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HomeMy WebLinkAbout45782-Z �FFO( y Town of Southold 9/19/2021 C2 P.O.Box 1179 $ 53095 Main Rd Southold,New York 11971 �...�, � CERTIFICATE OF OCCUPANCY No: 42361 Date: 9/19/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3715 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/7/2009 pursuant to which Building Permit No. 45782 dated 2/5/2021 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: addition and alterations to an existing single family dwelling as applied for per ZBA#6076 dated 9/27/2007 The certificate is issued to JRMJ Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45782 5/24/2021 PLUMBERS CERTIFICATION DATED 7/19/2021 M e blonski tho iz gnature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33572 Z Date DECEMBER 7, 2007 Permission is hereby granted to: ROBERT K SIMON 379 WOOD LANE PECONIC,NY 11958 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED at premises located at 3715 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0002 Lot No. 014 pursuant to application dated OCTOBER 2, 2007 and approved by the Building Inspector to expire on JUNE 7, 2009 . Fee $ 300 . 00 Authorized Signature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35379 Z Date MARCH 9, 2010 Permission is hereby granted to: ROBERT K. SIMON 379 WOOD LANE PECONIC,NY 11958 for . ADDITON & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP# 33572 at premises located at 3715 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0002 Lot No. 014 pursuant to application dated MARCH 9, 2010 and approved by the Building Inspector to expire on SEPTEMBER 9, 2011. Fee $ 300 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 FBI�c TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE oy � s4 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#: 37492 Date: 9/4/2012 Permission is hereby granted to: ROBERT K SIMON 379 WOOD LANE PECONIC, NY 11958 To: ADDITON &ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP# 35379 At premises located at: 3715 MAIN BAYVIEW RD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 78.-2-14 Pursuant to application dated 3/9/2010 and approved by the Building Inspector. To expire on 3/4/2014. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building Inspector o�gaFEntX�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39734 Date: 5/6/2015 Permission is hereby granted to: Simon, Robert 379 Wood Ln Peconic, NY 11958 To: ADDITON &ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP# 37492 At premises located at: 3715 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-2-14 Pursuant to application dated 5/6/2015 and approved by the Building Inspector. To expire on 11/4/2016. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Buildin Ins ector �guFEnt� TOWN OF SOUTHOLD BUILDING DEPARTMENT =` TOWN CLERK'S OFFICE �y�• a�` 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#: 41577 Date: 4/27/2017 Permission is hereby granted to: Simon, Robert 379 Wood Ln - Peconic, NY 11958 To: ADDITON &ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP# 39734 At premises located at: 3715 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 78.-2-14 Pursuant to application dated 4/27/2017 and approved by the Building Inspector. To expire on 10/27/2018. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building Inspector TOWN OF SOUTHOLD �gUffQ( C BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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) J Permit#: 43668 Date: 4/22/2019 Permission is hereby granted to: Simon, Robert 379 Wood Ln Peconic, NY 11958 To: ADDITON & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP# 41577 At premises located at: 3715 Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-14 Pursuant to application dated 4/22/2019 and approved by the Building Inspector. To expire on 10/21/2020. Fees: PERMIT RENEWAL $150.00 Total: $150.00 l Building Inspector ufFOtft TOWN OF SOUTHOLD foo °°y BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE °y • a� 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#: 45782 Date: 2/5/2021 Permission is hereby granted to: Simon RK Rev Trt 379 Wood Ln Peconic, NY 11958 To: ADDITON & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6076 AS APPLIED FOR; FLOOD PMT INCLUDED .REPLACES EXP BP#45782 At premises located at: 3715 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 78.-2-14 Pursuant to application dated 2/3/2021 and approved by the Building Inspector. To expire on 8/7/2022. Fees: PERMIT RENEWAL $175.00 Total: $175.00 Building Inspector OF SO�j��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sean.devlina-town.southold.ny.us OWN,� BUILDING DEPARTMENT TOWN OF SOUTHOL D CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* JRMJ Properties LLC Address: 3715 Main Bayview Rd city.Southold st: NY zip: 11971 Building Permit* 457$2 Section: 78 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 42 Ceiling Fixtures 9 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights $' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 11 2'LED 1 Exit Fixtures Pump Other Equipment: MlniSplit-1, Fridge, Oven, DW Notes: AS BUILT NO VISUAL DEFECTS " Whole House Renovation Inspector Signature: Date: May 24, 2021 S.Devlin-Cert Electrical Compliance Form.xls rq S0(/r�o Town Flail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �� Southold,NY 11971-0959 CaUNl`1,��� BUMDING DEPARTMENT TOWN OF SOUTHOLD SEP — 7 2021 T{? fi y f CERTIFICATION Date: z- / Building Permit No._ 41-0`79Z Owner: ))�/ �(��(tee r �o�s �/ �' AA f o �v (Ple/aseprint) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumners Signature) Sworn to before me this day of a v 11 20 S1 P *J,v Notary Public, fuF County bte6 O laf so coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON ] FOUNDATION IST TOUGH PL13G. NDATION 2ND ] INSULATION MI [1,,'7FRA NG / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: &2L� 7LL-,`4� C�, &i DATE . fl //q/0E - INSPECTOR./L G�J OF SOUT�o �1y00wnN� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] RO PL13G. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 07-L DAT INSPECTOR I / — - — -- �o�a0ES0UTyo� # # TOWN OF SOUTHOLD BUILDING 6EPT. `ycourme�' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [" ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: t(VAv Z,�,/ETA CAI,- DATE Z INSPECTOR ` o�aoe souryO TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] 'ROUGlH 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 : 1 REMARKS &Dg(t G_ QO _ V &�ff m--dl&wum TIP *v cq�U - DATE 2 Z INSPECTOR F1 LD INSPECTION REPORT DATE I COMMENTS �— FOUNDATION(IST) f ------------------------------------- FOUNDATION(2ND) , z o a � oll ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. - — @o r� STATE ENERGY CODE IG � Vol FINAL ' DITI NAL COMMEN If 5 �! 0 1113 OD C/001,2 r n `fit 57 m 00 t7a. t r. d b , 6 'y ti y ro y }� ti 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ,35`7D- Check Septic Form N.Y.S.D.E.C. Trustees Examined 7 ,20_ Contact: Approved l 7„ 0-" Mail to: , ,r)J-2b j'� JL 4-41/'F Disapproved a/c PECOAI;C IV-Y. 1151S6 Phone: 6/73/ Expiration ,20P7�— Bui i Insp ctcl __ APPLICATION FOR BUILDING PERMIT --- Date o ��D 'SlAn� INSTRUCTIONS a-.-, s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. ( ignature of applicant or name,if a corporation) b000D LAAE P ailing address-of apphea.*:t�� L���i ti�/o ! C/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 42W Al L4�,/?_ Name of owner of premises (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. U,_'�\CUA `I S 'VZ \9-� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ? � —Block—0 Z_ Lot Subdivision — Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy 51A16-1-,E FA ry)/L- b. b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration X Repair_ Xs Removal )< Demolition Other Worlc (Description) 4. Estimated Cost 0�i z)11000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor ,�,� �uf� 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 P G Rear Z � ® � r� Depth 34 Height Z` Number of Stories :2- ; Dimensions of same structure with alterations or additions: Front a Rear " ? Depth _?,4 ' °� Height 2-' Number of Stories Z 8. Dimensions of entire new construction: Front "S4-'V"s= Rear "',Depth Height Number of Stories 9. Size of lot: Front - ` Rear Oct, 21 Depth 372,D/ 10. Date of Purchase.)iCzW 3 -200:1 Name of Former Owner / ,/Y7 O?l1-t-i COF F E, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO �'�A'e- 14. Names of Owner of premises�02,e s,?T K S ryJgAddress 3 7 9 kld oi) 44, Phone No. 13+ q.:2-11 Name of Architect Address Ph, 0. Name of Contractor Address Phoo. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES K 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 K NO * 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. STATE OF NEW YORK) SS: COUNTY OF 5a/--,4 d ) k?p P- ,J G_ i A , ,5/Me),,L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the O uj/✓ /, (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 bpre me this day of 2067 Notary Public Signa ure of Applicant ANNA GONZALEZ NOTARY PUBLIC,State of New York No.01605064202 Suffolk County Term Expires August 12,16W 2-o/o FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 24, 2007 TO: Robert K. Simon 3715 Main Bayview Road Southold,NY 11971 Please take notice that your application dated June 7, 2007 For permit to construct second story additions and alterations to an existing single family dwelling at Location of property: 3715 Main Bayview Road, Southold,NY County Tax Map No. 1000 - Section 78 Block 2 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non-conforming 39,583 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-122, which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any-new non-conformance or increase the degree of non-confon-nance with regard to the regulations pertaining to such buildings_" The existing single family dwelling notes an existingfront setback of 27 feet,which will be maintained with the second story additions/alterations. Therefore, the proposed construction is not permitted pursuant to Article XXIII Section 200-124— which states that non-conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum front ,yard setback of 40 feet. This Notice of Disauvroxal is based on a survey last amended 02/28/03 by John T. Metz er LS and -tans-dated /18/06 b obert Levine PE. r N d ignature Note to Applicant: A change or deviation to the above referenced application, may require further review by the So old Town Building Department. CC: file, Z.B.A. 3 APPEALS BOARD MEMBERS Mailing Address: O James Dinizio,Jr., Chairman �� SOUr�� y�! Southold Town Hall O 53095 Main Road - P.O. Box 1179 Gerard P. Goehringer [ Southold,NY 11971-0959 Ruth D. Oliva Office Location: Michael A. Simon 0 �� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �y�oU01 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net —_ ZONING BOARD OF APPEALS TOWN OF SOUTHOLD � �� � Tel. (631)765-1809-Fax(631)765-9064 t��i 1200?, LUJ _ �p3 oFPT DI GS, DELIBERATIONS AND DETERMINATION T WN F SCUTHOLo ' MEETING OF SEPTEMBER 27, 2007 ZB File No. 6076—Robert K. Simon Property Location: 3715 Main Bayview Road, Southold CTM 78-2-14 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. PROPERTY FACTS/DESCRIPTION: The applicant's 39,583 square foot parcel is located in the R-40 Low-Density Residential Zone District. The property has 126.67 feet along Main Bayview Road and is improved with a single-family dwelling, as shown on survey prepared by John C. Ehlers, Land Surveyor dated May 6, 2002. BASIS OF APPLICATION: Request for a Variance under, Sections 280-122 and 280-124, based on the Building Inspector's July 24, 2007 Notice of Disapproval and Zoning Code Interpretation #5039 (Walz Application), disapproving an addition with alterations to the existing single- family dwelling, for the reason that the new construction will be less than 40 feet from the front lot line, which will increase the degree of nonconformance with regard to the front yard setback. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated August 27, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 13 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF RE I QUESTED. The applicant proposes to construct an addition to a dwelling which is located in a nonconforming location 27 feet from the front line, as shown on r wge 2—September 27, 2007 ZB'File No. 6076—Robert K.Simon CTM No. 78-2-14 the 5/6/2002 survey prepared by John C. Ehlers, L.S. The proposed addition includes alterations to the roof, as shown on an elevation diagram (Page 1) prepared 9/18/06 by Eileen Wingate. REASONS FOR BOARD ACTION• On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(1). Grant of the variance will not produce an undesirable change in'the character of the neighborhood or a detriment to nearby properties. The existing}douse predates the zoning code setback requirement, with its nonconforming 27 foot front yard setback. The existing front yard setback will be maintained during the proposed new roof construction. The applicant states that they have not been able to obtain a certificate of occupancy for the house, and is trying obtain health department approval for a future new sanitary system and future new house. 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. There is no other way to construct a new roof considering the location of the existing house. 3. The variance granted herein is not substantial. The amount of relief concerns only that area which increases the degree of front setback nonconformity for the roof construction. 4. The relief in this application has not been self-created. The house predates the zoning code setback requirements. 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of obtaining a certificate of occupancy for the dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLIJTI N F zKE BOARD: In considering all of the above factors and applying the 1 a�pn�na west under New York Town Law 267-B, motion was offered by Member Goehringer, y'Coilded by Cbairrnan Dinizio, and duly carried,'to GRANT the variance as applied for, as shown on the survey prepared by John C. Ehlers, Land Surveyor dated May 6, 2002. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any gthe that may violate the current or future use, setback or other feature of features as are eexpressly addressed in Zoning Code, other than such uses, setbacks and J Page 3—September 27, 2007 ZB Vile No. 6076—Robert K.Simon CTM No.78-2-14 this action. 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. Vote of the Board: Ayes: Members Dinizio (Chairman), Goehringer, Simon, and Weisman. (Member Oliva was absent.) This Resdution w my adopted (4-0). JVmes Dinizio Jr., QULrmaln 16 / ( /2007 Approved for Filing SUFFac� Albert J. Krupski, President Ott C� Town Hall James King, Vice-President may' G� 53095 Route 25 Artie Foster o '� P.O Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A Dickersonq Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 31 , 2003 Mr. Robert K. Simon 379 Wood Lane Peconic, NY 11958 RE: 3715 MAIN BAYVIEW RD., SOUTHOLD SCTM#78-2-14 Dear Mr. Simon The Southold Town Board of Trustees reviewed the survey prepared by John T. Metzger last revised October 16, 2003 and determined the proposed relocation of the single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may'take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. 2 1 Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims ` Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. X_ Note: If you answered Yes to any of the above,a Storm-water,Grading,Drainage&Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE &EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (J)for each question is required for complete application) Yes No 1. Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) X 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application require land disturbing activities encompassing an area of five thousand(5,000) square feet of ground surface or more? ❑ X 4. Is there a Natural Water course running through the site or is this project within One hundred(100)feet'of wetlands or a beach? �( 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to One hundred(100)feet of horizontal distance? ❑ X 6. Will driveways,parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? ❑ ,� 7. Will this application require the placement of material,removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? ❑ (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred(100)year floodplain of any watercourse? Note: If any answer to questions one through eight is answered with a check mark in the Box,a Storm-water,Grading, Drainage&Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. ------------------------------------------------------------------- STATE OF NEW YORK, S �� �t� COUNTY OF. ... . .... .. ss That I,RD.d3.E.47r:.. ..K. ..S[P-1.0 P4-). .. .. . ... being duly swom,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the .. . . . .O[, ./?-.. ............... .. ... ... .. ..... ... . .... .... . . ....... . ...... . .. ..... .. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; le ............ ....... ........ . ..day of...CJL3L&,9...-... . ............ r NotaryPublic: .... . ....f... .. ........L)....................... �..... ....... ........ MELANIE DOROSKI (Signature of Applicant) NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County ®1 Commission Expires September 30, +• ji"I"H T. TERRY I I ti F ' 1(1 -n Hall S 1(►US (\lain r TOWN CLERK N Yi. P O. fin\ 1 170 cr I Souil„il,l Nc%k- ) (irk I (?Ec;i5rRAR of VITAL 5TAT1511CS �✓�^ (Ghb`" O� Fax (S 101 765-I R?t MARRIAOE OF-ICI:R - I I RECOROS MMAOEMENT OFFICER rJ01 TcicPl,<inc (S 16 1 7(,5.I�ro FREEDOM OF INFOWANnON OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , /and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . Il JI ; TOWN OF SOTMOLD AJu i/th T. terry Southold Town Clerk August 25 , 1993 OL app Awl �M 1 V I APPLICATION # f PACE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and si�m): 1. No work may start until a permit is issued. I The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO T OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATUR DATES 121 SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICA1,11) //y0J) ZRAJE t Ee��/ie 7� S� 'fa// 3,Z ffRF-SS TELEPHONE APPLICANT OU3 Al E2 BUILDER ENGI PROJECT LOCATION: ' To avoid delay in processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest in(crsecting road or well-known landmark A sketch aUachcd to this application sbowing the project location would be helpful. FDP(93) 1 APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes), A STRUCTURAL DEVELOPMENT ACT YFFY STRUCTURE TYPE ❑ New Structure XResidcndal (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) )KAlteration ❑ Noo-residendal (Floodproofiing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commcrcal) ❑ Demolition ' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S p®® B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling OGrading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work:) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Scwcr System ❑ Other (Please Specify) J? PAjQ 1Xi bel-A-e-e- /12OF-'°h E2 f2ooF rRON r •Q UD ;eEA-il WAL-LS After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIIZM Pancl No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the silt is:- Ft. NGVD (MSL) ❑ Uaavailablc ❑ The proposed development is located to a noodway. FBFM Panel No. Dated ❑ Scc SccUon 4 (or additional Ins(rucnoos SIGNED DATE APPLICATION 4 PAGE 3 OF 4 SECTION 4 ADD(TIONAL INFORMATION REQUIRED (To he completed by LOCALADMINISTRATORI The applicant must submit the documents checked below before the appbcadon can be processed: ❑ A site plan showmg the location of all c)aslrng structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and spcciftcatipns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basrmeul), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach cerftGcatioo,from registered engineer or architect. Cltifi Cercation from a registered eng�meer that the propovactivity in a regulatory Iloodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION therSECTION 5 PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. ❑ Is not LU conformance with provisions of Local Law � , ]9 The permit is issued subject to the conditions m attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee If BOX B u checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. APPLICATION W PAGE a OF a APPEALS Appealed (o Board of Appeals? ❑ Ycs ❑ No Hearing da(e: Appeals Board Decision --- Approved? ❑ Yes ❑ No Condiuoas SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Umnsed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areasbottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to silomittal of the above information is at the risk of the Applicant. j SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage. prevention. INSPECTIONS: DATE BY DEFICIENCIFS? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIANCECTo be comnle(cd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: .J Attachment B ' 1 GAMPLE / CERTIFICATE OF COMPLIANCE J for Development in a Special Flood Hazard Area A ' TOWN OF SOUTHOLD CERUFICATE Or COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAIAR-D AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EkISTING BUILDING O VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED- -CIC (93) W.S. DE?ARTMENT OF HOMELAND SECURITY OMB_ o I '660- 00 Q, //f ,\ Federal Emergency Management Agency Expiration.Datec t�Joi�emberO,2022 National Flood Insurance Program ELEVATION CERTIFICATEt SEP - 7 2021 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/co p1qny;;WRd P)13,0ding owner. SECTION A-PROPERTY INFORMATION F"WINSURANCE COMPANY USE Al. Building Owner's Name Policy Number 3_14, 64S Pno U+(&5 LLC A2. Building Street Addre s(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. _ , 7 ! S 4 t 4 V vie,L J City ,StateZIP Code 4 c1 a ' L,s or�/� [E 1 ( 9 -7 / A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) S P.,l k Cin 14 y L0f- L,)o. /000 -- -7 --vz- / A4 Building Use (e.g , Residential, Non-Residential,Addition,Accessory, etc.) R e-5;Id's,�ia I A5. Latitude/Longitude: Lat. t(��OZ(`�2-,-7' Long. 7Z x'06,?�LI) Horizontal Datum- ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s)- a) Square footage of crawlspace or enclosure(s) Z sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8 by sq in d) Engineered flood openings? ❑ Yes [9 No A9. For a building with an attached garage: /Jd 2c.razje. a) Square footage of attached garage '4 • sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b �.4, sq in d) Engineered flood openings? ❑ Yes IX No SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State S.v-l`i d 360813 -s„- ilk t k El B4 Map/Panel B5. Suffix B6 FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 1310. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ AS Profile FIRM ❑ Community Determined ❑ Other/Source, B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 X-NAVD 1988 ❑ Other/Source- B12. ther/SourceB12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes L%rNo Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3,7 I� ttit44,n 2,• ✓ig l ?1.4j City State ZIP Code Company NAIC Number SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: ];�e� 2,S1-A 1 3J •,_ GP5° Vertical Datum: 1J4✓'1'2 t?o£; Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) �- [� feet ❑ meters b) Top of the next higher floor �•'� [� feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) /J.�, ❑ feet ❑meters d) Attached garage(top of slab) /J• ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 441 4 feet ❑ meters (Describe type of equipment and location in Comments) D Lowest adjacent(finished)grade next to building (LAG) 7.0 ❑ feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 7.4/ ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support -7.Z' ® feet EJ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? X Yes ❑No Check here if attachments. Ce/ldfier's Name License Number CF Title ' Company Name ' A�, /` S �• 4.1 � .� l..c�/'..�ln � �Gn ✓�'�/G d f Com'. �� � s Address City State ZIP Code J<4 �- /,)eL-/ 1/x(17 Signature Date Telephone Ext. /V�-.-G 08 !' 12-o Z-I--` -7z7� Zv �o Copy all pages of 1s Elevation Certificate and all attachm nts for 1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and 11l��ocation,per C2(e), if applicable) ✓$,L iS �✓il/ ° N ✓e.^ c. a5er,e,• -r) PC-'-h,/ &lc,w 1 S-Pq('e X141 C-00 �e�e wc,, llS ,.✓f44% G-o^Crc�& S-/AG ops -A neo •�� G1 D.� v✓a '�8.� h e4�C✓� I S lu(-t, ��cA �l� '/�..Qi ��v �2./�'L� � �'t n�t Y7�S C� Ao��D y✓1 °+—�e;�J� P.�✓► '"�• L� Pee,/, -A-e- e-lecfii;L crrc..l � �.,�, 'S lo,- Pf\ FEMA Form 086-0-33(12/19) Replaces all previous editions. , J ezfForm Page 2 of 6 T I OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTIO! E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), coplete Items E1—E5. If the Certificate is intended to support a LOMA or LO -F request, complete Sections A, B,and C. For Items 1—E4, use natural grade, if available. Check the measurement used. I uerto Rico only, enter meters. E1. Provide elevation information for the Vpenings check the appropriate boxes to show whether the elev tion is above or below the highest adjacent grade(HAG)andjacent grade(LAG). a) Top of bottom floor(including bas crawlspace, or enclosure)is ❑feet ❑meters above or ❑ below the HAG. b) Top of bottom floor(including bas crawlspace, or enclosure)is ❑feet ❑met s ❑above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permpenings provided in Section A Items 8 a /or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b ithe diagrams)of the building is ❑feet meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑fee ❑ meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or servicing the building iseet ❑meters ❑above or ❑below the HAG. E5 Zone AO only- If no flood depth number is available, is the t of the bottom f or elevated in accordance with the community's floodplain management ordinance? E] Yes E] No ❑ known. Th local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OW R'S PRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes ections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here The statements in tions A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code 0 Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street ddress (including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number- City State ZIP Code Company NAIC Number 0 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is a horized by law or ordinance to administer the community's floodplain management ordinance ca/rerment plete Sections A, B, C (or E), an G of this Elevation Certificate. Complete the applicable item(s)and /purposes. eck the me used in Items G8—G10. In P rto Rico only,enter meters. G1. ❑ The information in Se ion C was taken from other documentation that has been signey a Ii nsed surveyor, engineer, or architect w o is authorized by law to certify elevation information (Indicatnd to of the elevation data in the Comments ar a below.) G2 ❑ A community official compl ed Section E for a building located in Zone A(without a Fcommunity-issued BFE) or Zone AO. G3. ❑ The following information (Item G4—G10)is provided for community floodplain manags. G4 Permit Number G5. Date Permit Issued 6. Date Certificate of Comphance/Occupancy Issued G7. This permit has been issued for. ❑ Ne Construction ❑ Substantial provement G8. Elevation of as-built lowest floor(including basem t) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building s :: ❑ feet ❑ meters Datum G10. Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Te phone Signature Date Comments(including type of equipment and I cation, per C2(e), if applicable) ❑ Check here if attachments FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3-7/5- M,11) 84 ,/e_w Tt or City State ZIP Code Company NAIC Number AACl/ r K 0 g -?/ I If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. vA& A/ JR. Photo One Caption Clear Photo Gne L Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3-7,,5- ,11% 1 -414 City State ZIP Code Company NAIC Number 4/( 1_4bi„✓ ,✓v r 0 I( C� -y If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. AN 41 t _ v i r Photo Three Caption Clear Photo Three y y d Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page 40 7 Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 7/5" L In Rc,Vv CW d Cit State ZIP Code Company NAIC Number y , - .mac,/ El 119 -71 /J l"4 SCiM-' T u^d A,S pb�, 1�'a d►-► C le-�/,,;iy 1a., c7�' /•5 tCG� 1, ` c �It C.Do l� ;o,,t!l vn+ 7 / �c1G� Tt.°� O/t '►KQi -t k► �ovsQ- �•►�( --J�►�S 4 6� �'�drn e le% /gin �. o �e.� w FEMA Form 086-0-33(7/15) Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management County Center- Riverhead, NY 11901 ' (631) 852-2100 Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information-, 1) Address of Residence: �treet 7 �� 19J41AI 43 -`4Y VI E Hamlet Sp L4 7-1+0 L-JS Zip '119 -71 -2) Tax Map Number: y District 000 Section 78 Block Z Lot(s) f191 3) Owner's N I ame-RO&E RE 5I m o Phone 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) lVoiJE AOcz 'ca, ,B. Evaluation Summary 1) Type of Water Supply: Z Public Water ❑ Private Well — If private well, was water tested ❑ Yes ,_❑ No ❑ N/A 2) Water supply checked for pressure and leaks. R Yes ❑ No 3)Routing and discharge of wastewater into the system(s) checked. ,� Yes [],No 4) Some or all components of the system(s) pumped as part of the inspection. M Yes ❑ No 5) Septic tanks) evaluated for operation,•piping and general condition. •.Yes ❑ No,-,[] N/A 6) Leaching components evaluated for operation, piping and general condition. 'Yes ❑ No 7) Leaching components checked for,type (e.g.,,precast, block, corbelled,block)._g,Yes.,r❑No, ,r,,. __. 8) Records.checked to determine the history of services or repairs. Yes ❑.No ❑ N/A Records checked to determine,average daily water usage. ,- Yes '❑ No ❑ N/A I0)�_Number of leaching pools inspected Number of leaching pools that required.service 0 , '11) Qther-evaluations and results } *A plan showing the layout and specifications of the existing sewage disposal system and water supply is required and must accompany this certification WWM-072 (6/11/02) Page 1 of 2 Recommendations And Results (Check applicable items): 1. Sewage System a. System(s) functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. _Water supply is adequate for proposed use (if private \rll, attach repeat water analysis). \r ; b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C... Other D. Other Comments/Recommendations: /� pF NEW SRU J. 9 Certification: The results and recommendations found'in this SE � r� report,and"'on,the attached plan are based upon my evaluation `ems' do 0 and inspection of the above referenced-property: Fop oa7 i Name:of Arch itect/Engineer ' w J. License Number Signature Date :l r6 ©3 Phone Mailing Address: Street Hamlet P State tj Zip // Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The inspection report excludes and does not intend to cover components that are inaccessible (by reasonable hand- digging) or are otherwise not observable. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072 (6/11/02) Page 2 of 2 P.s ETIs row �� r >v yl �:i:�_,J-1"'!4 _r ti L'S... .,r_P r�i,.h.t t-F' ''t iC �'• � .I _ i � s. ,. oll • '�J �� f�i 'f ,";:J' ". . ,)! t, t�. .F`3�� ,,. '9 r .., . . :?t�;: ,. ... , '/' ., <-r;,. ., ti i;i-' _. %{r•` �a a /fit C-J& C-aMl"1n,, fin. t4 ofvf /A/� , •�r`its(*'id';�^;;�) i�Ya�,rYli"..�.+{.i',.5: - ''t' .? , '.,I {f -� � :ti` i^, I, , .. q.� T 111 - ,7, ,,4 •r- r ., t - .. t� .�' r VV 5URVEY OF PROPERTY 51TUATE: 5OUTHOLD N TOM 5OUTHOLD 5UFFOLK COUNTY, W w e 4 E SURVEYED 05-06-02, contours added 08-12-02 coutour5 revised per fill s added 02-28-03 SUFFOLK COUNTY TAX # L 1000-18-2-14 v -Y 0f � �T=TO: a 620 o 0 rs e/8f�rh ROBERTELSIMON 0 b soCOMMONWEALTH LAND Wq^ ^y op 7CIl7C1GIE INSURANCE COMPANY a c� 8 "C 01 ° oak / e GF." ��e VJ� bo a4 CF� fence ,y/ 9 0 N Post / "-Q" \ on Ilse c e � 2'E i i \ x k 6\ W � r x k �9 Fr evllg ng 9 0 9 ML ° - -- - ----- — -- - _ -- h� / u0 100 3 0� >r4• Frgm N 6 a'C e1=75 e1=78 e1=H 0 IV' � e• e1-76 I �\ I e1=77 I ® ®\ I � � I e1=73 e1=76 eitb I C Eo^e I ° ✓� ' o w ezL o, ' o. d i � % 06'E �} U —O j1 vO�, O O / O Ee o Fro �e p° P NOTES: MONUMENT FOUND 0 PIPE FOUND crr aNE&V AREA = 3q,583 5F OR O.GI ACRES CO THE EXISTENCE OF GESSPOOLS UNDER AV� #� - CONCRETE COVERS IS VERI IMPROVEMENTS OWN HEREON ARE 'r- LOCATED WITHI FLOOD ZONE AE 8 A5 SHOWN ON FE M F`I M 36103601666 F,� ELEVATIONS REFERENG `NOVD'2 'Ul tharliad olterotlon or oodltlon to a s rvey ��®SND map be-9.Ilconzed IoM surveyor's seal Is a vlolotlon of station 120A,1 -divlclon 7 of tho New York State Ed—Lion Lan •Oniy cop, From mo onglnot or tnre survey arkotl nith an original of tho lartl survtyoru .tamped scat droll be c1-h.red to bt vailtl lrve JOHN 4 ,(�© '�9�7�L ��'S]t S LAND SURVEYOR coplos- JI�I�CI��II7AA1/'�p``PIAI 1,,`tA'®/' SIIflfY�.d-1�IML�JJ1[[�IL JEp11LL�A-111{6/0�v�.AY�\LI1 JA�LLl dlrp✓9 .4`1�1d,� •cel tlnrou ro o-ol tad htroan. 10 that tm, rtvey rvos propnred In accnManco nidi tho ex 1-3 each of P—1—for Land Swvey tdopmd 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 by the Naw Yafk state ASsoclatlan aF r'rorGoslonol GRAPH I G SCALE 1"= 40' a �,r ayar atlan.,,hall rvn amy RIVERHEAD N.Y. 11901 to tnt pc.,on For nom tnr;burv�ey la opvcprad, and on his-MIF d q l(lilt comp y h ) tnl agency and IOM�Ig Ins[¢vtlan n•,tetl hcroon,aM to�o atblg ttb of tte "rloa- 369-8288 Fax 369-8287 REF .\\Hp server\d�PROS\02-169c.pro Lions aro no[lronbFeroblo!o addlLlonol,nslitvlions — '- JIJB/3aa3 9�]3�49A \ rvrib�RObb]-169r ro '.1 S� i - -- _---_ _- -- -----TOWN QF SOUTBOLD---------------- i 047 " "J c,c, d'o vi 51112 e—lo P l MAY. 2 9 Zoog F BLDG.DFPT. TOWN OF SOUTHOLD �j OF SO�Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G OQ Southold,New York 11971-0959 �� a 1�c0UNT`1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE March 2nd, 2010 Robert K. Simon 379 Wood Lane Peconic, N.Y. 11958 RE: 3715 Main Bayview (ADDITIONS/ALTERATIONS) SCTM: # 1000-78.-2-14 Dear Mr. Simon, Please be advised that your Building Permit # 33572 issued December 7th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $200.00: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department ���uFFotA' P.O.Box 1179 �oGy Permit#: 37492 53095 Main Rd C* • Southold,New York 11971 Permit Date: 9/4/2012 'j.1a�sr (631) 7654802 Expiration Date: 3/4/2014 Parcel ID: 78.-2-14 BUILDING PERMIT RENEWAL LETTER Dated: 4/21/2015 Applicant: ROBERT K. SIMON Location: 3715 MAIN BAYVIEW RD SOUTHOLD Work Description: ADDITION/ALTERATION ADDITON&ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION#6076 AS APPLIED FOR;FLOOD PMT INCLUDED .REPLACES EXP BP#35379 A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ROBERT K SIMON Address: 379 WOOD LANE PECONIC,NY 11958 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. y Addendum to Plans for Renovation and Repair at 3715 Main Bayview Southold N Y OBJECTIVE—to restore/refurbish existing structure. There is no intention to increase or decrease living space. The only increase would be to the headroom in the existing top dormer(6'6"to 7'6"to bring this area up to code). In the process of restoration existing violations (i.e. outside stairs)that were installed through the years will be removed. ASSESSMENT—to expose all walls from the interior by removing interior layers consisting of wood lath and plaster, plywood,homesote,wainscot,paneling and sheetrock,keeping intact the exterior parameter of the building which appears to be structurally sound. Respectfully submitted, t G� Robert K. Simon Generated by REScheck-Web Software Compliance Certificate CNJ( Project Title: Dormer/Renovation Report Date:11/28/07 Energy Code- New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 3715 Main Bayview Robert Simon Robert Simon Southold,New York 11971 Owner Owner Permit#pending 379 Wood Lane 379 Wood Lane Peconic,New York 11958 Pecomc,New York 11958 631-734-4211 631-734-4211 Compliance:2.5%Better Than Code Maximum UA'40 Your UA:39 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Flat or Scissor Truss: 352 30.0 3.0 11 Wood Frame,16in.o.c.: 120 13.0 1.0 8 Wood Frame,Double Pane: 10 0.310 3 Wood Frame,Double Pane: 10 0.310 3 Wood Frame,161n.o.c.: 120 13.0 1.0 8 Wood Frame,Double Pane: 10 0.310 3 Wood Frame,Double Pane: 10 0.310 3 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this pqe,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or sRecirlIsqIfi s are in c mp ance with this Code. Name-Title Sint uPE=k;, Date {4 :"ci Project Title: Dormer/Renovation Page 1 Data filename: Report date: 11/28/07 OC► 19 ?ODS V Practical Design & Engineering, PLLC BLDG DEPT T 1065 Smith Road QWf� F Sr;;.1THOLD Peconic, New York, 11958 (516) 621-6402 October 15, 2007 Town of Southold Department of Buildings Main Road Southold, New York Aft: Ms. Pat Conklin Re: Simon Residence 3715 Main Bayview Southold, New York Dear Ms. Conklin, Plans which are being filed for alteration to this residential building represent construction costs which are only a minor percentage of the value of the building. This proposed construction does not represent a substantial improvement to the value of this building as the cost of this addition/rehabilitation is less than 50% of the market value of this structure before the start of construction. We feel that this minor improvement and the age of this home will relieve the necessity for complying with modern day FEMA requirements for homes in this area. Very truly yours, Practical Design & Engineering, PLLC OF T t. obert I. Levine, P.E. z � Q". �oA�oo 04& ����\ ew York P.E. 044724 ffS81®t� RIL:sm 28-07 Simon Residence Main Bayview N SURVEY Or PROPERTY P � v 1 SITUATE SOUTHOLD °" TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-02-14 SCALE 1 "=30' AUGUST 10, 2021 Lir AREA = 39,582 sq. ft. 0.909 ac. 107, A S NOTE: 0 O 5�,� LOT NUMBERS SHOWN THUS: LOT 2Z) REFER TO 4. MAP OF WEST CREEK ESTATES FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON AUGUST 19, 1963 AS FILE No. 3848 Lor (71' MARSH GftS HIGH WA ER WK 11ZO WaaoAlyo BRUSH X9.1' pM ick �o `Z. FaVNa p 0 o,sfe W %Ic Q 1.4-W � W N �6 Ilk ww 2 6a. CID 3 0 tiQ J o C '�.43.g• �� ,tO�OJ �6'0. ,. \A. 6� �c :• G�• q ; A. E UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION d' .••• 140. ( o� EDUCATION 2LdA9WOF THE NEW YORK STATE '• '.• % 'Fly \.S' ' v¢p• .• .'` COPIES OF THIS SURVEY MAP NOT BEARING e•' FpF \Sly,, ,,I Rips o• e:•. THE LAND SURVEYOR'S INKED SEAL OR oq EMBOSSED SEAL SHALL NOT BE CONSIDERED oma ' k� TO BE A VALID TRUE COPY. 0' • rn CERTIFICATIONS INDICATED HEREON SHALL RUN q� cF 3 NLY TO THE PERSON PRE ARED, ANDON HIIS BEHALFHALF TO THE S TITLE COMPANY, GOVERNMENTAL AGENCY AND o' SFS\ OcF LENDING INSTITUTION LISTED HEREON, AND '+ < TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �� • ;� ! LYj THE EXISTENCE OF RIGHT OF WAYS .• 2 .�. AND/OR EASEMENTS OF RECORD, IF ���CCC r, • :e• • ' ��1,� °� ANY, NOT SHOWN ARE NOT GUARANTEED. PA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDAYYY • ' ��\,� ERDS FOR TITLE L.IAL.S. AND APPROVED.-AND ESTABLISHED I ED-AND ADOPTEDD BY THE e FOR SUCH USE BY THE EW YORK $TATE iAND �� �• .•p �yy :� .\ � �, TITLE ASSOCIATION. ,�C U" ,76> yy rt � P 'N.Y.S. Lic. No. 50467 than l� I Landurs r Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 E—Mail: NCorwin3®aol.com - I t 1 WINDOW SCHEDULE MODEL NUMBER WINDOW TYPE Ct EAR OPENING „ GLASS AREA - -- --- - TW 3046(E) TILT WASH 5.70 - ---- -- - -- SQ.1•T. 10.31 SQ,FT. } CW135 2 CASEMENT 5.1 SQ,I"'1'. 6.0 SQ FT. I -- - - ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVAL EQUAL PL 1 ALL UNITS TO COMPLY WITH NY STATE RESIDENTIAL BUILDING CODE; SECTION 1609.1,4 f AND R. 16096.5. - --` -` 1 -- (E)- MEETS NY STATE EGRESS REQUIREMENTS CLIMATE AND GEOGRAPHIC AND DESIGN CRITERIA SEVERE WEATHERING 3'0" FROST LINE DEPTH ---- _ -.-- MODERATE TO HEAVY TERMITES LIGHT TO MODERATE DECAY �- 11 DEGREE -WINTER DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED (AS PER MANUFACTURER'S SPECIFICATIOr,,S ' Ll ! AND N.Y-STATE CODE) - OCCUPANCY CLASSIFICATION- R3 RESIDENTIAL-SECTION 310 NY STATE BUILDING CODE DWELLING UNIT-SECTION 310-310.2 t --- *P--7,- _ HEIGHT 246" - FIRE AREA 780 FIRST FLOOR 380 SECOND FLOOR - - = WOOD FRAME CONSTRUCTION PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION ENERGY CALCULATIONS ATTACHED I p14 � .. • - _ -- i SEr - 7 2021 Y'.A{+yam .-a ��� 1F�` F �'r~•,t{. -- _ — --- rD tom - L1 N7'E�2. ROBERT SIMON RESIDENCE _. MAIN BAYVIEW SOUTHOLD,NY ELEVATIONS SCALE Y,"= )'0^ DATE:4/18/06 (f�� PAGE: t I OF 3 lr- yttl - U --- - -- -m- 5 , IZ ! -y��' ,�i�J C --- 1, J jog,: i tl (4 i iitJ WALL 1 LAS 7'6auM� Ir -=p 74 J1 t �u -- — — ,R.r ;� ` �.-... V 1 i���N G r vt.,,��"-,:rl�'I ! r�A•.d �'r.� �.i� t t _----�' �✓ ��� `� I� ,i is~.._ :: I � f � �I -fes ���..► � � r ,� � (I -- --- %4 RIWE RAF" VSP 86797 AT 71 IL {{ s F RAFIlm 7010 ST"" ROOC RAFTER STUD RAFTER USP RTIS OR R)RT7 i I,FAOER TOPPLATE TOPPIATE LBP it77710 AT n USP R'm USP RSM AT Ir US►RT7 IAP is OR TIu S WALL Sial WALL STUD USP RM AT Ir UFF PRGOU(.T IAIY JACX STUDS A iLYTERI RAFTER WfM CT• R77977r RAFtenrraDOEAuriEnwrnwTc+ RS7w 7r.tssED19 S RAFTFAWLA17lS1U6 __ RTA iEt9 iL0 RS2%Ir M AFTER/RIDGl—__PIATE/STU� C Hc TUO Rn STUD HEADERlJACK PlcX sTUT Ri7 Ir O LOOK TO BOOR I'1FtA w Rsap TRr A- E E/UDVtAIE/6,.L 892,7 M ttF ,r Wgi RJ,7EJSLl MP -- ---- - 1 �U l I(/� F NcaroR SUITS STEM PAUSERFS } 'O I M✓7F `l I.- I•. A= — 'jA`. O TAK]pR F(]1 DFCNS I I ..FS TAK]IOR EOR ml2 RED PORGIES CPE 9ERII9 .....__- t1!OII7A{•1r OCC0.LAR PES MIN ^ i � V h 't+l�;,� ''i .. � ->1 L n,n,a„a.,,¢,� �':I,° POST r, PC.FOOTING 4•..� �'°.x' 7«D.aDORIWALLSTUD ROBERT SIMON RESIDEN ` �- 710 FLOOR WALL STUD � r�f.Y`- ,;•:r-� w. 1ST RODR WALL STUD ,ST.FLOOR WKl STUD ROBERT tl`> MAIN BAYVIEW mANFLOORPLATE 710-RODR PLATE 9L61LOOR IRN saw 6DAw IST. FLO PLATE IST FLOOR PLATE P STA CHOR ra.ca.>:r�arcwoxs_ SOiTTHOLIJ�NY S � �' ' LW WFTA UI fSLEIS lOAT 7r SU6FLOpi USP RSM AT 7r USP RSM AT Ir IST.FLOOR TOP RATE{ IST FLOOR TOP PLATES Rw DOARD RY 6OARD ' DOUBLE SAI PLATE DOUBLE SALRATE POST 1ST "SP mm SECTION AND FOUNDATION PLAN BOOR 6141 STUD IST FLOOR"ALL 6Rq FOUNDATION WALL •• FOUOADOI WALL '• •� RAP PAU SCALE W'=I T" DATE:9/18/06 R FLM p F TO�ppR E TUDlPU4TF,/S11,L E TU !P PtATE!GIL! _ G POST ANCHORS FcnoEoas__ � � PAGI',: 2OF3 AW_.Mi f 2 L', car -t I ' ' Iwo I Q Irk• 1� ' f �1 `, J' � �I fir► �` i`'� c!2 ; �, LCL ) I W4_Q odo i r •� 10 lF J k"' 9 o O 0� — �T a - I I� t 1 u 5!2 43, 1171 LvL_ lAoc)m T1 VIA 1 I __ I • 42(f OW F'I 22o 4(p C' i I I , Foyer -- ,n -r 1 . � . LIQ►.�'��°'�+ lor Iza-\ i I -t f oy- I I(.,• I t ��t'.l-�tJ.l� (�- . �� �"''I�-��' �.��r d t-s" L-s��l U�' cq ROBERT SIMON RESIDENCE MAIN BAYVIEW ^ � 05511 • r•J SOUTHOLD,NY rEsSl FLOOR PLANS SCALE'/,"= 1'0" DATE:9/18/06 PAGE: 3 OF 3 WINDOW SCHEDULE I--- — I MODEL NUMBER WINDOW TYPE CLEAR OPENING GLASS AREA TW 3046(E) TILT WASH 5.70 SQ,FT. 10.31 SQ.FT. CW135 2 CASEMENT S-1 SQ,FT. 6.0 SQ FT. ------------- ----------- _ ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVAL EQUAL - - - ALL UNITS TO COMPLY WITH NY STATE RESIDENTIAL BUILDING CODE; SECTION1609.1.4 AND R. 16096.5. (E) - MEETS NY STATE EGRESS REQUIREMENTS CLIMATE AND GEOGRAPHIC AND DESIGN CRITERIA SEVERE WEATHERING 3'0" FROST LINE DEPTH MODERATE TO HEAVY TERMITES - --- -- - - ---- -- LIGHT TO MODERATE DECAY 11 DEGREE -WINTER DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED --• (AS PER MANUFACTURER'S SPECIFICATIONS --- ' 1 AND N-Y-STATE CODE) OCCUPANCY CLASSIFICATION- R3 RESIDENTIAL- SECTION 310 NY STATE BUILDING CODE DWELLING UNIT-SECTION 310-310.2 HEIGHT 2456" — - ----- --- - —-— FIRE AREA 780 FIRST FLOOR 380 SECOND WOOD FRAME CONSTRUCTION FLOOR OCCU PAN IC Y Oil -`- PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION USE IS UNLAWFUL ENERGY CALCULATIONS ATTACHED WITHOUT CERTIFICA7 -'. OF OCCUP nZY �zPLUMBING 1 � ` ALL PLUMBING WASTE ` - -- &WATEF UNES NEED TESTING� CEFORE COVERING 1 Ft F ALL CONSTr 'd SHAL L - MEET THE ft7C" Fr c,0F THE CODES ; f DE � `'TATE. 12 '% �� , PLUME-FR CERTIFICATION - c'C� �F CERTIFICATION ON LEA. r'�r1 ENT BEFORE ICATION OF __--_-____._._..-_ GER TIFICAA7 E-OF OCCUPANCY NAILING & CONNECTION ' SOLDEP U�rD !N VIA REQUIRED. QU _..._.- _.._.w.._�.._.� . I PPL Y 1`5' -tM CANNOT ------ - _ - OF EAD _._ _ As � c .~', ,0r- ATE � CGDE _. - SOUTHOLF - ;NN;NG BOA ' 1 tib' SOUTHOLC' FC � � r - ,., � R SOUTHOLD T_ JSTEES -- -� �-----� _ i r` .------ N.Y.S.DE I i 3. BE G ALL G . i;', T. „I;,;..a I.11D-I THE ";-ON' ',IBLE 1--Qf.l dC'�- D Er ,"`1 0' rO.,lS P. 1CT10,1 E R R 0 ri S. –�--—= RETAIN STORM WATER RUNOFF WDERWRITERS CERTIrICATc i PURSUANT TO CHAPTER 236 REQUIRED ___-OF_THE TOWN CODS. ' ROBERT SIMON RESIDENCE MAIN BAYVIEW <;Q, ,pLY V.!!TH CHAPTER "46" SOUTHOLD,NY Sv'l- i ELEVATIONS SCALE Y."=1'0" DATE.9/18/06 EILEEN WINGATE PAGE: 460 BOOTH ROAD SOUTHOLD,NY 11971 1 OF 3 �— 631.765.2743 3 /4DDEAlbccMs ¢ V-I Uli r-- 14111-1-f 1--ppF' V T -7V! ALI-J(D VO 2-2,&F j 42 Ul A, �Jl i— f�*PU WALL LAC t7�Goc uM� � f 4 I I q6 P U/A --4 -y' &I 7 -n4' V4 RIDGE I RAFTER LISP ram AT f nFwrmg=EffMJER RAFTER KIND STUDS RIDGE RAFTER I I RAFTER LISP RTIS OR(2)RT? STUD TOP PLATE TOP PLATEHEADER USPR3MAT210 USP RT20 USP 85250 A Ir' USP RTI USP LS OR TWJES WALL STUD WALL STUD USPRSMAT112' Cowwrim USP PRODUCT MASER 0=STUDS A RAI`TERlRIOGIVRAMRWTHCT* R8Z0 21a 4 RAFTEIVRICIO—FTERMTHOUTCT R9250 2r.LSSH179 Cz) 0 RAFTEKI"TEISTUD RT20 k RAFTEWPLATE rmewpi PLATEAITLO RS2%I IW C FADEMM O -"\RAFTEP "\HEAC (2�RAFTER/RIDGE/RAFTER d�)RAFTER/PLATEfSTV9-- JPLATE PLATEISTUD RM /'C YERIMD HEADEPJJACK W04K STM RS250 17 0 LOOR TO FLOOR KLFTAwRS250 3V E STLId AMSKL RS250 38' VMLATE RS2!0 IW ;.n LATE/SILL MPSF F NCHOR WXTS STB% OSTANCHORFORDECKS _PAUSFRIFs OST ANDIOR FOR COVERED PONCES OBE SERIES '00ORVA-W0000OLLARTIESWIt A�ALr: POST USPCBE 2ND.FLOOR WALL STUD 2ND FLOOR WALL STUD IST FLOOR WALL STUD IST.FLOOR WALL STUD P.C.FOOTING ROBERT SIMON RESIDENCE 2ND.FLOOR PLATE 2ND FLOOR PLATE MAIN BAYVIEW SUBFILOOR WS IST.FLOOR PLATE IST FLOM PLATE /G"\POST ANCHOR SOUTHOLD,NY RIM BOARD RIM BOARD SUBFIOOR SUMIFLOOR USP KUFTA USP RS250 AT Sr �<-' I LISP RSM AT 30' lo USP RS250 AT IW IST.FLOOR TOP PLATES IST FLOOR TOP PLATES RIM BOARD RIM BOARD DOUBLE SILL PLATE DOUBLE BILL PLATE UVMPSF POST SECTION AND FOUNDATION PLAN IST FLOOR WALL STUD 13T FLOOR WALL STUD FOUNDATION WALL •• FOUNDATION WALL USP PAU • PC FOOTING 4a)FLOOR TO FLOOR FLOOR TO FLOOR ISTV[VIDLATUSILL STUD/PLATE PLATE/SILL & SCALE /4'7-- 1'0" DATE:9/18/06 QST ANCHORS FORDI!-� EILEEN WINGATE PAGE: 460 BOOTH ROAD SOUTHOLD,NY 11971 2 OF 3 631.765.2743 V REZCALC Name Robert Simon - RESIDENTIAL BLOCK LOAD ESTIMATE Address main baytiiew Southold ny STRUCTURAL WOOD PANELS FORWIND-BORNE DEBRIS PROTECTI _ Dew. rape weth dormer O N FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WINO GUSTS OF-SIGN CONDITIONS _ Outdoor: Summer DIBIWB Winter - Inside: Summer RH UWinter Range Swing (MAXIMUM MEAN ROOF HEIGHT 351 90 / 75 10 74 55% 68 16 1.5F GLASS 81 DOORS -- __. .--- Dir Type Glass Panes Frame Shade.._.-. -__.._.. ._ _.-.... _.__....__.._. ade Our. C-F H-F SQ FT C-Load H-Load E Window Clear -----------•-------- - -- - MULTIPLE SECTION ASSEMBLY: 1/4" 2 _�_ '*u'�_d_ Halt 12" 57.00 38.80 20.6 1,174 7 95 f U! Window� Clear Clear THICK BOLTS @ 2'OC 2 Wood --.._---------- ____ 57.00 38.60 20.6 1 1 174 795 NE Sk Light 2 ----- - -- -'------ wood Harr _ 12"_ s.o279 .-.._._72a._...__--- WALLS -- -- .0 -72 - Dir Frame R Shade Ovr. / N Wood _...._......._. ..____ 13 None 0" 1.52 5.5"0 165.0 250 _..._..-_..-.____..-. 923 13 _ ---- E wc,�d __-_- None 0" 1.89 5.80 165.0 311 923 13 - ---------- - ---None - 0" 1.89 5.6Q 99.d 187 VJ Wood 556 13 None -4�.._._1.89 5.60 99.4187 556 ROONCEILIN - ------------ Descrlption- - -- -- R Ceiling under vented attic 19---2.30 3.71 380.0 873 1,409 FLOOR Description Cover Ceiling Below R SHUTTER ASSEMBLY N.T.S. Floor over basement(unheated)r Hardwood_ Yes---- 19�0_00 1.72 380.0 ^-- -- -- _ _-- Q 6FOR PANEL SPANS: 0 < 4'-0"WIDE SPAN __ _.•_.___.._-__•___ TABLE 1609.1.4 COOLING LOAD SUMMARY I COOLING HEATING LOAD St11iAl4RA,RY HEATING BTUH 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") FsueroTXL (Au c=LOADs) _ 4,1376 ---- __ �__ BTUH �_SUl3T'(:TA_L(Ail H-LOADS} ^6,889 x SWING NIIULT. 1. 0 _ I ( " + INFIL. $�VENT• C'FM x 77 $g -� USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. x DUCT ADULT. 1 00 �-`------- 5'236 LABEL ACCORDING TO LOCATION. SUBTOTAL 12,125 i x SUMMER CLIMATE. MULT 0.9'2 x DUCT MULTI - --'--- 1.00 - I -- -_ -I ASSEMBLY: = SUBTOTAL �_____--___� -- -�._ 4,91 x WINTER CLIMATE MULT 0 g,3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR ` _PE_OPLE X 530 2__±. I 1,QFs0 TOTAL HEATING LOAD '--`--� STAINLESS STEEL WOOD SCREW @ 16"O.C. OR BETTER W/ APPLIANCES --- 1 200 --- s 10,Of,3J SUBTOTAL (Less Outside Air Load) - � 7�1g4 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: + 'OUTS.&DE AIR LOAD _ #10 TEE NUTS ATTACHED TO BLDG. w/#1 Ox 1 %2"(W/WASHERS) MACHINE BOLT @ 12"O.C. irlfsl bven4 cfm xload(cftn) 61 x 41 1 2,501 AIR C�UAh1T1T11'�CPNI<1 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY H l- - - - -- -'- I S ALL BE ATTACHED TOTAL COOLING LOAD '- 1-_-_....`"-`--' '-'- -•----- - _ UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. - ------ _.__. 9,695 COOLING OR HP CFM #PEOPLE x 230 ___ 2 _ +460 sensible cool.)02d I Cooling CF24 M factor 321 SHUTTER ASSEMBLY OUTSIDE AIR LATENT LOAD _-_- _ _�.2l3- FURNACE CFM N.T.S. 6nttl.&vent,ctrn x latent bad(cfm) 61 x 24 I 1,484 ta! 1 heati FOR PANEL SPANS: 4'-0"OR WIDEF SPAN I (------- -.--- -__-- _ ng read/heating CFM fv.ctor 60.00 168 =LATENT Ct30LlNG LOAD 1,924 lI f COOLING SENSIBLE HEAT FACTOR --- SENalBLE R;QC3LIPJG LOAD SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0"SPAN. - _- _ 7,771 ---sensible coot+lead I total coming load i 0.t301 ± NOTE ADDITIONS: ------ 5 2x4 STRONG-BACKS @ 24"OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12"O.C. REScheck Software Version 4.1.2 Compliance Certificate ALTERNATIVE FOR OPENING PROTECTION - WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" Project Title: dorRler/alteration SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS Report Date:11/13/07 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 AND 1609.6.1 AND TABLE 1609.1.4) Data filename:C:1Documents and SettingslANNA GONZALF21Desktoplmain beiWew.rck Energy Code: 2000 IECC TABLE 16 0 9.1 .4 Location: Construction Type: Southold,New York WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Single Family Glazing Area Percentage: 17% Heating Degree Days: 55572 FASTENER SPACING INCHES PANEL SPAN < 2' 2'_0" < PANEL 4'-0" < PANEL 6'-0" < PANEL construction Site: FASTENER TYPE 0" SPAN c d'-0" SPAN < Owner/Agent: 6'-0" SPAN < 8'_0•' 3715 Main Bayview Designer/Contractor: Southold,NY 11971 Robert Simon By Owner 2 1/2- k 6 WOOD SCREWS 16 379 Wood Lane 16 12 9 Peconic,NY 11958 2 1!2" 48 WOOD SCREWS 631-734-4211 16 16 16 12 ' A THIS TABLE IS BASED ON A MAXIMUM WINO SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF Compliance 2.5%Better Than Code HEIGHT O F 3 3'-0"O R LESS MaximumUA-40 Your ILIA:39 S. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY /STUCCO. L 13ES THEY HAL I 1 - ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM THEY SHALL - r • CAPACITY OF 490 LBS AR, Celling 1:Fiat Ceiling or Scissor Truss Wall 1:Wood Frame,16'o.c. 352 30.0 120 5.0 ' 11' ' Window 1:Wood Frame:Double Pane 13.0 0.0 8 10 Window 2:Wood Frame:Double Pane 0.330 3 Wall 2:wood Frame,16"o.c. 10 0.330 3 ROBEItT SIMON RESIDENCE 'S 120 Window 3:Wood Frame:Double Pane 13'0 0.0 8 3?7jMAIN BAYVIEW 10 Window 4:Wood Frame:Double Pane 0.330 3 10 ISOUTHOLD,NY 0.330 3 ?: Compliance Statement The proposed building design described here is consistent with the building Ian T calculations submitted with the permit application.The proposed building has been designed to meet the 2000 ECC requiremeother nts in ,tet I �t�10 REScheck Version 4.1.2 and to comply with the mandato requirements listed in the REScheck Ins .�> 15.E Zig mandatory q pection Checklist ��`"•:<c: r. ` ,�.��� SCALE' T S- - -- -- ------ - _DATE:: r �C"�W"I ��PL I 0 0 _ I 0 01 + 1'2 /op 1 C) w- [x-- E- , y � 'Du � ---,�----- � , lid AT . ,);c)4{0 �Ip -71411 � I X11 .71I z'7ll + i ROBERT SIMON RESIDENCE MAIN BAYVIEW SOUTHOLD,NY FLOOR PLANS SCALE'/+"=1'0" DATE:9/18/06 EILEEN WINGATE PAGE: 460 BOOTH ROAD SOUTHOLD,NY 11971 3 OF 3 631.765.2743 RIDGE RAFTER -- Q USP RS250 AT 21 A RAFTER/RIDGE/RAFTER wIT>icT - RAFTER -- - - - {D lllsKING STUDS --- RIDGE RAFTER -0 STUD ---------- —- -Q USP RT16 OR(2)RT7 - - RAFTER — O HEADER ---- TOP PLATE TOP PLATE USP RS250 AT 21 - _ =� USP RT3 — -- - USP RT20 USP RS250 AT 18' USP LS OR TMU IES - WALL STUD WALL STUD USP RS250 AT 12" - - CONNECTION USP PRODUCT NUMB — ------ - - - i i JACK STUDS A RAFTER/RIDGE/RAFTER WITH CT" RS250 21" RAFTER/RIDGE/RAFTER WRNOL T CT RS250 21"+LSSH179 B RAFTER/PLATE/STUD RT20 RAFTERIPLATE RT16 or(2)RT7 PLATE/STUD FIS250 18" Al RAFTER/RIDGE/RAFTER wrocT B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JACK HEADER/STUD RT3 --- ------ -- -- -- --- — -...._ ... ---- ----------- 12" -.----__-... _—_--- --_--.--_-------_—_-------.— _-- HEADER/JACK STUD RS250 D FLOOR TO FLOOR KLFTA or RS250 36" E STUD/PLATE/SILL RS250 36' STUD/PLATE RS250 16" PLATE/SILL MP6F F ANCHOR BOLTS _ STB16 G POST ANCHOR FOR DECKS PAU SERIES POSTANCHOR FOR COVERED PORCHES ICBE SERIES 1X6 OR 2X4-15'O/C COLLAR TIES MIN. POST USP CBE P.C.FOOTING - 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD 1ST.FLOOR WALL STUD -- - 1 1 ST.FLOOR WALL STUD- Q 2ND.FLOOR PLATE 2ND.FLOOR PLATE SUBFLOOR ---- SUBFLOOR -- G_ POST ANCHOR FOR COVERED PORCHES RIM BOARD--— O RIM BOARD — 1 ST.FLOOR PLATE t-:i 1 ST.FLOOR PLATE -- --�-- -- - --- -O SUBFLOOR---- -- - _' SUBFLOOR— - ' USP KLFTA - USP RS2.0 AT 36" -- USP RS250 AT 36" - -- USP RS250 AT 16" 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES RIM BOARD - - - RIM BOARD — DOUBLE SILL PLATE POST ------ DOUBLE SILL PLATE ----- ----- 1ST FLOOR WALL STUD USP MP6F ------ - c 1ST FLOOR WALL STUD FOUNDATION WALL. FOUNDATION WALL ---- USP PAU 41-1 P.C.FOOTING 04472' D FLOOR TO FLOOR rD FLOOR TO FLOOR �E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL . G POST ANCHORS FOR DECKS ROBERT SIMON RESIDENCE 3"115" MAIN BAYVIEW SOUTHOLD,NY G- .- SCALE ,-14,Y, DATE: :I,///—" " 07 GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other frarring material intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir or better. TABLE 3.1, INCLUDING 3.3 AND 3.9 for generally accepted good building practice and compliance with current New York 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. JOINT DESCRIPTION NAIL QUALITY NAIL SPACING construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span dire,-tion unless otherwise specified. ROOF FRAMNG 2. General Contractor to coordinate all sub contractors, scheduling of work,and RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL 3&f PER RAFTER interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional 10'-0"WALL 4&t PER RAFTER lumber floor joists. CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL 3-8d PER JOIST 3.The general contractor is responsible for ensuring that all work and construction 10-0"WALL 4-8d PER JOIST meets or exceeds current federal, state, and local codes,ordinances and regulations, 5. Floor construction:%"tongue and groove plywood subfloor. Finished material to be CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP and should be adhered to even if they are in variance with the plan. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. BLOCKING TO RAFTER TOE NAILED 2-0d EACH END 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. RIM BOARD TO RAFTER END NAILED 2-16d EACH END 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. WALL FRAMNG responsibility for construction coordinating with these plans, nor responsibility for TOP PLATE TO TOP PLATE FACE NAILED 2--16d * PER FOOT construction means, methods,techniques,sequences,or procedures, or for safety 8.All beams to have adequate bearing at each end or as specified. TOP PLATES AT INTERSECTIONS FACE NAILED 416d JOINTS-EACH SIDE precautions and programs in connection with the work. There are no warranties for a STUD TO STUD FACE NAILED 2-16d 24"CYC specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. HEADER TO HEADER FACE NAILED 16d 15'CVC ALONG EDGES 6. Refer to floor plans, exterior elevations, and window schedule for types and sizes of 10. Typical exterior walls and roof to be sheathed with'/"exterior grade plywood or TDP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood, group 1,APA rated. Plywood to span over all plates and 3-16d PER Z43 STUD headers. 4-16d PER 26 STUD 7. Door and window headers to align unless otherwise noted. BOTTOM PLATE TD FLOOR JOIST 11. Provide insulation baffles at eave vents between rafters. BANDJOIST END JOIST,OR BLOCKING FACE NAILED 2-16d '- PER FOOT 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, FLOOR FRAMING chimneys, projections, and penetrations as required by approved construction JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST 9. General contractor to consult and coordinate with the owner and the plans for all practices. BRIDGING TO JOIST TOE NAILED 2-0d EACH END built in items such as bookcases, shelving, pantry,closets,etc. BLOCKING TO JOIST TOE NAILED 2-8d EACH END 13. General contractor to provide adequate attic ventilation and roof vents. BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK 10. Provide hardwired smoke detectors,with battery backup, on all floors and in each LEDGER STRIP TO BEAM FACE NAILED 3.16d EACH JOIST bedroom, verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. JOIST ON LEDGER TO BEAM TOE NAILED 3,8d PER JOIST Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES BAND JOIST TO JOIST END NAILED 3-16d PERJOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. ROOF SHEATHING 1. General contractor to review plans,elevations,and details to determine intended STRUCTURAL PANELS 4 PERIMETER EDGE a'JPE-16"O/C-6"AT PANEL heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or EDGES AND AT INTERMEDIATE SUPPORTS IN THE equipment provide bracing to tie framing back together. s to rest on undisturbed soil. 8d PANELFIELD 2.All footings GENERAL HVAC SYSTEM NOTES 16 INTERIOR 2bNE- "O/C-6"AT PANEL EDGES AND 12" 3. Provide'/i'expansion joint material between all concrete slabs and abutting8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable odes and FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" safety requirements. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 4. Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. -• - -- _-�___.__,_ CBLING SFATT#NG Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements vith the equipment supplier. GYPSLAA WALLBOARD 5d COOLERS T'EDGE/1I7'FIELD 5. Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general WALL SHEATHING 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. STRUCTURAL PANELS 8d 4'EDGE 20NE-16"CVC-6"AT PA.rFEL EDGES AND 17 between all wood surfaces that are exposed to concrete or masonry surfaces. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NEW CODE 8d INTERIOR Z�XXE-16'O/C-6"AT PANEL EDGES AND 17- 7. Dampproof exterior of foundation with a bituminous coating as per code and soil ----- - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD conditions. GENERAL WIND PROTECTION CONNECTION NOTES FIBERBOARD PANELS 7/15' 6d 3"EDGE/5'FIELD Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction Sd 3"EDGE/6"FIELD GYPSUM WALLBOARD 5d COOLERS T'EDGE%1t7'FIELD GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 8d 4'EDGE ZONE-16"OIC-6"AT PANEL EDGES AND 12' 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings, foundations walls, floors, studs and roof HARDBOARD AT INTERMEDIATE SUPPORTS N THE PANEL FIELD framing shall be provided. TABLE 3.4 TABLE 3.7 2.All interior walls to be covered with'/"gypsum board with metal comer reinforcing. Tape,float, and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the SBC HIGH WIND ANION WOOD 1995 SBC HIGH WIND EDITION WOOD FRAME FRA Standard Building Code,Table 2306.1 shall be installed in accordance with FRAME CONSTRUCTIONN MANUAL CONSTRUCTION MANUAL 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturers recommendations. I RAFTER SPACING 16"O/C RAFTER SPACING 16"O/C 120 mph FASTEST WINDSPEED ROOF PITCH ROOF SPAN at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber requires 2 layers of 5/8",fire rated gypsum board. 3. Metal plates, connectors, screws,bolts, and nails exposed directly to the vw--ather or ! ROOF ROOF NUMBER 12 20 28 36 subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 3:12 5 8 11 14 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. I PITCH SPAN (ft) OF NAILS 4:12 4 6 8 11 resistant gypsum board, or wall fate set on wonderboard or equal. 4:12 12 3 5:12 3 5 7 9 4.Where windows and doors interrupt wood structural panel sheathing and siding, 16 4 7:12 3 4 5 6 DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of-.ripple 20 5 9:12 3 3 4 5 studs, header studs,and at least one stud at each side of opening. 28 6 12:12 3 3 3 4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf) 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 32 8 EXTERIOR BALCONIES 60 ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 36 DECKS 40 of rafters. 5:12 12 3 ATTICS WM40UT STORAGE 30 6. Uplift connectors shall be provided at each rafter bearing. 16 4 ATTICS WITH STORAGE 40 20 4 ROOMS OTHER THAN SLEEPING ROOMS 40 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 24 5w28 6F' SLEEPING ROOMS 30 comers. 32 7 ✓k �t�.T 1. 36 7i CRITERIA FOR CALCULATION OF DEAD LOAD 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 6:12 12 3 with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 16 3 r AC AL WEIGHTSF MATERIALS REFERENCED A.I.A. !' S ` ... .. . minimum of one anchor bolt shall be provided within 64o 12 inches of each end of 20 4 t4 ".{, �- ARCHITECTURAL GRAPHIC STANDARDS each plate. Anchor bolts shall have a minimum embedment of 7 inches it concrete/ 24 5 '-'p=' LQ masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 28 5 SNOW spacing not exceeding 4 feet on center. 32 6 n° GROUND SNOW LOAD 45 lbs. ---"------- - --- - 36 7 7:12-12:12 12 2 ROBERT SIMON RESIDENCE SEISMIC THESE NOTES ARE GENERAL CONSTRUCITON NOTES.' THEY ARE NOT 16 3 3715 MAIN BAYVIEW DESIGN CATEGORY 113 SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 20 4 SOiTTHOLD,NY GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 5 WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 S P F C I F (C AT 10 ,� - 14A-1 C Eti', .(--S"-- WIND SPEED 120 mph -- - 36 a AD,DC=;"JDtA PA .t, EXPOSURE CATEGORY 1B SCALE'.Al T. ,5. DATE:.j• OS 0