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aoF so&lyo`o Town of Southold * * P.O. Box 1179 o rr. 0 53095 Main Rd �oua � � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47097 Date: 06/02/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1255 Bay Shore Rd Greennort, NY 11944 Sec/Block/Lot: 53.-4-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/22/2024 Pursuant to which Building Permit No. 51010 and dated: 07/31/2024 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: Additions and alterations including a deck with spa, attic dormer with living space, and expansions of the front porch and rear covered screened porch to an existing single-family dwelling as applied for per ZBA#7822 dated 9/21/2023. The certificate is issued to: Katherine Oliver Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51010 8/5/2025 & 8/15/2025 PLUMBERS CERTIFICATION: All Points East Plumbing & Heating Inc 5/4/2026 Auth rize gnature ,& jifF' � TOWN OF SOUTHOLD o BUILDING DEPARTMENT cz ce 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* 61010 Date: 7/31/2024 Permission is hereby-granted to: Oliver, Katherine 15 W 53rd St Apt 32F New York, NY 10019 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & ZBA approvals. l� At premises located at: 1255 Bay Shore Rd, Greenport SCTM #473889 Sec/Block/Lot# 53.4-2 Pursuant to application dated 5/22/2024 and approved by the Building Inspector. To expire on 1/3012026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $614.00 CO-ADDITION TO DWELLING $100.00 Total: $714.00 Building Inspector pF SOUT��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �� ���4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katherine Oliver Address: 1255 Bay Shore Rd City: Greenport St: NY Zip: 11944 Building Permit#: 51010 section: 53 Block: 4 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LC Electric License No: 38043ME SITE DETAILS Office Use Only Indoor r Basement (— Service Solar Outdoor I✓ 1 st Floor r Pool r Spa F Renovation F 2nd Floor (— Hot Tub r Generator F Survey rF I Attic (— Garage ri Battery Storage LEI Service 1 ph 17 Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: Notes: Service Switched From OH to UG - No New Equipment Inspector Signature: X Date: August 15, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 1255Bays ho reRdService rjF S0�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katherine Oliver Address: 1255 Bayshore road city:Greenport st: New York zip: 11944 Building Permit#: 5 J D 11 + 5101 O Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: LC Electrical Con. Inc. Electrician: Leonard Cancellire License No: ME-38043 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool X New X Renovation X 2nd Floor X Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 13 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 mini fridge,2 240 pool pumps,1 pool panel,1 jet pump 240v,1 blower,1 salt gen, 2 gas heaters,1 300 watt transforner,1 100 watt transforner,1 auto cover with switch 5 Iv lights Notes: DEN/FOYER/2ND FLOOR GYM/POOL& SPA Inspector Signature: Date: August 5, 2025 1255 Bay shore rd awn hall Annex �° Te(ephdne(631)765-18( 5 375 Main Road fl-O.Box 1179 •� `a SmMold,NY 11971-0959 ; _, I��r ''•`i`�w^ .R f�' r �}'7 IF BUILDING DEPARTMENT r` TOWN OF SOUTHOLD \� MAY 1 4 2026 CERTIFICATION llate: o Building-Permit No. Owner: D�iv ( 'lease print) Plumber_ (Please print) O I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 3 ` (Plumbers Signature) VA.-- Sworn to before me this�� day of Maj 20 v*_ Notary Public, A(MO/If County SUSAN A.FILM Notary Public,State c Ne*Y0* No.DIRIS183459 Qualified in Suffolk County Commission Expires March 17,2a.Z'r l OF SOGTyo� # TOWN OF S.OUTHOLD: BUILDING DEPT. um, 631-765-1802 !!�lolcf) INSPECTION [ OUNDATION 1 ST/REBAR [ ] 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 [ .] PRE C/O [ ]. RENTAL R ARKS: ?A6 E 7� I SU01AQ-� V�� JAV 4NI5 I Zvi DATE /46pkq INSPECTOR *Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 'roo �0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .F DATION 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 [ ] RENTAL REMARKS: V' S-6K) ow A 62 6 P4 hm w UVA- DATE 1 10 INSPECTOR �laF SOUlyol# Z- 55 N TOWN OF SOUTHOLD BUILDING DEPT. �yi'oorme�' 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR j ] 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 [ ] RENTAL REMARKS: sz- -t .r ubb I A �2 0/1) 7p DATE 2 Z 5 INSPECTOR OF SOUTH°� # # TOWN .OF SOUTHOLD-BUILDING DEPT. 631-765-1802 �olo INSPEC ION ' ] FOUNDATION 1 ST/ REBAR [ OUGH 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 [ ] RENTAL REMARKS:N)aJ SWw-t/k-, �( V7 tw i DATE INSPECTOR l - �o��0f SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 'couto, 631-765-1802 �1010 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] RrvAGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ;f Jr J6 04nt Tn� ICI QU , DATE INSPECTOR o�apF SOGTyOI ( d to l o�5� 43a. sAv r e .d ti o # TOWN OF SOUTHOLD BUILD NG DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: o2nd F1 +e A4 G a DATE INSPECTOR *�OF SOUIyo# I G t C) I ✓Is TOWN OF SOUTHOLD BUILDING DE T. Coorm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOIWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION: [/ ] PRE C/O [ ] RENTAL REMARKS: 4- U ►N,�-c, .�- 1, t� - CC DATE INSPECTOR FOUNDATION FOUNDATION (2ND) ROUGH FRAMING& PLUMBING i%IFFPIS ADDITIONAL COMMENTS o�o�suEFork�o�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 �y Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.JZO Date Received APpi irA'rinm P,?? BUILDING PERMIT - -----_ - no For Office Use Only MAY 2 2 2024 PERMIT NO. Building Inspector: 3 R---- — -- __- .. Apphcatlons and forms must be ftlletl out to their entirety;Incomplete Building Departrnent a hcat on's will not be acre ted Where the A ` Ucant�s not the owner"an Town of Southold pp p t'p. Owner's AuthoCr!iation form(Page 2)shall be completed: Date: APRIL 29, 2023 OWNERtS)gFPRQPERTY ' Name: KATHERINE OLIVER scTM#l000- 53 -,04 - 02 Project Address 1255 BAYSHORE ROAD, GREENPORT NY 11944 Pho111 ne#: (917) 578 6803_ ._.... . _ A.,. Email .ko fiver@bloomberg.org_ __.r.-._..._ MallingAddress rv15 WEST 53rd STREET, NEW YORK, rNY 10019 ; CONTACTPERSON Name: FRANK W UELLENDAHL RA Mailing Address:_ ._... _._.. ...» P O,BOX 316, GREENPORT NY 11944 _: ... _. Phone#. (631) 680 0041 Email frank_ueI1endahl.@gmail_.corn DESIGN PROFESSIONAL INFORMATION Name: see above Contact Person Mailing Address: Phone#: Email: CONTRACTOR INFORMATION �' x � ,� "` Name --I'l ..._ ._U...TOM BLAND HOMES, INC Mailing Address: P.O.BOX a ,842, WESTHAMPTON BEACH NY 11978 _ . ._...., _.,.: _. Phone#: 631 37 Email: .. _.( _.....�)25867.. ....;. . .,.� .. ... _.��.. ._, � . .. _.T_.. .... ._.. ., .les@cihinc.com ... .... ... ..,�- ._.__...T ,._.._ .�_.. DESCRIPTIQN OF,PROPOSED CONSTRUCTION _ _ ❑New Structure ®Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ 500 K Fill he lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? *Yes ❑No 1 / 3 � �' � � PROPERTYfiINfORMATION � '� -' z Existing use of property: SINGLE FAMILY DWELLING Intended use of property: SINGLE FAMILY DWELLING Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes M No IF YES, PROVIDE A COPY. B esign Check Box After Reading 7F a owner/contracto_r/d professional is responsible for all drainage and storm water issues:;M proV�ded by Chapter 236 of the Town Code APPLICATION 15 HEREBY MADE to the Building 15gpartme`tt for the issuance of a Building Permd pursuant to the Budtlmg Zone V Ordinance ofthe Townof Southold,Suffolk,County;New York and other applicable Laws;;Ordmances or Regulations fior the construction of bwld�ngs add7twns,akerapon5 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 auttiorligtl inspectors oq premises arid m bui(ding(s)for;necessary inspections falsestatemerits made herein are ` punishable asa Class A--misdemeanof pursuant o Sed�on 21Q 45 of the New York State Pgnal Low Application Submitted By(print a R NK W UELLENDAHL RA ®Authorized Agent ❑Owner Signature of Applicant: Date: APRIL 29, 2023 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) FRANK W UELLENDAHL RA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ARCHITECT (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 I day of MAY , 20 23 01tary Public TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.011 OW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_Q2A- KATHERINE OLIVER residing at 15 WEST 53rd STREET, APT. 32F I, NEW YORK, NY 10019 FRANK W UELLENDAHL, ARCHITECT do hereby authorize to apply on my behalf to the- own df Southold Building Department for approval as described herein. APRIL 29, 2023 Owner's Signature Date tr KATHERINE OLIVER Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2023 TO: Oliver, Katherine 15 W 53rd St Apt 32F New York,NY 10019 Please take notice that your application dated May 1, 2023: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 1255 Bay Shore Road, Greenport,NY County Tax Map No. 1000 - Section 53 Block 4 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed new construction to this existing single-family dwelling, on a nonconforming 26,999 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a side yard setback of 7.6 feet. I Authorie Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD .BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2023 AMENDED: July 26,2023 TO: Oliver, Katherine 15 W 53rd St Apt 32F New York,NY 10019 Please take notice that your application dated May 1, 2023: For permit to: construct additions and alterations to an existing single-family dwelling and to construct an accessory swimming pool at: Location of property: 1255 Bay Shore Road, Greenport,NY County Tax Map No. 1000 - Section 53 Block 4 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed new construction to this existing single-family dwelling, on a nonconforming 26,999 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a side yard setback of 7.6 feet. In addition,the proposed accessory pool is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear The site plan shows the proposed accessory pool to be located in the side yard. 1/1&94 ,_)o 'AMAiA Xuthorizo Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Southold Town Hall BOARD MEMBERS ®f Sol/� �' Fy1..,53095 Main Road•P.O. Box 1179 Leslie Kanes Weisman, Chairperson ® . °" Patricia Acampora �® �� s 2So&ld,NY 11971-0959 w« `Z Office Location: Eric Dantes ��� Town Annex/First Floor Robert Lehnert,Jr. A 5437Matn}load`(at Youngs-Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS kw 6 2 lurk TOWN OF SOUTHOLD` US E 2 6 2023 Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATION ® er MEETING OF SEPTEMBER 21,2023 ZBA FILE 4 7822 NAME OF APPLICANT: Katherine Oliver PROPERTY LOCATION: 1255 Bayshore Road, Greenport,NY. SCTM#1000-53-4-2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 14A-25, and the Suffolk County Department of Planning issued its reply dated June 11, 2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 August 22, 2023. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a 26,999 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 129.00 feet and is adjacent to Pipes Cove, the easterly property line measures 211.76 feet, the southerly property line measures 110.00 feet and is adjacent to Bayshore Road, and the westerly property line measures 279.15 feet. The parcel is improved with a two-story frame residence with attached two-car garage and attached screened porch in the rear of the dwelling as shown on the survey prepared by John T. Metzger, LS and dated July 20,2016. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 1, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to construct an accessory swimming pool, at 1) less than the code required minimum side yard setback of 15 feet;2)swimming pool located in other than the code permitted rear yard located; at: 1255 Bay Shore Road, (A(ij.to Shelter Island Sound)Greenport,NY. SCTM No, 1000-53-4-2. RELIEF REOUESTED: The applicant requests a variance to construct additions and alterations to an existing single- family dwelling and to construct an accessory swimming pool The proposed new construction to this existing single- family dwelling,is not permitted pursuant to Article XXIII,Section.280-124 which states; lots measuring in between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a side yard setback of 7.6 feet. In addition,the proposed accessory pool is not permitted pursuant to Article a_ Page 2,September 21,2023 47822,Oliver SCTM No. 1000-53-4-2 III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan drawings prepared by Frank Uellendahl, Architect,and dated July 25, 2023 shows the pool to be located in the side yard. ADDITIONAL INFORMATION: The Zoning Board has received two letters of support from neighbors. There is no Certificate of Occupancy for the original dwelling on file with the Town of Southold. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7, 2023, 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a waterfront community that has seen much change over the years as owners have expanded small summer cottages to larger year-round residences many with the addition of swimming pools. The proposed swimming pool will measure 16 feet by 40 feet and will be located in the side yard as it is the only location on the property to accommodate a pool without building further seaward. The applicant wishes to extend the rear screened porch by 3.3 feet to create a more functional room. The front entry way will be extended 14 feet by 9.3 feet and the den will be extended on the east side of the dwelling 13feet by 16feet with a second-story attic to be used for storage. The proposed additions and alterations are in keeping with the community character. The Board has granted variances in this area for additions and pools, as the majority of homes were built prior to the establishment of the zoning code. The design will emphasize the characteristics of the existing structure. The proposed pool located partially in the side yard will be like other pools that have been granted variance relief. The pre-existing 7.6 feet side yard setback on the westerly side of the house will not change; all proposed work is on the east side of the structure where a large side yard exists. The eastside of the property where the proposed pool to be located will be screened by mature evergreens in order to provide the owner and the neighbor privacy. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The original dwelling was built in the 1950's and the rooms are small and not up to the present standard. Both rear and side additions are partially situated in the side yard. The proposed pool will be situated near the proposed den extension making entry to the residence easier from the patio and the pool which will face Pipe's Cove. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 49.3%relief from the code for the proposed alterations and additions to the house and 100% relief from the code for the proposed pool to be located in a side yard. However,there is no proposed expansion of the pre-existing setback on the westerly side of the dwelling and the existing side yard will remain 7.6 feet where 15 feet is required by code. As a result of the initial placement of the house, prior to Zoning, the only possible location to place a pool is in the side yard. 4. Town Law 4267-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 and Southold Town Board of Trustees must grant approval. 5. Town Law 4267-b(3)(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,September 21,2023 #7822,Oliver SCTM No. 1000-53-4-2 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 additions and alterations to a dwelling along with the benefit of a swimming pool, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF 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 variance as applied for as shown on the Site Plan labeled ZBA-500, dated July 24; and labeled Site Plan ZBA-1,dated July 25,2023 (received July 27,2023);and the Architectural Plans dated May 30,2023 (received on June 22, 2023), all prepared by Frank Uellendahl, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: l. The applicant shall receive Southold Town Board of Trustees Wetlands Permit Approval Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type of enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 2. Drywell for pool de-watering shall be installed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan ad/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/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,siteplan 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 LIMITS 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 Page 4, September 21,2023 #7822,Oliver SCTM No. 1000-53-4-2 to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply 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 Planamento,Acampora,and Dantes(3-0)(Members Weisman and Lehnert Absent). Ni ho s J. Planamento, Vice Chair A o d for filing / IZ,12023 ' f Glenn Goldsmith,President *QF soUjy Town Hall Annex A. Nicholas Krupski,Vice President ��Vv ��® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • �O Fax(631) 765-6641 C®UNT`t,� - BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 20, 2025 Frank Uellendahl PO Box 316 Greenport, NY 11944 RE: KATHERINE OLIVER 1256 BAY SHORE ROAD, GREENPORT SCTM#: 1000-53-4-2 Dear Mr. Uellendahl: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 19, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10507 to install off of dwelling a 6'x4.5' gunite spa situated on a 15" high, 8.5'x16' IPE deck connecting to a 16"w x 15.5' long x 7" high step to pool patio; and to install the proposed pool 2' further seaward; and as depicted on the site plan prepared by Frank Uellendahl, R.A.; received on March 19, 2025, and stamped approved on March 19, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees mm_9 i V41 -WKM ♦ d BOARD OF SOUTHOLD TOWN TRUSTEES % YORK SOUTHOLD,NEW PERMIT NO. 10507 DATE: DECEMBER 13,2023 ISSUED TO: KATHERINE L. OLIVER PROPERTY ADDRESS: 1255 BAY SHORE ROAD,GREENPORT _ SCTM#1000-53-4-2 AUTHORIZATION Gx Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 13, 2023 consideration;of application fe6 in the sum of$1250.,0 paid"by L Oliver and and ih� subject to the .. .......... Terms and Conditions as stated'in thbRo]solution,the Southold Town Board`of Trustees authorizes and permits the following: Wetland Permit for the existing two-story dwelling(1,816sq&,footprint);a one-story 131x16' den extension; a 141x9l one-story front entry extension,and extend the existing 130sq.ft. front deck; a 161x401 in-ground swimming pool with associated±1,420sq.ft.stone patio with drainage;:stone:walkway4; an;VxlV- hed:for,pobl:tnechanitAls.afid.storage; install pool enclosure fencing and drywells; install gutters to.leadersAo drywells to contain roof and a substantial portion.of patio runoff-, and to establish and perpetually maintain an approximately 2,7409+ft.(a minimum of-25? ifiwidt4).vegetated'non4urf buffer area planted with native 1131 plantihig&and mixed:in gravel.beftwitk:the.condition that the pool be salt water; and.as depicted.7on the xevised,site,plan,prepared by Frank W.Uellendahl,Registered Architect,last dated December 15,2023,-,and stamped-approved on December 18,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to,be subscribed.by a majority-of the said Board as of the day and year first above written. /;ee� IV NN Glenn Goldsmith, President *OF S Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1.1.79 Eric Sepenoski J Southold,New York 1.1971 Liz Gillo6ly Telephone-(631), 765-1$92 Elizabeth Peoples ra-,!(e A PR 3 0 2026 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2290 Q Date:-August 8, 2025 THIS CERTIFIES that the existing two-story dwelling(1,816sq.ft. footprint), expansion of the existing 8'x±34'screened porch an additional 3.4jor an 11.4wide by±34' long screened porch with the 3.4'04'extension cantilevering over existing porch foundation, a one-story 13'x16'den extension; a 14'x9' one-story front entry extension, and extension of the existing 130sq.ft.front deck to accommodate front entry extension; existing brick stoop supports(4)new wood steps, 7.6'wide and 10" deep•, a 16'x40' in-ground swimming pool with associated:0,250sq.ft. stone Ratio with drainage: stone walkways; an 8'x 18' shed for pool mechanicals and storage; installation of tool enclosure fencing-, installation of gutters to leaders to dawells to contain roof and a substantial portion of patio runoff•, installation of 6'x4.5' Runite spa situated on 15"high, 8.5'x 16' IPE deck connecting to a 16"x 15.5' 7"high step to pool patio; and establishment of an approximately 2,050sq.ft. (a minimum of 25' in width)non-turf buffer area planted with native plantings and mixed in gravel beds, At 1255 Bay Shore Road,Greenport Suffolk County Tax Map#1000-53-4-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 6,2023 pursuant to which Trustees Wetland Permit#10507 Dated December 13,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing two-story dwelling(1,816sq.ft. footprint);expansion of the existing 8'x134'screened porch an additional 3.4'for an 11.4'wide by±34' long screened porch with the 3.4'x34'extension cantilevering over existing porch foundation; a one-story 13'xl6' den extension, a 14'x9' one-story front entry extension, and extension of the existing 130sq.ft. front deck to accommodate front entry extension, existing brick stoop supports (4)new wood steps, 7.6' wide and 10" deep, a 16'x40' in-ground swimming pool with associated-+1,250sg.ft. stone patio with di-ainage-, stone walkways, an S'xl 8' shed for pool mechanicals and storage: installation of pool enclosure fencing, installation of gutters to leaders to d1ywells to contain roof and a substantial portion of patio runoff; installation of 6'x4.5' gunite spa situated on 15"high, 8.5'xl6' WE deck connecting to a 16"x 15.5' 7"high step to pool patio; and establishment of an approximately 2,050sq.ft. (a minimuin of 25' in width)non-turf buffer area planted with native plantings and mixed in gravel beds. The certificate is issued to KATHERINE OLIVER owners of the aforesaid property. t, Authorized Signature i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 M. Southold, New York 11971-0959 t : Telephone (631) 765-1802 - FAX (631) 765-9502 lam esh(a.southoldtownny.aov — seand6Dsoutholdtownnv.ci v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 01/27/25 Company Name: LC Electrical Contracting, Inc. Electrician's Name: Leonard Cancellire License No.: ME-38043 El c. email: office@lceiectricalcontracting.com Elec. Phone No: 631-874-0485 11 request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE INFORMATION (All Information Required) r, Name: Oliver Residence Address: 1255 Bay Shore Rd, Greenport Cross Street: Kerwin Blvd Phone No.- Bldg.Permi .# 51010 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation for Den/Foyer/2nd Floor Gym; Wiring of Pool/Spa Combo Square Footage: 800 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO R Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES R NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame D Pole Work done on Service? Y F1N Additional Information: e 9 PAYMENT DUE WITH APPLICATION feral 15� oa r fob s ava �� �Uu — .5,00 rt0+-a L u S P tA- 10 II o SofFot,��, BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD I Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o4-A pl� Telephone(631) 765-1802 Temporary Certificate # Date Fe l3 20ZS Customer Name Electrician Name C t Address i. 55 e f�j (,rYe r+ Phone b3l- $7L ' O ,5' r e-mail e-mail O.t tl�,e c�i �C G�tc. � Co atTln Phone License# M 1, —380 3 Size `P00 A Phase Overhead Underground #of Meters Remarks. #of Underground Laterals 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 days from the date above Authorized by _ ` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Vd Southold, New York 11971-0959 ' Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh@southoldtownny.gov - sea ndasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/11/2025 Company Name: LC Electrical Contracting Electrician's Name: Leonard Cancellire License No.: ME-38043 Elec. email: office@lcelectricalcontracting.com Elec. Phone No: 631-874-0485 El I request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE INFORMATION (All Information Required) Name: Address: 1255 Bayshore Rd. Greenport, NY Cross Street: Phone No.: Bldg.Permit#: 51010 email: Tax Map District: 1000 Section: Block: Li Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Changing 200Amp overhead service to-a_200Amp underground"service`- Square Footage: Circle All That Apply: 102:7 Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On 2 I L74T- Temp Information: (All information required) Service SizeFv]1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead # Underground Laterals P1 1 2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION 2-1 -:N LW2 4� I o°i Z4(.o B? �*- S-I0 ( 0 MADDITIONS 279.15' INCL. POOL 1� 4' POOL FENCE 0 ud DECK IF RON' ANIUD SAND OLet AND P DW3 I EXT'G BRICK PATHS AROUND HOUSE APF ROVED BY TO BE REPLACED (CA. 875 SF) OLIVER rs BO ARD RESIDENCE ' 2-STY DWELLING TOWN QbNE VE ,LD 1 ", E! kLL. F Fin.Ar. =13.9' NXIS DATE BEET) GREENPORT, NY .. lq\ ;o�5 1255 BAY SHORE RD DRIVEWAYi GARAGE cn \0 uvvl _Ir P—,—. ARCHITECT MIIN.25' WIDE ROO drain::A INK MILENDAHL VEGETATED P.0.130X 316 y 5 GREENPORT, NY 11944 EL, lo.8 NON—TURF 11 m 4' POOL FENCE : . TEL 631-477 8624 ADDED APPROXIMATELY ft BUFFER 200 NATIVE BEACH PLANTINGS s7l [S STY ADDITION WIN O DECK C=! 0' FRONT YARD .0. D .:4 w/ finished Attic H I .7 CA.1,420 SF�-- OWNER v KATHERINE OUVER LAWN DW2 " : ; . .. . . . - . — . " i - ++ STONE PATIO r 15 WEST 53rd STREEr + + 7 + TOTAL PAVED 2 NEW YORK, NY 10019 sPn + + + TEL 917-578-6803 CA. 2,300 + + r 111 HN:1 m + I LLJ mmmmml Milli + -,RT M! +++++4 7 Lj C-.3 CD = , " , X LINE OF HAY BALES, . . . . I r N L.Li + + + 4 + + Fr, SILT FENCE ENN 1 �Il�fl{II��EIiIi,!Ei„�i!,{!IhIEL,,L,.. VE6ETATEbMINIdrai +NON—TURF +++ + 4 ............ tA iT + /* BUFFER XSiI It I� r - a x I n EDGE OF ROCK AND SAND + cr) zt- '411 640' 21(11 1, 1 ll CA.1,400 SF '20 N . DELINEATION LINE OF THE 14 00 SALT WATER POOL wvE PLANTINGS. PROPOSED 1 + + till t UNCONSOLIDATED SEDIMENTS + + .lull + +41' m ++ 50' . . - - I + iMiMMOMMIN ile + 01 *11 + .6� N V Im EXT'G LAWN C I 14' POOL FENCE PIPE'S COVE----------------------------------------- --------------- + lull till llllllllllllltill llltlllll :;T LU k=: ;71 E5 PRIVET HEDGE PRIVET HEDGE Ill it IIIIIIIII,Ill mini Cl 211.76 POOL FENCE ADDED APPROXIMATELY R 200 NATIVE BEACH PLANTINGS E. C E 14 E MIIIIIIIIIIII '16111111 ZONING CALCU[AnONS D C-4.!Z� TOTAL LOT AREA = ca.26,999 SF EXISTING BRICK PATHS TO BE REPLACED — MAR 1 q 203 LOT AREA TO T/O BANK = ca.17,425 SF = 100 00% WITH BLUESTONE OR SIMILAR PAVERS — TBD S PROPOSED SITE PLAN 0 EXT'G. BLDG. COVERAGE = ca. 1,816 SF = 10.42% RUN—OFF CALCULATION: DATE' 03/18/2025 PROPOSED BLDG. ADDITIONS FOR 2" OF RAIN TO BE CONTAINED ON SITE SGuthold Town SCALE, 1/16'= 1'-0' I Board of Trusted DETAILS REFER TO PLAN SCTM� = 1000-53-04-02 including 130 SF JACUZZI = ca. 579 SF = 3.32% ENTIRE FOOTPRINT OF DWELLING: 2,265 SF: I PROPOSED 16'X40' POOL = ca. 640 SF = 3.67% 100% run—off coefficient= 378 Cult. BY CREATIVE ENVIRONMENTAL DESIGN T WN OF SOUTHOLD 12 SUFFOLK COUNTY NEW YORK 3;< SITE PLAN PROPOSED POOL SHED = ca. 230 SF = 1.32% PROPOSED 65 DRYWELL 1 211.1 Cu.Ft. TOTAL BLDG. COVERAGE = ca. 3,265 SF = 18.74% PROPOSED 65' DRYWELL 2 211.1 Cu.R, DWG. NAME MAX. BLDG. COVERAGE = ca. 3,485 SF = 20.00% PROPOSED 63' DRYWELL 3 126.7 Cu.Ft. A-2 — WITH GUTTER LEADERS FOR ROOF RUN—OFF M ETLAN D PERMIT AM EN D M ENT o UK NO SURVEY BY PECONIC SURVEYORS, P.C. — DATED: 07/12/16 DW1+DW2 SIZED TO INCLUDE DECK RUN—OFF ADDITIONS NATIVE PLANTINGS m .INCL. POOL 0 _ NEW WALL EXISTING WALL r PAVED PATIO VEGETATED OLIVER NON-TURF BUFFER RESIDENCE I W � I W GREENPORT, NY 1255 BAY SHORE RD W ARCHITECT SCREENED PORCH PAVED PATIO ', 11\ ; 2 FRANK UELLENDAHL EL. 10 ; I o P.O.BOX 316 -9 GREENPORT, NY 11944 --------------------------------- i m TEL• 631-477 8624 I o I I I IEO (EL. 11'-4" 7" STEP EL 11'4 OWNER I I EL 11'-11° , a Y N KATHERINE OLIVER:: : : ::::::DR 15 WEST 53rd STREET :::: ..............::.:::..:::::: :::::: NEW YORK, NY 10019 - ::.......................................�::. . I I TEL- 917-578-6803 I I ....I::.:. I 3 II UP LR DEN EL. 13-11 DN EL. 11 -8 :JACUZZI.. uc w :.I: w ::: :::: ca ..............KITCHEN ........ :: r.:::. ` T/O COPING STONE .'.4 1 o o ,,,,,,,. r,,,. EL 1 t- Z E . » :.:...:... I.... LAWN �� ' ON --- 8'-6° 5.-6° L 10-9::::::::::::::: .: ::: y G 3 0 ?::::: i 021 :::J::::. .................................... .... ........................................ I --- --- : .....::.: .... ....... Shower :-:-POOL'......:....::.... . I o Bench Clos.€ — � ......................................... ...........................................�.::.: 5 0 I N Z .. .. L. :.,::::. :.*.,.:.,:-I.:.*..*.,. !i •::.'I•:::: 1 i GJ O O O a FOYER © :I::::: \ o ::a..... m O ':.� I N N .......................................... ............................................ �� ............................................ .... Z O lA of ............................................ ............................................ a, Z i------- , ....GARAGE `FEZ= DATE: 03/22/2025 I I 1 I I LAWN \ I W SCALE: 1/8' E I I ;E ---------------...—...... -- I N PROPOSED I ; 1st FLOOR PLAN PORCH WI �¢ UP �\\\ DWG. NAME O N ' � RI A-5.1 Z PAVED WALKWAY I% PROPOSED 1ST FLOOR PLAN DWG. NO DRIVEWAY 1 ST FLOOR = 1 ,404 SF. ®� Dwyer, Tracey From: Dwyer,Tracey Sent: Friday, May 26, 2023 10:03 AM To: 'Frank Uellendahl' Subject: 1255 bayshore Good Morning, / g the disapproval for 1255 Bayshore Road. I will have to write it for si yard a Ian nd possibly G Yse*nd me a sky plane diagram and the GFA calculations including the new wo so I can be clear on what to include in the disapproval. Thank you, Tracey Dwyer P � rp �s "TOVAL 004 it g�dE FLOOD_----- 1 c CN m BAPPr< >1,,,h2 CX. A� CO SaarNED 1 PORCH 1 � I10.1 a 2 STORY FR. HOUSE BRICK �lAUf i 10.a' 7.2' �Q�GARAGE STONE7B' 13.4'(s GRAVEL cs tW o 7.2 ML far II = N O C4 O > J J I 00 Q) O' N d p p g J ~ � Q•- I I I > m C9 � Q m I m g< i W o ' I z9 ZED 41.70' 3 I @ � 8 y � UNE OF HEDGES SPLIT RAIL" 0. HEDGESa j'S .ra FENCE 26,w.. 0.5'S U77UTY P B.B. APRON vn U71UT1' OVHWs z A EDGE OF PAVEMENT N44*12'40"W 110.00' EDGE OF PAVMENT ERIO ZONING CALCULATIONS mALTERATION I R TION ALTERATIONDISAPPROVALTOTAL LOT AREA = ca.26,999 SF - DISAPPROVAILOT,AREA TO T/0 BANK = ca.17,425 SF - 100.00% o EXT G. BLDG. COVERAGE = ca'. 1,816 SF = 10.42% y PROPOSED BLDG. ADDITIONS= ca. 449 SF = 2.57% PROPOSED POOL = ca. 640 SF = 3.67% Z OLIVER TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% RESIDENC SURVEY BY PECONIC SURVEYORS, P.C. - DATED: 07/12/16 279.15' �01,GREENPORT, N Q :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:., :.:. 4' POOL FENCE 1255 BAY SHORE R Uj i FR U CDARCHITE( \'� \ / Z --------- � \�I o FRANK UELLENDAf 123 CENTRAL AVENL w P.O.BOX 3' ♦� �rV+• t 0 w � � -------------- �������������-��� -�- - �- � � - � - -��-�� ������-- ��� � '+ GREENPORT NY 119 . . . . . . . . . . . . :.DRIVEWAY GARAGE -------------- `� E _ TEL 631-477 86, o ' 3J . +t w J OWNE /,.. RIN J _ KATHE I hr 2 E OLM -- Q 15 WEST 53RD STR,.. o E I \ ,.I $hOM01 �\�� NEW YORK NY 100 3.3 TEL• 917-578-68 -- \\ s Y I o 0 40 FRONT YARD , \ \: \;� DECK 0 \ ,Z C sCD 1 r,�. •\�\\: .� ZONE VECD o� \� :STONE PATIO:"", W ..�,.,�: (EL. 8 FEET) + AREA OF WETLANDS _16.0 715 SF ,i.q `+ W ' * Q F y i 11,I y' I lid x _ m = `. w! W U' O Q z i UJ .. . . . . . . . . . . . . . . . . . . . c� .,,.., h.71.'�ITIPE S COVE `t1i 1 5 t „ POOL ' o +++ /'�, ; t�. ]'; ca. i ',�WO,Iti`!;!!ii ll?Sl il`.1' W i _CD i?t;l tllll!.tl i' !l}jl".•t':ll tlt l?' ll1'1 0 LEGEND -----; 4 POOL FENCE , ,i'l`'! i'F L W 211.76' PROPOSED ADDITION w EXISTING DWELLING DATE: 07/25/20 a SCALE: 1/16" oW w� J SITE PIS PROPOSED SITE PLAN Y DWG. NAME SCTM# = 1000-53-04-02 ZBA — TOWN OF SOUTHOLD DWG. NO SUFFOLK COUNTY, NEW YORK .ADDITIONS 279.15' INCL. POOL Cn DECK 1—STY - OLIVER . •;�* *, * x>. **. x RESIDENCE � I ------- ---- ZONE VE 2—STY DWELLING isF1l Fn.FIr.EL.=13.9' W :+ + +: *'rt t ' : (EL. 8 FEET) LLJ } . + + + •t, . * .;, GREENPORT, NY (DRIVEWAY GARAGE +• ++ **' ++++++ L'' •';� W 1255 BAY SHORE RD cn �. . , + DW1 ` x x +++++;',S} •:# •.fix '� I • LM •,�K ++x: VEGETATED •'..=jj� ._� + :� W ARCHITECT NON—TURF •:=�''`y: '�K• '}� `'� ' �#:� FRANK UEU_ENDAHL ,•. Y.•:•:1 x x , r------- ---------- -------;---------- :;:;::..;.;. <4-• - GREENPORi, NY 11944 POOL MECHANICALS jSH'0WER • BUFFER `�` I ; :Ir•. 1EL' 631-477 8624 I 4 POOL FENCE I * * '�• �- :.KOOK Y m I : ::: : N, x •: •'?:•. .:�t.«�_' EDGE OF ROCK AND SAND - x 2 1-STY ADDITION DECK o 40' FRONT YARD x x S x •�•* *':°•; _: • ;f;�,, DELINEATION LINE OF THE o I I w/ finished Attic :CA.1 200 SF UNCONSOLIDATED SEDIMENTS + OWNER I 1 x x r •K -:x 4 zt.z�i.: LAWN : : :::STONE PATIO °t•: :•••:•L°:- + DW2 •* S + KATHERINE OLIVER x I:•:•�.•:•:•: :':•:•.•:•:•:•:•:•:•:•:•:•' t •:.: + + 15-WEST 53rd STREET r vel trench for ;x ', :. + + I s mace water,runo�{%;* ' + + Q I ;; : ;;::::.:•:x* * �I�,„ *:;K « L•+ "., �; ++++++ NEW YORK, NY 10019 • • :fir •;'� . +++++. = TEL 917-578-6803 TOTAL PAVED AREA :.:.::::::::: x +++ ;r�•f; . _• co++++++++ 3 �CA. 2,600 SF �::::::::::::::::::;:;: :french drain: :: :: x ,* +, +, 1 + + + LINE OF HAY BALES, + + + 11 ,� I + 0 w �� + + + VEGETATED * *. .. ., .:,•.�:# SILT FENCE + + + + I I .it .lilt .•. '•.•1ill it till•.•. ttllt itlt \ *x :» ::,qr :. -.,� O I I 11[xlllillillllUllllllllllllil..t•lllltttttl11,11 , NON—TURF ;.;: i••�` t•• + + + ,tlllllill d i i it itlllllllllllkllilil--�NiT[llllllllil`lillillill JACUZZI z + .� :••S z x= y, '. +++++++�lilllllllI R All lllllllllll4 11 llllllllllllillt illllllill ,* , :•:• x aF'' + + + lllllllllll a = I I Slltiiiilitll4 1 x ; ,BUFFER +, +'..µ . ••Rltllllltllt �, I illill'it lllltll4l (�I Illllillll l lilt 1 +r ,,,x x y •::` . '' + + + lllllllllllll I I ltllll�llllllllllt[l PROPOSED 1 l�x40 ttttlllll6 y�0�1 till * I f + �`-ix x x x,x ••1s'�` r '�x +++++ lllllltlllll,lCS i i 111 ll tttltltttly'1 lilllllll4 Y t llll :�x x lllllllllllllll I : iill ' SALT WATER POOLililullli� liiiil `: - NATIVE PLANTINGS ,n: t* ` # +++++ iiiiliiiiiliiiiil WE 00 it �T[1TTRTRtLllllllllllllllllilllll lllillllllllllllll��plllE x r • x •;'� ,f +z' -r + + �1( Illllllillllill w Q i W i t1l llllllillllllllllTlt3l�l,ltlltl��lllllllll lt1111l1llllllllll`41�yR1ililt 4 I { y��;�. ••.'r' + + +ilt\`V.Ilillllllltll U i Ltilllllllllllllilllltillllllllltlt11111 lilllllllll"lim,I'll,yRyR + ,� I r x '�* -t • # +++ ���\llilllilllillll z m I w I 50 ASP R WETLAN PERMIT •+: +++,cfi�llllllllllllllllll o i* ,4* I x . + �llih lllilillllltlllllll o e z I I *+* •+ #'•' Q + 4(llllllllllllllllllllllilllll p J ix r * z t x * x + +111111111111111111111 tlllllllt C = P I „'•M z x x x ��',.+' •r•*LL.•+•. + r w o ¢ ++ x+ �r*x *x • z x x;x ,:.: 'F x x x ' x i tea• ��� i P� fit` ) U * x x x xl x ;,: . . •� ++ PIPES COVEN LC") **a** *x x x zIx , .: x :' *�. �`I �jT� �� q11 � +`l lilt auu t,aultaula uu...mmt a �__---- !'--'��/--" /_- /' -"—'-��---- /'--'�-/---�- „_.--- :- ice-i'•':':`s•�'"-\ *1:' •:;` �l +<llllllilllllllillllllilillillllillilll w C d- ; , 1 / �.•+•, .�••.': I •y'* •,�k,t �� ,(littlttttllllttttt111 itltitttltttttt 14 POOL FENCE BEHIND PRIVET HEDGE , •• •� .:• + .:• It `' tlltltllll1l11l1lllultltl,l11lt1ltlllt I x ..* : ; ••, •• % - L' •a}= w.. lllllllllllllllllllllllllllllllllllllll 3 z lillllllilillillillilllllilllllllllltit oCL 0 211.76' xi" ++ *i* *+xt •t�: _��_� ;Z.+ •:.•< ~� llllllllllilllllillilllilllllllilllllll +< *a"*a*L• * •.r�� 1 ,�.F OK '4 lllillllilllllllllllllillilllillllillllll o . x ,K.-�* .� * ? __ � s llillllllillllilllllltlllllllllllllllllllll p . •.,-b* •`s' I, i-•• :'��" � llllllllllllllilllllllllllllllllllllllllllll � a 3 �- ,•0.•, 1 ••:;� - x_ � &I'll... EXISTING BRICK PATHS TO BE REPLACED , ,ZONING CALCULATIONS _ , :• , •:•�;l .: : �::.�: •:: • ,WITH BLUESTONE OR SIMILAR PAVERS TBD . , , rt ,::;;ay 6 {1�A6,.�J illllllllllilllllli11t11d i J l V�tl a lllillillllilllllllll o> N N r TOTAL LOT AREA = ca.26,999 SF RUN—OFF CALCULATION: '� ;' `• ' # � ` x• � CZD _; P POSED SITE PLAN : o LOT AREA TO T/O BANK = ca. 17 425 SF = 100.00% FOR 2" OF RAIN TO BE CONTAINED ON SITE ' ' '"� ' x ' '- 1 � n; i +; *x '� `�:• o,..:.+`' # — �� DATE: 05/26/2024 EXT'G. BLDG. COVERAGE = ca. 1816 SF = ENTIRE FOOTPRINT OF DWELLING: 2,265 SF: -� 4 '-# SCTM# — 1000-53-04-02 • - # •I '•��' TOWN OF SOUTHOLD o W PROPOSED BLDG. ADDITIONS= ca. 449 SF = 2.57� 100% Arun—off coefficient= 378 Cult. �; ~�; -+ >••.:•x SUFFOLK COUNTY NEW YORK z PROPOSED POOL = ca. 640 SF = 3.67% PROPOSED 8 x5 DRYWELL 1 211.1 Cu.Ft. ••�- = " ## _� SITE PLAN TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% PROPOSED 8�x5� DRYWELL 2 211.1 Cu.Ft. •` ,'f" MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% PROPOSED 8 x3 DRYWELL 3 126.7 Cu.Ft. MIT w a DWG. NAMEWITH GUTTER LEADERS FOR ROOF RUN—OFF _ - -_ _ A-100 � �P I , TIN DWG NO SURVEY BY PECONIC SURVEYORS, P.C. — DATED: 07/12/16 DW1+DW2 SIZED TO INCLUDE DECK RUN—OFF � e� F]ADDITIONS W INCL. POOL APYROVED BY / BOARD O 1 RUSTEES / TOWN OF SOU,THOLD � OLIVER / RATE p �' • RESIDENCE ... ....... 4' POOL FENCENY * 1. =•*,� :+ ,�': ,�,�:.. ,' : .''` eRT a di + ' � 12 •SAY SHORE RD x . ,G x * + • .•s f •. • ,! _ r .� • tt.j'`I-qt1 y 4•f + DECK �, + / �' '. .:r .. -,•a ;, „--. .�.a' •�• Y .' :'• '' t ��''• +7 ARCHITECT 6 ,*' s,•:+* „t• *: ** .• �'r; . '.: .- ::• + + FRANK UELLENDAHL «' ..,4 . .! w ",- + • +' P.O.BOX 316 ZONE VE • •a ' GREENPORT NY 11944 k ,• TEL 63` 477 2 STORY DWELLV. =L 1 8624 ING EL, 8 F :'� ..r• -:. + +...'EET ': / f '�• + µ*w + + +•:y+,'t•;' ?i�• :w f•�^'• ° ^at: + + •. •'• .t•� 'a• '• ••.: 1 �•. .�?�t+� [tt2112i1 DRIVEWAY �• + + :�y.=•r!�';./:. 4r ,:,,•• . • 't +' *� + + + l,.y,T .: S•: .•,,.# : e .•#.•?. 's'• A: • .' •••w +'s '+.�kttlitlilil DWi+' * +++++i''S''i•I�; w Y '•a•• '`� �� ;. 1••• :•! •z e•' �, • '"y `' •.•'`'•:f� ,•� t + '�.Mtlltl{lillt + + F•. .. '• + +'+. +.�t.Il,lililllti �.X" :: "• ` •••• . ; :,.:. +*+{;�:+�l tttt11i111t OWNER VEGETATED ;; r :' '.: �, ::; " :.« > :., j :' + •.171311tttlillllliil� ., +, . }?.F••�+tr}t4111uieu...... KATHERINE OLIVER ,���••:•� :•:•Y, •.tf.••'•,,• •�;: W•..• •"• •d .•i •• ' +++'++••+%11111 1111%flit illlt, NON—TURF ..,� : ' +.+ .• Shwa 9 -- ''''�: i' {+�• • x te:;tar��••..` •.. ~• , ;• '+ ++;•i+ 1i1iiiiiiliiiiill 15 WEST 53rd STREET ------------------------------------------------- ----------------------- : :;:;: : •::' _ '. :'• : +:•, s,.' : ::: x•* BUFFER < . :. ' , it t 11411lluultlt NEW YORK, NY 10019 french drairi: : )`. , . +' + . , lltiit,iiillliiilltall' >•• �. •� , • -,� �•• d - Q -tRtik411171........Hit'.? ,* /'' •,.E• a °+asti+.++ dauanntaullknktt,: TEL 917-578-6803 �• • c 8t iRt t111 i 4 tl itl t UUikliSt — lli i118 kl• I — ii 1 111itiilAtlAt17 3 EDGE OF ROCK AND SAND- M/N ;�:• .,� �tltilliL1tl11llitlltlitt,liil • •.'4.4• Z a, y, •;! rl: 11i111li11122tltlitlitttllti? o ; 40 FRONT YARD DECK ......•....•..... . S _ ,.: lI il2alidtiiilllalit:tltitd' o i ",* * r= 4' DELINEATION LINE OF THE1. -+.,• + ,lillitiil111111i1•iildl,lllltll CA.1,420 SF `*q : ':�' :'�;•':.�_ ; ;';' UNCONSOLIDATED SEDIMENTSr. +`: +f,:=+111I1111Y11IlldE7liltlt!'t11t1 M t* '• y+ •f •.,., ,*♦.'+ Y +•. 1i11i11t11ti11t111,11ttE F i ::STONE PATIO: =•'�! ::� . =d :•,, + + +.+ a111t277111141s8F11}lLttUt :M`V J� \ LAWN DW2 • .� .' +. + t,lattEllltlltltl,liillll l ., i •:,• • _: `'• `• r.. f' + > <.. + t13ii111t1111lItIll1111 gel trench for ..; ._. . . :. + + ► +."!{dt11d11t111tal4tillliE4 �t r r +.- ,+r' :.. s• d + d ♦ l.nlinulaullnllurtt i t a fall t t t I* 2 ti idt ttal i i r� e t li 11 oc Water runoff a: .:�:', Q '"+�* ** ,;+` •.•�•�, •'*• ••.r•' ••.• +. ! � `.tt1l11Ellalailttldl\iti cC O * * / �y • ' . •, •' f' •'�••. /'•• •'I'• , •f' ••f'• s Mill tilt .y+.,b+ ".illllltlltlillltlllllii S _ + + •;�` .• ••'• '! ".i- •••' ''!• a = •s i / lltilalil4d11tilAAAi 1tSli' (� 1 +' + •• a' 1: i•• < •• ':• a #•+` '.;11it13S1tilaiEtill8t4 :french drflln i Z + • y <.' , �: } +. , a +^.: / tt1il tAtllttt8it.. w .` - �� r (�. :1#• t •• ,• i a,• i:.••' . :.+.d' +'�+ t / itittta{111d1UEltllili '•'A •: ,atiltltlililliliEllltBillli..,: 4s i S+'C'`'-_. ++ t t 11111♦• .tit iii112};ttit El to'- t r .t -- J t-a ti a•A a8811t t tSl 14 ILt111 I t It l 1!i it t i• r jj •:a a • f F f 'i .ttl lt11111 Ill 1. l lH lid....... ' is • 'a 1' VG ,i E EfATED - ♦ •it •L l 1 1'd• �l.1 dill lull 1 il3attLUa it 11 lAiit` r* 'i' i l a c S' _ ' � �'''�'�':':'• if„ . ..�.:•i „.....,,,. .. +* ♦ •: ! •y •+d' ..1 •• • Iy., .•t .r u+ It1I31l8titilltl13tI171d433t411Silaltia!• \t°S I - � F,' •` , NON—TURF • ' . +-+.+' tl1121171i1t}IatiSlfEttiilttRt??Ettl?il' �/r7 F� iqa 1' t '.titi?llYtltS.tl;ii?i?h•1 t,rti2ki81lliiltiEi� •;;' .• ' '•. •• i - i • ,,,, . +,rF +littlilkUlt i `63 •`� i t311 1, i alil It#tt!lStlltittlltaat it iittlittit •w ' + ."�_ • /•• 1 '.: ` + +• Nllilllittltl BUFFER +` .•�: :. •- : ._ :..•.+ ;;- �.�, -� �• * +� :• f . •. :. �11d11i11i11111IPE S COVE > > i '.i ..•,: r ,� .•♦ i ♦ + :h tt13l1tti3iitU "1>; c� altt° PROPOSED 16 00 ; . = � . '+ f +ltinu:nluuuultiiiiiiiiiiiiiiiiiir * ••'d ' <- a +,. vt' ,« +, ailllliltill2all1UlRHl{{LlilatiitLldll SHED ' • r' d ,a'v y + ttit311t1tSlitidliNEllEdak{L{lElltlitt N Z SALT WATER POOL NATIVE PLANTINGS •:•.:.•.:.•.::• 111E 1 U 1,•.. ♦ � •, _ ,a•? w q \ , , r •; _ - •• �a• ,+,�tiatilt141}ihlldtl{tiaEItdiltlil8lltltt c 1 bi i tit' __..__.._y NA 1; •• .t + -+•il?EaNilattllliillilltilliilltilil3ttll• • 111t1 tot t • Q;..' : � '• : t1 0 _ _ •••.t * •!y1 litliltilElil14i1RttiTlt31t1}tit• Z l= Q Ill} �„. +.,. + + _, _�. ,•- ; LINE OF HAY BALES, •: ' •,:, i;.• {+>akk t2�iii11M,tiiiiiiiiiiiiiiiiiiil` m tit .ai. J a + r ttitltlitltlttltitlttttllilttt• i 5 '•:. '' , : .. •. SILT FENCE '••. ••:� .•• +•+ lI'L- IAtLEllllldttltlitd1l311dtt1+ + * • •, *`. ,,••.,4 ' z+ u'wrdi{lit{ltlkltilkili{t1S711kiT' w • ' y"' AND POOL FENCE :.. tltt=. lililtllElitt421llklititil111' .* * • 3 ., - ;� illn3ltlltllauatnnultluultr �-- v� _ •` " _ •' -•it N• - + ItiBltilii192tt11lilidtilll:tllli` _ i= LAWN ** '• •y .• °• a. 4• „^ }Rtiltt32tt{tkktidattlYtiHililiiiii• � ul { * •* ___•xlx •a•'`' ..••'• t +• ♦'• 'd•' : S •'•'f. �+ '`�• llttritltltAtiDlti tilRtikil4lS+ ,� r**+* + + ** ".�.-:x{!!x •• �, •„ , f•.r 'a i• i i4pLt181111tPAlRillitillili3• •'a* w ;_• #'*i i .'. R • +i -•• • ,� lil...Allittdilltaltillliti1113` -'_ -•.:"- '"--" -----••.. 1,.,,t!,.._.--.. .;c:.'y'•�'%'� *I. i .• '�•' 'i .' h' ! •a '• 7 .••� .. '*ittitliiitlttlEtklt1t13111i{l, U - 4' POOL FENCE BEHIND PRIVET HEDGE - ;}.; ' •: . ,.'.:. •:. :: �t111111tt1111t 1"111tw ' N .:t•• ,•' '.� �•'-•� y �� .?y' • •�,• ,,. •y IdililtldlllR'; it{tlt' "• >.,,. 111111Eltltla N 211.76' .. 111{11111111' LEGEND utletnntil; , N � ililitllllltlll?.'.` 1tSltlltlAt3l1A" iltUllkl1131dl+` Z illltlllitlii�' �� PROPOSED ADDITION ZONING CALCULATIONS 2 CAMERA LOCATION FOR PHOTO VIEW 2 _____. — — {l;;""'"' e l • iktltdE?' IE (,j' 0 EXISTING DWELLING �& DATE: 11/27/2023 TOTAL LOT AREA = ca.26,999 SF RUN—OFF CALCULATION: ; �. - —'—fli SME: LOT AREA TO T/O BANK = ca.17,425 SF = 100.00% FOR 2" OF RAIN TO BE CONTAINED ON SITE PROPOSED EXT'G. BLDG. COVERAGE _ Co. 1,816 SF _ 10.42% ENTIRE FOOTPRINT OF DWELLING: 2,265 SF: DEC 1 5 30 �'5 SITE PLAN PROPOSED BLDG. ADDITIONS= Co. 449 SF = 2.57% 100% run—off coefficient= 378 Cult. PROPOSED POOL = ca. 640 SF = 3.67% PROPOSED 8'x5' DRYWELL 1 211.1 Cu,Ft PROPOSED SITE PLAN o r, W. WME TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% PROPOSED 8;x5' DRYWELL 2 211.1 Cult. �t _ N� A-1 PROPOSED 8 x3 DRYWELL 3 126.7 Cult. SCTM = 1000-53-04-02 MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% # o W. NO WITH GUTTER LEADERS FOR ROOF RUN—OFF TOWN OF SOUTHOLD SURVEY BY PECONIC SURVEYORS, P.C. — DATED: 07/12/16 DW1+DW2 SIZED TO INCLUDE DECK RUN—OFF SUFFOLK COUNTY, NEW YORK 0�1:j ZONING CALCULATIONS INTERIOR ❑ALTERATIONS w TOTAL LOT AREA = ca.26,999 SF LOT AREA TO T/O BANK = ca.17,425 SF = 100.00% EXT'G. BLDG. COVERAGE = ca. 1,816 SF = 10.42% PROPOSED BLDG. ADDITIONS= ca. 449 SF = 2.57% PROPOSED POOL = ca. 640 SF = 3.67% 'I OLIVER TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% N RESIDENCE SURVEY BY PECONIC SURVEYORS, P.C. - DATED: 07/12/16 279.15' w GREENPORT, NY Qr______________ __________________________________________________________________� :.:.:.:.:.:.:.:.:.:.:.:.:.:.: :.: :.:.:.:.:.:.:.:.:.:.:.:., �:;:;:.:.:.: 4' POOL FENCE 1255 BAY SHORE RD o DECK_ -M----- O I—JI 1 `+ 1 ��« + w + +/ Z _ ' + o ARCHITECT v i + 9 3 FRANK UELLENDAHL +yam+ ++ g 123 CENTRAL AVENUE w r ♦ + 1 P.O.f30X 316 1 L_ f + + ,3 t 0 I f + + l tlt w GREENPORT NY 11944 + ♦ and 1 �d I .lat Il + f f r — � • 6 1 477 86 O 1. + + + + i llilm c� TEL 3 24 U illUlll 1 C ill ll Il f Al i 1 tl Llli Iltl w DRIV�►N Y + + ♦ + t t A. t GARAGE tl I n!ulalu al 1 1 it illilli L + /11}'lilt;illlltl 1 + f + I' t N + + + + �I II L iltiiilll OWNER 1 i t II i � + + ♦ r L it it _1 Hilt ll i!E it r+ + + Mi ill 1 i till I1 1 I ill; 1 KATHERINE OLIVER allllllllilllllililt` . + + + + nauluunmmtl 0 15 WEST 53RD STREET + s + + it, Z 1: + + + t tlaaai litHill tttttn Shower ® +, + , 1 it NEW YORK, NY 10019 3.3 kattI11111Atlllltillnl' *«++*++*tiii lit till iiiiiiiiiii TEL' 917-578-6803 . + + + . tI limillitill till milir 1 t 1 u�Ill illllliltlililtll 1! + + + + + + + +/+��}LtillltllUliltlinlltim) 1 + + + + +^"ttlttltilalllallililiitlal % CD 40 FRONT YARD i DECK + + . . IiIII' t,I..l,-mtmilt + + + +��Udtlltlllltlittlintimtlili' + , m!lltllllltllltitllntl3 �_ I 1 •� 1 + + + +Yiiuunuuuutlunntnurr o OS « + + +.l..... llunulnlminn . u ZONE VE o`' ++«+,+.+�f;d,�"11„�;�1�,'„��,;;;�»�1„1 :::STONE PATIO::::: + + + + «,Ilmmmmllmmlmlllm} - _ L 8 FEET) IL---«=__ ,.: 1E + + + . +utluutmlmlmmlullmltly I (E `' + + + « +/jiltlnl7ittllttlimalillttlli4111 0 I - °L;1-- -1 AREA OF WETLANDS + . + + milmmlmlmmlllmmm} > + ♦ + itlilililt tllillli171111 tlltilllmil + + 11111Itililtntlim111111 !tint;` �O 16.0' 115 SF + + + + + ilaili111{mnlitiltttlllitllillln f+++++++.tunnniuunununlimivalul V tmtmumuIlllutlit 11,wilr N r + + f [1{uuunnuunllulmnnlunln LJ_ Q = ++++++++1[11lit, I tlillallltli7111Uita1llittl' W' .t l tilt;t l i i 11111111 m i l l L l i l"Ill""" 11 l 1'tl!ntllil t7ltlltllltll lilt 1111t i U' + + . 1 l O + i1111tt11t11ti11111t111itllitlillillll' LiJ Lz; «++ tt;lamttmmnitmtmntlttnmtn` Li p + + + ilnln1111numammlminitaltln` �:r NN 11ttt11t1li1tiiilU it millttlitilili' I� « + + J O ;alit illtiltllt Illtll all tl 1 i i 1 1 nli t ill' J� � � �llllllillilll llltlilm ill lllti 111111' o O; ` PIPES COVE � „a // + + ftutulnuuu o 1 ltnll ttUlililF "- tI1111ti1m11111lilt + + + tllmUtlilttil Lmllilllit4 +Y,t,t1111tII lilt / + + +allltliinnl111t11...................... 3 V J 111111llillit `PROPOSED' al4aamtlita trail = F /!._ tr, llllitill .y{i mimin ilatli + + 4ltlllit,ln11 13lUritlllillint111tir lttimninmmnmm�uanml lilt 1600 li litilllltl illiti V ..9illililllllllnllllillimlillllf 8 �itlUUlllit t lit itmttil iillil W _lllilltiltillilnlllllltillilltll' O i(+j �/ 1ia111lllilitillilllnl121111{1' QM .-tmllltlitp POOL iiiillt��,,l2kt'MtaittH roll - /�(` -FlalltilillllliltlallllltlltlU' W i1R11❑11[.� 33+",talll 1111 lil41{:,ln O +/. ...... tit` •�r..��. �/ \ .�tllil.......... ltltlllliliitllllilll` 0 + \� .dUtlllililllllliililltli` 3 ca.197 0 llmmmlmnmlli Q y+ �\ t1t1111119111 itttlllltl' Q y 'GUlllm Rtllltlltl!' Tt 1 i tttit111lnti11111i1Ua` Ww L�J ✓� + ti illililtlililitiwill lliltllilti' 5 iC +1 llilltlililllllllillltl l9 iii a7d R.` � O + t.Ltlllllllllltilillm l,?�""' (l7 � �-j � ".tall111liitittillitt; O _ y., ilttiilalt nl!lid^` I, ;.l altttllilitna t M O /Iilat t tiltliltatltl o N - , Allmla tlilatmlaillll 4 POOL FENCE lmlmtlliiltll,llllt LEGEND o N 'ta111llIllllliilaltntl' ?`lylllll aalltLlip. 211.76' ;1�,1�d1t,;"' 0 PROPOSED ADDITION W EXISTING DWELLING DATE: 07/25/2023 a SCALE: i/16' = 1'-0' SITE PLAN 13fdQ' e�'��k ffgii OA r=yt3> PROPOSED SITE PLAN DWG. NAME r SCTM# = 1000-53-04-02 0 ZBA - 1 TOWN OF SOUTHOLD g ON. NO SUFFOLK COUNTY, NEW YORK o e� ZONE VEINTERIOR ZONING CALCULATIONS DALTERATIONS (EL. 8 FEET) ------- --- - ----- _____ TOTAL LOT AREA = ca.26,999 SF --- - _ LOT AREA TO T/O BANK = ca.17,425 SF = 100.00% F���D 1816 SF = 10.42% ZpNF PROPOSED BLDGV DITIONS= ca. 449 SF = 2.57% w Ppp� PROPOSED POOL = ca. 640 SF = 3.67% 1/0 B -_-Net TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% OLIVER �VK MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% RESIDENCE LLJ SURVEY BY PECONIC SURVEYORS, P.C. - DATED: 07/12/16 GREENPORT, NY o �E 1255 BAY SHORE RD ... ...... MAXIMUM GROSS FLOOR AREA ............:............................... U LOT AREA 3,350 SF PLUS 10% OF LOT AREA I W .'.'...'..'....'.'...':.'..'... .'.'.'.'...'..'::::.'.'.................................... .....'.. ... 0 ::':'::. ::::::;:':::::'::'::::::::':::::...........'.....:.'... 26 999 SF 3 350 SF + 2 700 SF = 6 003 SF ARCHITECT ( 1 ) 1 I I J Z O = FRANK UELLENDAHL PROPOSED 0 OSED GROSS FLOOR AREA .6 4. LO 3 303 SF I 123 CENTRAL AVENUE : ::;:;STONE PATIO I ; P.O.BOX 316 ....................................................... f 0 ....................................................... : : i I i GREENPORT, NY 11944 6 1 47 COVERED PORC H - I TEL 3 7 8624 W .... 4 16x 0 . , 1 .::::::::::::::::.':::'.'::::::: ;':;':::'::'::':'::':':::::': : : :::'::'::::::':::::'::.:::;::•::'::'::':::': OWNE R PO OL J .• f 3:_ N _ _ w -__J_3 c� Z KATHERIINE OLNER 'f - 2 253 SF BAY N z 1255 SORE ROAD r - 1 / - - - i w - cD - W GREENPORT NY 11944 �' i ---- - TEL 000-000-0000 Q; / 3 r J -- O N 1_ r ' - J - r . }_ _ ... .................. ® 13.0 15.0' -`-� a t Shover. .............. ........ ..... ....... .... ...... .... ............................ 1 I .... ..........6................. M GARAGE _ 1 ST FLOOR PLAN 1 .4- ' - ,. DECK 4' POOL FENCE Bldg Dent copy from ZBA Final reviowed is ZDA FUG>r —Ids' zli 15' SIDE YARD 20' SIDE YARD oats: o � LEGEND U d W 0 PROPOSED ADDITION R D D N N ............................ - - 0 EXISTING DWELLING N N W z � o ........'.... .'...'..'.. .'.':.'.'::.'.'::.'.':.'.'.:':...............:.:.::...:.:.'.':..... .'::'.:'.':1,050 N M z `: ::DRMAY:: :::: DATE: 07/24/2023 Q W r 3Z SCALE. / .......................'::::.::.':::..................... ~- SCALE: 1/16"z SITEPLAN SITE PLAN N N SCTM# = 1000-53-04-02 DWG. NAME TOWN OF SOUTHOLD s ZBA - 500 2ND FLOOR PLAN SUFFOLK COUNTY, NEW YORK ®� Dwc. No 110.00' INTERIOR ` ALTERATIONS - w J CX.J W o = OLIVER RESIDENCE GREENPORT, NY 1255 BAY SHORE RD TONE PATI DEN EXTENSION CD T � Z ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 ma!] OWNER QK ATHERIINE OLNER SHOWER Z 1255 BAY SHORE ROAD OAS GREENPORT, NY 11944 3 TEL- 000-000-0000 A43 0 o LIVING ROOM UP `�� W GARAGE i + z 01 d m � s • -------------- SCREENED PORCH -------------- II II II OF � ¢_ II Cl II o V" N _-- O O � O 00 II II DATE: 05/01/2013 ... FOYER 3 SCALE-- DINING ROOM KITCHEN PROPOSED ' 0 1 ST FLOOR PLAN I I ' N ZE� DWG. NAME El Er CLOSET o ZBA - 100 ®¢ DWG. NO INTERIOR m ALTERATIONS W 0 J N J U I� OLIVER ® RESIDENCE GREENPORT, NY 1255 BAY SHORE RD . ...... . ...... ...... ..... .. .......... .......... .......... Z J ARCHITECT ®® 9 FRANK UELLENDAHL 123 CENTRAL AVENUE CROSS SECTION GREENPORT, NY 11944 TEL 631-477 8624 I I WI Iw Z I =I o = � OWNER �i a i� :::::::::::•.:�:•:::: ::�:::::::.� a KATHERIINE OLNER I I PROPOSED NORTH ELEVATION Z 1255 BAY SHORE ROAD GREENPORT, NY 11944 TEL 000-000-0000 I = I YOGA I o x o M = I I = p Ap, I CLOSETS I I U `C F '� i I I W.LCL 2%1-0 BR t -- N a " [Cal I ME Immm TT-TM a a 4 U � II / o �d r+✓ II oN W N .......... t9i o w PROPOSED EAST ELEVATION W DATE: 05/30/2023 BR 2 I BR 3 SCALE: N.T.S. �Z 2ND FLOOR PLAN 1 W ELEVATIONS Bldg ept Copy'from 2BA Final reviQwed Gacuments N N Z8A i3i' DWG. NAME 2ND FLOOR PLAN / CLOSETIFITNESS AREA Date: o ZBA 200 ®� DWG. NO n OLIVER =uGREENPORT, NY ..,��Ilullllilllllulllll��,,..- /_ — 1255 BAY SHORE ., ARCHITECT _.,,- llllllllllll�ll!!l ,� III III I II II IIII III IIIIIII I � �_ - FRANK UELLENDAHL _ ■.., _ ;mill on -Rol R-0 I, �'__ ■■■ ■■■; Ilillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllillllllllllll ■�—— OWNER ,,1255 . . , NY 11944 - 000 000 0000 _ _..�eulllllllllllllllllllum... �_� ` i�i IIII= ■■■■■■■ =1 _� �— ._ IIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllllll II II II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - ,Id IIh_- ---.el III, in no —- _ Mill i��ll�����-1— .^. — IIIIIIilllllllllllllllllllllllllllilllllllllllllllllllllllllllllllllllllllllllll _ --'_� — _ �I_' ,�I� Imo'!■ ■��� 1,��.i�1'� ��_ ■■■ _��;■, � I���_. I■ - IIIIIIIR�11 _iE'nomoll m _ DID .i��lDAM 05/01/2023 "kill'1 1 1 ELEVATIONS DWG. NAME .s /' ZOR NO . - • � INTERIOR ALTERATIONS U. OO �5 OLIVER RESIDENCE GREENPORT, NY 1255 BAY SHORE RD U Z ARCHITECT W c� FRANK UELLENDAHL m 123 CENTRAL AVENUE P.O.BOX 316 0 7.8' GREENPORT, NY 11944 a TEL 631-477 8624 W PRqAQQM0N q OWNER KATHERIINE OWER Z 1255 BAY SHORE ROAD GREENPORT, NY 11944 3 TEL 000-000-0000 Y � o cm o N 0 0 IFMI IrFHI ET]] 50 � N z ---------- 0 ® ® o o� SDATE:LlCALE 05/30/2023 3 Z Li z SKY PLANE J 0 7.8 ZZ ......................................................... (\D Q DWG. NAME SKY PLANE OF LOT PROPOSED ADDITION PROPOSED WEST ELEVATION Bldg Dept copy from 7.15A oCD ZBA - 400 Final reviewed docuamtc 28a Pq# —7 6 2L ®� DWG. NO ")ate: INTERIOR ALTERATIONS w 0 Cn xJ W OLIVER RESIDENCE STAINLESS STEEL POOL HANDRAIL GREENPORT, NY 1255 BAY SHORE RD o � I � w } ARCHITECT FRANK U0iENDAHL 123 CENTRAL.AVENUE P.O.BOX 316 o GREENPORT, W 11944 �E T11- 631-477 8624 Q OWNER KATHERINE OUVER 15 WEST 53RD STREET NEW YORK, NY 10019 T11- 917-578-6803 Y POOL PLAN 0 w AUTO SAFETY POOL COVER74 W z W 2"x12" bluestone co ing LED LIGHT on 10 thick and 60 deep o ®�� POOL SPECIFICATIONS %; O 0 concrete pool wall O O , PENTAIR EQUIPMENT VARIABLE SPEED PUMP '� . _. _ . _._ ._� ._. _ . _. _. _._ . _. _._. _ . _. _._ . _ . _ . _. _ . _ . _ SALTYCHLORINE SYSYEM CARTRIDGE FILTE 20 GAUGE21 4-250 WATT 6' POOL LIGHTS VIRGIN VINYL LINER 3—WIDE MOUTH SKIMMERS 400K BTU PROPANE HEATER 4'-0" J 6'-0" 16'-011 ,� 8'-O" i12';12,112'�12'� 2'-O i W DATE: 0 26 2023 CONCRETE STADIUM STEPS J 40'-0" IN �10'� scu: 1/4" = 1'-0° 10 THICK CONCRETE WALLSIN 11 WITH POAM 8" REBAR IN A 24"x24" GRID ¢ POOL DETAILS 1 »4THIC ONCRETE ON WA ANGLES LONGITUDINAL POOL SECTION Y� no VIRGIN VINYL LINER �,� DWG. NAME INTELITOUCH AUTOMATION SYSTEM DWG. NO ZBA - 2 AUTOMATIC POOL COVER U L.� I SURVEY.. YEY OF PROPERTY _ .AT ARSHAMOMAQUE TO WN OF SO UTHOLD SUFFOLK _CO UNT Y, x Y. IN 1000=53 04-02 " DULY 20, 2016 ZONE 42 feet) i SEPTEMBER 4, 2025 (Rlna! ;y in ti JUN 2026 OL (� ,xs ^ A� 0 0-/ ZONE et) N � LANnWAPD EDGE OF noAr w�naNvs TO BE AT, FF 0 ��/ ORDINARY HIGH WAnR MARK AS OEIERMINID BY SUFFOUC.CGlINTY ENIMGNMENTAL CONSULnNcl INC:ON JULY 19,20W r •2 STORY• 1, - /v FR. HOUSE �- 'GARAGE ZONE, . \ 6i cm � / o cP wo JP KEY 6 — REBAR Odip WLL \ p'1P�; = STAKE moo .ED hh°�I V apt 7EST HOLE,`- a41a / �Q. • PIPE WETLAND FLAG UTILITY.POLE j FLOOD ZONES FROM FIRM 36103CO159H DF NEW YO 9/-5/2009 ;A .LOT NUMBERS REFER,TO "MAP OF PECONIG BAY ESTATES= AMENDED:MAP,A" FILED.IN.TH£'SUFFOLK-COUNTY CLERKS OFFICE ON 7T MAY 19, 1933 AS.FILE NO.. 1124. ANY;ALTERA770N;=OR ADDI?ION TO THIS SURVEY IS-A .w6LA7TON. OF'SEC710N 72090E THE NEW YORK STATE`EDUCATION LAW. N.Y.S tic.:No. 051J32-D1 EXCEPT AS,PER SECTION 7209—SUBDIVISION 2.- ALL CER77FICA77ONS : . PEcoNic cER71RCA7E SocunoNs HEREON,ARE VALID FOR THIS.MAP:'AND COPIES.THEREOF ONLY IF AREA-26'� BCC.ft.. Pnone:(01).989-91;4 SAID MAP',OR COPIES BEAR 7HE IMPRESSED SEAL:OF THE SURVEYOR Emo/1: econictcs@gmad corn'' WHOSE SIGNATURE APPEARS HEREON. WtE LINE P.O. Box 128, . RIVERHEAD N.Y. i1901 16-065 Generates! by REScheck-Web Software `��'1��< Compliance Certificate -- °-`.� �gas ,y a� 225A Project THE OLIVER RESIDENCE j$0 Energy Code: 2018 IECC ; Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1255 B AY SHORE ROAD FRANK UELLENDAHL GREENPORT, NY 11944 ARCHITECT Compliance: Passes usi UA trade-off Compliance: 7.0%Better Than Code Maximum UA: 157 Your UA: 146 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Cathedral Ceiling 370 38.0 0.0 0.027 0.026 10 10 Wall:Wood Frame, 16" D.C. 1,054 23.0 0.0 0.055 0.060 44 48 Window: Wood Frame 45 0,300 0.320 14 14 SHGC: 0.30 Window 1: Wood Frame 65 0.310 0.320 20 21 SHGC: 0.27 Window 2:Wood Frame 29 0.290 0,320 8 9 SHGC: 0.28 Window 3:Wood Frame 118 0.320 0.320 38 38 SHGC: 0.23 Floor:All-Wood joist/Truss '4 0 370 30.0 0.0 0.033 0.047 12 17 r UCQ Project Title: THE OLIVER R ID N " Report date: 05/20/24 Data filename: Page 1 of 10 Compliance Statement: The proposed building design descri ed 'IrM with the building plans,specifications, and other calculations submitted with the permit application.The prop sed designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the m nda s listed in the REScheck Inspection Checklist. Name-Title ig to Date Project Title: THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans VerifiedFielol Verified Pre-7Inspection/Plan Review Gomplies� Comments/Assumptions Req.ID, Value " Value 103.1, ;Construction drawings and ❑Complies ; 103.2 "documentation demonstrate ❑Does Not [PR1 ;energy code compliance for the J building envelope.Thermal I❑Not Observable lenvelope represented on ;❑Not Applicable -1 ;construction documents. I 103.1, ;Construction drawings and ❑Complies 103.2. documentation demonstrate "I❑Does Not 403.7 ;energy code compliance for {s [PR3]1 ;lighting and mechanical systems [:]Not Observable I � , 'Systems serving multiple ❑Not Applicable t ;dwelling units must demonstrate ;compliance with the IECC f ;Commercial Provisions. 302.1 Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.7 ,,•;- sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [Pft2]2 'on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ' -,Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable 1 i 1 I I Additional Comments/Assumptions: 1 I High Impact(Tier 1) "2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 3 of10 Sec_tion #„ Foundatio'n.Inspection Complies? Comments/Assumptions &"Re lT ID 3032.1• 1A protective covering is installed to ;❑Complies [F011]z °. protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below grade. ;❑Not Observable: ❑Not Applicable 4n'.9 , ;Snow-and ice-melting system controls;❑Complies [F012]2 installed. ;❑Does Not i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 4 of10 Section. IPlans Verified Field Verified: #- Framing/Rough In,Inspection ` ` Complies Comments/Assumptions &;Req.ID " Value: Value 402.1.1, Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ; ;❑Not Observable [FR2]1 ; ; ;❑Not Applicable 303.1.3 U-factors of fenestration products _ . ❑Complies [FR4]1 are determined in accordance - y❑Does Not ;with the NFRC test procedure or :taken from the default table. ;?❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 !installed per manufacturer's ❑Does Not instructions, s j ❑Not Observable ; 3❑Not Applicable 402.4.3 ',Fenestration that is not site built [ ❑Complies [FR20]1 '!is listed and labeled as meeting ?❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 for has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 :'jsealed at housing/interior finish I ❑Does Not 1 and labeled to indicate s2.0 cfm leakage at 75 Pa. Not Observable ; j ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is w,"ElDoes Not i>= 3 inches in diameter and >= 'R-6 where < 3 inches.Supply and ; :.3❑Not Observable J return ducts in other portions of ;j❑Not Applicable ;the building insulated >= R-6 for 'diameter>= 3 inches and R 4.2 ;for<3 inches in diameter. 403.3.2 Ducts, air handlers and filter ! ❑Complies [FR13]1 boxes are sealed with 'j❑Does Not ;joints/seams compliant with ❑C '' Not Observable ;International Mechanical Code or International Residential Code, as El Not Applicable { ;applicable. 4033.5 ---;Building cavities are not used as ❑Complies [FR151' ducts or plenums. ❑Does Not 1` ❑Not Observable ; `❑Not Applicable ,403.4 HVAC piping conveying fluids ; R- 1 R- ❑Complies [FR17]2 !above 105°F or chilled fluids ;❑Does Not 'ibelow 55°F are insulated to >_R- =zi 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; '❑Complies [FR24]1 'piping. ❑Does Not 1❑Not Observable I❑Not Applicable 403 5 3 ''Hot water pipes are insulated to ; R- . R- ;❑Complies ; [FR18]2 >_11-3. E❑Does Not ;❑Not Observable ' ❑Not Applicable 403.E-' Automatic or gravity dampers are - '❑Complies ; [FR15F l installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable i ❑Not Applicable ; 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 6 of10 Section ' plans Verif�etl 4_eA_ Verifw Insulation Inspection Comphe5� Comments/Assumptions ' ValueF Value 3031 iAll installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable - ❑Not Applicable 402.1.1, ;Floor insulation R-value. 1 R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 1 ;❑ Wood ;❑ Wood ',❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per [, - ',❑Complies 402.2.8 .manufacturer's instructions and b❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in f = r ❑Not Applicable ; ,contact with the top side of ", ,sheathing, or continuous insulation is installed on the underside of floor framing and ( _ extends from the bottom to the ;top of all perimeter floor framing ;members. _ 402.1.1, ,Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ,❑ Mass ❑ Mass �❑Not Observable [IN3]1 .exterior,the exterior insulation ; requirement applies (FR10). ❑ Steel '❑ Steel ;❑Not Applicable ; I 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 ,manufacturer's instructions. F =❑Does Not I ❑Not Observable , _}❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 7 of10 Section Plans Verified Field,Verified =`# Final;lnspection Provisions Comphes� Cornni /Assumptions 6r'Req".ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R- 1❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ;❑ Steel 1,❑Not Observable 1 402.2.6 ; [Fill' ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 (manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ;❑Not Observable 1 "J❑Not Applicable 462.2.3• Vented attics with air permeable ; ;❑Complies CFI22]2, l insulation include baffle adjacent f +❑Does Not to soffit and eave vents that ❑Not Observable ; extends over insulation. ❑Not Applicable 402.2°4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation ?R-value of the ; (❑Does Not ;adjacent assembly. ; i ' ;❑Not Observable ' , j❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and I ;❑Does Not <=3 ach in Climate Zones 3-8. ; 1 1❑Not Observable , ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ElComplies [F[27]1 !determine air leakage with ft2 ft2 ElDoes Not ;either: Rough-in test:Total ; ❑Not Observable leakage measured with a pressure differential of 0.1 inch j ;❑Not Applicable w.g, across the system including (the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; 1 ,pressure differential of 0.1 inch j Mg. across the entire system I including the manufacturer's air ; handler enclosure. 403.3.4 ;Duct tightness test result of<=4 I cfm/100 cfm/100 ❑Complies [FI4]1 :cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ;❑Not Observable (tests,verification may need to I ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of JElDoes Not design air flow. ❑Not Observable I j❑Not Applicable 403 1 1 )'Programmable thermostats ,. ;❑Complies ; [FI9]2 3,installed for control of primary ❑Does Not )heating and cooling systems and I ))❑Not Observable initially set by manufacturer to l ;code specifications. , ❑Not Applicable 403 1 2 ,i Heat pump thermostat installed ,❑Complies [Ff10]z. }on heat pumps. :_ ':{❑Does Not ° ❑Not Observable ❑Not Applicable 403 5.1 ;Circulating service hot water ' ;❑Complies [FI-ll]?, isystems have automatic or j❑Does Not accessible manual controls. ( " I❑Not Observable ( : ,I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 8 of10 Section Plans Verified, -Field Verified' # Final.lnspecfion Provisions Complies? Comments/Assumptions &,Req.ID Value, Value 403 ,1 !AII mechanical ventilation system ❑Complies :6 [FI25]z. Mans not part of tested and listed ?❑Does Not HVAC equipment meet efficacy s ❑Not Observable and air flow limits per Table iR403.6.1. P � !E]NotApplicable 403(2 y Hot water boilers supplying heat i ,❑Complies ; [FI26]2 :through one-or two-pipe heating ❑Does Not I systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable ; item peratu re. 1 403:5 1 Heated water circulation systems ;;;❑Complies [F128]2. t have a circulation pump.The ❑Does Not Asystem return pipe is a dedicated , return pipe or a cold water supply ❑Not Observable , pipe.Gravity and thermos- "❑Not Applicable syphon circulation systems are f 3 i not present. Controls for ( i circulating hot water system pumps start the pump with signal 1 ifor hot water demand within the € I }occupancy. Controls automatically turn off the pump 1 Iwhen water is in circulation loop i is at set-point temperature and 1 no demand for hot water exists. 403.5 1.2.1 Electric heat trace systems ❑Complies ; [Fl29]2 comply with IEEE 515.1 or UL _ ❑Does Not 515.Controls automatically adjust the energy input to the ( }❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the t 1piping. 4015.2 ' Demand recirculation water Z., ❑Complies [F13103, systems have controls that P 8:, ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable 1 water entering the cold water ❑Not Applicable ; i Piping to <= 1049F. i ' ; +3 ; 403.5.4 "3Drain water heat recovery units —'_ _ ❑Complies [FI31]z Rested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable ;pressure loss of drain water heat j recovery units< 3 psi for ,❑Not Applicable i individual units connected to one or two showers. Potable water- I =side pressure loss of drain water heat recovery units < 2 psi for jindividual units connected to 4three or more showers. € 404.1 90%or more of permanent f❑Complies [FI6]1 Mixtures have high efficacy lamps. ❑Does Not ; ❑Not Observable l❑Not Applicable 404.1 1 ?Fuel gas lighting systems have l❑Complies [FI23]3 Ino continuous pilot light. t❑Does Not 3❑Not Observable +❑Not Applicable 401.3 .. -iCompliance certificate posted. ;❑Complies ; [F17]z ;❑Does Not j❑Not Observable , .• ❑Not Applicable 1 High Impact(Tier 1) -:2.1 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 9 of10 Section Plans Verified` Field Verified: # Final lnspecf�on Provisions Complies .Comments/Assumptions.; &,f3eq.ID ._ - : Value Value 303.3 Manufacturer manuals for iOcomplies [FI18J3 j mechanical and water heating E]Does Not systems have been provided. -]Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 3.) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE OLIVER RESIDENCE Report date: 05/20/24 Data filename: Page 10 of10 8/ 2018 IECC Energy 1 Efficiency Certificate Insulation Rating P.-Value Above-Grade Wall 23.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): . . . e 0-Factor SHGC Window 0.32 0.23 Door Heating & Cooling Equipment Heating System• Cooling System: Water Heater: Name: Date: Comments APP 0 ED AS NO ED y z LAV 8k�1G:.` �� .PLUMBIfGVVAS '� ax DA .P. i WATER LINES NEE© �,O Of_50REFEEBY: " NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: � '�: RTIFICA. TION 1. FOUNDATION'- T.'V 1?EOUIRF0 OA1 D 00*04T;BE FOR POUR=D! CERTIF/CAftDF OcCUPAN, 2. ROUGH-FI=aAM"INiJ I VI 1`:a b 3. INSULATION SirI+VA.TEF 4. FINAL-CONSTRUCTION'MUST OSiYSTEM"CANNC BE COMPLETE FOR C.O. EXCEED 2JtO OF 1% LEAD. ALL.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQI�I•RED AND CONDITIONS OF ., r,r ftemo �'// SOMfOLD TOWN ZSA = OQ>�IOT.PROCEED WITH FRAMING UNTIU SURVEY, . OF,,.-FOUNDATION�LQCATI0J��:. SOUTHOLD TOWN TRUSTEES HAS BEEN APPROVEO.x fili!S"DEC� _. ,•,Must provide Manuals D,3 and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL slower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCY testing required. TER RUIN All exterior lighting RETAIN STORM WA PtiRSUANT T+4 CHAPTER x36 installed,replaced or 0�THE TOWN CEDE. repaired shall conform to Chapter 172 of the Town Code s GENERAL NOTES DESIGN CRITERIA: .ADDITIONS W INCL. POOL 1. ALL WORK(MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE LIVING AREAS AND DECKS - 40 PSF. s ANTr THE 2018 INTERNATIONAL ENERGY CONSERVATION SLEEPING AREA - 30 PSF. _ cn CODE AS PER COMPLIANCE CERTIFICATE DATED 05/20/24 WIND SPEED - 130 MPH d 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MAY 2 2 z024 MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING — SEVERE FROST LINE DEPTH — 36" = OLIVER 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR— TERMITE — MODERATE TO HEAVY LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY — SLIGHT RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED — YES W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL GREENPORT, NY STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST W 1255 BAY SHORE RD PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. ARCHITECT L Lj :n z 0 FRANK UELLENDAHL 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE WI N D B 0 R N E o P.O.BOX 316 CONSTRUCTION VERIFIED BY ANDCONTRACTOR(S) OF MATERIALS PRIOR TO . OF THIS DEBRIS PROTECTION SCHEDULE ® ® GREENPORT, NY 11944 FOUNDATION HAS BEEN DESIGNED FOR A SOIL TEL 631-477 8624 EXISTING WEST ELEVATION BEARING CAPACITY OF TWO (2) AND GRADES PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS LESS THANN 5%.5%. CONTRACTOR SHALL VERIFY THAT OF MIN 7 16 INCH ARE TO BE PROVIDED TO COVER THESE CONDITIONS ARE MET. ALL FILL BENEATH / W CONCRETE SLABS TO BE COMPACTED TO 95% THE PROPOSED GLAZED OPENINGS OF THE PROJECT: OWNER RELATIVE DENSITY. FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH KATHERINE OLIVER 2—INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 15 WEST NEW YORK,, N STREET � NY 10019 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER TEL- 917-578-6803 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOW SCHEDULE x MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 8. PROVIDE HRESTOPPING AT ALL LEVEL PROPOSED WINDOWS ARE ANDERSEN 400 SERIES PRODUCTS; PENETRATIONS GLASS TO BE HIGH PERFORMANCE LOW—E GLASS U L F SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORSo- 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HARDWARE — ANVERS, SATIN NICKEL FINISH CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. EXTERIOR COLOR: WHITE, .; INTERIOR FINISH: PRE—FINISHED WHITE 10. DO NOT SCALE DRAWINGS. GRILLES: FULL DIVIDED LIGHTS AS PER ELEVATIONS ®®® II] ED ITI � y,2 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— Mark Size Description Quantity ENGINEER ARE NOT RESPONSIBLE FOR THEI HRH INSPECTION, SUPERVISION, OR ADMINISTRATION OF A FWG160611-4 GLIDING DOOR — Den 1 THIS CONSTRUCTION PROJECT. FEDERAL, STATE Ll CUSTOM TRANSOM TO MATCH FWG FRAME 4 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE g WDH26410—WTR26111 DH WITH TRANSOM — Den 5 ® ® CONTRACTOR. C A61 AWNING — 2ND FL 2 SHALL BE THE RESPONSIBILITY OF THE s D PEAK PENTAGON MULLED TO A51 — 2ND FL 1 PROPOSED WEST ELEVATION 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO E A251 AWNING — BRt, Dressing Rm. 2 FACILITATE CONSTRUCTION AND SHALL NOT BE F 51701" FIXED PANEL —1ST FL LR 1 g CONSTRUED AS A CONTRACT BETWEEN BUILDER AND G AX61 AWNING — 1ST FL FOYER 1 OWNER. H PEAK PENTAGON MULLED TO AN451 — ATTIC 1 DEN ADDITION: 13. THIS STRUCTURE HAS BEEN DESIGNED IN J FR40 CIRCULAR WINDOW — ATTIC 1 EXT'G 1—STY 10'x16' DEN TO BE LOWERED BY 27" AND EXTENDED BY 13' — THE ATTIC ABOVE W ACCORDANCE WITH THE NEW YORK STATE ENERGY K TW3442 (tempered) DH WINDOW — BATH 2 1 THE PROPOSED DEN ADDITION TO BE BECOME DRESSING AND FITNESS AREA FOR BEDROOM 1 CONSERVATION CODE. FOYER ADDITION: ' : 14. ENGINEER TO BE NOTIFIED IN WRITING of ALL THE 13.4 x9.3 ADDITION TO SERVE AS IMPROVED ENTRY AND BUFFER ZONE VIS—A—VIS KITCHEN; �.� DATE 05/10/2024 CHANGES PRIOR TO AND DURING CONSTRUCTION. 18. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. SCALE: N.T.S. Z GALVANIZED MACHINE BOLTS ® 12 o.C.. THE EXT G ATTIC ABOVE THE 2ND FLOOR TO RECEIVE A DORMER ADDITION TO ENHANCE THE VIEW TITLE SHEET 15. ELECTRICAL AND MECHANICAL COMPONENTS To BE FROM THE PIPE'S COVE WATERFRONT; z DESIGNED AND SPECIFIED BY OTHERS. SCTM# = 1000-53-04-02 DESIGN CRITERIA 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND TOWN OF SOUTHOLD GENERAL NOTES " SUFFOL K COUNTY, NEW YORK o INSURANCE NECESSARY TO PROTECT THE ENGINEER OR: TRUSSLOK CONNECTORS BY FastenMaster @ 16 O.C. DWG. NAME AND OWNER. o�' E BUILnING PVRMIT APPI17. DO NOT BA AGAINST FOUNDATION WALLS : ICATInN E� DWG. NDUNTIL FLOOR SYSTEA-1 SYSTEM INSTALLATION IS COMPLETE. 16 16' C .ADDITIONS W INCL. POOL 0 xJ W 1 e / U z OLIVER RESIDENCE 279.15' �\ }ter� ,�x r •v: y:, . . • •. + x • Rd' •' t„ 1 t � 1 GRE RT NY i ! DECK *' '/ �'` ::• ' �� '� ®'; :' ;.. :•. ; y • �+•:'+' :. •r' ':.�,;,:. 12+ +� SHORE RD .d :.� ram: :*;• '+ •� ., .• ,. j,:'-. . ' .;. ::.;: ARCHITECT Io •:1' * {•:, a• x, * * , r:• •:.. ,' '�• :. �4l '.. � :' �+� FRANK UELLENDAHL i a ' ► .:.*a*':• a* .= ro•.*n•.;*x*'� �•. , ,4.•• '•a 1••r. '+•• .4 a '�. ,' +'. •++ P.0.B0X 316 9.3 ZONE VE' .:.., :;,.; �.. o :'�• •. ' + * + + GREENPORT NY 11944 W • 1— 2-STY D .'WELLING +. r r tt m I ': TEL 631 477 8624 W 't...�' .' . W .:i.•'W. ..:+ +. •r.••r.•.•,+. •x ••#• � � ♦•' � 'f .i' '} +'.� r to I '�. •+ •+ + +•' +^ ':•t,t'd' s*:�'t r. ' ''• •. ' �d' s .i•• '4' ..�• :• r,t •+ + t�,Iti lily1� RIVEWAY GARAGE EXT'G 1-STY DEN ;t;+;; 3�"?.�•'�;'e 7::. .: - �:.•, •_ '+ ,1' + ax + + +.•;• ;"3�.•r •r Y'•• •,�.d .I,. ••.d �'• r,w •• •4i.':•.d• ;,� '+t!t•�i* l�llllllllllW TO BE DEMOLISHED :DW1 tt++t.•�,,.::•�.�:- j ;= .,. , s =; .: ::' + + +*111ltlttll E ..'+.(1»lilt lllllUE OWNER i _. .• + ..�.. �.: .•" : : + + + + 1l»I11»ttl»»i ... VEGETATED f~ ; + rt rrSl»»»»Itl»»l� '.:.• �„': '., _ ,llllll1111L111,t1� t, ;! % + t . . + t»»l»»»»ill»:J KATHERINE OWER i •?:••'''�' •�`• •d' ,•i• •' ,•. •i 'd +,'+ rt +' llililllllllllllltll I , ® :;;�Y• NON--TURF '•::: ' ..: =� •_ "; ':.' .. :'.::.,.: ..,. -' �`+t;+�+ 't�tttttttttt�tt�tttill 0 15 WEST 53rd STREET SMNU �� ice„ ,. s d 1 �.'. : .• BUFFER ��- .. :`., ' >+ ,•f+,+,•„;h( lltllllllllllllllilll' ,• d• :: •y. lllllllllllllllllllilill NEW YORK, NY 10019 :french drain t a t + a I r. •. '.' ..' 3 flulunluu»uutnlu a t� _ — — • llll•'! llllllllllllllllll ll ' 4 POOL FENCE a 1 TEL 911 578 6803 , NE a _ 11 l /,! - ll lllllllllllllllll 11 1 A� •r ll 1 i •r — Illlllllllllllll 1 1 3 ��l{ 1 llllllll A/ X1 EDGE OF ROCK 1 a• R AND SAND till 1•a1 1 llllllll' o 2S :. .! ., . ".�• d�• :.•�. *+ x/�iul»»uuuul n , o I DECK d +.t f 40 FRONT YARD `•a' * ;' ,, + . + nlllil11li111t1111t1,,,111It DELINEATION LINE OF THE o . lllllllllllllllllllllllllil O ••'•�•� '•'•�' �'�• •'•'•'•''' * * ••, '• .• � ,,• +,y. ;,(lilllllllllltlllllllllllllll CA.1,420 SF .' ' -":;�.. • ::_ UNCONSOLIDATED SEDIMENTS * �, + +''+'*•• L11lLli1llllllllilllllllll �� 0 I i .. . :. . ' : :-+Mw+',1 ;ttt;tt;t;tt;tttt;ttt' F 1 LAWN 1 DW2 ::STONE PATIO::::::: ;. �'�., •• ,• . f : ..:•. ' ;.� ,� y( .�. �•••• ,., ♦ , +,•+.w I111111t11111111i1I111I1111 ,,, • ,',••'•' : y .ti•. ••,d' +, ? 1+,+�1lltllllililllllllliltllllll I r vel trench for :`'�'• }•,: .,: , •. •• '• .: , t t +�, +yLllllllll»llll»lllu»1ul Iv, Q i •!'�•�Q � •�,- '.H '. # � w + +,llllltllllllillllllllilllllll l I ;u ace orate 'x* '• ' .' •:' Z:• ':' • +.« +••+, L1111111111111I111111111111111 Ill Q r :'.x x,* *r,rUnO'{{ya ,•*. a4: • �r,..: �'• 4.,•# ,,• ;+,P . • ltillllllllillllllllllllll1111 11 .16.0 ,s x• a . x:1`• .. •'� ';• . a �l,ll»tl»llll»»1,11,»l»» ll, . p 1 1 i v' '•y•® t••' ^• ••�'. •r•+•+;�111111tlllllllillllllllitlllllll I I .w,• * + + ti •.•. 1 '.d" .•; '+'�.+ ,• uuunuuuuuluuunuun» r 1 I x �• . . •' •�uln»unnunuuutl»uunll 1 ::-�• � S + �\•, + •# ' '•♦•' ,•:d Illllllllllllllllllllllllllllllllllll I • • / +'Q , r: :• '' i • ,', ;/ t i+ +LLLillllllllllll1l11llllllllllllillill•. 1 i ,;+�• + + /� .A 1r, •••.. ;• �' IllLlllllllllllllllllllllllllllllillll` s• • i + L Il llllllllllllilt111 111•ti + i Illlllllll`F' r 4 + 0 d•♦ +SF LLJ I ��:i=• .. llllllll)L ll t . •• 1 t 111llllllllllllllllll• �v. / '•. lilllllllllllllllll* ''3 llllllllilllllllllll` 1 (\ VEGETA D x TE '•• L a• N� 1 '.I1111»l1»»l»lllt tl V; LL a �•• d•' Y• r 1 llIl11111111111i1` 1 a n.:r . r tutuuuuutuuulumluu t u•.• tut + + �••»»•i•La�•1•nmuumunuS.0 l•.•iuuunuuuuuuuuuutu.».•• — a ..*, "' .. . .( tut n unt l ul ,p I i x NON TURF _ ' ,: ., :; , " ..+.+ 111 l 1 l,t❑1111,,,,,,1' 1lll�ltWl1»ll,tl»lllllllllllllllll »»llltll,llllll»lllll» 1 .:.••;. r.'� •�..,� ®,+ »)llllllll, 1 i I llll 1 lllllllllllllllll 1111111111111 Illli11111111111111.»lll i ' + ?' •'•' 4 :,'••,, 1 •••; '' • ''••' ++++,F, illllillltlll O p ll»,��yyllll ; tlllttl»tll33.»tll , a* •,BUFFER t� +'::7 - ;'; ; :': : • d • .• •• : ;- .'.. . :.,.+ »l,t»llI'I',ll��pT1J,IPE S COVE o F ' ^ llll 1�11 111111111 r fl TillliiiAllllil x +/ .:• „ ,••'•: + d • i• Illllillllilllllll...................... Q llll l 44 llllllll *u��ly Tltlllllllllllllllllllll * f + v:'f •d .,% '••'• • , 'a ' •' J. ` +•+ ,lllllllllllllllllllllilllillllilllllllll' zd = U i 100Sf , ,��, PROPOSED 16 x40 ,g1111111111 »t,» a • . .:.• .• + +*• 1t111111I1I11llllllllLlllli11111i1111117 »,SALT WATER POOL" l»lll»I »tttl 1 LAWN x • • •• . .....:. .: • • «• llll»)Ill.....tllllll»ll»»llilt,tt• i SHED ,ll,,t 11,1111111 » »lll»llltt,tt ; * a- NATIVE PLANTINGS � ' '. :, �• ' f , +.+ ,t»tl,llt»t»»lllllll»tll»»1Li11,1' }— yt11 ltllll +.+SI lltilllilllllllllillllllllllllllllllll• I I 1L11�1�17i111llllllllllllllllpllll»Illllllllll,,"yyyy;; tClt 11LILllIL11 lllll a* ' /•:•• '"•d r••• 4 h 1•l�+1»lllllllllllllllllillllllllllll' C C L,--1 illll!R��1111111i1Il1lllllll111llilllllll�tL»»111111i11llilll11111 111 i W + 4 I ,d.a:• ••d'• •' r •+ +:. t'���/lllllllllllllllllllllllllilllll` Q I U llll 1p plllllllllillilllll Illill Ntilllllillilllllillillllllllll]1 U +*a + + „ * •,,:.� '..� LINE OF HAY BALES, a ,'::•� '• ,• ,+ 1\.Illlllllllilllillllllllllllllll' w pp ' Z E! I111 11 »11111111111111"� rttttttl»II»III""""""""lllltt !z +► 50' ! '''� ' f :' SILT FENCE + + +l=�r•lllllllllllllllllllllllilllltl` o .� 'i +•+ l•�.11llltllllllllilllllillllllll• 3 to l'�I11111illllllllllllllllllll111' S Z •'i ' • .• , y •'' • • •,;' • , . • •., lll,, lllllllllllllllllllllllllllll' I J i ,J * �*i V. •, • .: .. ,, „• d r • .,: •,i, , • '� lilllllllllllllillllillllllililllll' rs 9 o SEPARATE POOL PERMIT O *a*' * . I • -. •• :.:.'. ±,+ll»llll»lllll»Itll»lllll»11111` I i a * • -i'"•. ' . • • • lllilllLllLllllllllllliLllltllLll, I d ,� ,W a*a+ + a + .• t , .v , ,'••• ILllillllllllllllllllllll111ll11' a I _ I +a* * •• • �J• , , �'•• R �•••,'• �• �•,� ••,• ,r •. ., + 111111t11tlllllllllil111llllllll` o . • i 1..: ,• i : :i '. llllilllllillllllllltilillil111' U •'•• �/ i• Ih P•7 t •• •• • Illlllllllllllllllllllllilll»' I 14' POOL FENCE BEHIND PRIVET HEDGE i ::: ;�: .' :��'..:' Ltittttttttttlttttttttttttt"' o 0 0 S �� .••''. '4 '.• 7..• Illlllllillllllllll IN 211.76' •• LEGENDll»tttttttttttt11;,1�t• o lllllilllilllll=' Z ZONING CALCULATIONS EXISTING BRICK PATHS TO BE REPLACED "Ilm. ' WITH BLUESTONE OR SIMILAR PAVERS — TBD ;;"" ® PROPOSED ADDITION lll111, c 0 EXISTING DWELLING o DATE: 05/10/2024 TOTAL LOT AREA = ca.26,999 SF RUN—OFF CALCULATION: K ME: LOTS AREA TO T/O BANK = ca.17,425 SF = 100.00% FOR 2" OF RAIN TO BE CONTAINED ON SITE PROPOSED EXT G, BLDG. COVERAGE = ca. 1,816 SF = 10.42% ENTIRE FOOTPRINT OF DWELLING: 2,265 SF: 3 Q SITE PLAN PROPOSED BLDG. ADDITIONS= ca. 449 SF = 2.57% 100% run—off coefficient= 378 Cu.Ft. Y PROPOSED POOL = ca. 640 SF = 3.67% PROPOSED 8'x5' DRYWELL 1 211.1 Cu.Ft. PROPOSED SITE PLAN DWG. NAME TOTAL BLDG. COVERAGE = ca. 2,905 SF = 16.67% PROPOSED 8'x5' DRYWELL 2 211.1 Cu.Ft. A-2 PROPOSED 8 x3 DRYWELL 3 126.7 CLI.Ft. SCTM = 1000-53-04-02 W. NO MAX. BLDG. COVERAGE = ca. 5,400 SF = 20.00% WITH GUTTER LEADERS FOR ROOF RUN—OFF TOWN OF SOUTHOLD SURVEY BY PECONIC SURVEYORS, P.C. — DATED: 07/12/16 DW1+DW2 SIZED TO INCLUDE DECK RUN—OFF SUFFOLK COUNTY, NEW YORK ®:� ADDITIONS INCL. POOL OLIVER RESIDENCE GREENPORT, NY 1255 BAY SHORE RD SCREENED PORCH ARCHITECT o PABOX 316 GREENPORT, NY 11944 TEL 631-477 8624 S2 DR BR 2 BR P7= OWNER 1 KATHERINE OUVER UP LR 15 WEST 53rd STREET NEW YORK, NY 10019 DEN CD TEL 917-578-6803 ii LLJ KITCHEN BR 3 0A 00 cAs nKl W.I.CL. OUTD R Moo UP SHOWER ALCOVE S C= C=) -je PORCH s Q) S m CD c'4 cm. GARAGE DATE, 05/20/2024 Scu- 1/8, = 1'-0, A EXISTING F=EXISTING 1ST FLOOR PLAN EXISTING 2ND FLOOR PLAN FLOOR PLANS Tz M. NAME A-3 o DWG. NO .ADDITIONS W INCL. POOL L O J 23'-1" W D 13'-0" 0 U II --------------- W OLIVER 16x8 VENT, W. I ; �� RESIDENCE -�- C5 W c„ GREENPORT, NY � W I I z I 1255 BAY SHORE RD ui HWH EXISTING PROPOSED I ; I o O UP BASEMENT o m CRAWL SPACE I ' I �"' ARCHITECT CONC. SLAB EXTENSIONVT S FRANK UELLENDAHL o B 3 3" RAT SLAB C> P.O.BOX 316 s GREENPORT, NY 11944 EXCAVATE DIRT FLOOR AND INSTALL m TEL• 631-477 8624 3" RAT SLAB TO MATCH PROPOSED II I I � CUT EXi G FOUNDATION WALL I —————— I ;; I� , a It DOWN TO MATCH PROPOSED I I OWNER KATHERINE OLIVER ----------------J o 15 WEST 53rd STREET NEW YORK, NY 10019 TEL 917-578-6803 CRAWL SPACE FOUNDATION �� 3/4' SUBFLOOR, NAILED AND GLUED o 9.5" TJI 230 F.J. @ 12" O.C. R-30 STONE WOOL INSULATION 2 x6 TREATED SILL j _ 3" CONCRETE RAT SLAB ON 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL ------- ------ I 8" POURED CONCRETE WALL WITH #5 VERTICAL ` ' I PROPOSED I I I REBARS @ 24" O.C. I I I 1'-4" X 8" POURED CONCRETE FOOTING WITH CRAWL SPACE I i,' I 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING I 3 RAI SLABn n n I I I I GARAGE 518 x12 ANCHOR BOLTS @ 46 O.C. 3 I n SLAB AT GRADE 2 RIGID FOAM INSULATION ON EXTERIOR WALL TO GRADE 5 Z I I 2X10 C.J. @ 16 O.C. I I BITUMINOUS DAMPPROOFING TO GRADE I WITH BRIDGING I I SILL SEAL AND COPPER TERMITE SHIELD C I I I ! I I , ,L--------- NFOUNDATION NOTES W CV 10 r- 2x10 TRT'D HOUSE BEAM STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. L o FOUNDATIONS, ETC SHALL REST ON I_J ALL FOOTINGS, DATE: 05/20/2024 I I ,� s._1" J � I � � UNDISTURBED SOIL. �a SCALE: 3/16' = V-0' � r 6x6 TRT D POST r- - �W I ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. o ON 12" DIA SONOTUBE I It IT.7_�_r!�I z PROPOSED ON 2'-O"x2'-0"x12" CONC. FOOTING o I L--I -J 3¢ FOUNDATION PLAN DECK TO BE WRAPPED WITH I o M I I I i I NEW WALL 1 x12 VERSATEX FASCIA BD. rl--1 N f -I�I I I I 0 EXISTING WALL �z- DWG. NAME N �I------ —���L�� c A-4 L_J L_J FOUNDATION PLAN o DWG. NO 8'-2" SCALE: 3/16" = 1'-0" .ADDITIONS NEW WALL INCL. POOL EXISTING WALLI o J V) trench J gravel water(or runoff VEGETATED NON-TURF BUFFER N OLIVER NATIVE PLANTINGS RESIDENCE o PAVED PATIO GREENPORT, NY 1255 BAY SHORE RD Fl ' U I � I ARCHITECT SCREENED PORCH �\ r FRANK UELLENDAHL LAWN o P.0.60X 316 GREENPORF, NY 11944 m n- 631-477 8624 i 23'-• 1 I I I I 0 ��-• 0 11 -------__ 4' POOL FENCE_--__ OWNER II II DR KATHERINE OLM 11 c> 15 W 53rd STREET - -- - --- ------ _- B Z ► I NEW YORK, NY 10019 = -57 - 6 03 UPLR II DN. DEN 1 Er, � HOT TUB , o HS . l , n I e KITCHEN i a i r� D ' 1A "qh�'Y r h arc ,^rn �rr:.:^ Nr+� pp --- rC© © © o 2DN o Z Cl- WINE REF. UP Shower PAVED WALKWAY �� jME I a a ------------ POOL _ ...........:.....: z :Z d FOYER =� © `\ I 0 0 • P N N I I"y riZ O= r-------------------, 1 GARAGE 1 ► I o i91 ..,wr hrnrr;' i 1 I 'p I I chi DATE: 05/10/2024 3 I I LAWN III I a SCALE. 1/8' = 1,-0" I ' W PROPOSED PORCH I W� 3 1st FLOOR PLAN 1 1 UI UP =E DWG. NAME A-5.1 PAVED WALKWAY I \� i DWG. NO DRIVEWAY I PROPO ED 1 ST FLOOR PLAN CD I a I .ADDITIONS W INCL. POOL PE 0 STONE PATIO on concrete slab SCREENED PORCH LA TE __ OLIVER a RESIDENCE W w 8 1 I 1 1 STONE PATIO 12° GREENPORT, NY II II o I I I I N p P W 1255 BAY SHORE RD II II ow (3) 1.75"x9.5n LVL HEADER 'I ARCHITECT DR co rrhho� I I I I FRANK UELLENDAHL I I I I B o P.O.BOX 316 s GREENPORT, NY 11944 I I w m TEL• 631-477 8624 I I o o W LR o I I _ �'o = �7= UP 1 1 Q W DN DEN �' J o OWNER W 0 _ o ® �, LQ ---------- HW FLOOR TO MATCH EXT'G o m KATHERINE OLIVER N c� o 0 15 WEST 53rd STREET :E N NEW YORK, NY 10019 TEL 917-578-6803 KITCHENCD B ,� ED (2) 1.75n x9.5 LVL HEADER � FO I F _1 I O O Zd. r I I I I 00 DN --- I o 1 1 GAS ©11'-6 1/2° B • ' �� I I L-J Z o tuP Shower ELECTRICAL LEGEND 3 s Ea DUPLEX RECEPTACLE OUTLET $p DIMMER SWITCH 2x8 R.R. @ 16" O.C. QUADRAPLEX RECEPTACLE OUTLET FQ HIGH HAT FIXTURE w R-45 FOAM INSULATION WwP WATER PROOF RECEPTACLE OUTLET ® TELEVISION CABLE o OGFIGROUND FAULT INTERRUPTOR OUTLET X CEILING FAN W. LIGHT FOER G z " o � --�SURFACE MOUNTED CLG/WALL FIXTURE � FLOOR RECEPTACLE OUTLET = Z. I. CATHE RAL CLG. DATE o5/zo/zo24 HARD WIRED SMOKE AND CARBON �Z EXTERIOR LIGHT SCAMsm/00 MONOXIDE DETECTOR COMBO WITH PROPOSED v -------------------� BATTERY BACK—UP a 0 2 5.5 Lin HEAD 1 GARAGE ( ) n YL ER 1 I ¢ 1 ST FLOOR PLAN NEW WALL Y EXT'G WINDOWS AND DOOR I I EXISTING WALL TO BE RELOCATED I 1 �, M. NAME I I A-5.2 DWG. NO PORCH 1 ' PROPOSED 1 ST FLOOR PLAN 0 CONT. RIDGE VENT .ADDITIONS RIDGE STRAPS EACH RAFTER PAIR INCL. POOL 00 2x8 RIDGE BEAM o ` 12'L6° + 2x8 R.R.@16° O.C. I 2x8 R.R.®16° O.C. I i R-45 INSULATION' (2) 2x8 HEADER I R-45 INSULATION FR40 CIR. . . . . . . . . . . . . . . . . . . OLIVER o ;� PEAK N PENTAGON RESIDENCE 0 - ' �, ' \ t m45ered lass N Ni ' �' ( P 9 ) � GREENPORT, NY „ 1255 BAY SHORE RD ------ ATTIC --- ------- ------ H ~' DN Peak Penta�ggo�n ARCHITECT mulled to AN451 z A251 A251 OPENING TO FRANK UELLENDAHL © DRESSING AREA © o P.O.BOX 316 BR 1 SHOWER 9 GREENPORr, NY 11944 MECH. RM. cc a- 631-477 8624 S2 W LIVING ROOM � OWNER ATTIC FLOOR PLAN CROSS SECTION GABLE DORMER KATHERINE OLIVER 15 WEST STREET K new window — (2) 2x8 HEADER 480 SF tj NEW Y RK,3rd NY 10019 = TEL 917-578-6803 Y yyyyyy li Q ❑ A B A MISCELLANEOUS SPECIFICATIONS Q BA BR 2 H 2 BR 1 0 ©A61 :::::: 3/4x60SQUARE E GTRIMKE BASE MOULDING > a o A251 0 3/4x3 1/2° SQUARE EDGE BASE CASIN �' o PICTURE FRAMED DOORS AND WINDOWS; f N EXTENSION JAMBS INCLUDED; CLOSET vanity z CLOSET DEN BENCH SEAT WITH LIFT TOP FOR -TO 6 N —— ———— ——— 'I DEN: EXT G GAS RREPLACE TO BE USE a r 7 LINE STONEWORK SURROUND TO BE DUBLICATED �i e o L� CO FOYER: DRY BAR WITH UNDER COUNTER WINE REF. co DRESSING 3) ca.27° WIDE CABINETS w/ 4 DRAWERS EACH `V AREA YOGA 4 — 'ELETON O W GRANITE TOP MAHOGANY CABINETS � sM co o Pe k Penta on FOYER: NO SIDE - 3 34° WIDE CLOSETS FOR s �' Peak CATHEDRAL CLG. mulled to 1 � ) z o STORAGE, COATS AND BROOMS WITH ADJ. SHELVES Z N 7' LINE WHITE CLOSETS TO MATCH EXISTING ————————— Z--------- new 28 x80 CLOSET LIMITED HEADROOM ® ¢ BEDROOM 1: BATH 1 o CLOSET EXT'G W.I.C. TO BE REPLACED WITH STEAM SHOWER o 0 IN/CLUDE SCHLUETER SYSTEM WALLS AND SHOWER PAN 0 o LINR DRAIN IN TAINLESS STEEL A251' N n- REMO E�EXT G DOOR;S STALL NEW DOOR TO BATH RM. > ©A61 0 BR 3 0 BATHROOM 2: DATE 05/20/2024 ° ° EXT G WINDOW TO BE REPLACED WITH LARGER ONE; SCALE: 3/16' = 1'-0' frosted 5-8 1/2 11'-8° 5-8 1/2 REMOVE EXT'G DOOR; INSTALL NEW DOOR TO BATH W DN o glass 23'-1° CONTRACTOR TO ADVISE IF EXT'G HVAC SYSTEM NEEDS PROPOSED TO BE UPGRADED FOR THE PROPOSED ADDITIONS =F 2nd FLOOR PLAN prop d shower REMOVE EXT G DOOR; INSTALL NEW DOOR TO BATH 3 --_---_ & ATTIC PLAN DWG. NAME PROPOSED 2ND FLOOR PLAN A-6 2ND FLOOR = 1,090 SF DWG. NO e� .ADDITIONS INCL. POOL 0 J (!J J U r 1 ROOF CONSTRUCTION e RIDGE STRAPS EACH RAFTER PAIR 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT OLIVER (3) 9.5" LVL RIDGE BEAM "--PROPOSED ATTIC DORMER IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU D FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION RESIDENCE EXT G WINDOW TO BE REPLACED WITH SHINGLES TO MATCH EXISTING A251 AWNING WINDOW 5 8" COX PLYWOOD SHEATHING W / � GREENPORT, NY 2x8 ROOF RAFTERS @ 16 O.C. 91255 BAY SHORE RD AN451 w/ R-46 CLOSED CELL SPRAY FOAM INSULATION ROOF IS UNVENTED 1/2" GWB AT FLAT CEILINGS ARCHITECT — — — — — — — — — — — — — — ——— — — --N, 5/8" GWB AT CATHEDRAL CEILING r FRANK UElLENDAHL — —— — — — — — — — —— — — — — —— — — z — — HURRICANE CLIPS EA. RAFTER TO WALL WALL CONSTRUCTION 9 GREENPORr, Y X 11944 N NY 44 (2) 1.75"x7.5" LVL HEADER co TEL: 631-477 8624 1/2" GYPSUM BOARD o 2x6 STUD WALL @ 16" O.C. R-23 STONE WOOL INSULATION OWNER I .: 5/8" COX PLYWOOD SHEATHING — WATERPROOFING MEMBRANE: BLUESKfN VP100 BY HENRY o �ESf 53Na co 15 W STREET © CEMENT BOARD SIDING (HARDIE—PLANK); COLOR: WHITE NEW YORK, NY toots �Li j — ;a ~IIIII'I © SMOOTH TEXTURE, CLAPBOARD STYLE TEL 917-578-6803 ALL EXTERIOR TRIM TO BE VERSATEX PRODUCTS: 3 (3) 1.75"x9.5" LVL HEADER Y CLOSEf 32'OPENING CLOSET BEYOND WINDOW TRIM, CORNER BOARDS, BEAD-BOARD SOFFITS ALL 2x4 INTERIOR STUD WALLS @ 16" O.C. 2x12 C.J. 0 16 O.C. M with SOUND INSULATION a W (2) 1.75"x5.5" LVL HEADER FLOOR N = '= HEADER TO SCREENED _ (2) 1.75"x9.5" LVL HEADER N MATCH EXT'G PORCH 3/4" HW FLOOR: 5.5" WHITE OAK, STAINED TO MATCH EXISTING � 3/4 T&G PLYWOOD SUBFLOOR, NAILED AND GLUED z �' 9.5" TJI 230 1 ST FL F.J. @ 12" O.C. w/ WEB STIFFENERS o a R-30 STONE WOOL INSULATION (e.g. ROXUL) p o 0 5 CRAWL SPACE FOUNDATION ~ �� 9 c L' OPEN TO `o 2"X6" TREATED SILL o LIVING ROOM _ OPEN s�FOR DISPua Z — — — —I 3" CONCRETE SLAB Ncm cAeINET 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8 POURED CONCRETE WALL o N N 1'-4"x 8" POURED CONCRETE FOOTING WITH N ' 9.5" TJI 230 @ 12" O.C. 0 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING o 16'-0' 5/8"X12" ANCHOR BOLTS @ 4'-0" O.C. DATE 05/10/2024 o a SCALE: 1/4' = 1'-O' uj I I CRAWL SPACE N I I GUTTERS AND LEADERS TO BE INSTALLED ON EXT'G PROPOSED DWELLING AND CONNECTED TO PROPOSED DRY WELLS =cD CROSS SECTION -- - - - - - - -- ----,..,--EXrGBASENENT'SLAB BEYOND -- - - - - - -- - - - - � � - ------ - --- -- -- ---- - - -- -- - - -- - -- �� AS PER WETLAND PERMIT Y� i� DWG. NAME oN SECTION A-A �s DWG. NO A-7 e� I O CLOSET 1 DRESSING i CLOSEF O AREA ' CATHEDRAL 61-2"NT E 145 SF = 51%LAJ 0 0 CLOSET I : I z z I CLOSET FINISHED ATTIC PLAN RIDGE STRAPS EACH RAFTER PAIR \ (3) 9.5" LVL RIDGE BEAM i PROPOSED ATTIC DORMER i AN451 - - - - - - - - - - — - -- - - -- - - - -� - - - - - - - - - - - - - — - -- - - - - - - 0 0 Ot Pill! iiiii ( 3) 175n x9.5n LVL HEADER €`CLOSET ' 32"' OPENING 2x12 C.J. 4 16" O.C. (2) 1.75"x5.5" LVL HEADER '- (2) 1.75"x9.5" LVL HEADER HEADER TO SCREENED MATCH EXT'G PORCH o L 0 ' 0 5 OPEN TO LIVING ROOM — — — N N 9.5".TJI 230 0 12" O.C. N c' 16'-0" f N I ,�rcc CRAWL SPACE CROSS SECTION A ©COPYRIGHT 2023 FRANK W. UELLENDAHL, R.A. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. ALL P SO F FRANK W. UELLENDAHL RA.THE RIGHT TO BUILD ONLY ONE STRUCTURE M THESE PLANS IS LICENCED EXCLUSNELY TO THE BUYER. _rnQ7 G7 � � Z J G7 CJ'I CND ^' r. o r+'i� �� D z v / � • m cn f �z�� o C7 0 Cm� O �':} �c w C -29 o= a cn O r co z 70 RVS T 07/16/2024 2ND LG 'TGINljFNISHE ATTIC m o m c. m z C7 O `" n o 05 10 2024 BUILDING PERMIT APPLICATION`i w`n �U;a; o rn n ADDITIONS RIDGE STRAPS EACH RAFTER INCL. POOL (2) 1.75 x7.5 LVL RIDGE BEAM 2x8 R.R. @ 16" O.C. w/ 7" CLOSED CELL FOAM INSULATION XUX W W OLIVER I- — - - - - - RESIDENCE HURRICANE CLIP EA. (RAFTER (2) 2x8 HEADER GREENPORT, NY W 1255 BAY SHORE RD R-23 ROXUL INSULATION Z ARCHITECT 0 FRANK UELLENDAHL o P.O.BOX 316 KITCHEN _ GREENPORT, NY 11944 "' CLOSETS ISLAND _°r' TEL 631-477 8624 aE OWNER KATHERINE OUR 15 WEST 53rd STREET NEW YORK, NY 10019 Tt3: 917-578-6803 2x10 F.J. @ 16" O.C. w/ R-30 ROXUL INSULATION %i 2" RIGID INSULATION CROSS SECTION FOYER o - - - - - - - - - - - - 3'x3' ACCESS Lo EXISTING HEADER , -� :- - - - - -F - - - - PANEL r' — 2x8 R.R. @ 16 O.C. I 2x8 R.R. @ 16 O.C. WINE WITH R-45 FOAM INSULATION REF. 13'-2" Ek FOYER z CATHEDRAL CLG. Z HW FLOOR TO MATCH EXT'G LLJ — — — — — — BASEMENT FLOOR BEYOND PENDANT j ❑ � � - - - - - - - - - - - - —� � N z Jz Lri 0 ROOF CONSTRUCTION FLOOR z SEE SECTION A-A SEE SECTION A-A DATE: 05/20/2024 ROOF IS UNVENTED 3/4' T&G PLYWOOD SUBFLOOR, NAILED AND GLUED SCALE: 3/6' = t'-o' 1/8" GWB AT CATHEDRAL CEILING 2x10 F.J. @ 16" O.C. PROPOSED cn X6 FASCIA BD. w/ ALUMINUM GUTTER R-30 STONE WOOL INSULATION (e.g. ROXUL) _ CROSS SECTION (2) 5.5" LI L HEADER WALL CONSTRUCTION CRAWL SPACE FOUNDATION FOYER Y DWG. NAME SEE SECTION A-A SEE SECTION A-A N N INTERIOR FOUNDATION WALL TO RECEIVE A-8 DWG. NO EXT G WINDOWS AND DOOR 2 RIGID INSULATION TO BE RELOCATED CROSS SECTION FOYER ®� ADDITIONS 'll uumunuunnnuumunu mnlllllllllllllllllllluu... �_� �_` OLIVER IIIIIIIIIIIIIIIII � lllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ ,�ulillll,,„ ,�,,,, „ ,,,,,,Jlluw�„•. _ t.. ti. _ ;■ —_ ::: ::;_: IIII IIIIIIIIIIIIIIIIIIIIIIIIII_IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■■■ ttt tit tt MI = ■■■, = ■■■ loss tit ttt I ` �_. �= ■■■ ^� ■ —■ ■ ' • , to min. ii I 11� .�1 III■_ = ■■.=� — I■■■■II■■■■■ ■■■■■ ■■■■■ mi OEM ,��mnlllllllllulull��,,,.. _/� mum �_ ..._��_... _��_■■■ _� Illllil(IIII IIIIIIIIIIIIIIIIIIIIIII �i�, �� 11 1 � Mii i11i - ;;, —IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�. II I1—�—IIIII = - ■■a — -_ Some, ���� 1�_ uuuumuumuuuuuumlluuumm h�. IIIIh�-d���h, d��ll��_ . :: :: = ::=,���illlli���l,�-1= �� �� _: �� = IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIIII IIIIIIIIIIIIII=:: = �� = �� = e �; $ 1,�����I R� I� .t111111� solve IIxNixon - ■ '1 - 11. - 1, _� _ ■■■_ C• 1' � '1 C ; l ?y IIIIIIIIII ml MMM. ■ ■ ■ ■ - I I _ ► - _ _ C.D CM IIIIIII,,,,,IIIIIII ���IIIIIIIII��III�IIIIIIIIII��� - _ .■i • �1111111111111111111 I�II�, ui 1�� iiii MINIiil. - IIII!IIII-1111111111111111=!IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��I► - �I����!IIIIIIiIIIIIIIIIIID!�iiiil►i►III�IIIIIIIIIIIIIIIIIIIIIIIIII DATE 05/20/2024 - . ■■■, ■■■ EXTG & PROP'D ELEVATIONS ■ ■■ ■■ ■■ ■■ ■ Ell I Ell INEWFEQWG. NAME IIIIIIIIIIIIIIIIIIIIIIIIIIII --- - --- - "1'1 1 "111 IN Lim OR I ME U 0.111 = DWG. , z RIDGE STRAPS SHALL BE ATTACHED MADDITIONS TO EACH PAIR OF OPPOSING RAFTERS INCL. POOL o J 24" ICE SHIELD UNDERLAYMENT J REQUIRED - 24" FROM EDGE HURRICANE - CLIPLTERNATE E CLIP OF CTYPICAL. N OLIVER RAFTER TO TOP PLATE RESIDENCE 5-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH `2 RAFTER AND TOP PLATEJL GREENPORT, NY DOUBLE TOP W 1255 BAY SHORE RD PLATE PROVIDE 8d COMMON 1-1/4" 20 GAGE STRAP HURRICANE CLIP NAILS ® 4" O.C. AT /JACK POST ARCHITECT EXTERIOR EDGE OF ALL w 5 - 8d NAILS o SIMPSON H2A SHEATHING. EACH END - TYP. J FRANK UOiENDAHL RAFTER TO STUD. o P.O.BOX 316 TYPICAL ALL RAFTERS 9 GREENPORT, NY 11944 5 - 8d NAILS EACH END = OF 1-1/4" 20 GAGE STRA o TEL 631-477 8624 1-1/4" 20 GAGE STRAP W/ � 5 - 8d NAILS @48" O.C. APA RATED PLYWOOD 1-1/4" 20 GAGE STRAP W-/ EACH END - TYP. W TO EXTEND TO 5 - 8d NAILS ® EACH 1S .FL. FS OWNER FINISHED ATTIC TOP OF TOP PLATE STUD - EACH END - TYP. ( MAX. 48" O.C, ) KATHERINE OLIVER 15 WEST 53rd STREET � NEW YORK, NY 10019 FLOOR JOIST TEL 917-578-6803 PLYWOOD SHEATHING TO OVERLAP BOX BEAM - TOP + BOTTOM. 4 cz, 2x6 STUDS ® 16" O.C. 114 � 1 a 0 0 1 ST FLOOR FLOOR a NAIL SHEATHING TO SILL PLATE 0 o 8d NAILS ® 4" O.C. S2s a 2 x 6 ACQ SILL PLATE °' .' 'V. (2) #4 REBARS ALUMINUM TERMITE FLASHING o CRAWL SPACE . a ° .. N 5/8'� X 12" A.B. ® 46" OC. d v a e o w/ 3"x3"x3/16" FENDER WASHER. ° ° a c' A � 3" CONC. SLA `a:: (max. 12" from end of sill plates) v ° n°. a . a. :. , • ••• 8 P.C.FOUNDATION g c ° °..a :de ° DATE: 05/20/2024 v v G Z. v a v o SCALE: N.T.S. Q W ,•��; '.�' (3) #4 REBARS v ,a'• v• ° a .• CONNECTORS d. Fc CRITICAL PATH 3 Y W DWG. NAME SECTION ELEVATION A-10 g DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ADDITIONS FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - wFcM � INCL. POOL F_ ` Joint Description Nail Sizes Nail Spacing CZ, 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ' DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe— ailed) all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' Ceiling Joist to Top late Toe—nailed n/ per joist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra er (Face—nailed) n� each lap Ceiling Joist Laps ov r Partitions Face—nailed) n/a each lap = OLIVER 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face-nailed) n/a per tie _ EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o —nailed) 2 — 8d each end �, PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End—nailed) 2 — 16d each end RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING E2 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fa —nailed) 2 — 16d ' per foot GREENPORT, NY WITH DOUBLE UPRIGHTS 9'-0" AND OVER WITH Top Plates at ntersection Face—nailed) 4 — 16d joints— side 1255 BAY SHORE RD TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face—nailed 2 — 16d n 24 o.c. at MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges IN 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud FRANK UELLENDAHL 8'-0" O.C. MIN, PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud o P.O.BOX 316 CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d z per foot GREENPORT, NY 11944 TEL: 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING stairs etc. ) OR AS NOTED ON DRAWINGS. S2 Joist to Sill Top Plate or Girder (Toe—nailed) 4 — 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to foist Toe—nailed 2 — 8d each end OWNER PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—node 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block KATHERINE OLIVER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Fac —nailed 3 — 16d each joist o 15 WEST 53rd STREET Joist on Ledger to Beam (Toe—nai ed) 3 — 8d per joist WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist(End—nailed) 3 — 16d per foist NEW YORK, NY 10019 "TECO" OR APPROVED EQUAL Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot 917-578-6803 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING A� BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS � A. Z ti SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12" o.c. interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4° of panel o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. Diagonal Boar,Sheathing ^ INTERMEDIATE. 1; x 6 or 1 x 8 2 — 8d per support ° 1 x 10 or wider 3 — 8d per support g 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING S H EAT H I N G r 2 AND WATERPROOFING SHALL BE BY ARCHITECT. x Gypsum wallboard 5d 7° edge / 10" field � - Z 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING c 9 AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL FOR ^ TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6^ edge / 12 field Fiberboard Panels a g CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16° 6d 3" edge / 6' field W CONNECTIONS. 25 / 32^ 8d 3" edge / 6' field s CD 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA S PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL ^ co PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Gypsum Wallboard 5d 7 edge / 1 " field o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Hardboard 8d 6° edge / 122" field N field Particleboard Panels 8d 6° edge 12 AS PER MANUFACTURERS RECOMMENDATIONS. WEB / Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND N BEARING POINTS AT A MINIMUM. 1' x 6' or 1" x 8° 2 — 8d per support ,N HANDLING, STORAGE, AND ERECTION OF 1' x 10" or wider 3 — 8d per support z o COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. DATE: 05/20/2024 Structural Panels SCALE: N.T.S. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2' DIA. 1" or less ^ 8d 6" edge / 1Z" field o GALVANIZED MACHINE BOLTS � 120 O.C.. greater than 1 10d 6 edge / 6 field Framing Schedule Diagonal Board Sheathing ^ 3 Q FRAMING NOTES 1°° x 6 °or 1 x 8 2 — 8d per support t2' 12° 12' 12' 1 x 10 or wider 3 — 8d per support �Z' DWG. NAME OR: TRUSSLOK CONNECTORS BY 'FastenMaster ® 16" O.C. i"Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed o"' 3 on—center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall A-11 x be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. "o DWG. NO E 2 When wall sheathin4 is continuous over connected members , the tabulated number of nails shall be permitted to o 16' 16• be reduced to 1 — TUd nail per foot. ADDITIONS 279.15' W .INCL. POOL _----------------------- ----------------- --------—----- ------, °O 4' POOL FENCE W W W W W W W p o W .Y W W IW J 1 C I � W; W W W W WAl 1 O_ W w W J W W W 410 • I �_-`ti DECK Q) WWWWWW WW W / DW3 ; X EXT'G BRICK PATHS AROUND HOUSE W W W w W WWWW.W EDGE OF ROCK A [nR 1—STY = TO BE REPLACED (CA. 875 SF) W W W W W Y W WVt INN O W W W.• •W,.-• ¢ RESIDENCE 'NE ' ZONE VE N 1 z _ (2—STY DWELLING ) GREENPORT, NY :Fin.FIr.EL.-13.9' EL. 8 F C-3 [[ W W �W W W W W W W W W W ' B I;;;I I ' 1255 BAY SHORE RD X••X N DRIVEWAY GARAGE FF W r W W W W W W W W W W ; W : IIII•'•.K WII r DW1 ...�:..:::. INN ARCHITECT W W W W .MIIN.25' WIDE * o k [[:::::::: i :.....::• FRANK UELLENDAHL fl`Cf�ch�drain F:::::::::::::::::: Y;....W W W i W W J ..:... J k''k [;:;::;: `i`;`: W W W W W W W ZO P.D.BDX 316 ,; SHOWER VEGETATED W W W '' ``I:: €€ € I € EL. W W ::¢IIII 11944 NON-TURF �. m 63 - 8:: : ::. Y W W JN `' :::_ TEL 1 477 624 ; '::::��:::�:�:> ADDED APPROXIMATELY O I W W W W W W, H x :•W 1 W BUFFER I / .. .:ASiiisi•'i?i' 1 / ♦ 1 W W 200 NATIVE BEACH PLANTI NGS t,WIDTH IDS401 FRONT YARD — STY ADDITION w � f W W W W /� �iiiiiiiii4E�iEi•'.+ii '"�".:'- - - W W 1 CD 1 •: w finished Atti 0 I x I 1 W W W W I / 1 O 1 � k 1 OW NER I W W W W / W W W / I1I 111 ♦'W W A. 420 SF S O oz KATHERINE DW2 OWERLAWN NE : 15 WEST 53rdSTREET+++}} YORK1 1 NY 0019 Q I 1 1 1 W 1 0 AL PAVED AREA 1 TT DECK 603 0 I SPA a , 1 W W 1 ^' 1 r CA. 2 300 SF 1 1 /W W W W W ••�W } 11 I W I ' C ?je??y;'•.EE?^ ii:eii Eiiiiiiii�iiiiii�iiiiii�iiii�['iiii�iiiE�i'i��i'��: U 1 01 LINE OF HAY BALES, l 1 z 1 O Ill I 1 1 d( .. 1 drain�l`�'�`I"��: SILT FENCE l W W I ........ EGETATED f I U , + + + I W :�:���i:::�... W W .ii';i;i�itiii�iiiW'•:•iiiWi:i:�• —J ....>F......... -....... I } } I — W ' W W O W W O I I 11 1 �•I•W W W NON TURF � fLII ^"i I - CS I o I 1 W Xy�W W W W. * .* . * NON W W W 1 ' 1 't ill 1 + } R d I l illll' - W J, \MN BUFFER lIl ' B x16 EDGE OF ROCK AND SAND — } } LLl PROPOSED 16 x40 W L I W W W W W W W / ::::'•:::::'::'f::':.::IY::ii�Wi:iii } + -: 1 ::.�:: :.::.:-_ ..... CA.1,400 SF . W W W W w :::� :::::� :::�_.•:::::..::::::::: + + l 1 1 SHED W :.>:�:.�:.�:.>t�::.»w.�>:: Il.' � I I SALT WATER POOL ����� W W 1 :.:::::::.:::::..:::::::.:::::::_.::::: DELINEATION LINE OF THE + + +� „ o � I I W W W NATIVE PlAN11NGSY W W W, :'�::::�::31:��::�:,•Y.•:�K:: + +�— I I iii;i+iiiiiiEW W W f ::::�:>:::s:.o-•.::: :.rY:.:.:.�r: + + 1 Ill Qt' - ...... / + + tll `V.illl I W W UNCONSOLIDATED SEDIMENTS + -1 I I W W .piEWi:i:i:i+i:i:s��i:i:�i::':::e:i:�•:. W \ + l' \•lllllllll Q 1 :::s:>:.o-:.� .:.:.>..:..::..: ♦♦. + +Al �/Illillllllilllll a tr / Y M l ?':??=Ef?Sip?':"•'•;'• :W 'Y ` + +/tl' lllllllllllllllll O O W I W W W W W / ` C7 IJ 1 5 I 0 ,W W W , i'E+k 'i.:.:./.. + + 1 .Illlilllllillillll (/J I ••••1 Fi;o-s:�p + �lll�.11lillillllllililll I— o z Z (n W O 11,, W ::.;.::.2w,;:;;:::•:;;;;:, © 1 + +lllllilllilllillllllllillilil W � U I , ; W ; ..;.:y�: ��y ¢::::;op?:..y W W 1 + +/{11111111111111111111111111111 0 O Z Z EXT'G LAWN s+ W ' Y 1 Q = I W W W W W W W W W W .y1 :::gt;:: ::::�<::_ i:i?>~ :;:!�[ W W +M f I W W W W W W W W W W W W W W W :;*;:;:;�fN_'::::W:::::: :t'::W\`__ +'lll PIPES CODE Q W 4 POOL FENCE ,,, W W W W W W W W .� Wiiiii Wiii=:V�i:i:%i4:: :`It::: + lL ""'""� ... /{ lnuuluuuunuuuuuuul a C n" ------------ --------- --------------------------------- --- --- -----�---------- -----� W W W W W W 1 •[i �.[t E .i[i E<E E[ dlllllllllllilillillil lllllllllllllll :=R PRIVET H D W W W W W W w ?''u '-i`Iji`i ly i`I`'i` (llllllllllllllllllllllllllllllllllllll ,may, ¢ d m tllllillllilllilillilllilllllllllilllllt a [n a PRIVET HEDGE G , W W W W W W W W [III[I[?{ 't i k[i[i llllillllllilillililllillllllllllllllll 3 Q z 22 llllllllllllllllllilllillllllilllllllll S cm o a o f lillillllillllililillllillililllllltlll ,� ¢ J 211.76 POOL FENCE llllllilllllllllillllillililllllllilillll O ADDED APPROXIMATELY llllllllillllilllllllilllllllllllllllllllll c� O Q OO llilllllllllllllllllllllllllllllllllilllllll m -� c 200 NATIVE BEACH PLANTINGS llllllllllllllllllllll 1i1�11''i llt cD lilllllililllllllllll v ll o llilllllllllllllllll v llll ZONING CALCULATIONS Ilillililllllllillll lllllllll S 11111111 N N N N N lllillilllllllilllllil illllilll �j o 0 0 0 0 llllillillllllllillllll lilllllll � N N N N N TOTAL LOT AREA = ca.26,999 SF EXISTING BRICK PATHS TO BE REPLACED llllllllllillllllllllllll Lililllilll v Ira rn o N � N � .--- N N Z O 0 0 O LOT AREA TO T/O BANK = ca.17,425 SF = 100.00% WITH BLUESTONE OR SIMILAR PAVERS - TBD PROPOSED SITE PLAN EXT'G. BLDG. COVERAGE = ca. 1,816 SF = 10.42% RUN-OFF CALCULATION: o DATE: 03/30/2025 PROPOSED BLDG. ADDITIONS FOR 2" OF RAIN TO BE CONTAINED ON SITE FOR SPA DETAILS REFER TO PLAN SCTM# = 1000-53-04-02 o W scau. 1/16° = 1-0' including 155 SF JACUZZI = ca. 604 SF = 3.46% ENTIRE FOOTPRINT OF DWELLING: 2,265 SF: BY CREATIVE ENVIRONMENTAL DESIGN TOWN OF SOUTHOLD 2 PROPOSED 16;X40' POOL = ca. 640 SF = 3.67% 100% run-off coefficient= 378 Cu.Ft. SUFFOLK COUNTY, NEW YORK 3� SITE PLAN PROP D 8 x18 POOL SHED = ca. 144 SF = 0.83% PROPOSED 8 x5 DRYWELL 1 211.1 Cu.Ft. W TOTAL BLDG. COVERAGE = ca. 3,204 SF = 18.39% PROPOSED 8'x5' DRYWELL 2 211.1 Cu.Ft. N M. NAME MAX. BLDG. COVERAGE = ca. 3,485 SF = 20.00% PROPOSED 8 x3 DRYWELL 3 126.7 Cu.Ft. A-2 WITH GUTTER LEADERS FOR ROOF RUN-OFF R u'`n i N r PORMITAMONnMONT " � _ " DWG. NO SURVEY BY PECONIC SURVEYORS, P.C. DATED: 07/12/16 DW1+DW2 SIZED TO INCLUDE DECK RUN-OFF e� + + + + + + + + + _ .. + + + + + + + + + + + + + + + + + + i I + + + i f +t t + t t t t t + + + + + + + + + + - - + -+ + + +,. + + + t + + + + t + t t South Ele-V ation O REBAR 3"CLR marble dust 6 r i ' r ipe deck -. . .. Pool Patio.Level .1 4500 2 psi concrete 14 1 - - \ �j4jLS G VE r— --- -- ——— -- -- --- Owner: Katherine Oliver -- _ �_ __- ----- -- - ..- --- - -- - - - - - _ -- - - - -- - - ---- -- -; ;----- --- �-, Lc , 5.Bay_Shore.Road- 125#3 REB R 12" E T Greenport, NY 11944 SCTIVI# 1000-53-04=02 i , t i SpaDO tails Architect: Frank Uellendahl P.O.ip-Z Box 3.16 Greenport, NY 11944 11211 , Tel: 631-477-8624 C� , 4`' Ide channel drain ' . , �► ice' N 4. Pool Revision #: Scale:. Landscape Plan: 3-14-25 Landscape Design by: David Cichanowicz- Date: 3/29/2025 : 1/4" = 1' Oliver-Spa Details Creative Environmental Design .ADDITIONS INCL. POOL 0 J N J jU W e U OLIVER ,, 16 -o RESIDENCE W w 13'-8" EL.10'-9» GREENPORT, NY 1255 BAY SHORE RD ARCHITECT CD o FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 2x10 TRT'D LEDGER BEAM ' (2) 2x10 TRT'D FLUSH JOIST OWNER J KATHERINE OLIVER GUNITE �,� I I 15 WEST 53rd STREET i NEW YORK, NY 10019 _ I I SPA I I 3 TEL: 917-578-6803 SEE DETAILS BY CED 00 LANDSCAPE DESIGN XI �REQ . 2x6 D.J. 3. ray 16" O.C. r'r (2) 2X10 TRT'D BEAM I Ei�: I MEE (2) 2X�FOT��FDPERIMETER BEAM 1 -2 3 -0 110 6 -0 10 4 -2 1 1 -2 2'-4 0 U (2) 2X10 TRT'D PERIMETER BEAM W/ STANDOFF POST BASES ATTACHED TO z 10" DIA P.C. SONOTUBE FOOTINGS MIN. 36" BELOW GRADE DATE: 03/30/2025 a SCALE 1/2' = 1'-0° 2x6 DECK JOISTS @ 16" O.C. ON HANGERS W VERSATEX FASCIA BD. Q SPA DECK DETAIL 5/4"x6" IPE DECKING, CONCEALED FASTENERS DWG. NAME oN A-4.1 o DWG. NO U r :tom` � ,,',�, '�•,1��,-. '���:c:-;�"-y.. + - r 1 --�` �, ��.. - �1•t►-.air - - Y 2 2 2026 Luj