o W Z a o o z O \BASO AHENOOEO.311 AF rEI�TrH 1A NASSAU POINT CLUB PROPERTIES.INC. I-'+ S ECTIo,c (/] r.euu SIT ATE ✓' ffl /O• CUTCHOGUE O TOWN OF SOLE HOLD O. SUFFOLK COUNTY.NEW YORK ORAE:NG TITLE, L q q,q SC TAX Nn 1000-m-0a-,.] SITE PLAN 01 l N 6A i!q SURVEY INFORMATION: SHANNON RILEY RESIDENCE XnRNAX MFORMATION 9 COROIN LAND SDRV TOR ,pe qb y 3160 AU ROAD APPRU've�BY NABBAU PONT)POMT W Nlrr, '0.d c ✓ . l Inc WAIN N.A. ."El BO�OFIRUSTEES / McEPORT.NEW YORK CUTCHOGUe,NT W E 1 S BNRVEYED:A LT]3,]0]O O®1 OP aOUiNOLp 4{ M GARI,GE S AUGNBT 30.2030 A0D TOP DI O OF SOUTHOID Tx-rne I000-R-Oa-v O a 1 J ISTD AP!'EENT { 3rE Fzureot LI]EO U 4 °{1 W 01/a] 1 .,b 9TOR: S{ { OO ARCHI.CT, n �w 4 4 4 14<'I Nous n L �4e o'°n euv �{ =C� _S_ F.II EAS NO ..ER ROAD GREEN AWN.NY l,10 O [ E . NOrnc PATH e _ q - 319.69' "• LoxQ SITE INFORMATION: WATER naL.NY EMIL 1 Lr LOT ABPA-],.133011{ (TO TIE LINES) SEAL: �C T '.G ZONING a-10 0.000 TO 399NG SFT mm 5 O : Ip° s 4 YARDS(PRINCIPAL) sm°eNiOREL S' '� I,rov I D 2 9 EIDE IDOTHN 35' N­,SO' EIGHT IMAX N.35'.(2112)STORIES LOT COVERAG30L IMA- SITE PLAN NORTH EZISi NG H ONT I' =lO'-O• P PO CM: 18c SF ]O' EXISTING REAR CN EX STING REAR DECK: I'D 51 EXI5TING GARAGE/APARTMENT:¢ DATE:OCT 70,]0]0 COVERED. 18 5F BCALE: I' TMO 5HEO. .1.BP SOB NO:.]02001 101.1 ENE 5 C \/' EXISTMG LOT F C='R ETAn, i3 aP PROPOSED ADUTON:W 5. ORACMG NO. 'C4 �P PRO-OEEDD LOTECOVERAGE POOTA D.OL% 3B„BF Al OP A, W SURVEY OF LOT 317 AMENDED MAPA" OF NASSAU POINT CLUB PROPERTIES, INC. SECTION C FILE No. 156 FILED SEPTEMBER 16, 1922 SITUATE CUTCHOGUE o TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK (� o S.C. TAX No. 1000-111 -05-7.2 SCALE 1 "=20' i 0 JULY 22, 2020 , / AUGUST 30, 2020 ADD TOP OF BANK � r �rl / JJ a f a AREA = 29,433 sq. ft. (TO TIE LINES) 0.676 ac. r� + CERTIFIED T0: The Shannon Rile Trust under Clause THIRD of the James P. Riley, Jr. 2002 Family GST Trust New York Title Abstract Services, Inc. (Bridgehampton) g��J r AmTrust Title Insurance Company NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM Qo� o . o EXISTING ELEVATIONS ARE SHOWN THUS:AK.-x � 0.. O 9� oYE a 0�•0 .v •• "�"• OBJ a v ° 510NE 2 ?� 95- ,... o ° _ a WALE ° v ' a d a v c C ^✓� J a P a U 0 o 0 �!oO EOG ° ♦ C .c• .a• ••° _ �` r r• v .. .v vim. . 0� \v V �J'� <- .• �•.O . . �°.. '�' •a. a ♦ / / �c� OVER=� WIRES g p' 1 LAMP 2� WELL e c v• <.• / UNAUTHORIZED ALTERATION OR ADDITION \d� pOSTO a v, ♦ / TO THIS SURVEY IS A VIOLATION OF 3 J Ti GO •c Rg / / SECTION 7209 OF THE NEW YORK STATE MAN BLOCK EDUCATION LAW. L BEL 2 d STORY COPIES OF THIS SURVEY MAP NOT BEARING CU/ 0 OUT ONS THE LAND SURVEYOR'S N R�GV INKED 11.2 40 MP' �T EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A D TRUE Y. 00 P L o 23 2 Ao 13.9 26 3 oe� CERTIFICATIONIS INDICATED HEREON SHALL RUN 0 w nm NRY WADS ONLY TO THE PERSON FOR WHOM THE SURVEY JTHE D in A & 7 0 J TITLE COMPAIS NY, GOVERNMENTAL AGENAND ON HIS BEHALF CY AND I� Z OT 31 FRAME GARAGE a LENDING INSTITUTION LISTED HEREON, AND STORY TO THE ASSIGNEES OF THE LENDING INSTI- O =� 0 \\ w B. oo & APARTMENT TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �n W 00 2Z to A 6.3'0 15.7' z0 oOr v 1 (�•1 qm Mp f C, �� w 0 THE EXISTENCE OF RIGHTS OF WAY Al W A o P05T FRAME HOUSE A N � 2 STORY o = 40.3' AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. m FOUND CONC. cj� ]�t �cYfl c°) \ L X--' MON. 0.5'S. m' U0 MASONRY WALK ^2.7' J CONC. Wa O8N' �K_.�x " --- 1.3S- (no TIOTLEASURVEYS AS ESTABLISHED I do STEPS 15.T G _ 97.4' 4007 J �� 37,4' w ❑ �W SPAT RAIL FENCE — _ max— — �� — — 319.69 BY SUCHASSOUSE BY THE PNEW VYO KN STATE LAND oo a mo pJR COND� 0 z� p CONDRUNRS I> 035E �k--�� —p X�_ LOT 3>4 f z 0 c� UNIT 2, 254.55' Kik----x'� -rE OF / LO 316 FOUND t-1 _ Y CONC. MON. '07- t .r Nm �—+ „ W "t-s K.Y.S. Lic. No. 50467 �I ;\ ,o S 82°13 10 � °U� �� M M Nathan TaAft Cor 'n III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 40-165 APR 2 2 20212 B(JILDINV-;06pr. TrP0v7J,OF SOIJTHOLD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED k /ORKS FOR A SINGLE FAMILY RESIDENCE Date 4/21/2022 1-; S. Ref. No. R-21-1068 NOTE: WATER SERVICE t SANITARY The sew-age disposel and v.,ater -supply facilities at this location have been SYSTEM LOCATION BY OTHERS inspelcod and/or certified bythis Departmrit or other egcncics and found &AN 013ff NCN "Do NEu *FN 'vG* *H11 NX to be, satisfactory FOR A M&YIriAUM, OF 6 BEDROMAS. PIP HYDRO-ACTION 1 32' IT / HYDRO-ACTION 2 29' z HYDRO-ACTION 3 21, 141-6" CRAIG KNEPPER, RE., CHIEF 0 0 LEACH POOL 1 25' 18' 01`111CC Cf VV@StCvqatC'T Managemont11 I— C/ OR 1 49, 48, DR 2 43' 20 z DR 3 28, 23, DR 4 IV 12' 1p9orLOT 311 DR 5 1 -1 22' _261___T f AMENDED MAP A" OF DR 4 7— 39T18' oNASSAU POINT CLUB PROPERTIES, INC. Pr r SECTION C Tre Drain FILE No. 154 FILED AUGUST It.. 1922 00 SITUATE NNASSAU POINT WATER VALVE TOWN OF SOUTHOLD i6. SUFFOLK COUNTY, NEW YORK .......... 0 S.C. TAX No. 1000-111-06-1.2 10`4 High 10' UOE IV High Dow 0. SCDHS REF # R-21-1048 'DEEDED' DRIVEWAY ELLEN C. RILEY, OWNER Existing BUFFER 10'0 x ITO DRIVEWAY :2950 VANSTON ROAD Cedar t V Low Dow LAUJIN CUTCHOGUE, NY 11935 DR 12 05,00 Belgw Block SURVEY INFORMATION: TWIN FORKS LAND SURVEYING IV a Curb/Perimeter laO x ITD IR Pavers a/ H%h Dow 188 W. MONTAUK HGWY., UNIT E3 ............R. .... .. Pror HAMPTON BAYS. NEW YORK Gravel WALK B, I Ret" ITSteps SURVEYED: AUGUST 8. 2020 .. .... .............. Wall Concrete xyl 0 C3 12, Bulkhead Ig ELEVATIONS REFER TO NAVD 1'988 to Remain Uj Maw% Step w/ Dome 0 01 LACK PROPOSED-....,/W :zi 04 7 x METES I BOUNDS ARE AS PER L.12103 P.891 2/23/2001 0 PATIO LP 11 (At Grade) :Q fEWb-1 RT APRON -BM 210 ..........................Q TW 21.6 ............. FLOOD ZONE BOUNDARIES HEREON ARE AS DEPICTED ON THE O AQasanr MA 4,0 x 0 F.E.M.A. FLOOD INSURANCE MAP RAI SM9 PATIO MAP NO. 34103CO144 H -EFFECTIVE SEPTEMBER 26, 2009 M I? -R .0a/PAR IAL 2-5TORY +22.1 GL FAIIIIII. ROOF SIN U) DWELUING CO 9N AR LOT AREA 29,152 sq. ft. "It LA 0- (TO TIE LINES) 0-1-83 ac. F I-STORY I LOT 311 • f FF E <ne .1 4 .5. - U) 0 N IF EL Hg dro e Co GA +21.9 w cz T 22 6.0 . I AN-i00 I/A ....... ......... .......... ... Ly CO bid ................... Gravel Bed/Steel Edge LAIJIN 115� — E)a"g Propoeed 84 x B'D Concrete Gravel Bed Gravel M Patio Bulkhead I T to Remain Steps Masan Retaruq Wall 1 ro, III,o LeJ mimut, s 82o 31 on w 318.00 'DEEDED' IIJIDTH NATIVE NON-TURF PLANTINGS FER LOT 314 LOT 311 " AS BUILT' NORTH FREDERICK WEBER, ARCHITECT SITE PLAN 41 EAST MAPLE ROAD GREENLAWN. NY 11140 1" = 20'-0" (.31 fweberarchitectEDgahoo.com 'Q ' -- J�. % I.. 1, MARCH 14, 2022 Revised Water Line Location: APRIL 4, 2022 , f� I I ..............., 1 FREDERICK ROBERT WEBER ARCHITECT W . WW 0 < W w G o W o � o � - � O ok � 01 LOT 317 AMENDED MAP A" OF NASSAU POINT CLUB PROPERTIES, INC. tS SECTION C FILE No. 156 FILED 5EPTEMBER I6. 1922 0o- � SITUATE O' CUTCHOGUE O TOWN OF SOUTHOLD ° 0' SUFFOLK COUNTY, NEW YORK DRAWING TITLE: S.C. TAX No. 1000-III-05-1.2 SITE PLAN Q{i � WALL rd•�[-�_x � � •M-L ALV � grO eOpD ' G `0 µEOE' �f JOB: b SURVEY INFORMATION: SHANNON RILEY ,�' B � ~ POST ,� �� RESIDENCE SURVEY INFORMATION: 0 Zb °TORY NATHAN CORWIN, LAND SURVEYOR 2950 VANSTON ROAD jdL N �0 � � o or qtT TYP _ o K'K`K �`� 1586 MAIN ROAD (NASSAU POINT) `' � P� �--"-r -�;- ?k „,,w° "rte u,. ��°'� JAMESPORT, NEW YORK CUTCHOGUE, NY ` O , MRK SURVEYED: JULY 22, 2020 TOW OF SOUTHOLD Lu JdL _4M p>�Y FRAME GARAGES S'� AUGUST 30, 2020 ADD TOP OF BANK APPROVED BY SCT u 1000-III-05-1.2 O O . s ; _ �° "T APARTMENT BOARD OF TRUSTEES -- Q) ~ i TI Cs= z^ *O AR HITECT: 0 2 a IS _� goo' a 1/3 ` " EXST R = ,3, v �., cry § O, TOWN OF SOUTH' i 1 :.•... 170 cA W LAMP ,, AM ➢ p W n Y Wnuc "°° o'"1 HOLT m oR'( :::: ' j*pp05ED Z ,p3. FREDERICK R. WEBER DA p6�6�bE1221,Zo2D 41 EAST MAPLE ROAD V NLAWN, NY 11140 Y �1 _ •aTePa f .D 70 Q {-9TN "W \ 0 , i ►ourm cored t O ° cows V LL ;• ° MOK os s. 1 oxw , -5�-NYAC PATH 10V, nr - ---------------------------- o K.T Y �q.�O� W A T R MILL, NY 11914 3 SITE. INFORMATION: -t L' i RML ' -" - ----------------- ------ ,� uwT � I enn TEL L31 154-5555 _-------- -- ^ r ❑ s ° 314 L07 I' ' ��'� ��'° overt LOT AREA = 29, 133 sq. ft. fweberarchltecteyahoo.com LuM (TO TIE LINES) 0.616 ac. e (� O qa 9 SEAL: �/ ay LOT 3„ ZONING: R-40 (NON-CONFORMING LOT M M � � 4 20.000 TO 39,999 SF) ------ y r O YARDS: (PRINCIPAL) > ) O„ Z 5 8�0 13FRONT SDEONE) : 15' 1 SIDE (BOTH).- 35' n0V REAR: 50' �. HEICir4T (MAX.): 35', (2 1/2) STORIES LOT COVERAGE: 20% (MAX.) 85 SITE FD 1,,,_ AN NORTH SF lee = 20'-0" EX15TING FRONT PORCH:EXISTING HOUSE: 1186 SF EXISTING REAR PORCH: 156 SF REV.: EXISTING REAR DECK: 190 SF EX15TING GAR AGE/APARTMENT: 1191 SF DATE: OCT 28, 2020 EXISTING COVERED: 1,48 SF SCALE: I` - 20' EXISTING SHED: 118 SF TOTAL EXISTING, SQUARE FOOTAGE: 3139 SF JOB NO: w202004 EXISTING LOT COVERAGE: 12.68 90 PROPOSED ADDIITION: 110 SF DRAWING NO. TOTAL PROPG)SED SQUARE FOOTAGE: 384 SF PROPOSED LOT COVERAGE: 13.06 % Al OF Al FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' OC CONCRETE STORM WATER POLLUTION PREVENTION DRIVEN 16" MIN. INTO COVER OR LOT 31�f FREDERICK GRADE, EMBED FILTER TRAFFIC C.I. GRATE AMENDED MAP A" OF ROBERT CONSTRUCTION PHASING: CLOTH 6" INTO GROUND BEARING NASSAU POINT CLUB PROPERTIES, INC. WEBER SLAB PRECAST ASPHALT CONCRETE SECTION C I- INSTALL HAY BALE/SIL' FENCE. C 2- CONSTRUCT NEW PORCHES, TERRACES, PATIOS, ETC. Top Coat BEARING 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM �. Base GRATE 6„� CHIMNEY FILE No. 156 FILED AUGUST I6, 1922 FLOW C) z ;r PIPE TRENCH DRAINAGE SITUATE _ ARCHITECT 4- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. n E ;r oa DRAIN TO PIPE SLOPE DRAINAGE RING I NASS�\U POINT °s,=It•,' = • � SLY" INSPECT HAY BALE/ SILT FENCE WEEKLY z STONE I ENCLOSE POOL TO CODE BLEND i TYPICAL LU 1 TOWN OF SOUTHOLD :- UPON COMPLETION BUILDABLE SITE AREA: 2°!,152 SF, LAND DISTURBANCE: 10,000 SF ':BEFORE."WATER" ' DRAINAGE < i SUFFOLK COUNTY, NEW YORK EXISTING CONDITIONS: SITE IS MOSTLY CLEARED IN AREA OF CONSTRUCTION t CROSS SECTION CROSS SECTION RING I I > I S.C. TAX No. 1000-III-05-1.2 DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR SILT FENCE DETAIL TRENCH DRAIN t5 DRIVEWAY i 1 SANITARY SYSTEM IF REQUIRED, BUT EXPECT EXCESS FILL FROM SANITARY SYSTEMS AND DRAINAGE STRUCTURE WILL BE REMOVED. I 1 CONSTRUCTION ENTRANCE: AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. I I, 8 -O � j � 2' CLEAN SAND t ��► I Q REMOVE TOPSOIL OVER PROPOSED PORCH ADDITIONS, SANITARY SYSTEM, BOUND HAY BALE L----- GRAVEL FILL--------- FILTER ______-- t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. FILTER CLOTH AGAINST PLACED ON CONTOUR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES TYPICAL SECTION DRAINAGE RING O DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY EXCAVATION/FIL1. GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE I---) CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID _ Jj z EXCAVATION FOR SANITARY t DRYWELLS = 100 CY BALE �t T� I SCREEN PORCH = 50 CY GO O v 1 BACKFILL FOR RAISED PATIOS, TERRACE S FLOW (0 , , „ �., O z SLOPE _ .. .o - 0 Z SITE DRAINAGE: V v V �p �' Ni°�F•� c O ER 0 CROSS SECTION FACE VIEW VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) HAY BALE t SILT FENCE DETAILS �a h R SURVEY INFORMATION: � DR# AREA M q � #I PARTIAL HOUSE, REAR 996 sf (Partial House) + 611 sf (Rear Porches, (1) 8' Dia. x 8' Deep w/ 338 c:f JJ,e , SURVEY INFORMATION: I-I--I PORCHES, PATIO t SPA Patio, Spa) = 1613 sf x .161 = 219 cf Traffic Bearing Slab V�" _ / ,�'� •y � Propo e' TWIN FORKS LAND SURVEYING PARTIAL HOUSE, FRONT 1516 sf (Patio/Walk) + 103 sf (Front Porch) + (1) 8' Dia. x 10' Dee w/ / / p Tr e Drain 188 W. MONTAUK HGWY., UNIT E3 tx2 PORCH, PATIO, WALK 858 sf (Partial House) = 2411 sf x .10 = 414 c Traffic Bearing Slab p 422'5 cf e 0 /-% / HAMPTON BAYS, NEW YORK tt3 #4 DRIVEWAY, GARAGE. 2881 sf (Driveway) + 1161 sf (Garage/Cottage) (2) 8' Dia. x 10' Deep w/ 845 cf ° • / / �- SURVEYED: AUGUST 8, 2020 N ELEVATIONS REFER TO NAVD 1988 COTTAGE, PATIO + 184 sf (Patio) = 4238 sf x .161 = 108 cf Traffic Bearing Slabs ba � r' • / // !%� / �DmveuayEwsting/ METES t BOUNDS ARE AS PER L.12103 P.891 2/23/2001 l o`°,, SN�D ---y� // ;'� /l FLOOD ZONE BOUNDARIES HEREON ARE AS DEPICTED ON THE House, Garage/Cottage and Porch Roofs to have Gutters t Leaders -�� I m -% . \�� _ /� I ��'r \'� '' F.E.M.A. FLOOD INSURANCE MAP Connected to Underground Drainage Structures (Tgp.) MAP NO. B4103CO164 H. -EFFECTIVE SEPTEMBER 25, 2009 8'0 Ring: 42.25 cf/Ft of Height __ 10' WIDE / I N / 'DEEDED' +' NON-TURF - � •fiea. \ / Basin Existing BUFFER i ,.ape � Propos d Ma eery Retaining Wall _ PROPOSED 01,/ / Remove Existing SITE INFORMATION: I Cedant / , `\0.� - ,'% r =CStch �Promosed --LAWNS - J nl DRIV W�4�/'� � Dnveway ,i N v % ,••` Landscape n EL `L\ / g / , \ r, K �`. Ei+2 �= _-Basin- "Lan ape --- Landscape' 'l I y'6w-q J �Cateh ,' / I / � / 'll ,,,•,,,.,i / �e�•::::::::::::: pRop 9roaverm! Vegetatt6n Landscape - I \ Basin / i / u eeapaaeeee O °' J LOT AREA = 29,152 sq. ft. 12�St i o ' E J :::: k'.::::.. 'wave;.:: Border ;DW-2 I Reeove y' / r / �1 g to :::::::.::. ::::::: ::::..::...... ., Q TW U. r..::;:::y:;:: ':•::::t:: :::: ' iosE :Pa!i p Exist. Patio I e (TO TIE LINES) 0.683 ac. N 1 : '.:.....;;;..;;: ::::�::�� :�:� �:�:�•::::•::•::•:;.'l'y7:;;•i:•::.:•:i::•.::. •:.:•:::::•::•::•:::;`::�:;t'"(� :� (210 SFt'�`-=^ � h ' al / / / / / ... ...::... ..E,...:•;:•::::::..... _ _ - � �_- / , Pr Deed ,^m. -.;::;:/.t: ' ::`:.R.. .. . ..................'::.... PROPOSep / ALK , - q / asonr Existing Tree / / I / \ ) , S pp s PROPOSED W 7iR 11MIM 7!# ... 91-'4•\ , t �J t y� PATIO / Steps (3gl'SF)' EI.25.4 / II\DW-3 J It p,/ staining to main lTyp.> DRAWING TITLE: E(nstiri' "` \ rR` / ZONING: R-'l0 (NON-CONFORMING LOT CA g «`:::::::::I:: .` : .::.:.::..:.:..::::.`` (EzHOise to �... .. (At Grad L'� uCloncrete Bulkhead w Pr >FlN1UI' i r ose r os T' i \l 25 SF)� :', 'F' Proposed ���_�< M 'Wall I i I '-- 20.000 TO 39,999 SF) ��� r z ;ttt<:. ., -�.......F;:'.;:::::. / oonrg oP \ t I.., ' t:xP Landscape a; / 1 \ i r I I joo Pope w :•.:.f : :: ... - 9..,. Masonr St r a srA tone ,to Remain O :...... . :::.11rx '. / �� Ci o \ I `,, Vegeta ien i ,x \ ( I Lr r >:::;::. o��u / 24 sr� 9g t - - _ _ --- -- I I ' I SITE PLAN ........... NEW t: . c ' + a to T __ -- YARDS: (PRINCIPAL) e cr 83'� :i: :`•.:: :.:.•.: ::::•: / (U)"'•• LAWN (i = + I I I 1 FRONT 4O' o :. `:' ; ;"r_:'s. ! •. �r sed r : ROF�O�ED Bw to I / DATA _*' p ;„ty &. x/Deck to a line): 'E h ' NEW 0 Out PATIO r /aise / MASONRY APR01� TW 9.5 1 I /I" I 1 TEST HOLE D)r"'t T A J b`�. :::.:.:� :'�:':... ;�s< Esa n..s � _ � ,LAWN w \ I 'l t �! -�'. -. 1 I SIDE (ONE): 15' _ q ao d M OVE AE';<:TIAL ;� Kito n x I Propo__ - i \ , ?At-..r r :i" st r I SIDE (BOTH): 35 Ea s I >;. t La - TER CE ;REPLAC GI F)I \ L_ Landsca `. 1 di �1` P (18A-S I McDonald GeoServices O r1. I = ,.. :;;.:1:;.:; dy f13'L8F C ' LP1 / \Sce s \ ° _ '``` ''` ' _ r qia ravel_ ROP ED EXI TING �ND �iCa4�i 1 Vegetate / \ p \ , 1 I 1 1 REAR: 50 O I M �. _ e p e, / AISE PATIO FL OR -CK) r'� C 1 Re ve January, 21, 2021 O rrI O Existing 1 ••: ,:. �\ e m/ r EI+22° 'IBaE r, EI+21.4 \ 1 '( _ Wood S{e s �4y` e� Ed /PAR IAL ":�d�..{�.,. ` : / Garag \ \ EL 21' (+/-) C z- (ReSurfdce 55 SF) ��' F g i 00F places dXIST NG --' _�/ Propose "Porch' \� \� 1 1 1 \ 1`rW HEIGHT (MAX.): 35', (2 I/2) STORIES l h N ,,, r f J _� er/ er De )R_ST .RY , ,-- I Landscap V I I \\ ` 1 'UO (MAX.) 0, U W / Q� 1 i _ 1ST( 1 1 \ LOT COVERAGE: 20% 0 Af o / �z 16'-O" :: 1 S ) SINGL : FAM( Y i /� Veg'etatr Cs I I/ \ 1 1 OTT t P \ LOT 311 1 Y ti (Screen ch to Tie Lind .:r '''' Y'::::;.: I I t22. „ I/A OWTSI i ! \ Brown Silty ,t � tiW ryo / z w _ i I 61'-1" c::::::.::..... .:: •• .. xis r -- - DWEL 1NG.•••••••••• ' �d0 Gal. \ 1 t Sand SM 44 :: - 10' o'I TREATME T ' I FF E + 5' + IPr ane 2 O = / (Bpd to Tle Llne) ;-. ::::::::._: dP05 I-STORY t O 110'- 1 1 1 \ GA +21.9 II ITa JOB: / TW 9.1 ;t> .:.:: l:`;:::.`;i•` 1• , S EN FF E:L + .3 I Blbw r I p TANK ix 1 ► \ \ \ 2 / w uVi .........: PROPOS 4� S , 1 LIJ iG r O BW 5.0 - 5 ; 4., y Proposed i '0 II 1 1 \ .......... ............. ............... V �7 p / �.L3..................... .. .•.•.•.. lK. lU.... . s a E m i �Ckmt o \ \ \ lEx/House to Tie Cine is :`i:".`: RAI D S NE c r" i \ I w Q /orl"oet ?"'` ::> . a;:::::;: •':.'••': TE RACE ,_ l . _ �'an ; , Hole-' ___=f�ravel3t*d/Steel Edge \\ \\ \\ S H r4 N N O N RILEY 0 m 2 4i E,15t,n ...........L:r !.' (1100 56\ Ewstmg�,f ee 3 ® He Cellar], ace ® �i' Prop ----- -- --' /l I "..... to fib-Ra Gravel Bed/Steel Ed Gravel @ed a, --_-- / g ........... z: ;::::;: "� / I PORCHES/PA IOS :•: n / Property Lme I • \ :12 ---' - -----r ----------f--- i ----- • /� � • / Garage • Pale Brown r ? / �utkhead TW ° ;. :;.;;.:;.;;! I LAWN i DW-I j � LA IN Steps o I Fine Sand q / /to Remain �� s«i .;...;. {.: ::::' + I Pr dtLandscn - --- -- - / OA ____ , \ 1 ANSTON ROAD SP °p°x 4J ^ Proposed !�ysonry(�etamm Wall J \ / ,e ...:....... , 1. \/e etatloa� i Je„ssees,se Liea,"s4a,unnuueununueire(edeue e"s,eueea,en•- "--J (NASSAU POINT) o. 4T'FENCE \3�� r/ I CIITCHOGUE, NY ,e I I STOWN CTM#O SO1000-111-05-1.2L fl, ' WIDE 8' MINIMUM S 82° 13 10 LU o \tiA) `,�,�� 11 M i I . / NON-BUFFER PLANTINGS DEEDED WIDTH VE I LOT 316 1,Ip7 31q LOT COVERAGE: 11, No Water / o / ARCHITECT: EXISTING Encountered / APPROX. LOCATION // EXISTING HOUSE: 1854 SF FREDERICK, R. WEBER / OF EXISTING SANITARY NORTH EXISTING FRONT PORCH: j I SYSTEM (Existing Pipes / SITE H 103 SF 41 EAST MAPLE ,ROAD / Head Toward This Location) / EXISTING REAR PORCH: 0 SF GREENLAWN. NY'.1140 EXISTING REAR DECK: 190 SF I / 52 NOYAC PATH / I" = 201-0" EXISTING GARAGE/COTTAGE: 1.48 SF WATER MILL, NY 11911. EXISTING COVERED: 148 SF I � I / EXISTING SHED: 118 SF TEL 1.31 154-5555 Fweberarchitectayahoo.com / TOTAL EXISTING SQUARE FOOTAGE: 31% SF / SYSTEM GRADE CONCRETE EXISTING LOT COVERAGE: 12.16 / APARTMENT ALARM LI.E / GRADE RISER TO EI +26.0' COVER SEAL: v FIN. FL. ALARM EL +26.0' GRADE . .,r { EL +21.5' I' MIN. t T MAX, PROPOSED ��`�� R• HOUSE CONCRETE FIN. FL. CHIMIiEY DEPTH 1 EXISTING HOUSE: 1854 SF o• r< I PROP05ED 5ANITARY SYSTEM EL +23.3' EXISTING FRONT PORCH: 103 SF ---------- 4"0 APPROVED CONCRETE EXISTING GARAGE/COTTAGE: 1161 SF DOME PUMP OUT AND ABANDON EXISTING SANITARY SYSTEM PIPE, 1/4" PER FT. 18" MANHO E I " MANHOLE 24" MANHOLE EXISTING SHED: 118 SF 4"� APPROVED (LOCATED ON WATER SIDE OF EXISTING HOUSE) PER MIN. PITCH � PIPE I/8" PER FT. PROPOSED REAR PORCH: 115 SF ',� •��6� SUFFOLK COUNTY HEALTH DEPARTMENT STANDARDS --------- l -4 1 6 MIN. PITCH _ I PROPOSED RAISED PATIO: 141 SF . � r INV RT PROVIDE PROPOSED SCREEN PORCH: 161 SF PROVIDE AND INSTALL NEW I/A OWTS PER SCDHS STANDARDS at HOUSE CLEAN OUT 1tlVE 0. ' INVERT 1 PROPOSED SPA/TERRACE: 200 SF FOR (5-6) BEDROOM HOUSE EL +21.0 a HOUSE m EL +20' ' INVERT I 6'-5" I EI +19.15' O I TOTAL PROPOSED SQUARE FOOTAGE: 3991 SF NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING 5'_2" 4 -11 I/ " m I I PROPOSED LOT COVERAGE: 13.41 100 GPD HYDRAULIC FLOW (660 GPD REQUIRED) m ® 4'-11 1/2" 1 NEW 400 S.F. SIDEWALL AREA OF LEACHING POOL I i MAY 4. 2021 (1) POOL, 10' 0 x 13'-0"' DEEP) I I REV.: MARCH 12. 2021 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. ;, j I NOTE: NEW LEACHING 0 i DATE:, FEB 2, 2021 I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER BED OF "FUJI-CLEAN" CEN-1 13' MIN. POOL 1.400 SF i I LEACHING POOL GREATER THAN 100' FROM SURFACE WATER STONE TREATMENT TANK 'COLLAR SIDEWALL AREA) I SCALE: In = 20' r I/A OWTS TANK t LEACHING POOL GREATER THAN 10' FROM STRUCTURES I I JOB NO: w202001. I/A OWTS TANK t LEACHING POOL GREATER THAN 5' FROM PROPERTY LINE T-1111 J 10'-O" DRAWING SCHEDULE IF_ I - I DRAWING NO. I O I DESCRIPTION I � I in I Al SITE PLAN I I t A2 IST FLOOR PLAN I A3 2ND FLOOR PLANA I I I 1 1 A4 ELEVATIONS 3' (MIN.) TO HIGH ----_ SEASONAL GROUNDWATER I OF A4 -----------------------J C A6 23'_4" 4'-l" 8" FREDERICK ROBERT `. :•1�o '�..}}eew_�iunr:��ue;'•.: •' l da4lon' .I'I WEBER 1 I q, • III •' •. .. . I 1 Hearth Above 8 2" 8" ARCHITECT S nitary IILL===_-__---==_=III I ll T ea(s 9" IIF- (3) 6' LVL Hdr. Ili r _ _ o III III I Up (13 R I I n1 nl - - - - - - -IIS - - - - - - - - - - -� - - 1 - - - - - - -4u- - - - - - - - - - - -Ilf - - I III III IIII L- UI =�----IIII 1 IIII IIII v � MIII III 5R IIII 1 > III a 5 > III = > IIII � IIIL ____Jill 1 -I III , � � III ---� l 111 ° > III= ____ 911 $1 nl 22'-0" III lnl nl l ) 2x6 F.J.ItI 81.. 1 cnIIIQ'� ch III M ylll rn� 111 IIII I V " n l� °' y n l nl I� n1 111 1 IlQj li x , III ylll �' III X X III I Ilw III 111 X ci U-) 111 X111 III - III r- ll�- � = III IIII I Existing (31) 2x8 GirOer u/ New 11(2) T' L�L I I III Ill I YO4'°` A6 .—.—.—.I .—.-1—. �. — �.—.IIS. —.amu I �- �- I BASEMENT L_�I _J I New 3 1/2"0 Steel I V 1 Pipe Column on 8'r4.. 811. v 1 " 30"x30"xl5' P. Conc. ,j - w I o > �,, > nl Ftg. w/ (3) #5 Bars -1 1 Al 1 - - - - - - - - _ > lit Both Ways - - - - - - - - =9 1 00 - III rn� a I Al A6 I �� 1 III LL- a`, I LL- I c<1 III X X I A 6 LL1 cv cn I I W� � IQ III I I r-- ,, r B I I r_LI I --- III I w 1 - - - - - - - - - - - A6 — — — —'— _I_ _J __ —'— — — - 1.4 I I I I L_ _J L I -J BATH ' _ Sewa - F-�--I E Ject r 4" 4'-41" 4" C-4"L�14- P D R = ---------------... a 1/2' -- �..i Existing Exi ting O ---------- --___ - _ _ __ _ _ _ _ _ - -�Jl- 2x6 F.J., 18" oc- 2x6 F.J., 18" oc vi " _ 2>6 F.J., 18 oc `- 6'-8W D L z `- ;� _ F—I 1 I - - - -- \ 1 1 I Above "0 Steel Point Load, _ Ln �: : xisting 1 �, .�. . �. 4'ipe Column - I . I Egress 1 I ReinForce Found. X . r--- -X: :-- I I 1 1 Wall w/ P. Conc. `" v :�: Existing 1 I 14-' ' I O 1 I I endow1. Pip Ste I I I �_I: I Existing I I I Pier, F111 Conc. BI. p BASEMENT I 1 Solid ;1 '�' � Pipe Coumn... I I `r I 9'-10`.": (34"x 3 I') 1 1 : : 1 I V 1 Conc. Slab LLJ J I II _ _ _ _ J �, . . " 6 -4 Top of - - - - J New Existing x :�: New 3 12 Stee� Slab to Underside Cal CRAWL SPACE o _ _ _ _ _ _ 36 x36" 16"1 Pn Conc. of 2x6 F.J. `r 1 1 I Ftg. w/ (3) #5 Bars I Exist ng _L^ -� I I I Both Was an/ Chim ey 2'-4" 4'-10" 3'-10" 5'-8" I'-4"i 31-4 8 8 5 -8 i i oil DRAWING TITLE: Exist n l l (4) 2 6 Girder I Existing Pipe Column -'� FOUNDATION Pant Lpad 1 1 1 I New 13 1/ "$�tl. 1� -'L-J (30"x 30") Above I -Prpe' Colu n"on '- EI ctric 130'x30 16 P. Conc. I; Panel 0 0 L - - - - - - - - - - - - - - - - i Ftg. w/ ( ) 45 arsCA 1 f Both Way 6'-6" 9'-10" 00 xi ting Existing BASEMENT ��DD 22 1 2x6 F.J., 18' cc ( 2x6 F.J., 18" oc LL i~ L L 1 c� W X 9'-8" L'X N gl_411 91_011 1 I T-011 r --- - - - - - - - - - - - r L - - - - - - - - - - - - - - - - JOB: r----, r 13 3/4"x 5 3/4" Girder "Sister" w/i (2) LVL i i r i i 1� i SHANNON RILEY —.—. —.—. —.� - —.—.—.—.—.—. —.I—. —.—.—.—. .�—.I—. —. T.�-I-J IN, I I I r 1 �� PATIO/PORCH 1 I Ne 2950 VANSTON ROAD New 3 1/2"0 Steel 1 I - I Pr pane (NASSAU POINT) Pie Column onBoi er 0 o P 30"x30'xl5" P. Conc. 1 I _ 1. 1 CUTCHOGUE, NY 00 � °D Ftg. w/ (3) 45 Bars = 00 - °° o 1 Both Ways -'� I 11 I6- Manifold TOWN OF SOUTHOLD a'i `- S' LL f SLI �� Existing SCTM 1000-111-05-1.2 2x6 F,J., 18" oc W l w C4 w v I LU�+ i. ter ARCHITECT: Heater FREDERICK R. WEBER ON 41 EAST MAPLE ROAD GREENLAWN. NY 11140 Pin New Found. Wall 4" Masonry Ledge t Support Slab Edge • to Existing Found. all I ' iii Remove xisting Existing 52 NOYAC PATH w/ (3) #5 Bars (T p.) I IIS Deck/Po ch Above CRAWL SPACE " WATER MILL, NY 11914 I '• II " " " " Bottom 24 of Column I '•• II � IVAV Pi r to 3/4 x9 x9 Base R i I Support Ratio w/ (4) 3/4"xl2" d 1 Pin New Found. Wall t Plate to be Metalized pp ' to Existing Found. Wall " " fwebera c31t ctm ahoo.5om •. •• Ii \` � � Above l yp.) Adhesive Anchor Bolts ��. : y y I w/ (3) #5 Bars (Typ.) I° 1" �� (4) 3/4 x12 Adhesive -� 8' 1 '-0" `� 6'-0" I'-4" 5' g" I'-4" 6'-0" , /11 t I Anchor Bolt, 9 Min. 1 - Weld - —� Embedment L---, o....... _ SEAL- - - - - M - - - - - - - - - - - - - - - 1 I I I I " 1 = -F=====__-:�-- -� _____ _-__ _ _ - 1 1 1 3/8 " 3/4"x9"x9" - ��: r r -F------- -'_-- =.-. ----- ---- ----------� I- 1 I '' I r o .o . Steel fE B I : ,• - New Screen f 1 , I New Steel New Steel I Porch Above - , R• �' `c� ., A4 I Column Above Column Above UNEXC VATED 1 - I 1 j I UNEXCAVATED I I 1 :R I STEEL COLUMN LL 3/4"x "x9" Base 2' 01 8" 1 21' 0" e, II'_8" I 8 1. - _ BASE PLATE r I 1 w/ (4 3/4"x12" P ______ 4" P. Conc. Slab I 1 I - 1:.. Adhesi e Anchor Bolts \ r `" w/ 6"X0 10/10 j �� 4" PN Conc. Slab 3/4" = 1'-0" �� J I WWF R inf. (Above) 1 1 w/ 6x6 10/10 ,,�, WWF Reinf. (Above) L_. __________ ___________________� I I I I I < i,\ ` `` 1 - -. - -s - - r r .... --•_,T .-- ::, I Post Anchor- I I - L_--- ----- ------------=fi f=----- 1 "Simpson" MPB44Z I 1 KEY: --- - - - - - - - - - - - - - - - - - - - - - 5'-6° ----- _ _ _ _ _ _ L 8 L _ _ 5_� _ J 81' II'-8" 18 '. . 1 Existing Foundation Wall APR 4, 2021 8" P. Conc. Found. I •. __________ I MAR 30, 2021 1 I ---- I REV.: FEB 2. 2021 Wall wd (2) #5 Bars I I Existing Foundation Removed Top I Bot. on I - ------ :. , 1 I �1 _ 8" P. C nc. Found. DATE: SEPT 30, 2020 IV 20"xl0" Cont. P. Conc. L_______________ __Ftg. w,/ (3) #5 Bars I 1 I ' ' Wall w/ 2) 45 Bars New Foundation Wall o (Footing to be 3'-0" I I C UNEX AVATED o 1 Top t Sot. on SCALE: 1/4" 1'-0' o Below Grade (Min.) 1 1 A6 _� I 1 20"x10" Cont. P. Conc. Ftg. w/ (3) 45 Bars JOB NO: w202004 I I 1 1 (Footingg to be 3'-0" Below G ade (Min.) ';" DRAWING NO. I I Cr I I 4" P. Conc. Slab `V I I w/ 6"x4" 10/10 I I WWF Relnf. (Above) I I 2'-0" 1'-0" � T-0" 1 -- I FOUNDATION PLAN A2 � I 1 � I i 1 - •• I 1Y -------------------- --------- ---------- T-0" II'-o" �I'- OF Al 19'_0" C A6 4., 22'-8, 11_41, 2,_0, II 5,_8„ II„ 2'-0.. WINDOW SCHEDULE 11' 2" FREDERICK $ ROBERT Unit Model 4 R.O. Area E rem WEBER NewOpng 9 Fireplace — 36"X34" 1 ® ADH3250 3'-2"x 5'-0" Yes C14 TV Above © ADH21050 2'-10"x 5'-0" No ARCHITECT 'HearthStone i © APW8050 8'-0"x 5'-0" No ------------- == ___+=-t=_ _---__ ==s �- - - - - _ - O tr 1 `r y � "- D APW4050 4'-0"x 5'-0" No ti W/D Dn O L _�_ _ _ _ _ _ � _= J II l 8" O ADH2650 2'-6"x 5'-0" No I Recon ig red w (Existing I Remove Exiisting 32" Png) Tie Be ms (Typ.) I Kitchen Ca4rots LAUNDRY 1- iii O ADH1834 1'-8"x 31-4" No r l ---------�-- ---------#------ Ironin - ------------ --------- ---- .! 6 ------ Boar i� i_J G AAN2020 2'-0"x 2'-0" No ,4 N O Reconfigured mI �i l I i^i w 1 y 1 l 11 Remove A HO ADH2164O 2'-10"x 4'-O" No L�, A6 �- SITTING °G I`� L - - - y i ill Existing _ _ = A6 '-" u, I i Doors t JO ADH2440 2'-4"x 4'-0" No H---# Walls „' `" ___--__=L1== - ''nn _ - - - - V1 F - ` 30 ii O ADH2O40 2'-O"x 4'-0" No rte, F-�-I I � O O _J i y 1 1 .� \\ Existing ' y I 1 - Sink AC O ADH1830 1'-8"x 3'-0" No AI Door Opn `- 9 -8 4„ 61, _6„ i, 3'-0'i 4" 28 - _ = 4' Al A6 L---- 4' A6 0 ADH1844 I'-8"x 4'-4" (Cottage) No ac,�/_/ i C ATS `\ (D"' NO APW2654 T-6"x 5'-4" NoB � Drop Beam �� iv `\\ 2 -10" 4" ZN 3'-8" i 4" (Exist. Opng.) w ------� -/,,i 3 „ = © ADH208 T-6"x 3'-8" No 1.4 30 o H �,, �, 5'-0"O " 10'-4" \� k\J 2� 0 " I AC `~ ® AAN1818 1'-8"x I,-8" No 4 4 0 0 4 _ (Revise Opng.) ADH21048 2'-10"x 4'-8" No Existing A 2'- 5" i ` it14 (Close Down -� i =tF = BEDROOM 2 Opening/ O APW4048 4'-0"x 4'-8" No K Island , o ,I i T i O Existing =---- `1 x3 ; (°J J-- ° -' TO ADH2648 2'-6"x 4'-8" No n- (Revise Opng.)i ......... Pt♦e ii FRONT POREH Sihk 3'-0" -u, u ____ __"' Model Numbers Refer to "Andersen" A-Series, PG50, ;l, it - iii %- \\ L I Low-E4 w/Argon Glass, Simulated Divided Light w/ 1n : , Reco figur d u , . I Spacer Bars (1/8 Width), Grille Layout Per Drawings, ;1, i -- ' -' 'I °1 Black Exterior, Primed Interior, Satin Nickel Hardware 10 I/ ' KITCHEN ; �' i it IL�' EXIST. I _ o o CELL (To Be Confirmed by Owner), Full "TruScene" Screens I ; ----------------- -- ----- -- ---- i ;- i ;' \� \ENTRANCE,- Ln cr cef Down- 1 i Remove xisting O-- I Soffit, Flush e05 nin �+ brig 24, i Frame Header i Ref. p g DOOR SCHEDULE CI I E D I I I E A S 4" i i ly,_5il i 4" \� 3, I� 1-I U L Existin I --- ao O °p °� xlstln i Ln En FOYER i i i 30" Width t Height ' L BATH I I ' - .'` `I Unit Model .31 (Exist. Opng.) --- - 6'-9" 4 ° Iel ' 9" q" - - - —i—D Si k_ _ _ _ = i P ntry i I'-6" Front Doors, Pair (2) 2'-8"x 6'-8" (Doors) DRAWING TITLE: Renovate - ' ---- �, i i I „ Bathroom �+ CL. Drop Beam �- -- CL• O "Simpson". Model 31504 - - vr _ ___` ____ C6unte�tbp X42" - - - _! s 11 2 "Andersen" FWHID31911AL 3' I"x 6' II" IST FLOOR " 30" 28° `r �?w Dip H,6ader O Frenchwood Hinged Inswing Patio Door (R.O.) Remove � - Swin in Door, 2'-8' - _ "Andersen" FWHID31611AR 3'-I"x 6'-II" „ _ i 3'-8" 2'-8" Exp d how O = Frenchwood Hinged Inswing Patio Door (R.O.) New Swinging 28 �, r Door -' _ _ _° � 24' Existin F �0 .� _ oo � _ _ _Remove Existing _ _ � New 28" " g Fireplace/Chimney 28 (Exist. Opng.)- ® Side Door, �'-8"x 6'-8" (Door) � �i Pocket Door BATH 2 Hearth Simpson , Model 31504 (Remove Existing "Thermatru", Fiberglass " „ � �1 Existing Linen O Smooth Star, Model 5605 2-8 x 6-8 (Door) - - - - Swinging Door) `N' J N OA I Existing -- --_I - i9 O JOB: (Close Down i BEDROOM I I * Verif Operation o _ Opening/ I _ - - - - I Existing _ Remove 00 - - Center Undert• •• cn Revise- - en ltoi �" ' I Existing - y p SHANNON RILEY 2nd Floor I LIVING ROOM PATIO/PORCH _ Stmrs_ _ ova i �, Window, , m v Projection) I - Patch LU O I - - -1 I FF EI +23.3' j j Opening 2950 VAN5TON NASSAU POINT) ROAD A I -3 _�"-� 11,_4�� l i LU I a l l I --- _—T I i o 11 Renovated EXIST. CUTCHOGUE. NY ar C;a--t ine I U 11 DINING ROOM AC TOWN OF SOUTHOLD I Vii_ a"g 1 I 11 SCTM# 1000-111-05-1.2 9'-10.1 4" - - - - � � 1 i 24'-10" 114, 10'-0., I — — I —I Iq'-3" 14'-7" ARCHITECT: 22 �� k of 3 °- FREDERICK R. WEBER N Dn IR ouse n 41 EAST MAPLE ROAD -----_ ---- B --_ _N I / ` - - _ GREENLAWN. NY 140 O II III , L - - - �= = = �= - -- = = = — - = � 52 NOYAC PATH I'I (Revise Opng.) (Revise Opng.) :(Revise Opng.) WATER MILL, NY 11914 l xisting 0 ngJ 2'- iRemove Existing Wood Deck t Deck:Above Ln 2'-3 I/2" 2' 10" -10" I I \ 1'-0 I/2" /� 3'-C)" 8" 8'_0" '8": 3'-0" 4' 9" , TEL L31 154-5555 / CONSTRUCT NEW fweberarchitectmyafioo.com I I \Nod Steel Col., Remove Existing SO e /� � FRAMING NOTES: - � i I 1 inclosed in 1x8 COVERED STONE PATIO Wood Columns v - r /" " i Azek J +m (Bluestone) Porch EI +22.9' �� � evise Opng. I ( e li e ng.) SEAL: r 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I ' / __ ` 1 1 OD t 2. ALL SHEATHING 1'0 BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. _ _____________ _ ___ _ _ _ ___ _ _ ___ _ �EkisUng Opng.) '' B New Steel Girder Line of Existing Deck Above t New Roofed Patio = I 2'-8" 5'-4" 2'- " , 3. ALL SUBFLOORINC' TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD A6 Block Solid # Encasc 22'-e" `r oc I TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. in ze rim - 110'-8" 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. e Remove ExistingWood Deck 44 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. G 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s' 8'-0" O.C. CONSTRUCT NEW SCREEN PORCH d v 1 ' o 6 PROVIDE 2" SPA''E FOR AIR CIRCULATION IN ROOFS. "' ¢� Bluestone Coping RAISED STONE PATIO �,' (Blues6o \ °P I *' \ 0 r, 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. \ I' Wide x 2" Thick I Seteen Por`th +22.91 \ (Same Location) Bluestone Coping I ' ,' ` %o I �' 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. \ ' 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ` ` Line of Existing Deck I. New Bluestone Patio N, 8. KEY: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL New Masonry \ \ _ _ _ _ __ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Dn IR_ ;1 114, �// 12'-4" �� N APR L. 2021 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Steps ` - Existing Frame Wall P \- - - _ _ __ ___ _Re_mo_v_e Existing Wood Steps _ - - - _ / - MAR 30 2021 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. 12'-2" 6'-0" , 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON �� � / Bluestone. Com `r � _____= Existing Wall Removed REV.: FEB 2, 2021 ------------- -------------� -- 3-9 ---- 6 . OR APPROVED EQUAL. DATE: SEPT 30. 2020 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, " 3'-9" 4" 3'-10" New Frame Wall GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 23'-8" C o 13'-0" SCALE: I/4" I'—O" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. JOB NO: w20200L 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. N TERR CE Bluestone Coping 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. GRAVEL AREA w/ (Bluestone) _ 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Terrace EI 2.3' Bench II'-0" o DRAWING NO. Steel Edge r �- 46'-0" 2_O, .1_O„ 2._0„ 0 A i Bluestone Coping A3 IST F L O O R P L A N rY O OF Al C A6 WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R.O. Area Egress WEBER Opng. ® ADH3250 3'-2"x 5'-0" Yes © A01-121050 2'-10"x 5'-0" No ARCHITECT © APW8050 8'-0"x 5'-0" No --------------------- --------------------- O APW4050 4'-O"x 5'-0" No O ADH2650 T-6"x 5'-0" No r-� Q ADH1834 1'-8"x 3'-4" No O AAN2020 2'-0"x 2'-0" No �--� Aif A O ADH21040 2'-10"x 4'-0" No ^ A6 A6 F� Q ADH2440 2'-4"x 4'-0" No . V1 KO ADH2O40 2'-0"x 4'-0" No r, a' Al -2O ADH1830 1'-8"x V-0", No Al A6 A6 MO ADH1844 1'-8"x 4'-4" (Cottage) No 46' 0" � NO APW2654 2'-Ox 5'-4" No r-� EXISTING ROOF L © ADH208 2'-6"x V-8" No F...� A6 ---------------------- --r--------- ---------- H I 1 ® AANIS18 I'-8"x 1'-8" No i ® ADH21048 2'-10"x 4'-8" No I i Roof Below ,' O APW4048 4'-0"x 4'-8" No i-i I I Gable O 91 fi 1 O ADH2648 20-Lux 4 8 No 4'-0" 2'-0" 3'-0" I'-10" I,_8.. 2' 6„ 3" .1-10., 3,_0,. 2'-0„ '9L I Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light w/ O O I Spacer Bars (1/8" Width), Grille Layout Per Drawings, I -0 Black Exterior, Primed Interior, Satin Nickel Hardware v (New Opng.) Ili ,� III (New Opng.) Drop ,' (To Be Confirmed by Owner), Full "TruScene" Screens _=f = = = __ - - - - - MT - - - - - - Existing I Hanging +.s � I J�� LINEN CLOSET ------------ --------�-� \ r X I , Built in Existing I p I I p 2;-_ \ ` Naw Remov CI \ � w i +\��i Coun er WI � DOO I� SCHEDULE �" \ i 4 ,O ` A3 alls 4 \s 0 - 9 -6 - - - Note: Add 8" to ,� jWidth t Height (Exist. Opng.) Raised ening Closet Depth _ _ _ , _� Unit Model 28 Floor-Over Remove - - - - - _ - — Front Doors, Pair (2) 2'-8'x 6'-8" (Doors) DRAWING TITLE: �ening___ �Exi in9�--T o New New,f.Yo r 7EI(Lo�_O -- I C I I Exi t.fl I'-10" "i i' ` �' I'-10" 0 "Simpson", Model 31504 1 � 3C� IAtic �Q �� Remove Door, I " " , - - - - - - - - ---- - `C L - a ,�, , 2 Andersen FWHID31LIlAL 3-I x 6-11 2ND FLOOR N \se it _New Doo , Patch Opening O Frenchwood Hinged Inswing Patio Door (R.O.) \ Existing - � "Andersen" FWH1031611AR 3'-I"x L'-II" - _ 6 4' 24 ' , g Note: Add 6" to Trieloc 1, Do-6 Wall i - O Frenchwood Hinged Inswing Patio Door (R.O.) off Doors �' UPPER HALL Hall Width ' \ 5'-10" 4'-0" --\ - - ` GF 8 _5 30' �� O Side Door, " " 11 1 _ , N 4 "Simpson", Model 31504 2 8 x 6 8 (Door) Relocate I CC, Remove Door, i ` Existing QExistimg Patch Opening = _� �+s �� __i________ _ __ -_ - -JH Exist_ Ridge-__ _- �� 5 "Thermatru", ;`fiberglass 2'-8"x 6'-8" (Door) \\ BEDROOM 3 _ �_ _ _ \ i ` O Smooth Star, Model S605 L i fisting i ` i i ` Remove Door, N Sh !ie O \s _ _ I I � i fi Patch 0 enin MAZER BEDROOM 6 JOB: (Expand \ , - - Etc re P 9 Opening/ ` 5` - - - - -i II , �' i o;f, Exist. Rid y p SHANNONRILEY = Center In __-i ____ g ��. II - _� �` II Patch * Verif O eration2nd Floor p ea , ����iRev4se 71 pen II Widen Hall '<� r \�le, II ExistingP�4TI0/PORCI-IProtection) - a ' , _ aurs_ —I p Bel Opening en vw ® ' I � - - - - Iiti L1 M ANew Door `� i2950 VAN5TON ROAD (NASSAU POINT) 4" �' 10'_4" i � 4, - _ - �'-4" �� 3'-8' 4" - - - -�`8,-I., 4., 18'-0" \\ 4" ® �, CUTCHOGUE. NY III F eeSta ing TOWN OF SOUTHOLD �:, ti I +� _ _ _ _ -III II 'T b �� i (New Opng.) , SCTM# 1000-III-05-1.2 I ` s� _ 1 i' �� �1� ` -_ 8'-0" i' 10,10„ L� — _ 0 J a� q'-10"�i �\Ld/ � - � �,�' u � \ � � +y�.�� �I ® � Wo ARCHITECT: ao �A � I \ New Platform I �,�� I FREDERICK R. WEBER \ Treads t Ri rs . , ' 1 i ; -' V j I i \ er /' X - - - - - ________ 41 EAST MAPLE ROAD '' GREENLAWN. NY 11140 R CRD CR I I (E sting Op .) (Existing Opng.) (Existing Op g.) cY 52 NOYAC PATH (Existing Opng.) 2'-4" Exist. (Octagon WATER MILL, NY 1191L 2'-10" ��" 2'-10" �, I I 3" 2'-10" X-C " T-C T-10" 2' 11 II ' Remove Existing TEL 431 154-5555 I I r Deck E Rall -�;, I I fweberarchitect*gahoo.com FRAMING NOTES: NEW ROOF T I I 1 ((Exp d Opng) (Expand png. SEAL:, I. ALL FRAMING LUMBIER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE Na. 2 OR BETTER I I I J�e� ``__ SO 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. B _____ _____----__________ ___________________ (E fisting Opng.) //, ' �C.K P. � 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I „ 4 - 8 -2 8 -2 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I I °D 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 10'-6" 24'-10" l: DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 46'-0" I 1 NEW ROOF I KEY: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL II I I APR L. 2021 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. L4" 12'-4" 4" L L Existing Frame Wall 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. MAR 30. 2021 ______ ___ ___ " _--- ------ Existing Wall Removed REV.: FEB 2, 2021 II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" ------ g OR APPROVED EQUAL. ------II---'---� ---- 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, New Frame Wall DATE: SEPT 30. 2020 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C SCALE: 1/4" 1'-0" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A6 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. JOB NO: w20200L 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS e 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. 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G I bide Wall Shin les f „ gyp I I IExistin 2nd Flo NEW I Projec t ons i PORCH I I II I I I I K Re I I I I moveab I I I I I I I I I Ne R r Screen P n Is I I I I I I I I I I I I I NEW T RACE I I I I I I I I I I I I ___ __ ---_--- - ____ ___ ---- -------- __ = - - - - - - - - - - = � I -=- --_--_--------'�--__ _� I====---Irl-=== - _ APR 6, 2021 -'71T I ------------ --------- IIII ---------------�i- -- -- - - ----- ----- -------------------- ----` --------------- - - - - - - - - - Patio F{7--------------------- -- ----- -----I--------1- New Shirh Id Flare DEC 21, 2020 I I I I I I I g NOV 30, 2020 l I 1 I I I I I I I I I I I I I ° Base Iof iFrame Wall REV.: NOV 13, 2020 I I I I I I I I I I I I I i i i I I I I i i i i i i i i I I DATE: SEPT 30, 2020 I I I I I I I I I I • , w SCALE: 1/4 = 1'-0" I I I I l i------ ---- I I a !----------I- I -------- --------------------! i i i i I I I I JOB NO: w202006 I I i I ----r—r1-r---r--17- L, 1 I I I I I I LI_ I i I I L-� L_— '--J _-J I I I I I I L—jL---- :-------------! I DRAWING NO. NORTH ELEVATION T-----�-L, EAST ELEVATION --- I L---------------------�- -------------------------------- r-�7--------------------�-r-�------- L_� I I -J OF Al Existing 2x10 Ridge FREDERICK ROBERT Existing WEBER 2x8 R.R., 16"oc AT IC Existing ;.,.,,..;<::... ::•;:•::::. "Strongback„ :.:..:.;::>:;::... ARCHITECT Existing �., 2x8 C.J., 16"oc it Existing � • ;;:.. Existing 2x6 R.R., 16"oc 6" Closed Cell Spray 2x6 R.R.,, 16 oc 2��:_611 Foam Insulation (R39 .. O "Sister" 2x8 R.R.: :: : :..:"Hurricane" Alongside Existing ATTIC o '` 00 12 Strapps on �„ 2x6 R.R., 16"oc N 12 All RaFters ;> :; :.::.:. ::::.. tBEDROOM 3 BATH 3 5 :::... g'-:0" New 2x8 "Interior" °:: Rafters, 16" oc Existing 1x6, 16"oc I'-0" ;:: "' Raise Ceiling 1x6. 16"0........:..;.:;.... New 2x8 R.R.. 16"oc O 2x6 :C.J., 16"oc '< ' to Underside : 2 12 Existing New 2x10 C.J. Under Reduce Overhang Existing Plywood »..:.;:.. Reduce OF erhang .;;: of New 2x8 RR = Wall Build-Out, 2x8 C.J. 1--I :: :; ::•: ' x J. 16"oc IF to Raise Fascia Bd. to ase Fascia Bd. Beyond, 16" oc �. 77 eyo New 4x6 Tie u, -- ,•� __ ___ _________ _ __—___—_ Lfl ----�W �L---- Double 2x8 12R -- 6 Each Side:: LVL 9 1/2 *2-0" :' 4" q'-8" 4" 2?-10" 4 3'-8" 4., 4'-10" 4„ 2,_0. 4, 7r!T71 13_6" 4.. 8._2, 4" I I I I �' � MIM �-, v, I I I I II 0 t1_ a = I I I I SITTING o COATS CL. POWDER - th SITTING o LAUNDRY �_ o I I I [MY -1" ` I I W W II II I ( I I (Match Kit. Depth 1 Q, 22'-0" = 22'-0" o 21' 10") (21' 10") v I I II II �' BEDROOM I BATH I I I 11 I H N Ewstrn Eu E Istin i~ New ExistingI I II ` ' I I Ar- 2x6 F. 16"oc 2x F.Jg 16"oc (3) 5 1/2" LVL 2x6 F.J16"oc Bluestone on I I I I I I P. Conc. Slab 1 1 I I I I ' cr ' � I I Ln I J 8" 1 14'-2" 1 l'-10" 8" 8" 1 1 22''0" 8" CRAWLSPACE - - - - - - - - - - - - - - - - - - - - - - - - - - - - Existing 4x6 - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _'_ = O � 1 1 - - - - - - - -- - - - - - : - 4 � - 4 - - - - - - - - - - -_�- - - - - - - - - - - - w/(2) 6" LVL - - - - - -- - - - - - - - I I L _ J L L _ J I I L 1 1 BASEMENT 3,_4,. BASEMENT BASEMENT Slab P. Conc. - - - - - - - - - -,_L -J-, 23'-4" L L _ � I I I I I I V l i I 23'-0" SECTION AAI SE (tl---ION A SECTION E3E3_ DRAWING TITLE: SECTIONS Existing 2x10 Ridge Existing JOB: 2x8 R.R., 16"oc SHANNON RILEY AT: IC RESIDENCE "Hurricane" "" ------- ..:>: Existing 2950 VANSTON ROAD Straps on I t "Strongback" All Rafters I I (NASSAU POINT) Existing : ::::.: CUTCHOGUE. NY i2x8 C.J.. l0oc r '->` TOWN OF 50UTHOLD SCTM# 1000-III-05-1.2 I � I I I ....... . .... ::::: .:::.:::::.:: ::.::::::::: :::::.:::::.:::.::::.::: .:::::.:::: ::::.::::. ARCHITECT: I ::...: ...................................... ............ ............ ............ ............ ............ ............ ......................... ............ .::::::::::: ........... :.::::.::. .::::.:::: .::::::::::: ::::::•:::::•::::: •:::: ::::::..... a °° II II II n 1111 I1 11 11 11 II 11 p 1 FREDERICK R. WEBER 1 _ II II II n 1111 a 11 I1 lI II I1 n o 41 EAST MAPLE ROAD l MASTER BEDROOM CLOSET II 11 II a illi n 11 n I1 II 11 a 1 GREENLAWN. NY 11140 2x8 R.R.. 16" OC — I 'I Neu l lnt�lrl rllll II II II II II II I _- - - - - - - - - - - Il'-10": 4 4'-8" 4 Gah`e Ei�d 52 NOYAC PATH l2 — 1 4' II 11 11 11 1111 11 11 11 11 11 113 1/21 Closed Cell Spray WATER MILL. NY 1191E "Simpson" lI 4 RooF I M F am"Insulation (R22) a A IC 11 UJaIIII lI n 1111 I1 11 11 11 a IIFoam 11llhsulation (R22) i Existing �o II II II II II II II II II II II II % 0 All Raftersii i r 2x12 F.J., 16"O \` o` :> II II II II II II II II II II II 11 tl 1 TEL 631 154-5555 Fascia to - -. —, - - - _- - — _ — Ifi- -Ih II — Ih- -IIT — �h- -llT — f weberarchitect6gahoo.com 16 +IAlign LL li W IOx45, nrj ---____,==I= _ - - -- - - - - - - - - - - 1 Block Web I:I 1 Stabgeok11 Screws B ttom oc HdW. (w/ (12) 118x 5/8 Remove - - H L" New (2) 4x6 Ties w/ 2x8 R.R. l N a SEAL: HU 210 All Stl. .Flitch E II a/ LVL bolted on Either bide e "SIm son I I New (3) 11 1/8' LVL I I 22'-4" I Healer �G� R. 1 1 4 4" I Hdr. w/ (2) II x 3/4 t Strapped o Wall fE 44 �� } C it ng J fists 1 Q, I I I Stl. Flitch R 1 1 4, O = LL_ I Front Wall , 4"x4"x3/8" 1 1 00 bo 1 - '� r LIVING ROOM I of House (± � KITCHEN - SIT TING 1 `8 Steel Column.-----! 11 1 1 i y O = oo I I Bolt to Girder, I t I 'T 1 a, 4" Anchor Bolt I t I I ORC 1 to Conc. Pier I I v I I 1 1 Top of N Existing I I �, Existing Bluestone I I SubFl.� ? — 2x6 F.JI., I c 11 2x6 F.J., 16"oc 1 1 1 Terrace _ Patio LK 4" P.Conc. Slab I — 1 Existing (3) 2x6 I 1 ., s .• er. `5ister" w/ 6"x6" 10/1_0_WWF___--------- L� I I 1 1 1 1 APR 6. 2021 ---tSet on Com acted Fill) -q" I 1'-8" 1'-�I' I l' 9" 8" 1 1 w/r(2) 4" LVL 1 1 p 1 1 REV.: DEC 21. 2020 8" P. Conc. Wall 4" Conc. BI. w/ (2) * Bars to Support 1 I 1 _ J I I DATE: SEPT 30, 2020 0 8" II'-4" 8 Top t Bot. l3 _4. Slab Edge BASIFMENT I I I BASEMENT �- ' I I I 1 _ J SCALE: 1/4" - I I I I JOB NO: W202001.20"x10" Cont. P. Conc. 8 33'-8" New 3 1/2"0 Ftg. w/ (3) 95 Bars I I I _ _ _ _ _ _i Steel Pipe Col. L_ -----; DRAWING NO. I I , A 6 SECTION CC SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER EDERICK Joint Description Nail Sizes Nail Spacing ROBERT i ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end : WALL FRAMING Top Plate to Top Plate(Face-nailed) 2 - 16d '. per foot w SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4- 16d joints-each side M5T31 METAL STRAP Stud Header Header Stud elena2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON e ALL JACK POSTS (Face-nailed)) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 8 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud w 5 - 8d NAILS EACH END SHEATHING. SHEATHING TO LAP TOP 2 - 16d per 2x6 stud 2 - 16d WALL PLATES Q per 2x8 stud APA RATED PLYWOOD TO It Bottom Plate to Floor Joist,Ban djoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1.2 per foot n EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING W MST3l METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist 8 JACK POST MST21 8 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 848" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. = SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 832" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist W FLOOR JOIST = MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot 1.4 DOUBLE TOP--' PLYWOOD SHEATHING ROOF SHEATHING H� PLATE TO OVER LAP BOX = HEADER 2 x 6 eld" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of Z (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 8 32" O.C. of panel O Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support Z SECTION ELEVATION ," x 10" or wider 3 - 8d per support CEILING SHEATHING Z Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA 18-Z W/ WALL SHEATHING (6) 8d NAILS TOP t _ BOTTOM 8 32" O.C. Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d NAILS TOP t /16- 6d 3" edge /6" field BOTTOM 8 32" O.C. = FLOOR JOIST BOTTOM e 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE _ _ ,{ F T e TOP 0 FOUNDATION 8d AIL 0. - " " . NAILS C 4 Gypsum Wallboard ............ .. p 5d 7 edge 10 field DRAWING TITLE: .} (SHEATHING TO LAP SILL PLATE) .,. `,•. .•,•. <;•-:. y g / 1. E -;;•�- .1: <;�• Hardboard 2 5 R BAR 8d see table 3.9 .•i y' t. l2 2 x 6 SILL LAStable= � ` Pa r t icleboard Pa nels 8d see tab le 3 9 CODE DETAILS SOPPER TERMITE SHIELD AQ TREATED � Diagonal Board Sheathinwl g S Y 1" x 6 I H x 8 or 1 2 - 8d per support 1 x10 o wperd r suPPortSEE FOUNDATION DWG. f('y i• - FORDESIGN/REINFORCING L FLOOR SHEATHING Structural Panels 5/8" x 16" A.B. 832" OC. w/ 2"4"x3/16" WASHER. 1 or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH J STAINLESS STEEL) Diagonal Board Sheathing ISOLATE WASHER FROM 1" x 6" or 1" x 8" 2 - 8d per support SHANNON RILEY SILL PL W/ FELT STRIP 1" x10" or wider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 2950 VANSTON ROAD 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall (NASSAU POINT) be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTMu 1000-III-05-1.2 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY, 11140 DESIGN CRITERIA: 52 NOYAC PATH WATER MILL. NY. 11414 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectegahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 816" O.C. EACH END 816" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH �- 1 1/4" x 20 GA. GALV. STRAP ° +` .. w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES 'K FDN. 816" O.C. w/ 5-8d COMMON NAILS IN i 4�'o4; EACH END eld" O.C. NOTE : .I� � �• i ALL NEW WORK TO BE DOT IN ACCORDANCE DESIGN CRITERIA: �� `� ,,�. �UITH NYS CODE I� EQUII� EMENTS LISTED ; e �, DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ON THIS SHEET AND APPLICABLE . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. EXISTING WORK TO REMAIN " AS IS ' 2'-0" MAX. WINDOWS - GLAZED OPENING REV.: T-0" MAX. ° x>�:�':•- 2 3d COMMON DATE: SEPT 30, 2020 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE: E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS - •: JOB NO: 402004 OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2 #8 WOOD SCREWS, 16 OC FOR SPANS UP TO C AND 12" OC FOR SPANS BETWEEN 6' AND 8' DRAWING NO. CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A7 OF Al C A6 WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R O Area aEgres WEBER I ® ADH3250 3'-2"x 5'-0" Yes © ADH21050 2'-lo"x 5'-0" No ARCHITECT I xisting Opng./Hdr. Exis ng Opng./ d w 1 1/2' LV Ldr. APW8050 8'-0"x 5'-0" No ew 9 1/2": LVL Hdr. 0 APW4050 4'-O"x 5'-0" No I I I W/D I -I- - - - - - - L == J i i = Q ADH2450 T-Ox 5'-0" No r, \ Existing 2x6 RIR., 16" oc Existin 2x6 16" oc w �, I o New 4x6 CI _ file _ M Q ADH1834 I'-8"x 3'-4" No ----------------- ------- ----- �—I I 1------ j i @ AAN2020 2'-0"x T-0" No "' LU '°` I r i M I i z A HO ADH21040 2'-10'x 4'-0" No A6 / New 2x8 R.R., 14" oc I New ' 2x8 R. oc y Ib" l ------ I _____--i y / _ = I JO ADH2440 2,-4"x 4'-0" No I---I ------------------ ------ -------------------4----------- ------ II ADH2O40 2'-0"x 4'-0" No Al ADHIS30 I'-8"x 3'-0" No I y II I '°`6 __------ _____ I O A6 0 ADH1844 I'-8"x 4'-4" (Cottage) No rn FN - - - - - - - - - ,I o - -- ----–I_ APW2654 2'-6"x 5'-4" No w (2) 11 1/8" LVL Hd 1i Qrop) ADH2638 2'-6"x 3'-8" No k 1 Existing 2x6 R.R;16" 0c, Exist g 2x6 R.R., 16" oc ® AAN1818 I'-8"x I'-8" No cI New II ifl/ " LVL C.J. ® ADH21048 2'-10"x 4'-8" No =i = j SO APW4048 4'-0"x 4'-8" No z v -----1------ Isting Opng./HdrZ O -------- ------------------ I - - - `-- - T ADH2448 2 6 x 4 8 No New (3) 911/2 LVL I �� » ----------------- f New 13) 9 I/2" LVL �6 - ' = •I.�II Remo """' v New 28 R.R., New 28 RS , 2 i 'Drop / , I Model Numbers Refer to "Andersen" A-Series, PG5 0, Soffit Low-E4 w/Argon Glass, Simulated Divided Light w/\ Ic IWoc , 4II m Spacer Bars (1/8" Width), Grille Layout Per Drawings, N III a r _ T _�_ JBearan� _ z I i i iI 4x6 p a I Black Exterior, Primed Interior, Satin Nickel Hardware Z Z I Lxastin' 0 n6./Hdr. I� I =iL - /-Bearing _' o (To Be Confirmed by Owner), Full "TruScene" Screens z jlj - -------------J z L______ 9 _P 9_-__ (3) 12" VL w/ (2l It�� atch R (Flushl „ —. .—.—. —.—.— —.—.—.—.—.— o —.— rn 00 %Bolted Angle i 0-- '--- I = 0I Connection 0 DOOR SCHEDULE Q, E7...-71, Iz Unit Model � Width t Height - I i- - - -i� - - _ _ I » LU ____ - - -- - - -- - - -- ry O Front Doors, Pair l2) 2 8 x 6-8 (Doors) DRAWING TITLE: --- F x I "Simpson", Model 3'1504 I I w (2) II 1/8" LVL Girder 10ropl cv _-----_ � —. —.� .—.—L——. — —. — \ rn I 2 "Andersen" FWHID31911AL 3'-I"x -� (3) IIi1/8" ILVL w/ (2) II"x'5/8" Stl. Flitch (Drop) Frenchwood Flanged Inswing Patio Door (R.O.) (IST FLOOR) �4x�- 1 - - � - - 1 - - - � T _ \ N Beiari g— I I Ball ring. x a 3 "Andersen" FWHID31611AR 3'-IN 6'-II' O O Frenchwood Hinged Inswing Patio Door (R.O.) r 1-2 I I— I rn 1 - - - - - - � z Side Door, 2'-8»x 6'-8" (Door) w 4 Simpson", Model 31504 Smooth Star, Model 5605 2'-8"x V-8" (Door) New ( ) __ __T r erg ro�� E9 I- o ,L a o -1 __F— — — — — — — — — - ® JOB: 31 Bearing Wall/ 2) 11 1/8" LVL z i = Verify Operation SHANNON RILEY r a PATIO/PORCH 2950 VANSTON ROAD =_ I I x a Z a x l.l i? `�' p z `~ I I (NASSAU POINT) r i i I �' = �' = I I CUTCHOGUE. NY I j r " " I I SCTM4O 1000 111 05-1.2 II W _ w III - - - — 11— —I-1� — u OD c ARCHITECT: v PROVIDE "5I1P50N" PHOS-Z HOLD-DOWN FROM STUD WALL/WALL PL. FREDERICK R . WEBER TO FOUNDATION WALL 41 EAST MAPLE ROADL - - ------------------ -PiI New (2) 9 Vel" LVL Hdr. 14ew-(2)-l1 1f8=LV Idr..==N u�( ls1H/ "�L L_H�r� x G EN WN. NY II140 �2 Existing 0 n ./Hdr. III New 2x8 R.R., 16" oc PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 9 p 9 1 1 , 52 NOYAC PATH WATER MILL, NY 11914 III �J� d 000 X ac U \J TEL 431 154-5555 x X X X fweberarchitectmgahoo.com III \ W i FRAMINGNOTES: ° III ���, 14 v � v v - �, I'I �� z z z z SEAL: III , 'yd >I Exlstmgg I. ALL FRAMfNG LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I ' i l , JI Opng./Hdr. 11 2. ALL SHEATHING 1-0 BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. =—=—=—=—=—== ========—=—=—=======—=====—=== v K I Q, �G R. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD B W IOx45 WF Girder w/ 2x8 Top IE 4"x4"x3/8" l a-I� 4"x4"x3/8" o1 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A6 Steel Col. Steel Col. a New 2x8 R.R., IV oc Z I New 2x8 R.R., 16" oc :< 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. > ' New 2x10 IC.J., IC oc t 1 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N_Y.S. CODE OR AS NOTED ID 8'-0" O.C. > PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. - 9 I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. °- 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. l , APR 4. 2021 I 2021 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D s' 12" O.C. INTERMEDIATE. l ,' `� I MAR Z REV.: FEB 2.. 2 202121 II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. (3) 9 1/2" LVL Hdr. DATE: SEPT 30, 2020 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 6x6 Post, Encase GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C in Ix8 PVC Trim, SCALE: 1/4" 1'-0' SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A4 Use "Simpson" MPB662 PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Post Connector a Base, }�I p /� �( �I JOB NO: w202004 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ° 24" O.C. Strap to Header, Typ. 2ND�l D F f�A 1 I I I`l G 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. IST FLOOR PLAN ? DRAWING NO. 15.'BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. oc O 1/4" = I'-O" z L S1 OF 52 C A6 WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R.O. Area EgressWEBER Oprig® ADH32SO 3'-2"x 5'-0" Yes © ADH21050 2'-10"x 5'-0" No ARCHITECT © APW8050 8'-0"x 5'-0" No --------------------- --------------------- Q AP1114050 4'-O"x 5'-0" No O ADH2450 T-Ox 5'-0" No r-� O ADH1834 I'-8"x 3'-4" No AAN2020 2'-0"x 2'-0" No z A A HO ADH210.40 2'-10'x 4'-0" No A6 A6 Q O ADH2440 T-4"x 4'-0" No I-"--1 . V1 KO ADH2O40 T-0"x 4'-0" No r-� Al AI 0 ADH1830 I'-8"x 3'-0" No A6 X A6 MO ADH1844 I'-8"x 4'-4" (Cottage) No u.i NO APW2654 2'-6"x V-4" No r, EXISTING OOF w A6 © ADH2638 T-64Ix V-8" No H / ® AAN1818 1'-8"x 1'-8" No i ADH21048 2'-10"x 4'-8" No Roof Below O AP1114048 4'-0"x 4'-8" No Oi_ Gable / � O T ADH2448 2'-6"x 4'-8" No Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light w/ �y w (Z) 2x10 dr. Spacer Bars (1/8" Width), Grille Layout Per Drawings, I I ' I -0 Black Exterior, Primed Interior, Satin Nickel Hardware New (2) 2x8 Hdr. New (2) 2x8 Hdr. Dro ,' (To Be Confirmed by Owner), Full "TruScene" Screens -= 2T�- =_ - - — — —CZT — - - - - - �+/,� n I J _ i Removewi ��;' I DOOR SCHEDULE r \ Existing CI ells Width t Height - - - - - - - - - - - - - - - L Unit Model g L _ _ �W,� Remove - _ - - - - - - - - - - - - - - - - z (3) 2x8 Hdr. --- I'-E56 inggr- Tom= �\ / /� - - - - - - �� Front Doors, Pair (2) 2'-8'x 6'-8" (Doors) G TITLE: N C �Exi t. I "Simpson", Model 31504 _________- _ - _ L At is �Q ,' "Andersen" FWHID31611AL 3'-1"x b'-II" - - - - / I - J I - - w� Frenchwood Hinged Inswing Patio Door (R.OJ ROOF FRAMING - - - - - L �y (2ND FLOOR) w ° - - - - ° ��� "Andersen" FWHID31611AR 3'-I"x 6'-II' Frenchwood Hinged Inswing Patio Door (R.O.) -' 6 ' ® Side Door, 2'-8"x 6'-8" (Door) , - - - - - - - - i U ``� U �i� "Simpson", Model 31504 oo oo Existing 2x6 "Strongback bove oo i „ <`+, c� -� - - --i c1 Exist. Ridge �, 5 Thermatru , Fiberglass 2'-8"x d'-8" (Door) �s� _ �—_ -----� -- \- -- i I- \----,,- ------- - -{\ Smooth Star, Model 5605 \c JOB: \\ W , - - - - �I � IIS W ' I � W � SH,4NNON RILEY a ---------- V___Exist_Ridges ��,+`�i' - - - - it ,' I i �W \`�(�`+� II * Verify Operation - _ _ _ �I - °° - ,s II PATIO/PORCH a , J I , - - - - -1,I i, � �� 2950 VAN5TON ROAD h tNA55AU POINT) I� = - _ _ - CUTCHOGUE. NY 7:114" °, 18'-0" 4 o TOWN OF SOUTHOLD - - - - ` —__7 z x i - - j w aea�,' i y 5CTM# 1000-III-05-1.2 - - - - IL — 0 - - J I J 11 's n� I v r +���� I Z ARCHITECT: 1 PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. `� ,� I i `�L ,� X I FREDERICK R. WEBER Existin I (2) 2x12 Hdr. w/ TO FOUNDATION WALL - - - - - - - - — 41 EAST MAPLE ROAD ------- -�—----- GREENLAWN. NY II'i40 Existing (2) 2x10 H New (2):2x10 Hdr. Existing !2) 2x10 Hdr. p �/ \ a/8"x 11" PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL Existing 2x10 Hdr. III i �� �� 52 NOYAC PATH I 1 WATER MILL, NY 11916 2-4' "7 Exist. Octagon ` ti TEL 631 154-5555 '9 Remove Existing '� , ' � i � Iia FRAMING /� M I }�I C I I r Deck t Rail ��J . �i �\ I fweberarchitectmgahoo.com R�'tI III�i NOTES: I I �2,,Q��` NEW ROOF `+& I I �`\ ; xlstin Hdr. 4� I I SEAL:. ti g I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - __ . 2. ALL SHEATHING 1"0 BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. B ----- -------------------------------------- �� 3. ALL SUBFLOORINCs TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD - I I a, I I 4� TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A6I I 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ;„ ? ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL It 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I I I I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I �' 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 10'-6" 24'-10" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 46'-0" I I NEW ROOF I 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 114„ I I APR 6. 2021 12 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 4 '-4" . 2021 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. REV.: FEB 2,. 2MAR 2021 21 `v- 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ______II---T---� 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DATE: SEPT 30, 2020 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C SCALE: 1/4" - 1'-0" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A6 PERIMETERS. HANDLING, STORAGE, AI4D ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. JOB NO: w202006 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. ROOD FRAMING 2ND FLOOR PLAN oS21/4" = 1'-0" z OF 52 FREDERICK ROBERT WEBER ose Bib I ELECTRICAL NOTES : TV ARCHITECT I- RECEPTACLES ( SWITCHES TO BE "DECORA" (LEVITON), WHITE. I g t ELECTRICAL SYMBOLS 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. I 3- RECEPTACLES TO BE LOCATED HORIZONTALLY IN THE BASEBOARD. -- -__ _ ___I ____ _ ---= i= FREDERICK ROBERT WEBER ARCHITECT ELECTRICAL SYMBOLS ----------------------- --------------------- - SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE 0 W.P. OUP.REC.-WATERPROOF 0GF1 DUP.REC.-GROUND FAULT [ ] DUP.REC.-FLOOR DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET w F� O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. W I-0 WALL MOUNTED 0� DUP. FLOOD O-> RECESSED (DIRECTIONAL) O CLOSET LIGHT s@ SHOWER LIGHT (Wet Location) --------------------------------------------- C UNDERCAB. FIXTURE 1.4 ® ® DOORBELL/CHIME ❑F EXHAUST FAN w PADDLE FAN Li L-J PADDLE FAN / LIGHT 16 JO ATTIC FAN sP SPEAKER I TELEPHONE 1 Tn 0 CABLE VISION L------------------------�r Cha delier i I © COMPUTER (Cable t Phone) Surfa Surf Surface,/ j H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT ` ` II e THERMOSTAT \ ` I Surf Surface i ' FAN/LIGHT I DRAWING TITLE: --------- I ---- - I e o O CARBON MONOXIDE E DETECTORSMOKE DETECTOR Data hart/ ELECTRICAL Printero SWITCH 2ND FLOOR O \ O 3 SWITCH 3-WAY - - - - - - - \ � � 4 SWITCH 4-WAY o � �p SWITCH W/ DIMMER - —a--------- -- -- ------ ----------- $ w SWITCH WATERPROOF ------ -,--- -'0 TV To 15t �� Q JS JAMB SWITCH JOB: � Floor KP KEY PAD EX EXISTINGSHANNON RILEY 1yLData ;; PATIO/PORCH ' 1 Por{ ` 2950 VANSTON ROAD 1 ii i , y , „ L , , Surface �\ (NASSAU POINT) Data I CUTCHOGUE. NY TOWN OF 50UTHOLD i 5CTM# 1000-III-05-1.2 I � 4& I �� '� I '' i ARCHITECT: FREDERICK R. WEBER c _________ 41 EAST MAPLE ROAD �'i \`• GREENLAWN. NY 11140 1 i 1 all Wal 52 NOYAC PATH III q ce // \\ once WATER MILL, NY 1191. III J TEL 1.31 154-5555 fweberarchitect6gahoo.com LD A� � ________-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ -_____-_-_-_-_-_ -_— -------------------------------------------- \G c 0 II II 6 II II II II 11 II G q II II MARCH II, 2021 1 I i i MARCH 4, 2021 APR 4. 2021 1 1 1 I DEC 11, 2020 MAR 30, 2021 1 1 1 1 REV.: FEB 2. 2021 a ELECTRICAL DATE: SEPT 30, 2020 2ND FLOOR PLAN SCALE: 114" _ I'-o• JOB NO: m202001. DRAWING NO. E2 OF E2 r --T7y0, FREDERICK ROBERT 1=,1j WEBER y�I__ FCI L 2. ac ARCHITECT 4. 1 ki ,;11-ALL `... P x -, T THE �rnl,l C ? i r' '"n' 'I",. V ^:. nT t r {� ,, C', r. 3 0;;1, .s l f,T,_./^ l'!0_1� I��� ��� du�1�^^-aLl� FOR a9 W WITH ALL CODES OF rJl-'v"V YC13K STATE & TOWN CODES AS REOUIREED AN NS OF SOUTHOLD TOWN ZBA W SOUTHOLD TOWN PLANNIN D H SOUTHOLD TO USTEES ~ C c rVT,1 { �Wy ^o� sa i O� � H 0 RETA'N' STORM' WATER RUNOFF PURSU AtiT TO CHAPTER 236 OF THE TOMI CODE. P{ O�Q ELECTFIC&L IP"5'°�CTIflN R tl"'-- LOT 311 PLUWSEA CERTIFICATION AMENDED MAP A" OF (ON LEAD CONTENT BEFORE pa9, NASSAU POINT CLUB PROPERTIES, INC. r:F'RT6f=1CATE0FOCCUPANCY qx SECTION C ;!OLDER USED IN WATER J FILE No. 154 FILED 5EPTEMBER IL, 1922 �j j-�`SYSTEM CAN"RIOT O SITUATE .�Y ��{ / EXCEED 2/10 OF 1% LEAD. � / CUTCHOGUE 9 PLOMBING 0 �o� Op�N e�����° O TOWN OF SOUTHOLD ALL PLUMBING WASTE CjO, SUFFOLK COUNTY, NEW YORK &WATER LINES NEED DRAWING TITLE: . � � tC5 \ TESTING BEFORE COVERING S.C. TAX No. 1000-III-05-7.2 SITE PLAN O dA�L y �a < /- ®p00 d 0 'llp H£DOe O O � OVERHEAD tl11Re£ po aye g; JOB: b V� a SURVEY INFORMATION: SHANNON RILEY � �'�~ YV RESIDENCE tv f SURVEY INFORMATION: P09T � 1 3� G � FC ?moi O° ' 2,4 STORY rY ElG1AN yLOOK piRD NATHAN CORWIN, LAND SURVEYOR 2950 VANSTON ROAD 0 Os.OUTTyr AgoNa�m^�c o�a�g 1586 MAIN ROAD (NASSAU POINT) AIL , p,�e�.�'' POLENQi�rVy Y JAMESPORT, NEW YORK CUTCHOGUIE, NY W':--- 90 9 O i ° SURVEYED: JULY 22, 2020 TOWN OF SOUITHOLD 1 1. 04%g-, r' 151 a h,gtEP ri 4, = 3 Z GARAGE- 0 ARAGE / AUGUST 30, 2020 ADD TOP OF BANK SCTM# 1000-III-05-'1.2 o A �O TaRY FRAME ° s 0 _ LO 5 t Ap ARTMENT CID ,� a EXt Y �' 00 0 *Oo I. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ARCHITECT: ° �' EXISTING ELEVATIONS ARE SHOWN THUS: XX.X o 0.0 Z-5 .� w °° RAE LAMP FREDERICK R. WEBER � D O � A .�L pob Hpu V D �o�; _ � 41 EAST MAPLE ROAD A m ; -gTORY Q 40.3• , GREENLAWN, NY 11740 i 1 ,� FOUND CONC. 0ONC.U�ALL 1 I' , FENCE � "E MON.o.5'�. 52 NOYAC PATH W MAgONRY WALKTEP$ �s., Lag. WATER MIL NY 11911. 1SYEP9 --- m♦ ' 'F -------------------- ------------------------- - O 15.,' Ii SP Ale a INFORMATION: J 1 1 1 �� ' 31q 1 F SITE I 14' ' 1 Q l i LIT R NC It -..-. -. m f1 C , �- 1 M , c ASR 1+ LOT 314 - _ � FeNCe ' AN2�ND•Q � p' � _;GOND.UNITS - 1 TEL 1.31 Z54-5555 DEER fweberarchltect yahoo.com LOT AREA = 29,433 sq. ft. FENCE y �1 86436 (TO TIE LINES) 0.6% ac. � � 1 (n Q ° SEAL: t— O 01) LOT 31r. ZONING: R-40 (NON—CONFORMING LOT Q 0 `" - FOUND 4Y 20.000 TO 3`1,999 SF) fr(!J Q q CONC.MON. ul� , t M ' n w YARDS: (PRINCIPAL) l a.Zo fjOj �0 FRONT 40' SIDE (ONE): 15' Z SIDE (BOTH): 35' REAR: 50' ` HEIGHT (MAX.): 35'. (2 1/2) STORIES LOT COVERAGE: 20% (MAX.) SITE � L Ai I NORTH EXISTING HOUSE: 1785 SF I11 = 201-011 EXISTING FRONT PORCH: 86 SF EXISTING REAR PORCH: 156 SF REV.: EXISTING REAR DECK: 190 SF EXISTING GARAGE/APARTMENT: 1191 SF DATE: SEPT 30. 2020 EXISTING COVERED: 148 SF SCALE: I" - 20' EXISTING SHED: i-ig SF JOB NO: w202004 TOTAL EXISTING SQUARE FOOTAGE: 3134 SF EXISTING LOT COVERAGE: 12.68 % DRAWING NO. Alti i OF Al c A6 FREDERICK ROBERT WEBER ARCHITECT �'' �: •i Foundation• .i i•••. : --———————————————————————— I Hearth Above ilii 4111 I r , � IILL=====_==_- Jill I " i1i (2) 2x6 F.J. L iii LL hll� I 86' III III 22'_0„ cv VIII $I, 6,_6., �tti III III X X I w III Existing Conc. 4i w C4 1 Y^ABlockiiiPiers 41 I Q Existing �µII-�irder hl 1 '� Tt�.—.—Pf —.UL..—.—.—il —.—. Itil+ I Tn I Existing 4111 I lJ 1 CRAWLSPACE hi i W I (Conc.) AI I III I I Al I XIII �' I A6 I ry III Xn I A6 I Well ul X I n115 _9" w 1.4 1--�1 I v III I B I III I A6 - - - - - bo bo f� Existing Electric 10'-10" Panel 22'-0" �- :�: ao '- Existing i � 9 Exrstr g Exr ting ;- :I Existing Oil 2x6 .J., 18" oc 'I 2x6 F.J., 18" oc 2x6 F.J., 18" oc Tank O I: : Existing ----- - ---- � Ln Above Point Load, m ►n �: O u,:•: �"�xigS eel T \� Reinforce Found. x - --_ :c• -- Existing Wall w/ P. Conic. {'ipe Column I ' I ^ tr:I: Existing I I I I O I -"Bilco" Pier, Fill Conc. Bl. 3"0 Ste I 1 I I 1 Existing \--------- J Solid K., u' :I: Pipe teal n I IBASEMENT (36"x 34") I I I Conc. Slab ` I C:I L----LJ J-�- C_4" Top of ----->-----J . New 3 12"o SteeF Slab to Underside W : : Pipe lumn on ( of 2x6 F.J. 30x30 16" P. Conic. Ftg. w/ (3) 11:5 Bars :I Exist ng Point Load, - Both Was Existing Chim ey DRAWING TITLE: Verify Bearing Fan/ Condition on v Existi� Coil FOUND�4TION --- — — Existing Conc. BI. i (4) 2 6 Girder I Existing Fireplace Base >; —'— — I' 1 3"o Steel -L- I Pipe Column ' New 3 1/ "��ir1. �� (30"x 30"> Exlstin Pipe Column on 9 30"x30".-10 P. Gonc. .I OII-Fired o o Ftg. w/ ( ) 45 E ars I - Baler 8'-O" 2'-6' Both Way V' V, Existing D CRAWL SPACE o, • xi ting Existing Water �-' 00 2x6 F.J., 18' oc I 2x6 F.J., 18" oc Heater i � U Su -' JOB: XX XX L N WN ' Existing SHANNON RILEY � 3 3/9"x 5 RESIDENCE . .................................................. Girder man/ — Cal — 2950 VAN5TON ROAD (NASSAU POINT) CUTCHOGUE. NY TOWN OF SOUTHOLD 5CTMu 1000-III-05-1.2 Existing Q, CRAWL SPARCHITECT: XX XX XX X X W(y W N W(y W cy FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 11 52 NOYAC PATH 'I WATER MILL. NY 11914 I I I I � TEL 431 154-5555\\ Existing fweberarchitectayahoo.com 1 DECK/PORCH 1 Above SEAL: 1 � '•.. ---------------- -- ------------- I BI ---------------------------------------------------1 1 I A6 -------------------------------------1 � I \-------------------------------------1 \-------------------------------------J Existing Foundation Wall REV.: Existing Foundation Removed DATE: SEPT 30. 2020 SCALE: 1/4" I'—O" •' • a ' ••'• New Foundation Wall C JOB NO: w202004 A6 DRAWING NO. FOUNDATION PLAN a/- A2 OF Al c A6 FREDERICK 4° 22,_8„ q„ ROBERT WEBER 2,_0.. 6,_6,. 2._0.. 1,_4, WINDOW SCHLDULE ARCHITECT Unit Model R.O. �png Egress New: ® ADH3250 V-2"x 5'-0" Fireplace Yes _ _ _ `r © ADH21050 2'-10"x 5'-0" No TVbo e I I i Elecitric Panel o10 L / o Stone He rth I r _ _ I Storag HO ' -I- - - - - - r - - J I APW8050 8'-0"x 5'-0" No I I I I r 1 (Existing I Remove Exiting i Reclonrigured Png•) Tre Be ms (TypJ I Kitchen Ca4ints IA NDRY `�' Sink O O APW4050 4'-0"x 5'-0" No ------- ---------y------------t--- ... - ---------t------ v n ------- ------------------------------ ----------- ---------------- - I I 4" I e'-2" ----;- �I II O ADH2650 2'-6"x 5'-0" Yes w W A Reconfigured u7I 1 I InlExstne II CounDte;,rtop A O ADH1834 1 —8"x 3 -4" NoSITTING A`" A6 Doors t 6 Wall', ; uO AAN2020 2'-O"x 2 -0 No -------- _ --- --------�-- --- I. - - - - - --- 30 o1 oIAH21040 T-1 "x 4'-0"f No T \\ _� Existing 4 -� i i I I - \�` qnk JO ADH2440 2'-4"x 4'-0" No Al Door Opn tr q -8 q„ 1. -6' T" 3'-0'1 " 28 - AI A6 -----_L-_-- .¢� A6 KO ADH2O40 2'-O"x 4'-0" No 00 Be ch/ I CL. 1 \ `" ' © ADH1830 I'-8"x 3'-0" No w `r rho st - - - - - - - - ,I �� C ,4TS o I_ - B N Hoo s Drop Beam 11 I= °�� 2'-10" 4" �., 3 -8' 14" ) (Exist. Opng.) a- A6 — ----------� -T I - MO ADH1844 I'-8"x �4'-4" No 30 0 k�\ Micro ATAD2658 2'-8"x 5'-II" No 17'_8° iv iv 5'-0" q" 10'_4" 2'�O" =r`' epng') `1' \\' j ® � © T-Ox 2 -8° 2' Existing No i� _ = BEDROOM 2 Opening/own © ACRD20 2'-0" (Round) No ---------_� evisq ng.) K Island , % II IO I_______TO 9 x3 ' k`\ iJ-- 11 - Model Numbers Refer to "Andersen" A-Series, PG50, z Existin I - - - i FRONT I�ORCH I ' ......... S k u Low-E4 w/Argon Glass, Simulated Divided Light Ia z T Ln . i 11 ---�,-\--L Ln _� I � I Reco figur d i ii 11 Existing `� I I ;n I , I I I ;, IIII , "Bi1co" I DOOR SCHFzDULE 9' O O KITCIHEN �, - it - 1 i ----------- CN TLn L^ Unit Model # Width t Height Remove xistingLn `" C Soffit, Flush Front Doors w/ 5rdeli hts 3'-0'x 6'-8" (Door) �, ; I Frame Header Ref. pening O "Simpson" g (2) I'-2'x b'-8" (Sidelights) C 1 _1, qI 11 -5 I q, 3, 3 _q.. 3._q.. IV O0O = xisting , o "Andersen" FWH1031611AL 3'-I"x 6'-Il' , , , 30" _ ,In Frenchwood.Hinged Inswing Patio Door (R.O.) DRAWING TITLE: (Exist. O n JFOYER111P 9 6'-9" qE�,2,7- -l" 9" - -i- - _� DW _�_4 Si k- - - ___= I P ntrg "Andersen" FWHID31611AR 3'-I"x C-11" Renovate Frenchwood Hinged Inswing Patio Door (R.O.) IST FLOOR Bathroom CL. Drop Beam -- CL. v \ C6unGe�bp _! I i `\\ 4 Simpson 1224 (Right Hand) 2'-8"x 6'-8" (Door) d 30„ Remove \`281 _ i ew Drop Hbader 1 I _\ O (9 Pane Glass-Top, I Panel-Bot.) Swinging Door; O - - r H6 -r - 5 "Andersen" FWHID21411AL 2'-1"x C-Il" 9 g 2'-8" I - 3'-8" 2'-8" O Frenchwood Hinged Inswing Patio Door (R.O.) New Pocket 28 Exp d bower = g g Door _ - _Remove Existing _ _ ; New 28" 2811 24 Existing F O0 6 Fireplace%Chimney Pocket Door 1BATH 2 (Exist. Opng.)Ln — O I Hearth (Remove Existing * Verifg Operation Existing Linen i rn I -- -- Swinging Door) O JOB: aiv ® I Existing ---j (Close Down i BEDROOM I ExistingOpen toll SHANNON RILEY Remove RESIDENCE Co -a = a Opening/ I _ airs Existing - ; Existing Center Under! -m Above LIVING ROOM 'v _ _ 2950 VAN5TON ROAD 2nd Floor I __ I I I Window, i Projection) I - --- I I M ,,-, O -3'-0"- 2 -4 I I I I Patch in �_, (NASSAU POINT) ' �' I I I Opening CUTCHOGUE. NY _____ II W I I LU °i i Renovated TOWN OF 5OUTHOLD ----- I 5CTM# 1000-III-05-1.2 __ I 0 1l DINING ROOM .. 9'-10., q„ -----� I 24'-10" ARCHITECT: L —_ ——— Ln — = 10'-3" 14'-1" '' ',— FREDERICK R. WEBER �i -1 41 EAST MAPLE ROAD it 3O GREENLAWN. NY 11'140 L-------------------- I C 52 NOYAC PATH - WATER MILL. NY 11914 (Existing Opng.) i (Revise Oping.Y. (Revis,t Opng.) (Revise Opng) TEL 431 154-5555 „: , O rweberarchitect9gahoo.com 2'-3 1/2" T-10" T-10" )I 0 1/2" 3'- 8" 8'-0" 8 31-011 41-911 - xisting i (Re se Opng.) 1=R�41'�INC� NOTES: 2,_3„ _O. 25'-O" of PORCH O SEAL: r ouse r,. ' (Revise Opng.) ._' I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Existing��O O O ,� �p Columns `-------------------------------- 2. ALL SHEATHING TO BE APA RATED, EXPOSURE: I, 5/8" MIN, THICKNESS OR AS NOTED. Line of Deck Above (Existing Opng.) i B 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A6 2'-8" 5'-4" 2'-8" Existing 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. DECK ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. y 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. PROVIDE 2" SPACE: FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 24'-10" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. KEY: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Existing Frame Wall REV.: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Existing Wall Removed DATE: SEPT 30. 2020 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, New Frame Wall SCALE: (/4" I'—O" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A6 JOB NO: w202OO4 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. DRAWING NO. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A3 IST FLOOR PLAN of Al o ' C A6 FREDERICK ROBERT WEBER WINDOW SCHEDULE ARCHITECT Unit Model # R.O. Ar g Egress ® ADH325O 3'-2"x 5'-0" Yes © ADH21O5O 2'-10"x 5'-0" No © APWBO5O 8'-0"x 5'-0" No Q APW4OSO 4'-0"x 5'-0" No O ADH265O T-Ox 5'-0" Yes W J( A A O ADH1834 1'-8"x 3'-4" No A6 A 6 O AAN2O2O 2'-0"x 2'-0" No Q ADH21040 2'-10"x 4'-0" No N Al07 JO ADH2440 2'-4"x 4'-0" No flc AI A6 A6KO ADH2O40 2'-0"x 4'-0" No k W 46' 0° LO ADHIB30 I'-8"x 3'-0" No EXISTINGOOP A6 Q ADH1844 I'-8"x 4'-4" No ~ ATAD24S8 2'-8"x 5'-11" No © ADH2638 2'-Vx V-8" No i 0 Roof Below ,' © ACRD20 2'-0" (Round) No Gable Model Numbers Refer to "Andersen" A-Series, PGSO, +sig i Low-E4 w/Argon Glass, Simulated Divided Light O TIM O 1G —o DOOR SCHEDULE �- (New Opng.) III- - - III ;�.. (New Opng.) `� i Dro i ,' ac i - - - - - - Existing -------- Hanging ,' Unit Model # Width t Height LINEN CLOSET ---------------" �s I Built in -� Existing O Front Doors w/ Sidelights 3'- 0"x6 '6--II'8' " (Door)Couner\ f� w "Simpson" (2) I'-2'x L-8 (Sideligh_Removets) Now Existing CI 'I 0' kf ells "Andersen" 3_O TH 3 FrenhwoodHinged nswg Pat Door R 0.)`' ist. Opng.) DRAWING TITLE: 28" .Floor-Oer," Remove _ "Andersen" FWHID31611AR 3'-I"x 6'41 --- Floor Opening irExrsting - - r- 4° 1,_10„ 24" i� ,;' O Frenchwood Hinged Inswing Patio Door (R.0.) 21�1D FLOOR o New N4w,f3o r iC4m - i IExi t. i ` I'-10" -J CL � , - - - - - - -- - - - - - ��\\ i iAt is . � Remove Door. 4 "Simpson", 1224 (Right Hand) 2'-8"x 6'-8" (Door) --- s i i I Ac ess� ��? Patch Opening p. +�1'N O (q Pane Glass-To I Panel-Bot.) 6, 4 24" S; , ExistingRemove Doo , New Doo 3'-C, FrenchwoodnHin edHlnDswr 16Patio Door R.Op) 6'-II" Doors 1> UPPER HALL Pitch Opening �� g g � X30"_ �� Relocate �> � Remove Door, 30" °0 Existing misting i Patch Opening g � ______ _ \Enw Exist. Ridge � * Verify Operation BEDROOM3 -3_L ' i i �xistrng JOB: O �� Sh we i %r Remove Door. Is I SH,4NNON RILEY �y , i m MAZER BEDROOMC14 W (Expand os e� i Patch Opening 0 enrn / 5�' oo °,— _ Cente9ln __ � Exist. \�+�� ' ii = oo ` �` iii Patch RESIDEI�ICE 2nd Floor p 2a i� �,���� u, / I'-10" i \+UD ��` iii Existing Protection) — �O i Oen Opening 2950 VANSTON ROAD to Below ' R vete (NASSAU POINT) W ® +`yip ,� `'' ` ATH 28" New Door `� �i CUTCHOGUE" NY / ® TOWN OF SOUTHOLD 4" " 2'-3" 3'-2" 4" 8'-I" 4" I8'-O" ` 4" �^ SCTM 1000-III-05-1.2 i I ` -s , � �,}� �� \eo,�� (New Opng.) ( d J43 s1011 \1\ ` s - - J U, ARCHITECT: _°° I �I ��y ,� I FREDERICK R. WEBER i `� ,� I i L J - I 41 EAST MAPLE ROAD _ _ _ _ ` _ _ "- ' X I GREENLAWN. NY II'140 T" 52 NOYAC PATH © © ® ® ® ® © WATER MILL. NY 11916 (Existing' Opng.) (Existing Opng.) (Existing Op g.) (Existing Opng.) �i Exist. Octagon TEL 631 154-5555 T-10" 2'-10" 3' 2'-10" _ 2'-6" 2'-6" 2'-10" 2'-10" �\ fweberarchrtectwyahoo.com Existing i En i DECK �. ,, 2pai SEAL:FRAMING NOTES: - ,(Expand OpngJ ( d Opng.) I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER �`__ OD 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. B (Existing Opng.) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A6 d d 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. r ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. 8'-2" 8'-2" PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 46'-0" KEY: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL AND PLATE, ALL EXTERIOR NAILS SHALL BE GALVANIZED. Existing Frame Wall REV.: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 0 9 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Existing Wall Removed DATE: SEPT 30" 2020 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, --- -= New Frame Wall SCALE: 1/4" I'—O" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A6 JOB NO: m202006 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. 2ND FLOOR PLAN 0A4I/4„ = 1,-0„ z OF Al FREDERICK a ROBERT WEBER ARCHITECT -------------- ---------- ------ ---- --- --------------- ----- -------- ---- —•————————— — —————————— ——— —————— —————— - 1I I I I I 1......... . . .........I. ...... . ...... ...... . . ...... . .... I I I I I I I I I I I I ® ® I I I I I I I I I I I I I I I I o o o 04E4 I I IrM n n n n n1iiiiii n n n n 11 i n n n In Ih1111 n n n n r IrT, - w II 1 1 New Red:Cedar I I I I I I I Q I I Side Wall:Shingles = I II 1 _ II . .........l.l...................... ... I. 1......... Newl Double-Hung I & Aldning Windows41_0,1 81, 4" I w/ 51/4 x 4 I I� Casing ' , I 11 1I 2._ j IT-0 1/211 X31_011 811 8 1, 811 31_011 4'_q" i -8' 5 - 2 _ I II I � � I - ------------------- ---------------- ---- ------------ ---------------- I I r-L 1 1 O I 1 I I WEST ELEVATION � DRAWING TITLE: ELEVATIONS 12 JOB: (Existing) -41 SHANNON RILEY ---- RESIDENCE OC 011n -------- 2950 VANSTON ROAD (NASSAU POINT) ` CUTCHOGUE. NY 0I ZI -- --------------------------------- - '- ---- ---- - --f—__— ----------- —_________ _ _------________ — __a�_—T) ------------=-- TOWN O SOUTHOLD ---------- -------- ------ -- ------------ -- -- -- - ----------- - - -- T --- - --- ---------------- SCTMu 1000-III-05-'1.2 i I I I I I II I I ISI ARCHITECT: 11 I G I I iI G G IMP---------- ---- -- -- ------ ------------------- ---- - I I III FREDERICK R. WEBER I I I I I III 1d e ear �' M M 41 EAST MAPLE ROAD New e e dr I I III Side Wall Shingles O GREENLAWN. NY 11140 I Side Wall Shin Iles I O O I � II �' � - I I I III100I " 52 NOYAC PATH n n n n n n n n i n n n n n '' � WATER MILL NY 1191E I INew ou e- un New R!d Cedar = I I IAwning mows ' bide Wall 5hinqTei TEL L31 154-5555 ' I-- 5_1A / I - - _ _ - - - ` - - - - - - - - - - - - - - - - - - -' fweberarchltecteyahoo.com --- ---- ------ ------ -- ------- -------- ------ ---------------------- ----- --- - - -- - --_�__ - --- - - - ----- SEAL: New Shingle Flare :., T 9 rt��- � � New"Belt" Crown ........ I I .. ................... .. . .......... . e "Belt" w/ Crown �� ° B ..............'— 11... ......................... . ....... F - 1 11 1 ... . 1, Frieze Bd. ....... . .............................I.I..... 2 -8 11-I - - -II I/2' '-8" III" " �T2 - I _ Brackets e J— G Cs 1 Floor G 1 i Brackets » Existing 2nd I - Existing 2nd Floor I I �1 111 _011 9 �- I Projections O Projections I i„ I I I I . I I II II II New Red Cedar I I I I I I Side Wall .5hinglen =1=------ --- ----- - __ _ - -- -- -- --= - - �______® -_-_--®==u--- --____ _====� I - I \ New Shingle Flare - ---------- -- -- ------------ ------ -- -- -- -- -- -- -------- ------------------y -------------- I ---------------- ----------- �-- _ _- ------ ------------- 8BaseofFrameWall ty-- --,IIT- -� - = F�- I I -� - ------------- rJllt� 4 I I L --------------- -----=--fi-----:-----rt-------- I-' I I ---------------------I---------------------- I I ---- I I I I REV.: ----------- -- -------- ------------------------------------------ I I I i r IL I I ------_. I I I I I I I I I I u----- i t I I I DATE: SEPT 30. 2020 I I r- I L_ I I I I L_� FL__J L_1,1 --------------� SCALE: JOB NO: w202004 �-IT------------r-r1-. --- L_J I I NORTH ELEVATION- EAST ELEVATION DRAWING NO. A5 OF Al Existing 2x10 Ridge FREDERICK ROBERT Existing WEBER 2x8 R.R., 16"oc M ATTIC ARCHITECT Existing 2x8 C.J., 16"oc iv Existing Existing 23'=6" ^ 2x6 R.R., I6"oc C Closed Cell Spray 2x6 R.R., 16"oc Foam Insulation (R39) O O "Sister" 2x8 R.R. OD co AT71C Alongside Existing ATTIC 2x6 R.R., 16"oc �+ BEDROOM 3 BATH 3 W 8 �011 New 2x8 "Interior„ Rarters, 16" oc Existing 1x6, 16"oc I'-0" ,::'" Raise Ceiling 1x6, 16"° 2x12 F.J., 16"oc _ 2x6 :C.J., 16"oc to Underside sten Reduce Overhang Existing Plywood Reduce Overhang of New 2x8 RR to Raise Fascia Bd. _� to Raise Fascia Bd. r- : — __ _'_ ___ New 4x6 Tie, \ _mow Double 2x8 RR -mow y/ Each Side: 4" 2'-10" 4 3'-8" 4'-10" 4,1 21_011 4,1 131_6" 411 8'-2° 4,1 COATS . POWDER 1 N LAUNDRY -� SITTING _ CL - cn u� SITTING _ Ln Ln 14) I W Q7 r W O00 r 22':-0 21'_ �' (21' 1 10 BEDROOM I BATH I F--4 ") - u U Existin E fisting New �, Existing 2x6 F. , 16"oc 2x F.J., 16 o (3) 5 1/2" LVL 2x6 F.J100c �^ CRAWLS 811 61_0,1 8" CRAWLSPACE 811 8" 22,701, 811 O -� r`----` rr-I I I I I ----- - r-�-----, z 231_41, L 231_411 23'-0" n V 1 SECTION AAI SECTION AA_ SECTION BB- DRAWING TITLE: 5ECTION5 Existing 6 2x10 Ridge Existing 2x8 R.R., 16"oc AT IC JOB: II II _ Existing 5H,ANNON RILEY 2x8 C., 16"oc RESIDENCE 2950 VAN5T6N ROAD `~ (NA55AU POINT) CUTCHOGUE, NY I _ TOWN OF SOUTHOLD 2 611 3 SCT 1000-111-05-1.2 M 77 I � �� II I� II IIII n II II II II II I I II II II II IIII II II II II 11 II MASTER BEDROOM °D CLOSET II II II II IIII II II II II II I ARCHITECT: II II II II IIII II II II II II II 411 18'-5" N4" 4'-1" 4" IIein Int J� IIII II II II II II II 4-i r +rGa��e EI�dl nil II II II II II II I u n l l n II II II n FREDERICK R. WEBER DECK Existing A IC I Wallli Il II III II II II II II II 41 EAST MAPLE ROAD = 2x12 F.J., 16"oc (2) 9 1/2" 113 I/�" Clo�edllGa��l Spry II II II I II GREENLAWN, NY 11140 I r LVL Hdr o Foaml Insulation l l(IR22)I 11 II 11 11 11 52 NOYAC PATH -nl— - 4 - ?Ih ++Ir - 4 - —IIT It- —IIT - WATER MILL. NY 11914 MFTtil— — it New (3) II 1/8" LVL Remove SoFFlR-New I New (2) TEL 431 -154-5555 II " VL �4� es w/ 2x8 R.R. Stl. :Flltch R " „ (3) I6" LV Hea er I ate on ter i e Pweberarchitect6gahoo.com 6' 4" 22'-4" I 4 I Hdr, w/ (2) 15 1/2 I >E Strapped Ir o Wall R Stl. Flitch R I Q7 II I • IL Front Wall—. � I SEAL• LIVING ROOM I of House (±) I I KITCHEN I SITTING I o 41, 161_311 II I6'-1" 411 ry Existing r I Existing l� f 2x6 F.J., I c I I I 2x6 F.J.. 16"oc CRAWLSPACE 1,_411 81_3,1 - i BASEMENT I I 8" 331-011 I I 8" 15'-0" 811 REV.: I I I DATE: SEPT 30, 2020 I 1 I I I 1 SCALE: 1/4M f- I'-ON I I I I I 1 M JOB NO: w202004 DRAWING NO. SECTION CC. 6- OF Al SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x L TIE 19 EACH RAFTER REDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter (Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot w Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 19 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 19 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud w 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d WALL PLATES Q per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endfoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP (J PLATE. 4 - Sd NAILS FLOOR FRAMING • TYPICAL W MST31 METAL STRAP Joist to Sill , To Plate or Girder Toe-nailed 9 JACK POST P ( ) 4- 8d per joist MST21 19 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 1948 O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 1932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot DOUBLE TOPS ROOF SHEATHING ~ PLATE PLYWOOD SHEATHING TO OVER LAP BOX HEADER 2 x 6 1916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 19 32" O.C. of panel O Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support ," x ,0" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING �j Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA I8-z W/ WALL SHEATHING (6) 8d NAILS TOP t BOTTOM 19 32" O.C. Structural Panels 8d (see table 3.9) v 1 _ SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOPE l0 8d NAILS TOP t 7 /16" 6d 3" edge/6" field BOTTOM 19 32" O.C. = BOTTOM 32" O.C. 25 /32" 8d 3" edge 6" field FLOOR JOIST - - - 9 / I /—NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8d NAILS 4„ O.C. •;j'L :....'..:.. .:::.-.. .,..,;.:..::•..:: :,::t':.;.:...'�''.:•'`.�:;.�''...:.'. =_ :;.'.•r� i<_�. Gypsum um a lboar d 5d 7 edge e /1 0" field l d DRAWING TITLE.:; . (SHEATHING TO LAP SILL PLATE) see table Panels 8d CODE DETAILS Diagonal Board Sheathing Hardboar2 US d 8d (see 3.9 (2) 2 x 6 SILL PLATES COPPER TERMITE SHIELD ACQTREATED. w/ SILL SEAL (TYP.) j 1 x 6 or 1 x 8 2 8d per support t ^:jet .�: ..�•:�•' „ „ PP . :- x o wider 3 - 8d Per support FOUNDATION DWG. {::•, FOR DESIGN/REINFORCING r.,:�• FLOOR SHEATHING EAT I H NG l Structural Panels 5/8” x 16" A.B. 1932" OC. 1" or less 8d 6" edge/12" field w/ 2"x7x3/16" WASHER. greater than 1" (HOT DIPPED GALV. OR g 10d 6 edge /6 field STAINLESS STEEL) Diagonal Board Sheathing ISOLATE WASHER FROM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x6" JOB: "or 1"x 8" 2 - 8d per su port SILL PL W/ FELT STRIP 1 x 10 or wider P SHANNON RILEY 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 2950 VAN5TON ROAD 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall (NA55AU POINT) be doubled , or alternate connectors , such as shear plates, shall be used to maintain the load path. CUITCHOGUE. NY 2When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTM# 1000-III-05-1.2 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: 52 WATER MILL, THII9IL GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectagahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING ARFAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 1914" O.C. EACH END 1916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH -- 1 1/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B FDN. 1916" O.C. w/ 5-8d COMMON NAILS IN EACH END 1916" O.C. NOTE : l f ALL NEW WOR '� �.• K TO BE DONE IN ACCORDANCE J DESIGN CRITERIA: WITH NYS CODE REQUIREMENTS LISTED - . C C •• • ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ON THIS SHEET AND APPLICABLE . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. ,'•, ^' y,'•< EXISTING WORK TO REMAIN " AS IS " . 2'-0" MAX. . WINDOWS - GLAZED OPENING REV.: if.�•'.r4.�?4 Yp k T-0" MAX. •U,G,,t• 4.�i.. 2 3d COMMON DATE: 5.EPT 30, 2020 NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE: 1/4" - I'-O" , rte=•. .- E 19% AND OF ASTM E 188L REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: 1920200E RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS , rM OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2 u8 WOOD SCREWS, 16 OC DRAWING NO. FOR SPANS UP TO L' AND 12" OC FOR SPANS BETWEEN 6' AND 8' CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A7 OF Al c A6 FREDERICK ROBERT WEBER WINDOW SCHEDULE ARCHITECT Area Unit Model 4 R,o, Opng Egress Existing Opng./Hdr Existing Opng./Hdr. New 1 1/2" LVL Hdr. ® ADH3250 3'-2"x 5'-0" Yes 9 1/2'! LVL r_ _ -I_1_- ADH2105•0 2'-10"x 5'-0" No I I I I I I I . rT, LL _ -I- - - - - - - - r - _ s © APW8050 8'-0"x 5'-0" No Existing 2x6 RIR., 16" oc I Exis in x6 R.R., 16" oc o New 4x6 CIg_ file I i i � O APW4090 4'-O"x 5'-0" No m ----------------- -----------fi------ z --------------------------------------- X ADH2650 T-6"x 5'-0" Yes W w l i - - - - Irl WI I z IIII Countertoo A O ADH1834 1'-8"x V-4" No A6New 2x8 R.R., 16" oc I Ww-2x8 R R.l 16 oc I I I1 bL A6 F--4 I II I IovPi) i T� 11 -_ -_ I „' Di I Q AAN2020 2'-0"x 2'-0" No V 1 ------------------- ------------ ------ II ii = ADH21040 2'-10"x 4'-0" No I i u I I T \\ Al i I i i _ j \� - - - _ Al ADH2440 2'-4"x 4'-0" No - - A6 ----------L---- i I I o A6 KO ADH2O40 2'-0"x 4'-0" No - - - - - - - - - ,I \\ -1 -- -----1- \ X O ADH1830 I'-8"x 3'-0" No B (2) II 1/8" LVL HdJi(Drop) \\\\ ( 1 u' L:N!w -------- O ADHI84.4 1'-8"x 4'-4" No ~'I k Existing 2x6 R.R-°16" oZ,> I Exist g 2x6 R.R., 16" oc = O ATAD2458 2'-8"x 5'-11" No ExIS mg:12x .J, 16" oc o © ADH2438 2'-6"x 3'-8" No i a, O -'� - © ACRD20 T-0" (Round) No -- ----- Existing Opng./HdrZ I -Fxisti��ci�d�to Remam_ _ Existing I - -- I \\� iii Model Numbers Refer to "Andersen" A-Series, PG50, o i FRONT I,ORCH RDeomppov i Low-E4 w/Argon Glass, Simulated Divided Light 9 _5, I. O.. �r ' Soffit -73 --, Ln I 4x6 it �= I1 I \\ it m III =^� \`� �? 1 III y ' I I ;n I Beanng i� �� SEZ Q, a \`I DOOR SCHEDULE Z_ . I I � - 4X6 O a i� -I Existing Opng./Hdr. �� � O (3) I6" VL w/ (2) 15"x I/2" �tl. latch �' (Flush) 1 -It _ Bearing '� O - o -----------Lx I--- ------ ---------- .—.—. —.T. -1- \ o 100 I Unit Model # Width t Height 1 Bolted Angle = O C14 I Connection i \� O Front Doors w/ Sidelights 3'-0"x V-8" (Door) "Simpson". (2) I'-2'x C-8" (Sidelights) "Andersen" FWHI03ILlIAL 3'-I"x C-II" Q, I01 — r,-� i i z Frenchwood Hinged Inswing Patio Door (R.O.) DRAWING TITLE: "Andersen" FWHID31611AR 3'-I"x CA* ( - \ Frenchwood Hinged Inswing Patio Door (R.O.) 2ND FRAMING Existing Opng./Hdr_- r2=_ L - _ - }�---- "Simpson". 1224 (Right Hand) " (IST FLOOR) —' I ® (9 Pane Glass-To I Panel-Bot.) 2-8 x 6-8 (Door) i (3) Ili1/8"ILVL m/ (2) II"xis/8" SLI. Flitch E (DropZ�'X ) 1 = p' !3erarin - - - 1 - - 1 - - - 4x6 5 "Andersen" FWHID21611AL T-Tx C-11' i � Frenchwood Hinged Inswing Patio Door (R.O.) i 5 Bearing a I 1 - - - - - - - - - - -- 6 I 2 0 jw * Verify Operation -- -- --- I I o 0 SHANNON RILEY RESIDENCE r,.l.. I L I IL Q i _____a I I cv i r,, o II 12950 VAN5TON ROAD ,c, X o iii (NA55AU POINT) CUTCHOGUE. NY LU ___ _ I I = I I TOWN OF 50UTHOLD K X > i l i 5CTM# 1000-III-05-1.2 ---- I II U W L III I -1 I• ao I•I -----i Lz. -JI I I ARCHITECT: - H-_\ 0 FREDERICK R. WEBER 41 EAST MAPLE ROAD PROVIDE "SIMPSON" PHDS-Z HOLQ-DOWN FROM STUD WALL/WALL PL. �' GREENLAWN" NY 11140 TO FOUNDATION WALL —•—• --------- 9 -p 9--- New (2) 9 1/Y LVL Hdr. I _w (2) II. lfS"LV Hdr..-.-NEw 12_)x1 /3"_L _L_F+dr� — — NOYAC PATH Existing 0 n ./Hdr. - - - - - - - - - 2 PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL WATER MILL. NY 11916 I - teTEL 631 154-5555 )� fweberarchitectmyahoo.com Cj Existing FRAMING 'MOTES: SEAL: 25'-0 PORCH I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Existing "-•—'—'—' __---_-_-- �� tid Existing Opng./Hdr. Columns `-------Cristin�-Gi-- ---- ain _ J 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. Line of Deck Above 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD A6 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Existing 1` 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. DECK ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. _ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING ,AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. REV.: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O,C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: SEPT 30. 2020 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, SCALE: 1/4" 1'-0" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS C SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR A6 JOB NO: w202OO4 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL. PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS e 24" O.C. DRAWING NO. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. S1 2ND FRAMING IST FLOOR PLAN of 52 0 C A6 FREDERICK ROBERT WEBER WINDOW SCHEDULE ARCHITECT Unit Model # R.O. Area Egress png ® ADH3250 V-2"x 5'-0" Yes © ADH21050 T-10"x 5'-0" No © APW8050 8'-0"x 5'-0" No TW V O APW4050 4'-0"x 5'-0" No Q ADH2650 T-6"x 5'-0" Yes W A YAA %6, ADHI834 1'-8"x 3'-4" No A6 A6 T~�� O AAN2020 2'-0"x T-0" No V 1 O ADH21040 2'-10"x 4'-0" No 07 0 I Al o AI Q ADI-12-4-40 2'-4"x 4'-0" No A6 A6 KO ADH2O40 2'-0"x 4'-0" No ui ADH1830 I'-8"x 3'-0" No EXISTING O0F F"---I A6 MO ADH1844 I'-8"x 4"1" No NO ATAD2458 T-8"x 5'-II" No © ADH2938 2'-6"x V-8" No \ i i Roof Below ® ACRD20 2'-0" (Round) No \ Gable ' Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light New (2) x10 Hdr. `� \• I'-0 New (2) 2x8 Hd . New (2lu ) 2x8 Hdr. iDro DOOR SCHEDULE Tn X CZT - -- - - - Width t Height � I � Unit Model �i - ---------------------�� ` 1 ° � ° , OFront Doors w/ Sidelights 3'-0"x 6'-8""(Door) Remove°° Exstng CI +`�/ ° Simpson (2) I-2x L-8 (Sidelights) ails `'� I - `; iI "Andersen" FWHID31611AL 3'-I'x 6'-11" ri i II n1 I O Frenchwood Hinged Inswing Patio Door (R.O.) DRAWING TITLE: �; �♦ - - ♦W Remove "Andersen" FWHID31411AR 3'-I'x 6'-II" Z - - - - � i'-Existing - i �� \ O Frenchwood Hinged Inswing Patio Door 1R.0.) ROOF FRAMING X i Chimne I Exi t. I x ---------- `♦ ��� �� i t i IAt is I ♦Q ,� 4 "Simpson", X224 (Right Hand) 2'-8"x 6'-8" (Door) (2ND FLOOR) �` i O (9 Pane Glass-To I Panel-Bot.) ♦�� ,'' w ° I-- a Ln w o �,�,� "Andersen" FWHID21411AL 2'-1"x 6'-II' O Frenchwood Hinged Inswing Patio Door (R.O.) ♦ U U , �♦ � �� ao Existing 2x6 "Strongback" bove �♦�+, -�---I_____ c __ Exist. Ridge �, * Verify Operation V- \ I I \ /i' ♦ JOB: a w I I o w SHANNON RILEY = Exist. Rid e♦ ' I I = � ♦ tt♦ ii i RESIDENCE mea, I `� 2950 VANSTON ROAD � ,' c ♦� (NASSAU POINT) �y� I ,' � � `� CUTCHOGUE. NY X ` TOWN OF SOUTHOLD 4" �, 8' S" 4" 8'-I" 4" �, 18 -O" 4" U_j0 5CTM9 1000-III-05-1.2 — X i i N ♦�`\'s w i �a�`�, `� -_- w ARCHITECT: 721 ♦,O// \ y♦ i 11 I _ ( I �♦ �= I FREDERICK R. WEBER .� I ♦ J � , I � ♦s� � I „ "' I ♦ I _� 41 EAST MAPLE ROAD PROVIDE "SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. w I ` `r Existin " I (2) 2x12 Hdr. GREENLAWN. NY 11140 TO FOUNDATION WALL - - - -