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HomeMy WebLinkAbout51930-Z TOWN OF SOUTHOLD M BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51930 Date: 05/19/2025 Permission is hereby granted to: Stephen Haratunian 21 Middle Dr Manhasset, NY 110301414 To: construct accessory trellis/pergola and reconstruct portion of existing swimming pool fence as applied for per Trustees and ZBA approvals. Two CO's will be required simultaneously. Premises Located at: 1205 Soundview Ave Ext, Southold, NY 11971 SCTM# 50.-2-13 Pursuant to application dated 04/08/2025 and approved by the Building Inspector. To expire on 05/19/2027. Contractors: Required Inspections: Fees: Pool Fence $125.00 Accessory-New Structure $240.50 CO Accessory $100.00 CO Swimming Pool $100.00 Lotal $565.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT ¢" Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a Telephone(631) 765-1802 Fax (631) 765-9502 1�1t s.// ., tl oIdlow inn .�'tyv Date Received APPLICATION FOR BUILDING PERMIT ECEE VE U0 1 For Office Use Only APR 8 0 PERMIT NO. Building Inspector; Applications and form uilin' Damer�l~ pp s must be filled out in their entirety. Incomplete Town of oulol applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: March 12, 2025 OWNER(S)OF PROPERTY: Name:Stephen Haratunian & Arada Haratunian scTM#l000- 50.-02-13 Project Address: 1205 Soundview Ave Extension, Southold NY 11971 Phone#: 516-457-5187 Email: arda.nazerian@gmail.com Mailing Address: 21 Middle Dr, Manhasset, NY 1 1 030-1 41 4 CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59dhotmail.com CONTRACTOR INFORMATION: Name: North Fork Woodworks Mailing Address: PO Box 1407 Southold NY 11971 Phone#: 631-298-7900 Email: build@ nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: bother New Trellis Structure $ 50,000 Will the lot be re-graded? Dyes *No Will excess fill be removed from premises? ❑■Yes El No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ONo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Ural Talgat WAuthorized Agent ❑Owner Application Submitted By(print name): � � ��Signature of Applicant: "' -�.. Date: Z -05; STATE OF NEW YORK) SS: COUNTY OF<iJ�i-v I ) Ural Talgat being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Architect (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this .� .,._ �.( day of ;.Y 20 2 ��. Otary Public lM&Y Public,611elo of NO WY" NatMCs34nN (Where applicant ant is the Mod inAUTHORIZATION., ( p owner) Arda Haaturn'an 1205 Soundview Ave Extension r I, residing at Southold NY 11971 Ural Talgat do hereby authorize to apply on my behalf to the Town of Southold Bulldl +apartment for approval as described herein. Owner's Signature Date AraAa Haratunian Print Owner's Name 2 Albert J. Kru pski, Jr. STORIM[WA�C']E][� : SUPERVISOR - MANAG]ENHENT ,' � OQtHOLD'T'OTr I HkLL:P.O.Box 1179 53095 Main Road-SOUTHOLO,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) II - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Ural Tal at Date: rvw,r 4 / 9 / 2025 Contact Information: on: ural59 hotmail.com 631-477-8963 (-Mail&Telephone Number) Property Address / Location of Construction Site: 1205 Soundview Ave Extension S.C.T.M. #: 1000 Southold NY 11971 District 50 02 13 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Re wired 1 - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town EngineerinZ Department Prior to Issuance of a Building Permit. X1) r � Reviewed By: �F Date: L FORM # SMCP-TOS December 2024 Rt, cet' ved V l ) Glenn Goldsmith,President ��. „ �1� a Town Hall Annex < - 54375 Route 25 A. Nicholas Krupski,Vice Presidentm i P.O. Box 1179 Eric Sepenoski ' Southold,New York 11971 Liz Gillool Y Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10745A RVIldfng D P rtMent Date of Receipt of Application: February 19, 2025 Tow"afS uthold Applicant: Stephen & Arda Haratunian SCTM#: 1000-50-2-13 Project Location: 2105 Soundview Avenue Extension, Southold Date of Resolution/Issuance: March 19, 2025 Date of Expiration: March 19, 2028 Reviewed by: Board of Trustees Project Description: Construct an 18.5' x 12.5' trellis; add an additional 379 sq.ft. of precast pavers to existing paver patio; construct pool fence; with the condition to establish and perpetually maintain a 25' vegetated non-turf buffer along top of bluff. 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 Ural Talgat, Architect, received on March 21, 2025, and stamped approved on April 2, 2025. 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 from any other agency.Afir: 'e L Glenn Goldsmith, President Board of Trustees X157 :6 RESIPENGE TO REMAINL7AII10VID COASTAL EROSION HAZARD LINE AS SCALED FROM liOW PHOTO No.56-570-83 SHEET 9 OF LO 1 FT SETBACK FROM TOP OF BLUFFE S.iS-GARAGE TO REMAIN e L€• ,. 'EX S IM-5 POOL FENCE 5 Da` t XISTIS AGGE55ORY STRUCTURE "POOL HPU5E"UNDER F +i`i d CONSTRUCTION TP REMAIN _ ! / DWELLING N/F SOCOLOFF / �r I EXISTING :- 2 STORv is jp FRAME HOUSE Al soraL 25' $1 f{ io NON-TURF MUTSc. 41 i j i 4::-1:C2 M f' , O REMAIN - - 4 SHED TRELOrATO F}iA `e S`rF ME POOL TO REMAIN =-€00-FT 5ETFAGK. FROM TOP OF �Q� COASTAL EROSION HAZARD LINE AS SCALED FROM BLUFF €t€ZARO s%Rfs MAP O PHOTO�T�*�-� �q D€to PROPOSED € =.E?cl'�T F STONE wALL *�� ~� POOL FENCE sD NEW ` SITE DATA ._f PROPOSED NEW PAVING ON ,Pa g ] TRELLIS STRUCTURE GRADE 3Tq sf PERTY: 12HScuna mA•„EE I,R 251 Sf ADDRESS hltl,NY E18 .—ER: sIaP Naamnan Ad.H. gnn 2t an: OTA 1 LEST ec LOT AREA LESS COASTAL EROSION k/ CW'>`le NO n' NAIAflO AREA•39,7E1 aq.R•E.603 ec USES PUBLIC WATER SITE PLAN BLUFF IL e E E13 ec LOT AREA LANDWARD FROM TOP OF =36,MT eq. v, h%F OC7LTON, LE'CHART r flea SCALE;1"=20'-0' "'..:'f€ a. NaChm TnR C,min 111 � 9E Main R,atl L m Y,tk 99918 LICENSE p6.EA&EE6T 41 DIED:arz2na1 LOT COVERAGE TABLE y* 51TE AREA(LE55 C.OA5TAL ER05ION HAZARD AREA) NEW TRELLIS TOTAL: 2,1,1111 sF 1:F�DAOS STRUCTURE AT THE DE I<5NG-c: 1333Et 4,4'(% i,V sF HARATUNIAN POOL DECKS&?�?- N: =Gv sz CO a, RGfr sF 3.G G-AR�d'-c. 552 si 7B% 3>2 s 195R; - .:�Li5: 242 sF 0.4D% 525 s. I?>% SOUTHOLD, DATE:3.20.202E NEW YORK S/i:.-,T•4 i�aL: 722 sF 2 45% -22 f 45%12 1 I ate, a.AL.. _. B 4f 12�T% 4,a.a aAq� � [II�AL TALGAT i'-..=. x•c AF+' NftE.GT fFkTPOAT.A€AYURK#4PW3 N\1J SUILDING PERMIT SET i��LfATT BOARD MEMBERS rjfS00 Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office_Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. COf'J 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RECEIVED http://southoldtownny.gov 6 l In A " ZONING BOARD OF APPEALS N 0 V 2 5 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 oUth FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 21, 2024 ZBA FILE: #7956 NAME OF APPLICANT: Stephen Haratunian and Arda Haratunian PROPERTY LOCATION: 1205 Sound Avenue Extension, (Adj. to Long Island Sound), Southold,NY SCTM#1000-50-2-13 SEORA DBTERMINA1]DN: The Zoning Board of Appeals has visited the property under consideration in this application and detenniTICS that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SU FOL COUNTY ADMINTSTRATINV ODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 14-25, and the Suffolk County Department of Planning issued its reply dated August 16, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWR.P I-ETERMIN'.ATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 24, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWR.P policy standards and is therefore CONSISTENT with the LWRP. A 15 ft. wide no-turf buffer was required on the property pursuant to the Board of Southold Town Trustees #8745 and #8745C permits. PROPERTY FFAC FS/DESCRIPTION.• The subject conforming 70,459 square foot parcel(buildable area of 29,791 square foot) located in the Residential R-80 Zoning District. The northerly property line measures in total is 241.03 and adjacent to Long Island Sound, the easterly property line measures southeasterly 163.55 feet, the easterly at 219.50 feet, then southwesterly at 116.06 feet. The property at this point then measures northwesterly at 100.00 feet and is adjacent to Sound View Avenue,then moves northeasterly measuring 75 feet and then measures northwesterly 439.36 feet. The parcel is improved with a two-story frame dwelling and al6A feet by 22.3 'feet ,garage located southeast of the dwelling. There is 16 feet by 36 feet in-ground swirriming pool located southwest of the dwelling along with 23.5 feet by 15.2 feet one story pool house located south o"fthe pool as shown on the survey map prepared by Nathan Taft Corwin III, LS, and last revised March 22, 2024. BASIS OF APPh,ImCA"RON: Request for Variances from Article III, Section 280-15; Article XXII, Section 280- 1 16A(1); and the Building Inspector's May 22, 2024 Notice of Disapproval base on an application for a permit to construct a trellis accessory to a single-family dwelling; at; 1) located less than the code required 100 feet from the Page 2,November 21, 2024 V #7956, Haratunian SCTM No. 1000-50-2-13 top of the bluff; 2) less than the code required minimum side yard setback of 20 feet; located at: 1205 Soundview Avenue Extension, (Adj. to Long Island Sound), Southold,NY. SCTM#1000-50-2-13. RELIEF REQUESTED: The applicant requests variances to construct a trellis accessory to an existing single-family dwelling The proposed construction, on this 70,459 square foot parcel (buildable area of 29,791 square foot) located in the Residential R-80 Zoning District, is not permitted pursuant to Article XXII, Section 280-116A(1), which states "All building or structures located on lot upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows the construction at 84 feet 5 inches from the top of bluff. Additionally,the proposed accessory structure, is not permitted pursuant to Article III,Section 280- 15 which states, accessory structures on lots measuring between 60,000 and 79,999 square feet in total size require a minimum side yard setback of 20 feet. The existing construction has a side yard setback of 12 feet 10 inches. ADDITIONAL INFCJ, .I,MATIQN:_No letters in opposition were receive from neighbors. The bluff is well vegetated. Site Plan drawings of the proposed trellis were prepared by Ural. Talgat. Architect, and dated July 9, 2024. FINDINGS OFFACT/REMONS I. (7R BOARD ACTION' The Zoning Board of Appeals held a public hearing on this application on November 7, 2024, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b b °1 Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a waterfront community. The subject property is very well screened on all property lines by very mature large vegetation and the proposed trellis will not be seen by neighbors or from the street. The existing dwelling is located closer to the bluff at 45.5 feet where the trellis is proposed with an 84.5 feet bluff setback. The neighborhood contains other properties with swimming pools and similar structures, which are popular to keep the sun away and provide shade. 2. Town Law §267-b(3'}(b1(21. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed location is the only area available for the proposed trellis near the existing pool because the pool house is located at the other end ofte pool with aconforming bluff setback. The location is as far away from the bluff as it can be in order to provide a shaded area near the as built pool 3. Town Law 267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 35.8% relief from the code for the side yard setback, and 15.6% relief from the code for the setback from the top of the bluff. However, the location of the proposed trellis is the only location that is viable, and the existing dwelling is closer to the bluff at 45.5 feet. 4. Town Law 26'7-b 3 b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town. Law §267-bQ(b)(5). The difficulty has/ been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,November 21,2024 #7956, Haratunian SCTM No. 1000-50-2-13 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a trellis while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESO;1<,UTICIN OE THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan(last revised July 16,2024)and Architectural Plan (dated July 9, 2024)prepared by Ural Talgat, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. A 15 feet wide non-turf buffer required by Board of Southold Town Trustees shall be installed and maintained. 2. The proposed trellis shall remain with open walls and non-habitable. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. The Board reserves the ri ht to substitute a similar des. dl that is de rnininds in nature dr an alteration that does not increase the de ree o noncon ormi rovided de minirnis relies is r uested within one ear o the date o this decision. Any time a ter 0r1e ear the Board pray require a newapplication. IMPORTANT LIMITS ON THE APPROVAL S GRANTED,HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays andl'or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LM.TS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3)consecutive one (1) Page 4,November 21,2024 #7956, Haratunian SCTM No. 1000-50-2-13 year ternis—ITIS TRE PROPERTY OWNER'S UPON SIBILITYTO ENSURE C'OMPLIANCE WITH THE CODE REQUIRED TINE FRAME DESCRIBED.HEREIN. Failure to corn ply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Lehnert, and Acarnpora. ' slie Kanes Weisman, Chairperson Approved for filing // /2,1,,/2024 COASTAL EROSION HAZARD LINE AS SCALED FROM- EXISTING RESIDENCE TO REMAIN 0 L ..QW-N... D AREA MAP PHOTO No. 56-570-83 SHEET s of 10 100 FT SETBAGK FROM TOP OF BLUFF EXdTING GARAGE TO REMAIN 55 S 1"04' o EXISTING POOL FENCE _W 0 EXIS'TIN ACCESSORY STRUCTURE P ail "POOL HOUSE" UNDER GONSTRUGTION TO REMAIN 219.50. EXISTING S , FRAME t. C3 GARAGE10. bryQ � DWELLING S /r .•, N/F SOGOLOFF 131Qg Dept c3Fy fmm I """.'. #. .. EXISTING -. w`` a,�. "✓"� LD al 1"' M'1' N#d t 5" nx4t 2 STORY O File FRAME HOUSE 1w11 I a ...��. 15' i "•', .�, e :dPA cgxv is IN tis 41 r � RELOCATED FRAME SHED TO REMAIN 0, �b�'co *4 ���a�� n, a � ��� 1 o Os EXISTING F o r� o REGONSTRUGTED zoning POOL TO REMAIN Ord 4 � ' 'I00 FT SETBAGK FROM TOP OF w COASTAL EROSION HAZARD LINE AS SCALED FROM� • BLUFF ti y ,4A .A��-E ON HAZARD An y . A.F "..,.•." « PHOTO No. 56-570-83 SHEET 9 OF 10 PROPOSED NEW EXISTING STONE WALL POOL FENCE PROPOSED NEW ' PROPOSED NEW PAVING ON SITE ITDATA TRELLIS STRUCTURE GRADE 3-7G of SCTM# 1000-50-02-13 2�J sf PROPERTY: 1205 Soundview Ave Extension ADDRESS Southold,NY 11971 gOWNER: Stephen Haratunian Arda Haratunian 21 Middle Dr +Wy, Manhasset,NY 11 0 3 0-1 41 4 y ry /^ "+yy,,� SITE: 70,459 sf=1.617 ac ti DWELLING L 0.'"� I A A/ '.,N'• LOT AREA LESS COASTAL EROSION 3 PUBLIC �!" �. HAZARD AREA=29,791 sq.ft.=0.683 ac ✓ ES BLIC WATER / SITE PLAN p N LOT AREA LANDWARD FROM TOP OF W N F OULTON, LEGHART �� J �MA"M "�` � BLUFF=35,447 sq.k.=0.813 ac i SCALE:1"=20'-0" ZONING: R-80 SURVEYOR: Nathan Taft Corwin III N PO Box 16 1586 Main Road New York 11947 LICENSE# LICENSE 50467 ,,, "• DATED:3122J2024 LOT COVERAGE TABLE SITE AREA (LESS COASTAL EROSION HAZARD AREA) NEW TRELLIS TOTAL: 2q,7g1 sf °.-Tyr ' ,?` ........,�_ „�,�. �,�,� „ ,7�TB`k °,,, f�Z'f ,'.PROPOSED PERCENTAGE T C T 7V AT THE RESIDENCE: 1,555 5f 3,0 % 1,gOe, f 3,05 RATU N IAN POOL DECKS 4 PORCH: q06 sf 3„04% q06 sf 3.05% GARAGE: 352 sf 1.18% 352 sf 1.1851. TRELLIS: 2q2 sf 015% 525 sf 1.75% SOUTHOLD, DATE:3-30-2024 NEW YORK SWIMMING POOL: -722 sF 2,45% 722 sf 2,43% REVISED:7-16-2024 SHED 8 RAMP 133 sf 0,.44% 135 of O.45% TOTAL: 3,735 sf 12..,54% 4,31q sf 144q% URAL TALGAT ARCHITECT 436 7th STREET GREENPORT,NEW YORK 11944 Z BA (631)477-8963 S I i i v� 2x2 @ 4" OG 2x2 ® 4" OG 2x8 ® 16" OG 11 _ 2x8 (p 16' or-, I_4 (2) 2x10 BEAM I-4 I 4 (2) 2x10 BEAM L 1 r ( I Z I EXISTING -a PAYING PROPOSED NEW I AREA cz l ��4x4 BRAGS A�4x4 BRACE 4x4 BRACE POOL FENCE tu o = = I , 6x6 POST , t- bx(o PAST _. I NEW PAVING AREA ON GRADE 51cl sf I 100 FT SETBACK ROM EDGE OF BLUFF FR T ELEVATIOIN SIDE SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" EXISTING POOL I L.G.G. SLASHING TO SEAL bxb POST—///I BETWEEN BEAM AND 2x8 TYPICAL TYP I GAL EV 2x2 @)4" OG TYP I GAL n n n n Irn n in n n 0 NEW PAVING 1 2x8 (p 16" OG NOTCHED AND PROPOSED NEY4 TREL IS AREA ON PEGGED INTO BEAM TYPICAL STRUCTURE (OPEN AIR) 251 sf GRADE 5"71 sf ! EXISTING (2) 2x10 BEAM NOTCHED AND — — PAYING AREA PEGGED INTO COLUMN TYP I GAL 12'-b" 4x4 BRACE PEGGED INTO COLUMN AND BEAM TYP I GAL o PROPOSED NEW EXISTING POOL FENCE STONE WALL I 6x6 COLUMN TYP NEW TERRACE PAVERS I W/ SIMPSON RPBZ POST BASE TO MATCH EXISTING GN 4" ON 16" D I A GONG FILLED z THIK CONCRETE SLAB W/ SONOTUBE 56 BELOW GRADE < 6X6 10/10 WWM TYPICAL TYP I GAL PROPERTY LINE O x6 COLUMN BA5E TRIM TYP < � I x6 COLUMN BASE TRIM TYP ENLAR" GED SITE SCALE: 1/4" = V-0" s• 16" D I A GONG PEDESTAL W/ 4#5 VERTICALLY W/ #4 REBAR STIRRUPS ® 12" Or_. A- I So" T wrl" mum Jo%OF M N 0 rk 0 lArt s RE= ^ I wDo' rpm N 0% r� HAMATUIM IM SOUTHOLD, NEW YORK DATE: 3-20-2025 T v%ELLIS & FOUNODATIORIM0 ��10ARL; ` TAt URAL TALGAT )NOT TO SCALE ARCHITECT 436 7th STREET BzAo"a ©q�' GREENPORT, NEW YORK 11944 BUILDING PERMIT SET (631)477-8963 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Iq 01 � STRUCTURAL REVIEV�I i�Y STELE MARESG,�, PE FOR WALL OPENING PROTECTION OF 120 MPH 5-SECOND JAI I ND GUSTS 100-0-7 NEST -T MONTAUK H 1 GHNA-r-, HAMPTON E3AYs, NY I I c14& ( MAXIMUM MEAN ROOF HE 1 GHT: 55 ) SIMPSON LSTA - 20 GAGE PHONE 65 I 12a (�4e50 RIDGE STRAP ALL ROOF RAFTERS DESIGN CRITERIA 2 x b TIE a EACH RAFTER USE/OCCUPANCY CLASSIFICATION r IN VIEW OF STRAP. S i NGLE FAM I LY RES I DENTI AL DESIGN IN ACCORDANCE WITH AMERICA<N FOREST PRODUCTS WOOD FRAME ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT SHUTTER ASSEMBLY I \ \ REQUIRED - 24" FROM EDGE PRESCRIPTIVE METHOD \ N.T.S. GROUND SNOW LOAD - 45 PSF. FOR PANEL SPANS: O < 4'0 WIDE SPAN I \ \ 551-O ll MAXI MUM 25/52" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I FIRST LEVEL - 40 PSF. L.L. (OVERLAP AROUND OPE'.NINGS 4") I ° ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L. ASSEMBLY: �HURRIC AN 3CLIP USE BEDROOMS - 30 PSF. L.L. SIPSATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRE AREA WIND SPEED - 130 MPH #IOx5" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I l RESIDENCE: X SEISMIC DE516N CATEGORY - B WOOD SCREW @ lb" O.G. SIMP50N H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM WEATHERING - SEVERE #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-l/2 ( W/ WASHERS) I I RAFTER TO STUD. - 11 MACHINE BOLT ® 12" O.C, ��,- I TYPICAL ALL RAFTERS FROST LINE DEPTH - 36 - 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY \ \ I APA RATED PLYWOOD TO CONVENTIONAL LIGHT FRAME HOOD DECAY - SLIGHT EXTEND PLATE TO TOP OF TOP PROVIDE 5d NAILS a 48 O.C. ATOM ICE SHIELD UNDERLA`rMENT REOU I RED - YES \ \ I ARIOR EDGE OF ALL51-E GONSTRUGTI ON GENERAL NOTES 1 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 1 MULTIPLE SECTION ASSEMBLY: 14. THIS STRUCTURE HAS BEEN DESIGNED IN 1/4" THICK BOLTS ® 2' OG 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I I I I MINIMUM 28 DAY STRENGTH OF 5000 P51 CONSERVATION CODE. 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER To BE NOTIFIED IN WRITING OF ALL I't- 1 �'' LARCH STRUCTURAL GRADE #2 OR BETTER. GRANGES PRIOR TO AND DURING CONSTRUCTION. I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL lb. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I I I I PLYWOOD SHEATHING I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I I I I , I BOX PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE ' ( �' I�' BEAM T P OP BOTTOM. Io I I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM I I I I I SIMPSON MST2-7 FLOOR BEAMS. SPACING NOT TO EXCEED 6.0 FT. A-525 BOLTS, 3/4" DIAMETER. I I 1 1 1/2" WIDE - :20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I 111.1 11 I 1 METAL STRAP a48" OG. (b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER 1"t- l,r- VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. 1 1 I 14 DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS SHUTTER ASSEMBLY 1I 2 x b @16" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BAGKFILL AGAINST FOUNDATION WALLS N.T.S. I I I i I STUDS BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I �� LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPANS:4' OR WIDER SPAN I I I l THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE 5LA55 TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I I RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4") I ! WRAP + NAIL STRAP STRONG-BACKS o 24" oC I I - AROUND SILL PLATE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE AT ANCHOR 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2x4 1 °� BOLT SUPPORTED - Sd NAILS ASSEMBLY: I I I I SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY I). PREASSEMBLE 'PLYWOOD TO 2x4'S: # lOx3" (w/ WASHER5) GALVINIZED OR I I SIMPSON M5T27 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. ( I I/2" WIDE - 20 GAGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 5TAINLE55 STEEL WOOD 50REW @ 12�� O.G. I METAL STRAP @48" 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I°Y 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOx3" (w/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL NAIL SHEATHING To SILL PLATE WOOD 5GREW ® I E�" O.G. % .::<.: 8d NAILS ® 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ` "'t:- a. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 #10 TEE NUTS ATTACHED TO BLDcG. w/ #I0xI-I/2 ( W/ WASHERS) 2 - #S REBARa^"'r ' 2 x b SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. MACHINE BOLT ® 12" O.G. `'Y`3 'i;; A00 TREATED. .< AND DECKS ETC.. 25. THE NY5 CODES ALSO APPLY TO ACCESSORY SEE FOUNDATION DWG. ,tt STRUCTURE WINDOWS GLAZED OPENING ° 5/8" x 12" A.B. 048" 10. DO NOT SCALE DRAWINGS. DESIGN. - FOR DESIGN. ,•. r�_;:, ;f•, w/ FENDER WASHER. 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. •`*�'''"� ' II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE IN ACCORDANCE WITH LARGE M1551LE TEST OF ,`:';y,.,t.rf ASTM E 1996 AND OF ASTM 1886 FOR THE INSPECTION OR SUPERVISION OF CONTRACTOR MAY USE WOOD STRUCTURAL PANELS A� THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION; AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY 1^l/NY58G CHAPTER. #2304.cf.C� PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" oz. BETTER. I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXF05URE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. a SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 5. ALL SUBFLOORING To BE APA RATED 5TURD-1-FLOOR, EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 5-16d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE GELLING JO15T/TOP PLATE 4-8d (TOE NAILED) NAIL PLYWOOD SUBFLOOR To FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, ci'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER jhl COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o �Io ° RIM BOARD/RAFTER 4-16d (END NAILED) 5. SOLID BLOCK►NG SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP PLATE/ PLATE 2-Ibd (FACE NAILED)AT I AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND a a TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR STUD/STUD 2-Ibd (FACE NAILED) CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED GABLE ROOFS HEADER/HEADER Ibd (FACE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND o Flo TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BOTTOM PLATE/FLOOR JOIST 3_Ibd (PAGE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o J0I5T/51LL, TOP PLATE or GIRDER 4 8d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL a BRIDGING/JOIST 2-10d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF h BLOCKING/JOIST 2-I0d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 10° o <,45 o LEDGER STRIPBEAM 4-Ibd (FACE NAILED) WITH RATED G>c�.LVANIZED METAL CONNECTORS BY JOIST ON LEDGERBEAM 3-16d (TOE NAILED) "TEGO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" VIA. o AND J015T/JOIST 3-16d (END NAILED) GALVANIZED MACHINE BOLTS @ 12" O.G.. h BAND JOIST/SILL or TOP PLATE Ibd (TOE NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. roff 3- GABLE ROOFS PLYWOOD ROOF DECKING 5- �4" O.G. EDGES, �8" O.G. FIELD BUILDING GODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO 0 o SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUGTION AND SHALL NOT BE 0 o Io < o (45 STRIP SHEATHING Sd (ONE/RAFTER) to < o �3o PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, @5" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PROVIDE 8d COMMON NAILS ® 4' O.G. PLYWOOD SUBFLOOR DECKING 8d @>(5" O.G. EDGES, ©12" O.G. FIELD OWNER. AT HIGH PRESSURE ZONE - 6" O.G. a in MIL HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 'FRO"k ELLIS STRUC I u mE mffa i iHE VO� O <,30 O F11- PROV IDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR Hmh-%AL UNIM m PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GASES SOUTHOLD, NEW YORK COMPONENT AND CLADDING PRESSURE ZONES oA DATE: 3-20-2025 -� U RAL TALGAT _ ST'RUCTURLNOTES ARCHITECT q�,�'% o2aa'�° e� 436 7th STREET BUILDING PERMIT SET , ���.�_��o GREENPORT, NEWYORK 11944 (631)477-8963