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HomeMy WebLinkAbout41886-Z �q�$11FFOt,f�DG� Town of Southold 12/19/2018 0 P.O.Box 1179 53095 Main Rd �'yljol �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40112 Date: 12/19/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 15 Fourth St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-15 Subdivision; Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2017 pursuant to which Building Permit No. 41886 1 dated 8/16/2017 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: RECONSTRUCT COVERED PORCH AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6717, DATED 02-20-2014 AND De MINIMUS LETTER DATED 05-31-2017 AS APPLIED FOR The certificate is issued to Gilchrist-Mancino,P of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12-14-2018 RKing Plumbing o ' ed Signature ��o�gOFFpL,�-�a TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE o . 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#: 41886 Date: 8/16/2017 Permission is hereby granted to: Gilchrist-Mancino, P 401 Hollywood Ave Yonkers, NY 10707 To: reconstruct porch addition to existing single-family dwelling as applied for per Trustee approval &ZBA de minimus letter (original decision #6717). At premises located at: 15 Fourth St, New Suffolk, SCTM # 473889 Sec/Block/Lot# 117.-10-15 Pursuant to application dated 8/15/2017 and approved-by the Building Inspector. To expire on 2/15/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00 CO -ADDITION TO DWELLING $50.00 Total: $418.00 Building Inspector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: r/ (check one) f Location of Property: 'J /S—' t n !S- /Ve ) �-, l�C House No. � Street n Hamlet Owner or Owners of Property: R4. q U L � ��5 �'l C O Suffolk County Tax Map No 1000,Section -7 Block 0 / 0 Lot U S� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ A icant Tgnature Town Hall Annex Telephone(631)765-1802 54375 Main Road ,fes,• Fax(631)765-9502 P.O.Box 1179 �"` #►: _ _ : 4, Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD < . CE-RIIFICATIQN Date: j Building Permit No. Owner: (P1eas .print) _... Plumber: . ....., h M ._ .... ....,. (Please pri I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) - - Q Sworn to before me this U day of , 20 i 3AIL'oounty'-Notary Public,_ j TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Q&Z- i _ i Of SOLI ��'Y�OUNr1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] POUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /a e4 > "- A DATE INSPECTOR /%k i # # TOWN OF SOUTHOLD BUILDING DEPT. courm,�F`' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: [ CeAXw VvT;p P't K Q, t 41 is rte 0 Ty 8v�4,o v -s 41 0.,AJ44,1 Ck ,rte4p , %51-0vwl wwa,k'll- 5 Y04-- W04 1�vl DATE i pu V, INSPECTOR IF fl t [ E ;NC3' 1NfEERI �NVo May 21, 2018 J57 - 41h Street, New Suffolk PB# Building Inspector ► $(p Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the footings for the existing porch deck foundations. The builder installed 24-inch diameter"Bigfoot" preformed footings,which are adequate to support the design loads. The original 236 Stormwater submissions proposed (2) 8-foot diameter 5-foot deep drywells to contain the roof runoff from the new porch. I certify to the best of my knowledge the deck footings were constructed in accordance with New York State Building Codes and the installed storm drains comply with Southold Town Code and installed per submission. g � D � D MAY 2 1 2018 TOWN OF 5®UTH®LD BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH Q_' FISCHETTI.COM FISCHETTIENSINEERINES.COM 63 1 -765-29B.4 1 725 H O B A R T ROAD S O U T H O L D , N E W YORK 1 1 97 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) or� -------------------------------------- 'FOUNDATION(2ND) z lLlv✓ ROUGH FRAMING& y PLUMBING xi J y�y INSULATION PER N.Y. "3 STATE ENERGY CODE NbAL ✓ fro u i(' -TmfowdL ✓ �✓ au GPS, ti FINAL e. vt Q ✓ — 'n ADDITIONAL COMMENTS v w § m � o � z H d �J b H 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 1b 20_t7 Single&Separate Storm-Water Assessment Form Contact: Approved ,20AI Mail to: Disapproved a/c Phone: Expiration ,20 �16 D Buildin Inspe or f v D I APPLICATION FOR BUILDING PERMIT AUG 15 2017 Date , 20' INSTRUCTIONS } 13UMDING Dom. 1'QWN0pjg0 V Hjj T be completely filled in by typewriter or iri 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 Binding Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit id-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 parffor 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 k, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or fore oval or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code', sing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. R , (Sig ature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant,is.owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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. Plumbers License No. 0_2,i� Electricians License No. Other Trade's License No. 1. Location of land on which prosed rk will be done: 0 House Number Street / Hamlet County Tax Map No. 1000 Section Block 1 0 Lot 5 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building 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 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rearm .,1 Depth Height Number of Stories i 8. Dimensions of entire new construction: Front Rear Depth 'r� Height Number of Stories � {f E41; 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner "`7 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 14. Names of Owtier of premises����r�sf MiM6laD Address Phone No. Name of f i7 M bY P& Address 6 f O Phone No 63/ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal'wetland or a freshwater wetland? *YES_.X NO c ,fl1 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO 'N * 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) COID.BUNCH SS: Notary Pub lic,State of Neu York No.01BU6185050 COUNTY OF ) Quamed in"olk County 0 v�. ka Commission Expires April 14,21`2_ 'l� � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na ed, (S)He is the n4 41AUM (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 2� l y Notary Public Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK tz PERMIT NO.9038 DATE: JUNE 21,2017 -ISSUED TO: PATRICIA GILCHRIST MANCINO PROPERTY ADDRESS: 15 FOURTIl STREET,NEW SUFFOL K .— Ai L4 I SCTM# 1000L117-10-15 /;' AUTHORIZATIONI Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 21,-2017,and in consideration of application fee in the sum of$250.00 paid by Patricia Gilchrist Maii6ino nd.'subject to the 11 Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits A I." ! the following: Wetland Permit to reconstruct-in-place-existing+/-81x531 roofed-over porch;+/-5lx6.51 wood n F landing;and 4.5'X10.5'wood steps;the wood framed outdoor shower with steps;and install a I it drainage system of gutters to leaders to drywells off the new,porch;and as depicted on the survey prepared by Nathan Taft Corwin,III,Land Surveyor,last dated May 17,2017 and stamped approved on June 21,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. =fca riles J-.JlSanders -Ubsent Or A. Nichol', Krupski -' Absent o��OF �Tyol Michael J.Domino,President soTown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �p� Telephone(631)765-1892 Greg WilliamsCOU , Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1481C Date:June 26,2018 THIS CERTIFIES that the reconstruction in-place of existing+/-8'x53' roofed-over porch;+/- 5'x6 5' wood landing-, and 4.5'x10.5' wood steps-, the wood framed outdoor shower with steps; and install a drainage system of gutters to Ieaders to drywells off the newyorch; At 15 Fourth Street,New Suffolk Suffolk County Tax Map#1000-117-10-15 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 19,2017, pursuant to which Trustees Wetland Permit#9038 Dated June 21,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for reconstruction in-place of existing+/-8'x53'roofed-over porch;+/-5'x6.5'wood landing; and 4.5'x10.5' wood steps,• the wood framed outdoor shower with steps; and install a drainave system of gutters to leaders to daRells off the new porch. The certificate is issued to Patricia Gilchrist Mancino owner of the aforesaid property. JDO.-.0 Authorized Signature BOARD MEMBERS �pF SQ(/TSouthold Town Hall Leslie Kanes Weisman,Chairperson p`� �lG 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G • Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider I�C�utm, Southold,NY 11971 http:/Isoutholdtown.northfork.net R CEIV� ZONING BOARD OF APPEALS EE 2 5 2014 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Sou he Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20,2014 ZBA FILE:6717 NAME OF APPLICANT: Patricia Gilchrist-Mancino SCTM# 1000-1 I7-10-15 PROPERTY LOCATION: 15 Fourth Street(adj.to Great Peconic Bay),New Suffolk,NY 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming waterfront lot containing 19,383.30 sq. ft. located in the R40 zone district. It is improved with a 2 '/2 story dwelling with attached porches and accessory garage. It has 71.57 feet of frontage on Fourth Street, 173.92 feet on Great Peconic Bay, 154.60 feet along the west property line and 126.92 feet on the north property line as shown on the survey prepared by Nathan Taft Corwin, III, land Surveyor dated June 7,2001 last revised September 4,2013. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's November 18,2013 Notice of Disapproval based on an application for building permit to demolish and rebuild a porch addition to existing single family dwelling: 1)less than the code required minimum rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests a variance to reconstruct and enlarge to an 8 foot depth,a first and second story porch having a 2.7 foot rear yard setback where the code requires 35 feet. ADDITIONAL INFORMATION: The adjoining property owner to the west supports the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: t F Page,2 of 3—February 20,2014 ZBA#6717—Gilchrist-Mancino SCTM#1000-117-10-15 The Zoning Board of Appeals held a public hearing on this application on February 6,2014,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(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. The proposed reconstruction and enlargement of 106+/- square feet of the existing porches will maintain the style and character of the existing dwelling and the neighborhood. There is no evidence that the existing porches are a detriment to the subject rear yard adjoining property, therefore the proposed reconstruction with enlargement of 106 square feet should not be a detriment at the proposed location. 2. Town Law &2674(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The pre-existing non-conforming dwelling exists in a similar non-conforming rear yard location and the subject pre-existing porches, in their location, are a functional and characteristic element to this pre-existing dwelling. To relocate their reconstruction to a code conforming location would greatly diminish their functionality and change the characteristics of the dwelling. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 92%relief from the code, However, the porches pre-exist in their non conforming location for more than 100 years without any evidence of causing a detriment to nearby properties or the environment. 4. Town Law >2674(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 1i2674(3)(b)(Q. 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. 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 reconstructing the first and second story porches with an 8 foot depth, 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 Schneider, seconded by Member Dantes, and duly carried,to GRANT, the variance as applied for, and shown on the Survey / Site Plan prepared by Nathan Taft Corwin III, L.S., dated June 7, 2001, last revised September 4,2013 and the Architectural Drawing sheet#l,prepared by MCH Design dated July 27,2013 and stamped by James J.Deerkoski,P.E. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, 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, or demolitions, 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. Page 3 of 3—February 20,2014 ZBA#6717—Gilchrist-Mancino SCTM#1000-117-10-15 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 Weisman(Chairperson), Schneider, Dantes, Horning. Absent: Member Goehringer. This Resolution was duly adopted(4-11. Leslie Kanes Weisman,Chairperson Approved for filing a /72014 t BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson y���F SU(/r/5® 53095 Main Road•P.O.Box 1179 A! Southold,NY 11971-0959 Patricia Acamporag 6ffice Location: Eric Dantes ci, Z Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'CO(II �`t,'' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 June 5,2017 D AUG 1 Eric Bressler Attorney at Law BUILDING DEPT. Wickham,Bressler&Geasa, P.C. TOWN OF SOUTHOLD P.O. Box 1424 Mattituck,NY 11952 RE: Request for De Minimus Determination,Appeal#6717 Gilchrist-Mancino, 15 Fourth Street,New Suffolk Dear Mr. Bressler; We are in receipt of your correspondence dated May 31,2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you are seeking an approval for the construction of a porch that is not in accordance with plans and specifications that were initially approved at the time of Zoning Board of Appeals approval, although the dimensions and location of the porch will remain unchanged. Based upon the information provided,I have determined that your requested structural modification is de minimus in nature-because the proposed change does not constitute an increase the non-conformity. Furthermore,the intent of the original ZBA decision will not be altered. Please be advised that the conditions set forth in Appeal No. 6717 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sin rel Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector ,.y s LAW OFFICES WICKHAM,BRESSLER& GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 ebressler@wbglawyers.com May 31,2017 1, ����� Southold Town Zoning Board of AppealsJUN 5 53095 Main Road 207 P.O.Box 1179 BY®___o_® Southold,New York 11971-0959 Re: ZBA Application#6717—Gilchrist-Mancino"Appeal" Dear Chairman Weisman and Members of the Board: We are the attorneys for Patricia Gilchrist-Mancino and write regarding the Appeal decided February 20, 2014. The Appeal involved a request for a variance from Southold Town Code Article XXIII Section 280-124 arising out of the Building Inspector's notice of disapproval of an application for a building permit to demolish and rebuild a porch based upon non-conformance with rear yard setbacks. The Board granted the variance application and a building permit was issued. Construction of the porch thereafter commenced. It has now come to our client's attention that the construction of the porch was not in accordance with plans and specifications and applicable code requirements, although it was,however, installed in the proper location. The defects include,but are not limited to improper footing depth and size, improperly specified load bearing members, and improper construction means and methods. These defects require reconstruction of the porch and the footings in the same location. None of the reconstruction will change the degree of non-conformity, as the dimensions and location of the project will remain unchanged. A copy of the approved site plan is attached for your convenience. Footings will be installed per the original plan and load bearing members will be specified to exterior,not interior standards. All other existing construction defects will be cured on reconstruction. The matter is currently before the Trustees and we anticipate approval at the June,2017 meeting for the reasons set forth above. We write to you at the direction of the Building Department and ask that you issue to the Building Department a letter approving this action as "de minimis". Our client would like the benefit of a porch for the now commenced summer season and thanks you in advance for your favorable consideration of this request. Vqtrullyours, Esler l -V EJB/em Encl. cc: Joseph Fischetti, Jr. Patricia Gilchrist-Mancino Robert Hernnann Southold Town Board of Trustees Scott A. Russell STtOIR IAWNTIE]RZ SUPERVISOR AVIAN.AAG]EMTENT SOUTHOLD TOWN HALL-P_O.Box 1179 p 53095 Main Road-SOUrHOLD,NEW YORK 11971Town of Southold oZ CHA PTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) --101® Tl�l�'l$o�lECT�I�iT® Yes NO (CHECK ALL THAT APPLY - ❑01 A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; ®� B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ ❑El C_ Site preparation on slopes-which exceed 10 feet vertical rise to { 100 feet of horizontal distance. JZ❑ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑M E_ Site preparation within the one-hundred-year floodplain as depicted on.-FIRM Map of any watercourse.. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. Eand answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ure, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project_ answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan completed Check list Form to the Building Department_vvith-your Building Permit Application- APPLICANT- (Property Owner,Design Professional, gent Contractor,Other) - S.C.T1vl. 'Y[ OOO Date. NAME Section Block Lot Concoct Intorrfut oa6 3 ✓6 —z� J—� Reviewed By_ Date: Properly Address / Location of Constiuction Work- — — — — — — — — — — — — — — — — — Approved for proces�tng Building Permit (� Stormwater Management Control Plan Not Required J U C S1Grniwater Managec.e.,: Cct;tral Pia; ,�, RJ (Forward to ng. . ..;g nepa:.n e,-o (o. Re .. =), FORM - SMCP - TOS NJ/\Y 201,1 1 - oyaSUFFO(,�cpG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road a .c Fax(631)765-9502 CM P. O. Box 1179 C/7 Southold, NY 11971-0959 d • 'F BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOODCONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: /�` 7 Owner: (9—1 �� C c r �� Lo atlon of P operty. Please take notice that the(check applicable fine): New commerc'tal-o' residential.structure :• •f�: ' - .;. .: Addition to existing"commer. ciaL�or residential stru.cture: RehabilitatiQri;46•6in existing'cbrimmercial or residentiahstructure to be construc•,t6d o'r performed at the subject property referende.above will tutiltze- (check applicableJ'ho): Truss�•typp 'construction (TT) Pre-engineered wood construction (PW) tr Y Timber constructtori in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roo ming (R) Floo an roof frami (FR) . Signature: Name (person submitting this form): 4 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 •4•� �t��7f"'-�=:3; Jsi^I`ri�h taf3•,riCA`fS,1L." _ .'» ��1a iP'���+" l�T�a�,teJx �1y�-•;,may;i�,Ji�x(J����•Xv{'��vac+aYpriA _ J t v �Y'J�llYa��� J✓."'�^ •..S 4r ,f•`s l '�� i .:.iu,'{y �'�•���t?'{�-��,�,Cr�tf' L.?T."�'�ty.,�fyf ��.,�r i •i:,z t {„i it3g_ ;f.;:;�+:r._ �tr•�-�i,.�3t�t '�.. t.•.'r✓• x^t,�.- � •L4,iS.r�Yt'trd �y.,,r..•.�wlr=i' +.}{�a'Z'}`S'r.. � t ✓ Y.. r:J�a.Jt �• � : nt+i Yv�Ki .. � .7 i �`J tY rS4rj R''a�.. y Y J St r� I ti,a1 y�L t•'1t 'J'.. ' S• � f � .ii •tit; - 11z R- r . FLOOR GIRDERS AND BEAMS p pF SO!/r�Qlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 Comm, June 4, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD P. Gilchrist-Mancino 401 Hollywood Ave Yonkers NY 10707 Re: 15 Fourth St, New Suffolk, NY TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41886 — Porch Addition o��OF SO!/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD November 20, 2018 P. Gilchrist-Mancino 401 Hollywood Ave Yonkers NY 10707 Re: 15 Fourth St, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. G Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41886 — Porch and Outdoor Shower _..._................ ....-,, .. - .. .. , .. I . . r 1. .. .. 1 I , 11 .. :. .. 'I I I I I I ... i ~ ri I I I I I I rI I I I Ite .. 11 .. 1, - , 1"I '��­ ' . I I 11 I ,I. "I I , , I .,I � . I I I I � � I �� I I I II I I I , �'l .1 , - 11.V y \I /) .. 'i . ""' ; I : : , :! I I I I I 11-oil'. . ,. . " , I , I I I I I I I. I � I I I I I I , SURVEY , of ..PROPERTY . - ET , 1 : 1 _ 11ITUATED - A�' , . GRANITE MUND r aN. NEW 'SUFFOLK ,� .' . :., „ ----�. -=-- Q F. S o U T N o LD ""-�. TONIN , • 11 , I . I- ; COU NTY, NEW YORK _y ry , T - - t} r S.e Ax Na. 1 ,000 -,� � 7 � =� �, : . . . . . _ , $1 ! 'C: I: I 11 SCALE 1 : =20 . . . , DWELLI JUNE 7 2010 1. . . 1. NG " i..: y. (USES PUBLi1. , P� i C WATER) DWELLING . '. 8, 2 HIGH,WATER MARK " /aYF (USES PUSLrC :.. E 1, 20 RIL 2 QQ5 I 11 ADDED TEST.HOLE ;' r.;: RICLIARD W C© WATER) ' - ' OVALE JUN Q5 UPDATE SURVEY & � :, 11, .; , JULY 19, 2005 "TOPOGRAPHICAL SURVEY N/Q/F #'. 'SEPI EMBER 23,:2008 LOCATE WOOD �1E1-fY,.RETURN AT 5.E. CORNER .QF PRQPERTY' ; =, .f CORNEL p I''OCERS LUCILLE CDOD � APRIL. ,25, ",2013' UPDATE SURVEY t;,,"°:1. MAN 3 -:.: AUGUST 12 2013 ADD PROPOSEfl DECK- ;'.;.' ' - % x SEPTEMBER 4, 2013 LOCATE ;FENCE ON EAST PROPERTY -LINE- ` . MARCH 26 '201'4' REVISE' NOTES & NAY BALE LINE 1 MAY 4, 201 UPDATE'""SURVEY "FOR•NEW REAR ;PORCH. 11 ;.r:I 1- 1 $ 83°.48'(JQ" E .. 111- 1 11MAY 17,..2017 REVISE-.'.NOTES ASSOCIATED WITH NEW REAR-PORCH Gz ¢ , N1. r - - Z m FEN [,r z g r `"t jt. Q Q . FENCE Wb00 FENCE f.1'NE �DCKADE FENCE d7 Fri �"++ ' n ;v :"� D.SS. 9'E Q FOU �I •oo .. . ; 19;383.30 "sq. ft. a. D'::.-..:.:........ r3zo AREA `.i: �z T4 TIE LINE 0.445 ac. " FENCE D m ;811 I E HEDGE CONC. PAD ROW CO Nc." I;� r�"^f A/C UNITS wa ;,r.. DOD � : y f I 0: PORGk 52.T STEPS ti, 1fi,5' CL . ai 11.9 5. OF DVER CbNO"' s.r eioc` G'ER TIFIED T O: C, WOOD P PORCH S yO.S ,2, , " < 1!) C, ^---^- ORCH 1,.0's, a� L rm ?rn °?fRA a.9 . _z 1. RELIABLE ABSTRACT ..., .. �� ,-.,. . .-. �.�... a oisi m w Iv1E GARAGE in a ,, Corp..P BLDG, {+.�' -�---'- EiR .; �t RH R ABOVE) u' ,,: n �. a PATRICIA ANN GILCHRIST-MANCIN© '' `�:, ROCK wnu' 8 asYw. "` �'�! `t cri 2f'3t I r, , 11 . "�. f ..ST 8.3. 18. -0 "�" U 0 is �e n WFRAME NUUS sD WOO • ' J v i . __ m OCK WALL d �' d �` (WITH REAR WALK OUT 1: I'lly - - P,.. � p > � ,�, w m11 : CONC. $LK. BASEMENT N� C o HOE ,r11 CL I i 11 N r. « MANHa S7 o a , ,a Galva. WALL ; v, G COVER -.' 11 I , I �G a .. 4 O ' . - •d .. ,e, - e C .. - e ! , w ONE 52.8 dd bLUMN Q ;'o .�. _ " 6Et1;lAN . a 1. n EXISTING ROOFED- ' ` $ 11 , co STEPS (CaNS)rRUCTEa�EpR{IRPORUA H TWO OD LANDING AND _ ' . e' BLOCK APRON . 4 WATER No. 8392) Ta 9E RECONSTRUCTS DS OrRMIT M v g� - DRAIN- a �. '. WET ER ° _ , C -PLACE) ao > ERSkOwER G •. , BELGIAN .. ' v PORCH ,e a ^ A e BLOC , 2.TE tri ^^e-- - +.'' m w GRAVEL PARKING a ° STONE ,r, ,r � , - o' COLUMN GUARD RAIL _... .. C.,. , E x e °.. ° e' , a n SPOT RAIL'' • :.. 1. WOOD LANtNNG a d d o :' '� FENCE ON & STEPS CONC� m °- U STONE WALL a , ' k COVER, , ° " e � STO'NE' t . .a . COL. M f�RDP u h C?SED D � # N WITH 6U `�' I X 5' DEEP G'r -e. --- w A T t ER LEAbERS POR Rp DRY 4ELLS 5 -WL ou s�ixHEAo li a Q OF O - + REMAINS 'i :-'.: I .:r PROPOSED )' . .'.. STRAhI o a �` SSE AND SILT � ,� .. ,, ,. ,. .. . f.. , ii w � ,� COVER , ,. 'll I 11 , L ,., _ , . V . . ,� 11 1. t . . - ' '. .,. Im . . W , .. ,. .. , .. - , W I , r I a. oPP,7 _ _.- . ' . _ ._,. N t) AA 24D5 TEST' HOSE DATA :.-, 'n II to ,. :,i,,,d :: � i {TEST HOLE DUG f3Y, MGDQ ALD GEO5CtE1UC N AY, 19, J. ' ;",I. ., -,• " Ors - . ., i,• -j 1. i3�c'z It .,. .s , .. .. .. kY .. ..,. '' ¢ .. 11 I I . W , ..I "Ill.. h .. i 5 11 � j - ., fl 11 !; a11 I 111. I :r....,. .., , 1. _ ...._ u Y'.:':.:':.':.-i0` _ .. FLAG w R"v2f `, rr . .. .. ^� (U" MfiXED 0 do LOAM r Ill, w ......=:TQwN OF NON-SRF BUFFER AS PER: : '.`.:. ::::^- -. ._ • . POLE 1�} n M � _. , a:4-....:. :. :... :SOUTk010 :.,,.........-....., .,........,..,•.--- l i ° 11 I 1. - . PERM(T WETLANDS -.......,.-v. ...:......... .......................... `� 5 ,..., .:.,-... .,.-,.--..r,.. ,. .. .. .,-,....... _ .............................................. . No. 8783'-..r....r.................... 0 CQ ,...... k .... ING:, C- :. .. . .. :: -: BULKHEAD ; q .. ..., . p t � .1 I •r BROWN FINE SANO SP I .'���RQ �' �V�T�� ♦,: 10 PREPARED IN ACCORDANCE WITH THE MINIMUM" , ,1 N 85'28'14" I 11 TIE LINE ALONG APPARENT W - HIGH WATER MARK aN APRIL 25, 2013 5 OFCarVC. 11 B .., a STANDARDS FOR,TITLE SURVEYS AS ESTABLISHED i ULKttE 7 8'" w .. L IA R _ 7 •�%"+��j/�j-yn�� �`/!\� 11I^1f t1 BY THE OVED AND ADOPTED p 95"(�2 ; 1Vr�1�11�.J VLJV1 VL{J .. ESU,Znrt E YaRKSTATE.LAND '' I 11 . . N 8 7' " z $ 3 1 •4' _ C WATER IN aRnwN k PALE � , , o QCvi I1. BROWN ME JAMA SP A� ;m F E,' , I 11 �, z - - 1 ,; , . a . - . Iii -. ­, �: '11�..­­:ll , , ,,, 1, �� I I 11 I le, I :1 �, ­ _L V .I', 1,. I I I I I I ­ I '_ ,',I I I �^�` P 11 I 11 "ll"-1 . � I I I .3 (\/�' �✓ '. e ,�� .. j . �" �C BAY 11 , . g . 'a N.Y.S, Lic.'No. 50467 I ��'g , V, -" - .1 ... :. ', .. R,, ,' -.; UNAUTHTHIS ORIZED RVEY is na v�oLATION oalnaN NEW'YORK STATE,' .f ' . 11 ,i SECTION 7209 OF THE' ���! • � T.afit : :+Cor � I i X'11: .1 i EDUCATION LAW �"''� I t . 1 COPIES OF TkI5 SURVEY MAP NOT BEARING i�a . r r y o r " THE LAND SURVEYOR'S'INKED SEAT. OR I EMBOSSED SEAL SHALL NOT BE CONSIDERED .I,; TO BE A VALJO TRUE COPY; i''` I 1., CERt1FICATIONS INDICATED HEREON SHALL RUN ksen,"L . L.S.' , 11 " :,Successor To: Stameeyy 1. Isb } ONLY TO THE PERSON FOR;WHOM THE SURVEY1. Josepfil.A.- [ngegno . . .. - IS PREPARED, AND ON HIS!BEHALF TO THE :' TITLE COMPANY. GOVERNMENTAL AGENCY AND Titte:Surve11 � ys - Subdivisions I'll- Sile Plans, - :,Construction ,LoyoUt TON Ne"ASS GNFESO QF.TSN HEREON, - _ D TUT10 CERTIFiCA ONS ARE NOT SFERASLE..- PHQNE (631)727 2D94" FCix (631)727 1727 . :. . 11 11 I I . . A -' ORD Y F m New York 11947 New o 47 THE EXISTENCE OF'RIGF#T".QF OFFICES LOCATED AT : MAlCtN6 ADDRESS` AND/OR EASEMENTS OF RECORD, 1586 Main Road P.O.' Box 16.";:,� ANY, NOT SHOWN ARE NOT GUARANTEED. Ja esport, " Jamesport, W Y tic 119 , , . , .. , da, APPROVED AS NOTE DATE: B.P.# FEE: � (�� BY: NOTIFY BUILDING DEPARTMEN AT 765-1802 8 AM TO 4 PM FOR HE 0 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIR'i D FOR POURED CO;+CRvTE 2. ROUGH - FRAMING & PLUMB !GM w 2. INSULATION w W 4. FINAL - 00 TION MUE, v Z BE COMPL i C.O. ALL CONSTR"l,3;:3N SFALL M T .r REQUIREMEN-,S OFTHuCODES YORK STATE. NOT RESPO? JIB .E K f..� DESIGN OR CONSTRUCTION iR S. Q W 0 COMPLY WITH ALL "'ODES OF NEW YORK STATE & OWN CODES AS REQ UIR D AND C ,NDITIONS OF W SOUTHOLD , 1WN'SA SOI_' IOIu )AVN TRUSTEES Ll OCCUPANCY 0 USE IS UNLAWFUL lij 1 J ITI 'OUT CERTI FI ,T: OF OCCUPANCY I]] E 0- w ARED�— �,EINSPEC"f l�N'"ai765-5 )bcfor Ll.lQS Engineering ficatiW )R Provide Engineer's Cearalnage has be^ln lnstallc to CoL z MEo z T_JX0cNcn Q00 (0%_ O m F=- F_ d°'� (� 0 = M rn a. O co U) 0 N REAR ELEVATION --� SCALE: 1/4" = 1'-0" DRAWN BY: JF 7/12/2017 SCALE: SEE PLAN ''� `�`'`�t•� ° SHEET NO: 7r'SStO��'� 77 77 O O i POSTS TO BE ANCHORED TO �W w 12"dia.CONC.PIER w/(2)#5 VERT.REBAR O r I 4 6X6 ACQ POST I 24"x24N12"CONC.FTG (� 00 BOXED IN w AZEK ' w/(3)#5 REBAR em. NI MIN.36"BELOW GRADE F+�i FYI(FINISHED 12"X12') I a 5-1/4X9-1/2 ANTHONY 5-1/4X9-1/2 ANTHONY 5-1/4X9-IW,'ANTHONY 5-1/09-1/2 ANTHONY 5-1/4X9-1/2 ANTHONY ' O O - PRESERVED th-1- _- - - —I - -PRESERVED 2400fb-1. — - — '' PRESERVE[2400fb-1.8E- PRESERVED 2400fb-1PRESERVED 24001b-1.8E 1 i I I I I I I I I I I 1 1 I I O -1011 12'-6 11 = �IR- 1C'-511 .-., 121-61 -1'-10" C/1 I� I I 1 1 I I I I 1 1 811 X i IX I I 1 I I I I 1 I i i i 11 ' 6X6 ACQ POST w/ `"' 2X8 x716"OC N I I 1 I i I I i I I I 8 N I IN I I I I I I I 1 I I I I 12"dia.CONC.PIER at 3'BELOW GRADE ' �� �' ' �, ' ' ' ' ' ' i I 1 I I 4'WIDE STAIR W I 1 I I 1 I I I I 1 ' - '----- ------- '-- -'-�--�--�--�--�--�--�--�--�--�--�--� 12r11t@7-5/16„ 23 -311 ��-011 23'-3" 01 rat'—/11 PARTIAL EOUNDATION FLAN SCALE: 1/4" = 1'-011 fu -1-� W Z Z Z Lo W (o0 QOOco u- Zco0 (n 0 = CM W U 0 w } � rZ.� Qj ' te zr ° ° PORCH zV' IN 0 TO BE RECONSTRUCTED N pl O > � V j 1 °` oc 6X6 ACQ POST oo ,o Iw BOXED IN w/AZEK N N �w J Ina (FINISHED 8"X8") ' 5-1/09-1/2 ANTHONY + 5-1/4X9-1/2 ANTHONY 5-1/4X9-1/2 ANTHONY 5-1/4X9-1/2 ANTHONY 5-1/4X9-1/2 ANTHONY PRESERVED 2400fb-1.- - - - - - - - - _ — _PRESERVED 2400fb-1.8E. — . — _ . . PRESERVED 2400fb-1.8E— _ — _ — _ PRESERVED 2400fb-1.8E_ . — _ PRESERVED 2400fb-1.8E _ DRAWN BY: JF 7/12/2017 SCALE: SEE PLAN SHEET N O: PARTIAL 16T, FLOOR FLAN � SCALE: 11411 = 1'-011 ?J�p '� 055'`0 �� v FESSlONP� D RAFTERS STRAPPED 12 EXISTING O TO GIRDER w/ 4 1�OG TY-DOWNS @�6 W ADJUST BIRDSMOUTH 2X6 CJ @16110c AS REQUIRED FOR PITCH a o � O COLUM CAP BOLTED 5-1/4X9-1/2 � ANTHONY Q. TO GIRDER w/ I I O w 3/8" dia. LAG BOLTS I I PRESERVED w / 2400fb-1.8E II II W II 8" SQUARED COLUMN COVER w/ AZEK 1 EXISTING 6X6 ACQ POST CARPENTER TO COLUM BASE BOLTED I I RE-FRAME BOX TO GIRDER w/ I I BEAM AS REQUIREDi 3/8" dia. LAG BOLTS FOR PROPER 5/4 DECKING LEDGER ATTACHMENT 2X8 ACQ DJ @16110C •= W 5-1/4X9-1/2 z ANTHONY CD }' z , zU-) 6X6 STRAPPED ( I PRESERVED w cfl p N J X 6 TO GIRDER I I 2400fb-1.8E to Q O O co 20ga. I 1 •— zz m ti �-�— &n0DM EXISTING w ° 'D 12" SQUARED COLUMN I(31 p COVER w/ AZEK 6X6 ACQ Q) � POST cn ISI Q o � e4 r 6X6 SECURED ° r DRAWN BY: JF TO PIER w/ ° 12"dia. CONC. PIER ANCHOR BASE w/ VERT REBAR 7/12/2017 pDro4 — aD cel , o 0 2'X2'X1' FTG. (3) #5 REBAR EW - SCALE: SEE PLAN of r�E�,r SHEET N O: CROSS SECTION A��IQ ow � SCALE: 1/2" = V—O" '' a ,`- :, W A ,��SS10NP WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER 4"DIA,MAXIMUM DECKING DECKING EXTERIOR WALL DECK JOIST DECK JOIST Z 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH ^J AND JOIST FLUSH ON TOP JOIST GIRDER W WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, v� JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER ',p�•-,e CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) JOIST 1-5/8"MIN. w/WASHERS AND NUTS A.�•e.�' PIER s"MAX. DECK JOISTS -°• DECKING DECK/PORCH RAILING r "MIN. p,.,�.e- W w DECKING DECKING W • a c JOIST HANGER ,y DECK JOISTS s -p • ,e 2X ACQ LEDGER BOARD FOUNDATION WALL D •e. w Z 4 .4.,e�V. BLOCK FOUNDATION p;e4' DECK JOIST DECK JOIST RAILING FOUNDATION p- ,'p. TO BE FILLED WITH n • JOIST HANGER �� WALL GROUT AT ANCHOR °-pa 2X ACQ LEDGER BOARD LOCATIONS I��I GIRDER GIRDER RIM BOARD SIMPSON DTi2Z HOLD-DOWN LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING O L 1.4 2"MIN- O 0 THROUGH-BOLTS o 5"MAX. DECK JOIST hal THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN- O !r"Ty, SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST HEAD AND NUT. SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION PIER POST-TO-DECK CONNECTION •`' AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND K 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL rJ O O O 0 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS [�] 5"MAX. 7.1/2'MIN.FOR 2X12 LAG SCREWS 0 0 T i 0 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES7 W 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BEAMINIMUM DISTANCE OF 3-3/4'FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. z_ 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS. ATTACH TO I-JOIST 1/2'DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Ed NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handralls with a perimeter greater than 6.1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING SOLID SAWN distance of 3/4 inch measured vertically from the tallest FLOOR JOISTS Dc'CK I I I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16 JOIST I i JOIST I I Inch within 7/8 inch below the widest portion of the 0 • "" I I I I profile.The required depth shall continue for at least 3/8 1.1/2"SPACE THREADED ROD MAY BE THREADED ROD MAYBE Inch to a level that Is not less than 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 Inches to a GIRDER WEB WITH(16)lDd NAILS GIRDER maximum of 2-3/4 inches-Edges shall have a minimum HANDRAILS JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. qkk Uj W BALUSTERS Z 10d THREADED NAIL OR#10 WOOD SCREWS, Q) 0 16"OC EQUAL OR GREATER THAN 3"LONG, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) STAGGERED OPEN BALUSTER ATTACHED z Z Lo HANDRAIL CONNECTION CV 1 ' ALL HANDRAILS SHALL BE CONTINVOUS THE FULL LENGTH _A O O LO IMSEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS v, 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN T INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O �\ ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE _ 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN C/5 A O W LL /^ V� DECK 7GIR.ER STAIR TREAD JOIST RIM BOARD (O� THREADED ROD MAY BE MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER Q) BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE FILL BAY AND FIT SNUGLY LJOI5T HANGER JOIST 0 GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) DRAWN BY: JF SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE 7/12/2017 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTy. SPACING NOTES STRINGER JOIST TO: PER TOE g16" 4.8dCOMMO SCALE: SEE PLAN MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL � (2)THRU- 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BRIDGING 2•gd COMMO EACH TOE BOLTS TO JOIST END NAIL BLOCKING EACH TOE (ANCHOR 844 POSE •e 2-8d COMMO "dia. TO JOIST END NAIL 'WOOD JOIST c PIER 16"TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT SILLBORTOP PLATE 3-16d COMMOI, EACH TOE BLOCK NAIL LEDGER STRIP EACH FACE GILDER/HEADER GRADE CONC. LAB SHEET N O 2). ALL FRAMING MATERIAL TO BE Hl ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMO JOIST NAIL , (AS R .) = '� ^ ■ JOIST ON LEDGER PER TOE WOOD JOIST ,a s, s.,. 4 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMO JOIST NAIL f S, ' 8"dia. °DECK PIER BAND JOIST PER END '� CONC. cyc�is PEA`PI)(TJ 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3.16d COMMO JOIST NAIL TV PIER hJ FLUSH JOISTS WITH HEADER/GIRDER BAND JOIST TO: PER pt•� s-- '. +9F SILL OR TOP PLATE 2-16d COMMO FOOT 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALuolsrs CONNECTED To A FLUSH HEADER TO Be SUPPORTED WITH THE PROPER STEEL CONNECTOR. s Q, 1•(1 's C ,`; "f 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ESSt .�