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HomeMy WebLinkAbout50021-Z o�gUFFOt,fcpG, Town of Southold 9/26/2024 0 y P.O.Box 1179 53095 Main Rd o�A Southold;New York 11971 CERTIFICATE OF OCCUPANCY No: 45593 Date: 9/26/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 450 Dicks Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2023 pursuant to which Building Permit No. 50021 dated 11/13/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unheated unfinished storage above as applied for per ZBA #7759,dated 4/20/2023. The certificate is issued to Filipkowski,Karol&Marzenna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50021 8/12/2024 PLUMBERS CERTIFICATION DATED 0 A hor ze Si nature gpFFat, . TOWN OF SOUTHOLD ��o coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oA.• b� 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#: 50021 Date: 11/13/2023 Permission is hereby granted to: Filipkowski, Karol PO BOX 356 Cutchogue, NY 11935 To: construct accessory garage as applied for per ZBA approval. At premises located at: 450 Dicks Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-5-22 Pursuant to application,dated 10/26/2023 and approved by the Building Inspector. To expire on 5/14/2025. Fees: ACCESSORY $868.50 1 CO-ACCESSORY BUILDING $100.00 Total: $968.50 Building Inspector o��OF SO(/r�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlinCa�town.southold.ny.us Southold,NY 1 1 97 1-0959 OOUNNI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karol Filipkowski Address: 450 Dicks Point Rd city:,Cutchogue st: NY zip: 11935 Building Permit#: 50021 Section: 110 Block: 5 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel 200A 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 7 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 200A Panel 30 Circuit/4 Used Notes: Acc. Garage & Service Inspector Signature: Date: August 12, 2024 S.Devlin-Cert Electrical Compliance Form OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 �-� INSPECTION [FOUNDATION 1ST [ ] ROUGH PL13G. [ ]7FUNDATION 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: Q DATE INSPECTOR pF SOUTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ,�vl I.NSPECTION - I FOUNDATION 1 ST/REBAR [ ] ROUGH 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 RE ARKS: TD, W'71 > Ra9lVv3g alli DATE ANSPECTOR ho�aOF SOUTyolo -SOU I HOLD BUILDIN EPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: 4 , - f/ DATE / INSPECTOR i L �^ �+ C7 M rn IMF 'rE(-:IINOLOGY TN �"��SHEEN WHITE 440^ �lv N fdR��OD AND Q M pLp$��S �3��t rsuau i �V V e a `i F JRCVC�r: _ CNJ 0-4 ri LLJ _ 1 , FLFLq C!� Tl y i r� •V L._ MELD INSPECTION REPORT DATE, COMMENTS r S FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) rn . G cn � H ROUGH FRAMING& (1 y PLUMBING � rr � G_ v1 i S � r INSULATION PER N.Y. STATE ENERGY CODE a u y 1MO. oh FINAL ADDITIONAL COMMENTS 1 a o � -�" rn o lay e , e.(y, - . � H N o z x - H x d b H o�SuffatK�oG 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)765-9502https://www.southoldtgmLnny.gov APPLICATION FOR BUILDING PERMIT " _ For Office Use Only € PERMIT NO. Building inspector: T in - I� APR � B qn Applications and forms must be filled out in them entirety:Incomplete L,U2�r; I'JJ- Owne?s;Authorization form(Page )hal be coapplications will not be accepted. Where the mpleted.icant is not the owner,an BN�F SOU EP7 "= TOW .: THOl® Date:03/15/2021 OWNER(S)OF PROPERTVi,' Name:Karol Filipkowski sCTM#l000-110-05-22 Project Address ,e G es Q` Phone#:631-734-8150 Email:karolf@optonline.net Mailing Address: PO Box 356, Cutchogue NY 11935 CONTACT PERSON: Name:Karol Filipkowski Mailing Address:PO Box 356, Cutchogue NY 11935 Phone#:6 3/ `� Email:karolf@optoniine.net DESIGN.PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: O Phone#: Email: -DESCRIPTION,OF PROPOSED CONSTRUCTION ❑New Structure~`❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E10therGarage �` ;� $35,000 {..... .... .......... Will the lot be re-graded? ❑Yes RN o � Will excess fill be removed from premises? ❑Yes @No f 1 �, ,INFORMATION '.,..PROPERTY I,NF Existing use of property:reSldential. Intended use of property:residential - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to residential this property? ❑Yes @No IF YES,PROVIDE A COPY. Check:Box After Reading:'.Theowner/mmractor/design'proipssional.�responsibleforaiLdrainageand,storm"waterissues'asprovided by, Chapter236of the TownCode.A0116CAMONisHEREBYMADEtoI the BuOdingDepartment for the i",o:e'ofa'BuildingPenmlepursuanttotheBuildiniZone ordinance of the Town of Southold,Suffolk,County,New York and other,applicable Laws,Ordinances or Regulations,forthe construction,of buildings; additions,alterations"or for removal or demolition as herein described.The apPto ijrees to canpi with all applicable laws,ordinances,building code, , housing code and regulations and to admit authorized inspectors on preinWn and in building(s)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210 45 of the Neva York State Penal;taw.„ Application Submitted By(print name):Karol Fi 1 i kowski oAuthoriz d Agen @Owner Signature of Applicant: �' Date:-17 STATE OF NEW YORK) 041010 7Z 2 SS: 1 COUNTY OFF ) War 0� -P, �P jS1L�1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (3 r (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 �ddaay of n f 1 .20Q of Public EVE L.GATZ-SCHWAVIBORN PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC.STATE OFNEWYORK Where the applicant is not the owner Registration No.O Suffolk COu4028 pP� ) Qualified in Suffolk County Commission Expires Dec.24,20 '� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building.Department for approval as described herein. Owner's Signature ? Date Print Owner's Name c 2 5 /TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate D [ECF,0\�/ Storm-Water Assessment Form v DD Contact: Approved 2 J-TuIlt- U N� 1 3 2018 Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 DEl"qD Phone: (631)504-8842 Expiration ,20 TOWN OFSOUd'1� Building Insp r PISAPPR"APPLICATION FOR BUILDING PERMIT OVq,I Date March 27th , 20 18 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Karol Filipkowski (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 570 Pinewood Rd. Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 110 Block 5 Lot 22 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential b. Intended use and occupancy Same with new 750 sq.ft. accessory garage. 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 30' Rear 30' Depth 25' Height 21'-11"to ridge Number of Stories ' 2 8. Dimensions of entire new construction: Front 30' Rear 30' Depth 25' Height 21'-11" Number of Stories 2 9. Size of lot: Front 314.91' Rear 290.09' Depth 152.26' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Low Density Residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO_ /V 570 Pinewood Rd. 14. Names of Owner of premises Karol Filipkowski Address Cutchogue NY Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS"J.b Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Cg'JP&� QUALIFIED IN SUFFOLK COUNTY Notary Public 0 COMMISSION EXPIRES JUNEW, �tglla Of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 8, 2022 TO: Karol Filipkowski PO Box 356 Cutchogue,NY 11935 Please take notice that your application dated April 8, 2022: For permit to construct an accessory building at: Location of property: 450 Dick's Point Road, Cutcho ue,NY County Tax Map No. 1000—Section 110 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed accessory building, on this conforming 43,893 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rearward. The plan shows the proposed accessory building located in the front yard. Autho ' e Signature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:f le, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 22, 2018 TO: Robert Wilson (Filipkowski) PO Box 49 Southold,NY 11971 Please take notice that your application dated June 13, 2018: For permit to construct an accessory building at: Location of property: 450 Dick's Point Road, Cutcho ug e,NY County Tax Map No. 1000—Section 110 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed accessory building, on this conforming 43,893 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The plan shows the proposed accessory building located in the front yard. Authorized 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: April 8, 2022 RENEWED: August 16,2022 TO: Karol Filipkowski PO Box 356 Cutchogue,NY 11935 Please take notice that your application dated April 8, 2022: For permit to construct an accessory building at: Location of property: 450 Dick's Point Road, Cutcho ug e,NY County Tax Map No. 1000—Section 110 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed accessory building, on this conforming 43,893 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The plan shows the proposed accessory building located in the front yard. Authori d ig a e 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: April 8, 2022 RENEWED: August 16, 2022 RENEWED: November 7,2022 TO: Karol Filipkowski PO Box 356 Cutchogue,NY 11935 Please take notice that your application dated April 8, 2022: For permit to construct an accessory building at: Location of property: 450 Dick's Point Road, Cutcho u County Tax Map No. 1000—Section 110 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed accessory building;on this conforming 43,893 sq. ft. lot in the R-40 District is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The plan shows the proposed accessory building located in the front yard. Authorized S ignature 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. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®� ® � 53095 Main Road•P.O. Box 1179 11 Patricia Acampora � �Ile Southold,NY 11971-0959 Eric Dantes 8 Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nia 54375 Main Road(at Youngs Avenue) (] lg b 1IOU ' Southold,NY 11971 RECEIVED �'` http://southoldtownny.gov �' (;�® ov-4, AUG 3 0 2023 ZONING BOARD OF APPEALS A R 2 4 2023 BUILDING DEIs'I'. TOWN OF SOUTHOLD T0117N OX S'OI>'fIAtQLTD Tel. (631) 765-1809 A-4 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20, 2023 ZBA FILE: #7759 NAME OF APPLICANT: Karol Filipkowski PROPERTY LOCATION: 450 Dick's Point Road, Cutchogue,NY SCTM#1000-110-5-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 43,893 square foot parcel located in the R-40 Zoning District. The northerly property line measures 314.91 feet and is adjacent to Dick's Point Road,the easterly property line measures 152.26 feet and is adjacent to Pinewood Road, the southerly property line measures 140 feet then moves northwest at 50.9 feet and then moves west 50.9 feet and then moves northerly at 148.27 feet and is adjacent to Holden Road. The property is improved with a one and one-half story frame residence facing Pinewood Road. There is an attached wood deck in the rear of the dwelling. The proposed accessory garage will be located to the rear of the dwelling with the entrance driveway from Dick's Point Road(which was not drawn on the survey) as shown on the survey map prepared by John T. Metzger, LS and dated July 26, 1999. BASIS OF APPLICATION: Request for Variance from Article III, Section 280-15; and the Building Inspector's November 7,2022 Notice of Disapproval based on an application for a permit to construct an accessory building; at 1) located other than the code permitted rear yard; locate at: 450 Dick's Point Road, Cutchogue, NY. SCTM#1000- 110-5-22. RELIEF REQUESTED: The applicant requests a variance to construct an accessory building. The proposed accessory building, on this conforming 43,893 square foot lot located in the R-40 Zoning District is not pennitted pursuant to Article III, Section 280-15,which states accessory building and structures shall be located in the required rear yard. The plan shows the proposed accessory building located in the front yard ADDITIONAL INFORMATION: The Site Plan drawings submitted by Louis Schwartz, Engineer, with a revised date of February 23, 2022, shows a proposed 1,200 square foot accessory two-car garage with a second story for storage. The applicant's representative has stated that the driveway for this two-car garage shall be located on Dick's Point Road, but the location is not on the survey map. The applicant wishes to store vehicles and a boat in the 'Page 2, April 20,2023 #7759, Filipkowski SCTM No. 1000-110-5-22 proposed garage. The Board did question why the Site Plan drawings show so many windows. The representative responded that the applicant wanted the building to have a certain look and there are no plans to use the building for other than storage of vehicles, a boat and other items and no plans for living quarters. The building will have no plumbing and the second floor will remain unfinished with minimum lighting.Two letters of objection were received from neighbors stating concerns over the non-residential scale of the proposed accessory garage, tree clearance on the currently wooded lot and the potential uses of the accessory garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5,2023, 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,with the conditions of approval imposed herein. There are several detached accessory structures throughout this community where detached garages are common, although the large scale of the proposed 1,200 sq. ft. accessory garage, is not typical in this residential area. The subject property is a heavily wooded L-shaped corner lot with three front yards. There is no conforming location on the property for the proposed accessory garage and there is no room for an addition of this size to be added to the existing garage attached to the dwelling. The proposed location on the westerly portion of the lot has the least visual impact on the road and the neighbors. 2. Town Law §267-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. This corner property is burdened with three Steet frontages which create three front yards leaving no conforming rear yard location for the proposed accessory garage 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However,the proposed front yard setbacks from Holden Road and Dick's Point Road are substantial at 50 feet each and the setback from the property to the south is also substantial at 40 feet.These large setbacks from property lines mitigate to the extent possible the proposed non-conforming location. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law U67-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. r 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage 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 Dantes, and duly carried, to GRANT the variance as applied for, and shown on the survey map prepared by John T. Metzger, LS and dated July 26, 1999 and the-/ Plan prepared by,Louis Schwartz, Engineer, last revised February 23,2022. • " " Page 3,April 20,2023 #7759,Filipkowski SCTM No. 1000-110-5-22 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit an updated signed and sealed survey depicting a driveway for the garage entrance from Dick's Point Road, as well as providing the proposed lot coverage calculation of the parcel. 2. The subject accessory garage may not.be used for any business/commercial purposes. 3. The subject garage shall be used for the storage of the applicant's own personal vehicles and boat and shall not be used to store commercial vehicles. 4. The second floor shall remain unfinished, unconditioned storage for the applicant's own personal belongings only and shall remain uninsulated with open studs, no heat, no air conditioning or habitable living space. 5. The subject accessory garage shall not contain any plumbing other than an exterior hose bib. 6. The applicant shall maintain a 25-foot-deep non-disturbance wooded buffer along the Dick's Point Road(other than an opening for a driveway entrance)and Holden Road frontages and a 20-foot-wide non-disturbance wooded buffer along the southerly property line for 150 feet starting at Holden Road. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays 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,site plan and/or survey cited above,such as alterations,extensions, demolitions,or demolitions exceeding the scope of the reliefgranted 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 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 Weisman(Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). v —Leslie Kanes'Weisma ,Chairperson Approved for filing /,?/ /2023 E C l5 11 V E �oguFFotK o AUG — 8 2024 BL 1 NG DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o $ Building DeparTotHlHall Annex- 54375 Main Road - PO Box 1179 Town of Southold Southold, New York 11971-0959 Telephone(631)765-1802- FAX(631) 765-9502 jamesh(c)-southoldtownny.Qov— seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/8/2024 Company Name: owner Electrician's Name: karol filipkowski License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: karol filipkowski Address: 570 pinnwood rd Cross Street: dicks point Phone No.: 6318316070 Bldg.Permit#: 50021 email:karolf@optonline.net Tax Map District: 1000 Section:110 Block: 5 Lot:22 BRIEF DESCRIPTION OF LUDE SQUARE FOOTAGE (Please Print Clearly): elecktic panel and outlets 1200 sf 49 � vi U _ �"" Square Footage: 11200 Circle All That Apply: Is job ready for inspection?: ❑� YES❑NO ❑✓ Rough In ❑� Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead #Underground Laterals 1 2 H Frame M Pole Work done on Service? M Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION cbl� 1 A ' - PK �1 SofFotx� �p� OGy BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'y4 �a0�- Telephone (631) 765-1802 Temporary Certificate # o Date 2024 Customer Name �1 ` �l Electrician Name `Uph 'I Address C.KS Phone 02—A '5 l WID, e-mail e-mail 1-� II(1Q t'VL Phone /\ License#. Size 00 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 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 , �OS��FO(¢CO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-95d2_ jamesh(cDsoutholdtownny gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: t�(� �, Electrician's Name: k, ` — License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: r �� W� ( � Address: S Cross Street: cc Phone No.: 3 Q Bldg.Permit#: 10 email: � � (e Tax Map District: 1000 Section: V Block: � Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough In Final Do you need a Temp Certificate?: , YES ❑ NO Issued On �Ll e I(09 Temp Information: (All information required) Service Size 1 Ph❑3 Ph SizeW _A # Meters _ Old Meter# P, [JNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Undergroun verhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT#:. ';` Address: Ll5C,> Switches Outlets��' _ GFI's Surface Sconces i H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Smokes DW Generator TrnsfmrSalt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks • ERV Inst Hot DeHum HOT TUB/SPA Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service AmpsI916 Have �?oUsed Sub Amps Have Used' Comments Concerning: Filipkowski. 450 Dick's Point rd. Cutchogue 1000-110-5022 October 10, 2023 Attached is a copy of the variance from the Zoning Board of Appeals concerning this application as well as a copy of the new survey. I would appreciate it if you would review and issue the building permit as soon as possible. Thank-you, Joan Chambers DD �� OCT 1 0 2023 k m' BUIT.: ING DEPT. N Q. SCDHS REF. # R10 - 97- 0053 ANY AL mERAnw W AM=To THs SLRVEY/S A WMA77ON Q or SECnav 7209 a'7W AEIV YORX STATE EOUCAIM LAW. EXWT AS PSR&XTION P.ALL C1WiiA:Aj 7W P, 150 ; NAS�OR CaW Tr,RE�� SEAL F 7 E SSERVE AR t , O ��° c &sT a Ausm BY�Y AAV ALL 98TH SO VEYORS uTLMvc A COPYTM o ,� OF ANOTM StffTya'S MAP. T&W StJC71 AS 77VSPECTEO'AND AREA = 43,893, sq. ft. we swajw-TocAreAmxrNCoWL/A ACE 107H THE LAw. EXISTING HOUSE- 2317 cq.11. 4ell ; l om famil/ai with the STANDARDS FOR APPROVAL o PLOP. GARAGE: 1492.5 sq. It. / AND CONSTRUCTION OF SUBSURFACE SEWAGE !� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 38/0/43893 = 0.087 PO 2�i and w111 abide by the conditions set forth therein and on the q' permit to construct. �-91 \" O LOT COVERAGE, = 8.7% 3� � `rs 04 , x The locations of wells and cesspools shown hereon are from field observations e,► and or from data obtained from others. 5(vRBPN o N Test Boring. NON.p1 �0 0 �Z�Z Z5' Br. Loamy 0 1 �s SAND SM GINE. °0. ,0' �'N r o ,, •N ' 65 ST-A c Q ' r•'c a �o� Br. Silly � n �? y, 5; SAND with � I�• vG¢Pv��,. �\�^� g� '� �g 3 /OS Gr. AOf. �Of�G OS 9Z3 M°^ 1N B v ^d o Pate Br. Q�Oe. sip PStO �• \ 3�� Cloarse QO G� _ ,t Z . \o Send Q Q�p�P . as Q•� \�= 00 G �J SW �• G on \ �O. P 17' y o�V, `s.2 ,� F fit^ °S O� r 06 , ' sN ¢gP - 09 Z tin 5 ,C100 P`� r ell � / of NEW ��,� o o. P" SURVEY FOR � 060 ,, ,00 500 KAROL FILIPK® W.SKI S,I.a2 (Q�� GP \ AT CUTCHOGUE • �y .� TO WN OF SOUTHOL o�etil 2�0 '� SUFFOLhC COUNTY, lV. Y. J� 4A l000 - 110 �os- CERTIFIED TO, Scale. 1 = 40 / N.Y.S LIC, N0. 496/8 �.P• CH/ROL CAGOILTLT�W�NSURANCE COMPANY .�UI 17 1996 ECONIG YORS, P.C. Q PECONIC ABSTRACT, INC. 9e� 08 0187 Aug 2, 1996 (CERTIFICA TIONS) f5161 765 -.5020 , NORTH FORK BANK Aug. 24,2023(Iot coverage) l�taxr/li,�,l 3�f cesspools I APRIL I, 2022 I.PROP. GARAGE) P.. O. BOX 909 - • F�e�i. 6, L998 i s1k out J 1230 TRAVELER STREET oLENAAs uMA - u EA April 23, 1998 ( conc. foundation 1 SOUTHOLD, N.Y. lls 7f AREA 43,893 S9 f f. JUL Y 26, 1999 f final J 96 - 206 1 ' SCDHS REF. # R10 - 97- 0053 �`¢�` ANY u rERAr>a�+r aR rn �sugvEY Is A vrau T1av N O .� OF S CMV 7. aF �.Y=STATE awnon►LAX EXI�PT AS An 8 ALL c�rtxA M NNW AIE VALS FVR a ff w�cis n�a��cY F RECEn►E® ��1R Casa t% sou w nE M CS. - ,so NfAO�Es awrub /, ar►c O Z�o �.� (AUG 1 Q 2023 AW ff M TO ANY� �urx�`mwc A C Sr AREA = 43,893 s q. ft. w�,� . OF ANorM 6N4VEY0"WA TABS&W As VVECTW AID ft O1 ff-T0-9A 7r AX pvr 1V awuANdr xrN TW LAM. EXISTING HOUSE- 2317 cq.11. .l om'familiar with the STANDARDS FDR APPROVAL Oe,` Pf�OP. GARAGE l492.5 sq. It. AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Pp Z� and will abide by the conditions se/ forth therein and on the 3810/43893 = 0.087 Ro �'� permit to construct LOT COVERAGE = 8.7% 3��• �� ��. �Q� O ®le-' rla5 ���i� h� �h, `ro, oQ iga X The locations of wells and cesspools 1� \ �_ Y shown hereon are from field observations Vol and or from dato obtained from others. ii E BvfE�R `` ";, yiel N� / N O�S�UR�P ZZd Test Boring S ND M CAs A o_ Br. Si/ly 0, S.T. ���, �d "'- •�`� 35'r SAND with o N• 04e� OX .s B lO MGr v Pole Br. Q�oe.�R Sip es�a� �� \ 3�i Fho•to. Coarse Sand Q�°�PGr`A6 QZ ���` 00� SW �� �s r; Gp �" ^ �� \� k \�0• ��� FMiM r�Iy from ZB ZOA fie T 7� /� a � Data: o� c�� • � � .o�� � 5• IOU P OFNF� �V �� Zo �� SURVEY FOR 5 o�r1 T.MF ro p •��, �-� oo• s5�0 ., KA ROL FIL IPKO WSKI * O , �0 5�.A2 loll GP AT CUTCHOGUF S. TO W N OF SOUTHOLD �� ,� �4'S ,���� 2�, �l►P� SUFFOLK COUNTY,W Y, 49618 1000 - W- 05-22 A0 CERTIFIED TO: Scale: 1"= 40' . N.Y.S. L/C, W. 496/e KAROL FILIPKOWSKI. c Q' CHICAGO TITLE INSURANCE COhIPANY 4uly 17, 1996 ECONIC ORS, P.C. O PECONIC ABSTRACT, #1C. 96 08 0187 Aug. 2, 1996 (CERTIFICATIONS) 1516) 765 - 5020 NORTH FORK DANK Aug. 24,202311ot coveragal lrt l�,/il T( cesspools t APRIL I, 2022 1.PROP. GARAGD P. 0. BOX 909 1230 TRAVELER STREET ELEVATIONS ARE REFERENCED A pFl 23, 1998 l conc. foundation 6, I99 ( slk out 1 SOUTHOLD N.Y. 11971 � TO AN ASSUMED DATUM ' :4prd 1 - AREA = 4�1,893 sq.ft. JULY 26, 1999 ( final 1 SURVEY FOR V4 KAROL FILIPKO WSKI 1j AT CUTCHOG UE TOWN OF SOUTMLD SUFFOLK COUNTY, N. Y. 1000=110-0622 SCALE" 1"­_-30' JULY 17, 1096 DECEWBER 13. 2023 (R)UNDIION LOC.) Roo od 1410 AN 0 70 do +0 .0. IN It 02 &o o 0, 41 A GV P r' * =MONUMENT * =PIPE MYS. Lia NO. 49618 ANY AUERANOV OR ADD17101V 70 7HIS SURwr IS A WOLA770M N.Y.S. UC, NO. 051132-01 OF SEC71ON 7209OF 7HE NEW PORK STATE EDLOCA77ON LAW FECONIC SUR"S, P.C.? OF EXCEPT AS PER SECNON 7209-StliVWSON I ALL CEIVIFIV 77ONS 1.76 FAX -1797 ptl�!O"F op t4 765 HEREON ARE VAUD FOR 7HIS MAP AND COPIES THEREOF ONLY F 'dU' line.net E SAID-MAP OR COPIES BEAR. 7HE IMPRESSM SE4 OF ME SURVEYOR AREA= 43,893 SO. FT PaWoxA gME R STREET 6-206WOSE SGNA7URE APPEARS HEREON. � FILIPKOWSKI GARAGE 570 PINEWOOD RD. CUTCHOGUE N .Y. 1 .06 ACRES 1200 SO. FT. UNHEATED GARAGE W/ STORAGE ATTIC OVER & OPEN STORAGE @ SIDE LINE OF ROOF DVERHANG SLIDING SAR' DOORS SLIDING BARI I DOORS I 1-3/4"x111-1/2" LVL I 36"X48]WINDOW 2-1-3/4"x`14" LVIL FLUSH HEADER OVER OPENING 2-1-3/4"x14" LVIL FLUSH HEADER OVER OPENING 2X6 @ 16" OC STUD WALLS ROOF OVERHANG @ STORAGE AREA LJ 12 ASPHALT/FIBERGLASS SHINGLES GENERALNOTES 4 ROOFING FELT 1 All work shall conform to the requirements of the 2020 Building Code of N.Y. 112" PLYWD. SHEATHING State, County and Town Department Regulations, Utility Company requirements and 0 W 2'-0" WIDE8,x 3/4" THICK PLYWD. GUSSET 2. Before commencing work the Contractor shall file all documents required by the SCREWED GLUED TO BOTH SIDES OF Building Department, pay all fees required by local agencies and obtain all required EACH RAFTER TYP. @ DORMER WIN OWS 3. The Contractor shall visit the site and verify all dimensions and the existing (6) TW 84 DH UNFINISHED/ UNHEATED STORAGE conditions affecting the work prior to construction. Any discrepancies which would MULLI�NS interfere with the satisfactory completetion of the work described herein shall be 2X10 @ 16" OC ROOF JOISTS. SLOPE TO DRAIN 0 0 12 reported to the architect or property owner. Do not start work until such conditions TECO TO LEDGER have been examined and a course of action mutually agreed upon. Failure to notify | � the owner or architect of unsatisfactory conditions will be construed as an acceptance 19 0 2X4@16" 0 of the conditions to properly perform the required work. 1 7 Ld ROLLED RUBBER MEMBRANE ROOFLO 3/4" PLYWD. FLOOR----\ 5. The Contractor is to maintain a complete and up to date set of plans on the 0 < OVER 3/4" PLYWD. SHEATHING 4. All work is to conform to the drawings and specifications of the architect and U engineer consultants. - job site at all! times LL1 14" TJf'S ( NO COLUMNS OR POSTS) 1 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures ' LU | ` \___2-1-3/4"04" LVIL FLUSH HEADER OVER OPENING '-O'�- including storage and toilet facilities,protection of existing work to remain,access to 1/2" CDX WALL SHEATHING work area, hours of permitted work,availability of water and electric power and all 9) TYVEK HOUSE WRAP other conditions and restrictions for this particular location in order to execute the < - 0 work in a careful and orderly manner with the least possible disturbance to the public. 1 0 8. The Contractor shall make the neccesary arrangements to utilities and services < GARAGE temporarily disconnected while performing the work as required. FOUNDATION WALL 9. The Contractor shall provide all dimensions and cut-outs for other trades. 8" POURED CONC. W/ #5 BARS VERTICAL @ 24" OC 10. The Contractor shall provide proper shoring and bracing for all remaining structure #4 BARS HORIZONTAL @ 16" OC prior to removal of existing structure. u/*x/INu `r FROM ou/roM OF WALL 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the 4" REINF. CONC. SLAB @ GARAGE INTERIOR owner and architect harmless from litigation arising out of the Contractor's failure to NEW POUR. CONC. RET. WALL persons who shall arrange for and obtain all required inspections.The General UNFINISHED INTERIOR --F—7—17 provide construction safety means and methods. — — — — — — — - --- 3.11.18 1/4" V-0" 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. REV. 128.18 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. FLOOR PLAN ` REV. 2.7.22 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 1/4^~1'-0^ 3.21.18 REV. 2.23.22 copper termite sheild. REV. 128.19 4. Shingle siding shall conform to ASTM ID 3679 and be installed in accordance REV. Z.72Z with the Nlew York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance 8' O with NYS Code R 602.8 to form an effective fire barrier between stories and 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 psl WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B FROST LINE DEPTH CONT. FTG. UNDER DOOR 36" DECAY SLIGHT TO MODERATE 10. Protective panels shall be provided for glazed openings in accordance with uNwnts FLOOD HAZARD AS NOTED (in pounds pw squam - UJ USE LOAD Attics without storagel" 10 010 | � Exterior balconies 60 0 Fire escapes 40 4" REINF. CONC. SLAB @ GARAGE INTERIOR GRAVEL BED @ Passenger vehicle garageO 502 rooms Sleeping rooms 30 NE FOUNDATION PLAN QZ FLOOR PLAN NEW POUR. CONC. RET. WALL 77006 SECTION ress 1% -, 1ft MI-1 _C7-- - - - - - - - - - - - - - 'I"'mNa I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -] ' ' I k I A 101 TA RT FOUNDATION PLAN 1 2'-0 ' 1/4^=1'-0^ 3.21.18 �'�) PO BOX 49 �Y REV. 128.19 ` REV. 2.722 | | RFv_ ,.rx�n � | F I L I P KOWS K I GARAGE 570 PINEWOOD RD . CUTCHOGUE N .Y. KAROL FILIPKOWSKI ( OWNER ) SCTM # 1000- 1 10- 5 - 2 2 R-40 1 .06 ACRES PROPOSED: 1200 SQ. FT. UNHEATED GARAGE W/ STORAGE ATTIC OVER & OPEN STORAGE @ SIDE NAILING/FASTENER SCHEDULE -- = RIDGE STRAP: SIMPSON LSTA30 SHALL BE INSTALLED TO CONNECT _.—_ _.._.... FIBERGLASS/ASPHALT HIN LE ----- -- EACH PAIR OF OPPOSING RAFTERS . -- --- -- -- PER 3LIL .2.5 OF WFCM 2001 -- --- -...------ DORMER_ -- --- ----- --- --- --- - _--------- -- --- - ------- ------ --- ----- 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE -- 8D COMMON @ 12" OC @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE REFER TO TABLE 3.8 WFCM - SBC DORMER - JJ— JUL 34"x65" DH 34"x65" DH PROVIDE (3) 3/8" THRU BOLTS EACH END OF COLLAR TIES TYP. FIBERGLASS/ASPHALT SHINGLESJIF LIFE � - __ _____ 6D OM N @ 3 SHEATHING SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3"OC EDGE TW 28410 23'-4" CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD TOP PLATES @ EACH RAFTER ROOF CVER OPEN STORAGE AREA -- ROLLED RUBBER MEMBRANE ROOF OVER EXTERIOR STORAGE PROVIDE SIMPSON LPT4 OR -- EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. � PROVIDE SIMPSON H6 OR -- OPEN - CEDAR SHINGLE SIDING OF BOTH FLOORS TO PLATE & CEDAR SHINGLE SIDING EQUIVILANT TO TIE WALL STUDS BAND JOIST @ 16" OC TYP. PROVIDE SIMPSON H6 OR 5-1/2" DIA. STEEL COL. 12' 0" 9'-0" 12' 0" 9'-O" 5-1/2" DIA. STEEL COLS. EQUIVALENT TO TIE WALL STUDS ANCHORED TO FOUNDATION WALL SLIDING A N DOORS SLIDING A N DOORS TO PLATE & BAND JOIST @ 16" 3'-0"x 4'-0" C P. c\J 3'-0"x 6'-8" GRADE @ REAR r1" ENTRY DOOR O • PLYWD. FLOOR SHEATHING POURED CONC. FOUNDATION WALL I I 8D COMMON @ 6" OC EDGE SD COMMON @ 12"OC FIELD LINE — STEPPED NDATION WALL LSTA 18 UPLIFT STRAP 1 I PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS @ EACH END. BOLT TO 1 IE SILL PLATE TO MASONRY TFOUNDATION TYP @ 6'-0" OC FOR 1 STORY, 3'-0" FOR POUR. CONC. L— — — — — — — 2 STORIES, 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN. REINFORCED GRAVEL @ STORAGE AREA GRAVEL @ STORAGE AREA I I FOUNDATION WALL LINE OF SLAB 12" DEEP. — — — — — — — — MASONRY STOOP — —\ 1001.2-2.f OTEISTION OF OPENINS6. EXTERIOR GLAZING IN BUILDING5 LOCATED IP1 rvrl`�E PEDRIS RISIONS 6KNLL.W PROTECTrI7 FROM KNnOORNE PEM5. \ \ I &LAMP OftNISS PROTrZTM"NIN[�BQW� v>WEM5 SHALL?,=T"ML! c7 \ \ 1 20"1 x 10" POUR. CONC. FTGS. @ T-0" BELOW GRADE I I R IMIRE1 EMM OF TM LARGE MISSILE TIMT OF ASTM E I"6 AND ASTM E I&M A5 - - — J - - - - - - - - - - - — - - - - - - - - I - - - - - - - - - - - - - - - - - — — — — — — — \ \- - - - - - I— _ _ _ _ -L _1 MODIFIED N55-erIQ}�I WIM.L2.I.6ARAM!=RSLaAZ�+[ IIN&MZCMCTI[7MFM — — — — \- — — — — — — — — — — — — — — I — WIC DEBRIS SRALL MEET THE PEOUIRt�NTS OP A>�t IMPACT-�515T1xs - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STANDARD OR ANSYCASMA 115.(NM TABLE! M-04 NORTH ELEVATION ( FRONT) EAST ELEVATION (SIDE) TTRRI.=1GTURAIL f'ANM.5 wITfI A THIGCNESS OF NOT W255 Ti-IAN X INCH AND A 5PAm OF NOT MORE TH,AM z F L.1•.LET 5HA BE PERMITTED FOR OMMNcS PROTMTION. 3.1 1.18 1/4" = 1'-0" 3.1 1.18 1/4" = 1'-0" PA M.5 S ALL 6E PRMVT ANP ATTAR TO THE MAMINS DINS THE . . . OPENIN+I&CONTAINING THE PROVIXT W E['9 1Ttt Tit 6LAZ OF MIN&.PANtL5 SHALL BE REV. 1. 1 REV 12819 REV. 2.7.22 REV. 2.7.22 PRWRILL.ED AS REMJIRW FOR THE ANISE METHM AND SHALL IM SECIURED REV. 2.23.22 REV. 2.23.22 WITH T�ArW44 t RARDImiARE Pf tMDED- ATTA 4-IMM T3 5H� BF I eShISH D TO 3.23.2 RESIST THE C,OMPONET AN7 GLAA[7IN13 LOADS DETrTIm7 I%Accoivmcz WITM EITHM TArst a"R501-- ) OR A 7,KITFI TW'PERMANPh1T G SION-MMST,ANT ATTACHMENT HARsaYARM PROVIDED AND ANeWM lwf l MA ENTLY MTALLED ON'TI-P BUILDING, ATTAC+VffNT IN AG+GORC2AWZ WITH TABLE R".2.1.2 15 PgRMITTED FOR E]UIL.DINOS AI'T14 A MEAN ROOT-FIEI&4T OP 45 FMT OR LESS WIERE THB ULTIMATI= °1tf5N Y�1ND 'EST, 19 I$O"014 on L.M. TABLE P.-Wl 2.1.2: l�UhtD�3ORNE DEBR15 PROTECTION PASTENINdS SCHEDULE FOR lNk'aM ST nJRAL PANELS PA5T9NBR 5PAGI1V6 FASTENER'TYPE 4 MOT 6 FOOT PANEL SPAN <'PANEL SPAN <PAWL SF"AM <4 FOOT I b FOOT S 6 FOOT No. &HOCV sroRE 1 DASEP ANC. WITH 2 16 10 6 II*H CMDEVMENT LATH NO, 10 Y`I0= 5cpzx 15A5EP ANGNOFZ WITH TH 2 16 12 vr INCH EMSWIEMT LENSTH INCH LAS WREN 15ASM ANC- WITH 2 Ib 15 16 IIr1-H Ell!BE'O1MENT J.1*h1 - H CI, TH15 TAaLE 15 SASW ON 150 MFH ULTIMATE - --- — - --- CM19 aN WINP WIMP ANV A 55 r=T MEAN R HMIC+T. b. FASTMvm SHALL 5M IMSTAIM AT O1*'05f45 ENDS Or- THE Y000 571RIZTJRAL PANEL, -- -- I'�AST IERS SHALL SE LOCATED NOT LIDS T44AN INCH MWM THE ECD6E Of n-E PAWM— LIL J------ --- - ----- ------_-.. - --- - --- - _ 6- AW- SHALL PI'M-171SATE n+R0U6H THE EXTMIOR KALL COV'ERINS WITH AM 01,01®EDMENT LENSTH Or NOT LESS 114AN 2 INCHES INTO THE --- _ -- -- - - — DORMER OUILD'IMS rRAME.PA'STE1'1E R5 SHALL BE LOCA'1'ED FIBERGLASS/ASPHALT SHINGLES 34"x65" DH 34"x65" DH NOT Ltd THAN Zh INCHES PROM THE E76E Or- THE d. PANEL5 ATTAG#'1EL7 T© MA5oMkY oR cold- MA5OIJ'W/STLJG4W 5HALL Ea ATTAC44W U51H5 V5KATION-RE'5I5TANT ANC+IOR5 1IAVINCF AN -------......_.-- __--- -- - -._.._..- -- ------------- I I ULTIMATE AITHORAKAL CAPAGI'1Y Or NoT LESS THAN 1�POUNT•JS" - - ROOF OVER OPEN STORAGE AREA -- -__ -_--- --- ------ ----- - _ _.._..........._. --- - REV. 2 . 7 . 22 _..........- - -- � - - - - - - - - - - - - - - - - - - - - - - - - � - ----___ _ ----- - - - __------ -- REV. 2 . 2 3 . 2 2 OPEN CEDAR SHINGLE SIDING 5-1/2" DIA. STEEL COL. ELEVATIONS 1 CONC. FOUNDATION WALLDept pinal $Ja rfV I I I I z�hJe�w.�a�ze,, oato: # j-j° - ►'a►►ts I I I I -- — — — — — I LINE OF SLAB — — — — — — — — — — — — — -- — — — — — — — — — - - - - -- -- --- --- - -- - SOUTH ELEVATION ( REAR ) — _ _ _ _ _ _ _ _ _ / j — — — — — — — — —� WEST ELEVATION (SIDE ) 3.11.18 1/4" = 1'-0 - - - - - - - - - - -- 3.11.18 1/4" = V-0" REV. 1.28.19 REV. 1.28.19 REV. 2.7.22 REV. 2.23.22 SCALE AS NOTED NE MARCH 21 , 2018 ( REV. 1 .28. 19 ) A 102 �A 77006 A'�OFESSI 2 OF 2 PO BOX 49 J OAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 F I L I P KOWS K I GARAGE 570 PINEWOOD RD . CUTCHOGUE N .Y. KAROL FILIPKOWSKI ( OWNER ) APP 0 EDASNOTED SCTM # 1000- 110- 5 - 22 , 1'-8'1 DA 3 -WB.P.# �61J� R-40 8'-0- F BY. 1 .06 ACRES" NOTIFY BUILDING DEPARTMENT AT PROPOSED: 631.765-1802 8AM TO 4PM FOR THE 1.. _g2" 1FOLLOWINGFOU NDATION INSPECTIONS: ' N ECT REQUIRED IO 1200 SQ. FT. UNHEATED GARAGE W/ STORAGE 18'-6" — _62 ATTIC OVER & OPEN STORAGE @ SIDE FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMPING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. 1 ALL CONSTRUCTION SHALL MEET THE LINE OF ROOF DVERHANG — — — — — — — — — — — - —I REQUIREMENTS OF THE CODES OF NEW — -- — — — -- — — — — — — — — — — --- — — — -- — — — — — — MA ONRY YORK STATE. NOT RESPONSIBLE F OR 12'-0•'X '-0" ST OF I 1 2'-0"X '-0" SLIDING BARI DOORS 36"X48" WINDOW I DESIGN OR CONSTRUCTON ERRORS • SLIDING BAR DOORS 1-3/4"x11-1/2" LVL — — — — — — — — — — - - - - - �, I o COMPLY WITH ALLCODESO GENERAL NOTES — — _ 2-1-3/4"x14" LVL FLUSH HEADER OVER OPENING + 2-1-3/4•'x14" LVL FLUSH HEADER OVER OPENING O I ROOF OVERHANG @ STORAGE AREA N STUD WALLS ' I --4 — — — — — — w ASPHALT/FIBERGLASS SHINGLES NEW YORK STATE &TOWN 12 ROOFING BELT AS REQUI AND CONDITIONS 1• All work shall conform to the requirements of the OD 2020 Building Code of N.Y. Q4 1/2" PLYWD. SHEATHING State, County and Town Department Regulations, Utility Company requirements and I o zxe@ 3z' oc SOUiHOLDTOWNZBA best trade practises. c� StJ , � 1 B A'0 2• Before commencing work the Contractor shall file all documents required by the z 2'-0" WIDE x 3/4" THICK PLYWD. GUSSET I Building Department, pay all fees required by local agencies and obtain all required U p / SCREWED & GLUED TO BOTH SIDES OF SOVm v STEES U., EAC ¢ / H RAFTER TYP. perm I I I o � � — 3. The Contractor shall visit the site and verify all dimensions and the existing (2) 2x8 HEF)nER @ DORMER WIN OWS �P� conditions affecting the work prior to construction. Any discrepancies which would J (6) Two DH UNFINISHED/ UNHEATED STORAGE Interfere with the satisfactory completetion of the work described herein shall be ? O UNITS / S PPORT MULLIC}NS .-� 2x8 @ 16" OC reported to the architect or property owner. Do not start work until such conditions 12 2X10 @ 16" OC ROOF JOISTS. SLOPE TO DRAIN i o / have been examined and a course of action mutually agreed upon. Failure to notify O � TEco To LEDGER w / 1s ^ r1 the owner or architect of unsatisfactory conditions will be construed as an acceptance x m �'�°UFAN� ®r► i r �� of the conditions to properly perform the required work. o zx4@1s" oc C 4. All work is to conform to the drawings and specifications of the architect and z O RUBBERMEMBRANE ROOF / USE IS UNLAWFU engineer consultants. Uj ROLLED 5. The Contractor is to maintain a complete and up to date set of plans on the y WITHOUT CERTIFI ) �1 OVER 3/4" PLYWD. SHEATHING Jo v 3/4" PLYWD. FLOOR Ob Site at all times OFOCCUPANCY 6• The drawings are not to be scaled under any circumstances. o ~ r J � °� I 14'• TJI'S ( NO COLUMNS OR POSTS) 7, It shall be the Contractor's responsibility to ascertain all prevailing procedures a w a I including storage and toilet fa W cilities,protection of existing work to remain,access to � I 2'-0" 2-1-3/4"x14" LVL FLUSH HEADER OVER OPENING 2x6 @ 16" OC STUD WALL work area, hours of permitted work,availability of water and electric power and all � I 1/2" CDX WALL SHEATHING other conditions and restrictions for this particular location in order to execute the TYVEK HOUSE WRAP CEDAR SHINGLE SIDING work in a careful and orderly manner with the least possible disturbance to the public. o 8. The Contractor shall make the neccesary arrangements to utilities and services o temporarily disconnected while performing the work as required. o a GARAGE FOUNDATION WALL 9. The Contractor shall provide all dimensions and cut-outs for other trades. m 8'. POURED CONC. W/ 10. The Contractor shall provide proper shoring and bracing for all remaining structure Z f #5 BARS VERTICAL @ 24" OC prior to removal of existing structure. ZONTAL @ 16" OC JO STARTING 12"RS FROM BOTTOM OF WALL 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who, shall arrange for and obtain all required inspections.The General NEW POUR. CONC. RET. WALL I Contractor shall be responsible for scheduling all other inspections as required. x 8" 6'-0" W/ 24"x8 POUR. CONC. FTG. I 12. The Contractor is solely responsible for construction safety and shall holdthe I 4" REINF. CONC. SLAB @ GARAGE INTERIOR owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. UNFINISHED INTERIOR i �� I I �; CONSTRUCTION NOTES /� -� SECTION # 1 �/ 3.11.18 1/4" = 1'-0" 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. _ _ _ - - - - - - - - - - - - - - - - - - - - - -J — — — — _ — — _ _ — — — _ _ — REV. 1.28.19 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. — — — — — — — — — — — — — — — — — — — _ _ —. — — — REV. 2.7.22 3. Sill Mates shall be preserved, treated wood and be installed above a 113 oz. REV. 2.23.22 copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be, #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy RETAIN STORrA WATER RUNOFF Conservation Code of the State of New York. PURSUANT TO CHAPTER 236 9. Fireblocking shall be provided in all wood framed construction in accordance OF THE TOWN CODE, with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with 1 1'-8" NYS code R301.2.1.2 if they are required. 48'-0" 11. All portions of the new structure are designed to comply with local geographic 12'-0" 3'-3" -10" ELECTRICAL and climatic criteria as stated in the,�following table. INSPECT O U GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH 1 SEISMIC DESIGN CATATGORY SEVERE TRUSS RLACARDIN'G REQUIRED WEATHERING 36" FROST LINE DEPTH _ __ _ _ _ — — — — — TERMITE THREAT MODERATE TO HEAVY — — CONT. FTG. UNDER DOOR I DECAY SLIGHT TO MODERATE : � TEMPERATURE CONT. FTG. UNDER DOOR - D HAZARD AS NOTED - - _ — _ - - - � WINTER DESIGN _ � FLOO I I DO.NOT PROCEED WITH I I I al FRAN4ING UNTIL SURVEY Z Z I OF FOUNDATION LOCATIW : SABLE R3811'S HIriIwilM UNIFt}RMLY DIs"TltiBUTEn LrvE LOADS(in pounds per square foot) °I Q HAS BEEN APPROVED. LIVE USE LOAD °I o flies with limited storageg•h 20 T N I flies without storage' 10 U_ o Decks 40 �0 NI0 o Exterior balconies 60 `:�aM Lea ' W ; °I m All exterior lighting Fire escapes railsa 20if1' ' r a z Guardrails and hand i DI OCT 2 6 2023 Installed,replaced or Guardrails in componentsf 50' N sl repaired shall conform passenger vehicle gars es 50a to Chapter 172 Rooms other than sleeping 40 GRAVEL BED @ 4" REIPJF. CONC. SLAB @GARAGE INTERIOR STORAGE AREA I of the Town Code rooms Steeping rooms 30 taus 40- REV. 2 . 7 . 22 REV. 2 . 23 . 22 NE rT FOUNDATION PLAN FLOOR PLAN _077006 SECTION NEW POUR. CONC. RET. WALL pR�FESS10��� 8"x6'-0" W/ 24"x8 POUR. CONC. FTG. J ress - - - - - - - - - - - - - - TA 1 OF 2 — — — — — — — — — — — — — — — t —a— — .— _ —•,e — ___ _ — -- j— — _ — _ — _ — • — — _ _ — — .. • . — ( N N permits drafting ex e d iti n ..' - - - - -- - - - — - - - - - - -- - - - -- — — — — — — — — — — — — — — 12'-0' PO BOX 49 EJOAN CHAMBERS 631-29 - NY 11971 631-294-4241 DLAN 1 8 FILIPKOWSKI GARAGE 570 PINEWOOD RD . CUTCHOGUE N .Y. ,,, '.•, ,_,,,. 1 KAROL FILIPKOWSKI ( OWNER ) SCTM # 1000- 1 10- 5 2 2 1 .06 ACRES PROPOSED: 1200 SO. FT. UNHEATED GARAGE W/ STORAGE ATTIC OVER & OPEN STORAGE @SIDE NAILING/FASTENER SCHEDULE RIDGE STRAP: SIMPSON LSTA30 'y,''I';�•, .; ',•', I SHALL BE INSTALLED TO CONNECT ' FIBERGLASS/ASPHALT SHINGLES EACH PAIR OF OPPOSING RAFTERS PER 3.2.5 OF WFCM 2001 — , DORMER— _ ---- - --- -- -- JJ 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZOfJE BD COMMON @ 12" OC @ PANEL FIELD -- --_._._ _ ___.—_ �- SD COMMON @ GABL ENDW _L RA EFER TO TABLE 3 �• E AI RAKE R .8 WFCM - SBC DORMER 34"x65" DH 34"x65" DH EACH END OF COLLAR TIES TYP , FIBERGLASS/ASPHALT SHINGLES PROVIDE (3) 3/8" THRU BOLTS 1/2" CDX PLYWD SHEATHING -- SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE 2 10 23'-4" CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD — —_ TOP PLATES @ EACH RAFTER ROOF OVER OPEN STORAGE AREAL===J, ROLLED RUBBER MEMBRANE ROOF OVER EXTERIOR STORAGE PROVIDE SIMPSON LPT4 OR '— EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. 1 PROVIDE SIMPSON H6 OR CEDAR SHINGLE SIDING EQUIVILANT TO TIE WALL STUDS OFEN CEDAR SHINGLE SIDING OF BOTH FLOORS TO PLATE & 1 BAND JOIST @ 16" OC TYP. PROVIDE SIMPSON H6 OR 5-1/2" DIA. STEEL COL. 1 2' 0" 9'-0" 1 2' 0" 9-0" 5-1/2" DIA. STEEL COLS. EQUIVALENT TO TIE WALL STUDS TO PLATE & BAND JOIST @ 16", rn' ANCHORED TO FOUNDATION WALL SLIDING A N DOORS SLIDING MA RN DOORS T-0"x 4'-0" oc TYP. N T-0"x 6'-8" GRADE @ REAR ENTRY DOOR - �O PLYWD. FLOOR SHEATHING POURED CONC. FOUNDATION WALL I I LINE OF STEPPED NDATION WALL `— BD COMMON @ 6" OC EDGE 8D COMMON @ 12" OC FIELD LSTA 18 UPLIFT STRAP PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS @ EACH END. MASONRY FOUNDATION TYP @ �,i,,•.,',' I I BOLT TO TIE SILL PLATE TO '!' ,•' I I 6'-0" OC FOR 1 STORY, 3'-0" FOR - - -- - POUR. CONC. GRAVEL @STORAGE AREA 2 STORIES D FROM CORNERS & I REINFORCED — OPENINGS AND BOLTS TO BE MIN. GRAVEL @ STORAGE AREA FOUNDATION WALL MASONRY STOOP I I — — — — — — — LINE OF SLAB 12" DEEP. -+ f�3G�1 Z�.PRCiTSGTEt9N OF C�T'EFlI1JE5 EXTERIQR 15L.AZIN6 11J®ltiLC?Ilt6 L OGATED IN C — - - - - - - - - - - - - - -I - - - \ ( I I I I w� rs�10MS AL WrROTEC7Wr�►r KNVEMM rs. i I I \ \ I CA-A=c�N1%s�TION 1`oR WIC MEM5 SHALL r=T"Mr; 0 \ \ 1 20"1 x 10" POUR. CONC. FTGS. @ 3'-0" BELOW GRLE I I MMIREMENT5 OF M-E L.ARM MISVLE TMT Or ASTM E 1"b AND ASSTM E W*AS rI' J - - - - - - - - - - - - - - - - L - - - - - - - - 1- - - - - - - - - - - - - - - - -J - - - - - - - \ �- - - - - �I— �— - - - - - - - - - -I� -1 � — L MMIPIMV1MM5—"'rtOC 9131 .12.LFARMEtk)OR61-� ORNI1J6F�Ci9'EG'TICTNFCR J kNMOORfi�VEMIS SHALL WET THE IEGUIRTtTS or-AN IMPACT-M aISM5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —+ �- — — — — — — — — — SSTAN17AdiD OR ANSIMASMA 115.(SM TABLE BELOPQ NORTH ELEVATION ( FRONT) EAST ELEVATION ( SIDE ) w nRAL PANM.S WITIi A 141CN OF NOT LESS n Y® Irr�r•I A�V A 3.1 1.18 1/4" = 1'-0" SPAN 6F NoT MDRE THAN E+rE Er 5HA.1.,BE r mmmm rok OPENINE�OTwTIC K REV. 1.28.19 3.11.18 1/4" = 1'-0„ PANMS SHALL OC PPZCVT_ REV. 2.7.22 REV. 2.72 29 RPMRILL.ED A,►S REMRM FM THE��M D ��13E�T5 t7PENINC€C.t7FJTA1NIN6 THE PRODUCT 1^M4 TfM ISLLAZZIP OFEhllN6.PANtIL5 SHALL BE MURM REV. 2.2 3.2 2 REV. 2.2 3.2 2 KITH T�Arr,+ AH WJRDKM L PFE`XMDPD_ATT�SHALL M MM&1'8eD'rs3 �arST THE c(aMPat,�r A!4[7 GLAAArf'16 LOADS pINE37 IN,AGGC)R�'tANGE 1�IT!-! d`1 ; ;ii `' '• MTHM-rA"!r-P"0I CRR SISE ITH Ti - .,r' �C2J A '��W PLRMANt"NT taRft081[1N RP"SI9rANr ATrhGHMIEiNr HA1iAY�A&M PR&AMD Aw AMA PZ"MUAAtL"1dTL.Y INSTAL 11!D Ot l TFE INIL"i M.ATTAGHML�Ir IN AC' AN.',�E WITH TABLE RW.2.11 IS PERMITTED FOR sulLflrr�'s WIVE A Ram HEIGHT Cr-'�P5 FAT OR LE55 THE ULTIMATE 4 =51eN NND WFEW. 15 U"�D M1°H OR L. TT�5LT= FZ3{712.1.2: WINDBORms DEBR15 Pf o1w,TlON FASTENING SGI"�37llLE FOR /qL�/{/. J 1 NJV 1 yiV'S�. ��l'�ItiLS rA TEN S'PAGI ` PASTENM TYPE 4 MOr 6 HOOT PANEL.SPAN < PANEL SPAN <PANEL SPAN '�4 I•t7E3T 16 P'Q'1�T �8 PCK�T {,; ''• „•, BAD AdVGflPR WITH 2 (+�+ IC7 $ INCH El' I_"F"fT'LEi�TH I6 IZ � Y4 INCH LALS �W E'.ASW ANGHR WITH 2 I Ib i a, T'H15 TA5Lt 15 5A5W 04 IL30 MPH ULTIMATE 3 1 N WINL7�L7 AtVC7 A 55 rOOT M +1 94 kt. 1�AST N + SHALL 1 INSTALLED AT O"105INS ! — - -- ---- ---- - - --- — — - --- 1E9!3 THAN 1� MOM THE—"ALL OF Ala TED NOT HE G. A SMALL rMaTRATE �H THE ! - —._.._-- _--- -- EXTERIOR A 7okLL CZ VERINIS WITH AN 014WMMENT __-- ---.-.._..-- ---- _ __-- _-- ----._-_-- - —____-- L.ENcSTH OP i�i[)T L.1✓55 THAN 2 INCHES ITlTit7 THE JIF BUIL D1N6 FRAME.PASTEmERS L HE L"D CA= — FIBERGLASS/ASPHALT SHINGLES— DORMER NOT L THAN 3 ItJG+ S M THE7+5E C?[`'f 34"x65" DH 34"x65" DH G BLOCK CAR�t'0RI , d. PANELS ATTAGHW TO MA5IRY OR c 11d f'E t7NR VS7 5HALL EM ATTAC�HW U51N& M N I15RATION-Rf15TAtNT ANCHOa5 tbkMNO AN ------- --- I I ULTIMATE WITHORAI++EAL CAPACITY Of! NOT LMS THAN r"0 Prank*. —_ ROOF OVER OPEN STORAGE AREA w REV. 2 . 7 . 22 --- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - � 2 -- ------------ ---- -------- - --- ---- ---- - REV. 2 . 2 3 . 2 OPEN CEDAR SHINGLE SIDING i•', 5-1/2" DIA. STEEL COL. ELEVATIONS CONC. FOUNDATION WALL I • I I I I LINE OF SLAB 1 SOUTH ELEVATION ( REAR ) ;_ _ — _ _ _ _ _ _ _ J — — — — — — — — WEST ELEVATION ( SIDE ) 3.11.18 1/4" = 1'-0" - - - - - - - - - - / _ 1,,'.. , ,•','• ; , � REV. 1.28.19 � 3.1 1.18 1/4" 1'-0" REV. 2.7.22 REV. 1.28 19 i REV. 2.7.22 REV. 2.23.22 SCALE AS NOTED NE MARCH 21 2018 ( REV. 1 28 19 ) A � � 102 I ��0 77006 1 i A��FESSION�� 2 OF 2 PO BOX 49 4;,;•, J OAN CHAMBERS SOUTHOLD NY 11971 631-294-4241