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HomeMy WebLinkAbout41202-Z Town of Southold 6/9/2017 o - P.O.Box 1179 o • 53095 Main Rd 4 �aSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39002 Date: 6/8/2017 THIS CERTIFIES that the building DECK Location of Property: 2350 Clearview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-10-28.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2016 pursuant to which Building Permit No. 41202 dated 12/2/2016 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: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING,PER ZBA DECISION#6690, DATED 10-17-2013, AS APPLIED FOR The certificate is issued to Southold LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38777 12-31-2014 PLUMBERS CERTIFICATION DATED 6horignature SUFFnIK TOWN OF SOUTHOLD BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE o� • 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#: 41202 Date: 12/2/2016 Permission is hereby granted to: Southold LLC 15439 Milan Way Naples, FL 34110 To: Deck addition to an existing single family dwelling as applied for per ZBA approval #6690 - Hot tub not included - file under new application. Replaces BP# 38777 At premises located at: 2350 Clearview Ave SCTM #473889 Sec/Block/Lot# 70.-10-28.3 Pursuant to application dated 12/2/2016 and approved by the Building Inspector. To expire on 6/3/2018. Fees: PERMIT RENEWAL $204.20 Total: $204.20 B ' ding nspec or `ogUFFD(,�, TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 38777 Date: 4/10/2014 Permission is hereby granted to: Southold LLC 15439 Milan Way Naples, FL 34110 To: Deck addition to an existing single family dwelling as applied for per ZBA approval #6690 - Hot tub not included - file under new application. At premises located at: 2350 Clearview Ave SCTM #473889 Sec/Block/Lot# 70.-10-28.3 Pursuant to application dated 4/7/2014 and approved by the Building Inspector. To expire on 10/10/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.40 CO -ADDITION TO DWELLING $50.00 Total: $458.40 Building lnspe 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 I% 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: (check one) P �� Location of Property: �J C3 11 P14- :S0 U_4k L House No. Street Hamlet Owner or Owners of Property: fso Vt& Suffolk County Tax Map No 1000, Section_ 1D Block , Lot , Subdivision Filed Map. Lot: Permit No. �"� l���Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature p� SO!/T�®l Town Hall Annex Telephone(631)765-1802 54375 Main Roady Fax(631)765-9502 P.O.Box 1179 Y� roger.richert(-town.southold.ny.us Southold,NY 11971-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Southold LLC Address: 2350 Clearview Ave City: Southold St: NY Zip: 11971 Budding Permit#: 38777 Section: 70 Block: 10 Lot: 28.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches Tvgst Lock Exit Fixtures TVSS Other Equipment: PORCH ADDITION, 1-paddle fan Notes: Inspector Signature: Date: Dec 312014 81-Cert Electrical Compliance Form.xls 0F SOUryolo �lyC oum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ]�FONDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -- -��-�. 17 C DATE 07 �� l INSPECTOR ' f coUM`1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOJION ] CAULKING REMARKS: ell A-1-loy DATE �® °3 INSPECTOR OE SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST�i th S [ ] ROUGH PLEIG. FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Pjkt5 --A Vt4A`48V, 40y- DATE �/"�" �� INSPECTOR 004 01,11 ,J PLUMBING r IMUL ATION PER N.Y. r. . 1 "j:N3MiliW.�rS 51 ADDITiont c6NZtft8 , A c • 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. _3 ✓,`77 Check " Septic Form N.Y.S.D.E.C. Trustees u C.O Application Flood Permit Examined 20 APR 2 2014 Single'&Separate- Storm-Water Assessment Form 6 BLDG DEPT Contact: TOWN OF SOUTHOLD Approved // 20 Mail to. Disapproved a/c ji:f _I ? Phone. Expiration O 20_/_5-- R E C E W E Building Inspector LICATION FOR BUILDING PERMIT . ,uAR t 3 Zai Date , 20_1 3 BLDG DEPT INSTRUCTIONS TOVM OF SOUTHOLD. t a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sots•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 riot been completed within ']8 months'fr6rn such date. lf•no zoning amendments or other regulations affecting the property have been enacted in the interim,,the Building Inspector may authorize, inrvyaating;.the extension of the permit for an addition,six'months..Thereafter. a nwpermit,shall,be required. APPLICATION IS HEREBY MA`D'E�to!the Buildiri(y 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 coi»ply with all applicable laws, ordinances. building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 13o' a„a (Mailing address of applicant) j Z State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder v ll UL& Name of owner of premises (As on the tax roll or latest deed) If lica s aic oratio , s mature of duly autl oriz d officer (Name and title ofc r orate officer) Builders License No. (i to Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- 3 S-0 G lea.a.., e w a4-vert v e so o House Number Street Hamlet a County Tax Map No. 1000 Section 70 Blocl< Lot J 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 he, d„-,.p_ b. Intended use and occupancy 3. Nature of work (check which applicable): New Bt111ding Addition Alteration Repair Removal Demolition Other Work �v�P.y�CLICUC (Description) 4. Estimated Cost it (7, p 0 (1 • caa Fee (To be paid on Filing this application) 5. If dwelling, number of dwelling units fQ- Number of dwelling units on each Floor IU A If garage, number of cars _ y� 6. If business, commercial or mixed occupancy, specify nature and extent of each type ol•use. Ai /T 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories R 8. Dimensions of entire new construction: Front (p0 Rear to 0 Height of e Number of Stories 9. Size of lot: Front 132. 7 7 Rear 77 Depth G 2 10. Date of Purchase Name of Former Owner -------------- 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 Owner of premises !/f re L,— _A 14 a 3 S-0 CleaJt� 1'I one No. 631' 87G--,�a �T Name of Architect dLatc S&kv% 1i 2 Address nja,H ifoo, LaL Phone No Name of Contractor&g&e- a buaGFNo,r4w Sic, Address 12a:r ,,as eve/, Jhone No. 4 81 fe7al'. ?0 ✓Dart 8tc.� (Tti SoJk4111 lei ll for 16 a. Is this property within 100 feet of a tidal wetland or a fi eshwater wetland? `YES Ve"NO %13 o U4&'Je IF YES, SOUTHOLD TOWN TRUSTEES & D E.C. PERMITS MAY BE REQUIRED. a r4, . b. Is this property within 300 feet of a tidal wetland? -r• YES d--*'NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. Wim, t�� S �A cJ ��( �Z to 0-44 *-vn Pu! 61.5 16. Provide survey, to scale, with accurate foundaiion plan and distances to property lines. wo'V'( 17. If elevation at any point on property is at 10 feet or below.. must provide topographical data on survey. ®orue, 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ,�n being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ; Cc NNIE D.BUNCH Notary Public,State of New York (S)He is the li,,•ni RUST 85050 (Contractor, Agent, Corporate Officer, etc.) oualified'in Suffolk,County r;ontmission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to male and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the wort:will be performed in the manner set forth in the application filed therewith. Sworn to before me tll -l-� day of 20 )3 Notary'Public Signature of A j1 ICa11t FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 25, 2013 To: Don Bracken Jr. for Michael Lloyd 1305 Jasmine Lane Southold, NY 11971 Please take notice that your application dated March 13, 2013 For a deck with spa addition to a single family dwelling at Location of property 2350 Clearview Avenue, Southold, NY County Tax Map No. 1000—Section 70 Block 10 Lot 28. 3 Is returned herewith and disapproved on the following grounds: The proposed deck construction on this non-conforming 35,019 sq. ft. lot, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards forrg_anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots between 20,000 and 39,999 sq. ft., the required front yard setback is 40'. The proposed addition indicates a front yard setback of 31.5' on this corner lot. Authorized Si nature BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O���F SO[/ryol 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Q Town Annex/First Floor,Capital One Bank George Homing 'Ac0 • �� 54375 Main Road(at Youngs Avenue) Ken Schneider l�'&UAM Southold,NY 11971 http:)/southoldtown.northfork.net �c NING BOARD OF APPEALS TOWN OF SOUTHOLD OCT 2 2 2013 •(631)765-1809-Fax(631)765-9064 BLDG DEPT TOWN Or SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION ZBA FILE: 6690 MEETING OF OCTOBER 17,2013 NAME OF APPLICANT: Michael Lloyd S.C.T.M. # 1000-70-10-28.3 ' PROPERTY LOCATION: 2350 Clearview Avenue, (corner Gagen's Landing Road) (adj. to Goose Creek) Southold,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 Adinjifistrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 11, 2013 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 September 23, 2013. 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 lot,located in the R40 zone district. It is 35,019.80 square feet and is improved with a two story single family dwelling with attached garage, deck and screened porch. It has 132.77 feet of frontage on Clearview Avenue, 276.99 feet--on Gagen's Landing Road, 137.48 feet on Goose Creek and 261.61 feet on the west property line as shown on the survey prepared by Kenneth M. Woychuk Land Surveying dated Sept. 21,2012, last revised 5-2-13. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the building inspector's March 25, 2013, updated August 29, 2013 Notice of Disapproval based on an application for building permit for a deck with spa addition to existing single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet. RELIEF REQUESTED: The applicant requests a variance to construct a deck with spa addition with a front yard , (Gagen's Landing Road)setback of 31.5 feet where the code requires a minimum front yard setback of 40 feet. I y Page 2 of 3 October 17,2013 ZBA#6690—Lloyd SCTM#1000-70-10-28.3 ADDITIONAL INFORMATION: Although it's not on the survey, the site inspection as well as testimony showed that there is an existing hot tub in the location where the proposed deck will be built. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3,2013 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 X267-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. There is a large tree line bordering Gagen's Landing Road and no one will be able to see the new deck or hot tub from the street. The new structures will not block any neighbor's view or be near to any neighbor's property line. Furthermore, testimony was taken during the hearing that Gagen's Landing Road is not a very wide road and has limited use, in that its primary use is to access the beach and the boat ramp at the end of the road. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's property has two front yards by code. One front yard is off Clearview Avenue, the second front yard border's Gagen's Landing Road. The applicant uses the yard bordering Clearview Avenue as his operational front yard. If the applicant applied to build a deck with hot tub on any other side of the property he would need a variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 21.0 % relief from the code. However, it is mitigated by the additional 30 feet from the edge of the property to the road pavement and the row of evergreen trees that block the view of the deck from the road. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed location offers the least potential adverse impact to Goose Creek. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(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 the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck and hot tub 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 267-13, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for and shown on the survey by Kenneth M. Woychuk L.L.S. dated Sept. 21, 2012, last revised May 2, 2013, and the building plan prepared by Mark Schwartz & Associates Architect dated September 6, 2012. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. i J Page 3 of 3 October 17,2013 ZBA#6690—Lloyd SCTM#1000-70-10-28.3 Any deviation from the variances) 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. 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, Horning, Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing j�/c�)/ /2013 BOARD MEMBERS O��QF S0(/T�OI Southold Town Hall Leslie Kanes Weisman,Chairperson 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 '`p �`�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider Irou JT`I,� Southold,NY 11971 -' - ntip:%i`s"outnoCatown:rioiin'Yoii�ne- - - ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 January 19, 2017 D R D Donald G. Bracken Jr. JAN 2 0 2017 Brackenbuilt Homes, Inc. 1305 Jasmine Lane RUILDINGDEPT. Southold,NY 11971 T )),VN OF SOUTHOLD RE: Request for De Minimus determination Michael Lloyd#6690,2350 Clearview Avenue, Southold Dear Mr. Herrmann; - I have reviewed your letter dated December 2,2016 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. Your letter describes a change in the construction of the deck and placement of the hot tub increasing the side yard setback,which differs slightly from the variance relief granted. Based upon the information provided as shown on the survey prepared by Kenneth M.Woychuk, last revised December 22,2016, I have determined that your request to modify improvements is de minimus in nature because no additional nonconformity will be created, and that the intent of the original ZBA decision will not be altered. Please 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. XKa nes Weisman Chairperson CC: Michael Verity, Chief Building Inspector Scott A. Russell ,�� � James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US d JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - - -- -- -- - - - - - - - - - -- - - - PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: 'Poi j w l dl (�• ID Lf �JIL NAME: ry))C-44-lel ,L /io V cQ ADDRESS: 1.3 05- J a_J i" ADDRESS: Q35-0 6/ec2 u i a2uJ-) Ay e m ca e Telephone Number: eo 31 ?al -5.3 20 Telephone Number: (a-?.f - 87a - Sr370 Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: Property Address / Location of Construction Work: x350 C1'e0,2vcQ,.0 4venue- S C T M #: 1000 ")0 JO a8.3 r J 7 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. ***p** FOR ENGINEERING DEPARTMENT USE ONLY **** Reviewed By 1 9 Ot u a iD Date: Approved- F] Additional Information Required: CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST v- DATE: -7 APPLICANT. (Property Owner,Design Professional) Agent,Contractor,Other) —7/ NAME: �e,u�t M 6,S C T M #: 1000 ?090,3 /0 °��,3 Telephone Number: District Section Block Lot S M C P -Plan Requirements. The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been providedi 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYESNNA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items. O If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 b. Total Site Acreage. 000 c. Existing-Natural & Man Made Features within 500 L.F. 77 44 of the Site Boundary as required by§236-17(C)(2). � 1 <17. W, d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. =0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0=© 9,Ic i de f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, W 96 ci a 0'u i902 !e S CL , driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming-Pool and discharge ring. 0 ® ®Ve Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 0� I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stoi mwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Diawings foi Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0� b Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e g.infiltration basins,swales,etc.) =0 FORM * SWCP Check List-TOS JAN 2014 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLIGA NAME: owgar- ort-Consuftani Contracto r Other(circle One) Property W (!f Dl rent than+Applica 1) 1vL� N V L Il��' QS a/ p r1/�1As n � �-f � dl Addrgss os- Ja Mtvke Le"t. 3w e� 11 i Address. W3 516 Q{@phona 72-6r3W Fax#. Telephone#. y -76 RAFax P. If1 E-shad OL&C `ICK G kn'SW • C 0,M E-Mail- Property Address: !(J `J` 66A y,� �vfLH O Brief Description of Construction Actmty,Proposed Structural BMPs,Soil t� S.C.T.M.M 1000 � g 3 Stabatization BMPs,Project Scope and/or Sequence of Construction Activity i Dhirld Sccb— Block Le! (Provide AddiGonel Peges as Neetleo) Name of Contractor andfor/rConlect Person Responsible for Implementation of SWPPP: cSA•�@�tis �-both, �`JJ I�v�� -�4��� j' o Sol Address: 'f✓�TRRcttS�!!�C,� -------------� f l - , I Telephone#; Fax# -��___. 5> Q>�_Y4�.• _[���C Name of Persons Responsible for j�allatbn&MdintenanceofErosionControlPractire- -�'______________ ___ _- �4.M u. Q�bJ V`Qi ----------------------------------- ._-......___ lv`J Address: - Telephone#: - Fax 0. ______________________-----_--__--_--_•---_--- E-Mail: --------------------------------------------- Total Area of All Total Area of Land Clearing Project Parcels. 'S•�• andlor Ground Disturbance -------------------------------_-__-____-___ (SF/A.—) (SF IA—) 1 Project Duration: Start End ---------------..--------__._-- ",_,..-...__�_..--..__ (Anticipated) s, Date. - /� Dale. / r.7 -' ' - -----.__-----..-..-.__--- ..--- -_._...____ (rkanbor d Cnkndortlays) WIII this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development? Yes No -------------------------------------------- If - ___---..__------------------------------- If YES:Please Answer theFoliowingl -------------.,_..__----._ _.. _ --...w_....._______ a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially impacted Waterbodios andlor Wetlands: Inspections will Occur and for What Period of Time 7 Yes No �� (¢ .�----------- c. - -- --c. Does the SWPPP Adequately Identify Ali Temporary Q I and/or Permanent Soil Stabalization Measures? Yes No _-_______-_- --- --------------' - ""' "" --- d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted waterbody:(eg-TMOL,303(d)Listed,Impaired-) e Does the SWPPP indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice ! Type of impacted Waterbody (eq.Lake.Creek,Bay,Pond,Sound,Freshwater Welland...) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold 7 STATF.OF NF.W YORK, Notary Public,State of NekAi York COUNTY OF...........................................SS No.01 BU6185050 Q�a�St d in Suffolk county*rLnu�t1, 4 That I .00 !4 / ... .......being duly sworn,deposes and sa}�(Name f of individual signing Document) Andthat he/she is the ......................................... .... .............................................................. (Owns,Cbritrado,AgeN:Corporate office,etcj Owner and/or representative of the 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 herewith. Sworn to before me this; (� '-� .............t.v. ...............da�of..�U°........ ..,20.a Notary Public: .. .1� ................. _....__._.._.._ rwP ..._. ............ &44.a;.4 ..... (Signat SWPPP Assessment FORM: 03-12 / b :)8�XYS L Io a L1 J U5t STREET 2 7 VILLAGE DISTRICT SUB. LOT zxrv1n e-kVUGLvr 2, IF/O/�RM Ryy'OW/N�E�R�,/�' �1',) �'}{��+' [t N E ACREAGE $ - viIi l � L.S ja4✓4���� ,�V• ' �/•I C�.t�i' � u��/�jhnso�► �uYs S W TYPE OF BUILDING ; RES. f(� SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS TAF QZ 160 P- ;:E0 SQ6'*gPW, QIVV-P�-ra if' /V 6 T I 3 0 0 3 (, o o �- 7 O6;Z 3,5 % 3- �-fT,`afA T, ,x�RPeV-'3® f o oZ 6 Q �( ✓ .S G/ 7` TD HA4-TS4f F /33 / 7 ,Z Ife r� GE -7i00 UILDING ND�T -- ��1�d -:2 FRONTAGE ON WATER 03� _-µ__ ,z t FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK L�z 10 43 Tillable, 3 q12 3 A j07u (e t+J l�j lug Uji 7 Woodland Swampland .�- 688 Brushland (PIRb ,q"�p oC'c� con oV1 e • er � � �/ ;,°� ��a� House Plot 9j/&)/ ` _� � �� y� - ob do )� ohl/- 6 z y2,9 I/-Joh k75617 1-6 6c1h r Total (() flyl6 O—L' I ZrJco�l (o7J3 —Sc�w�i'�z LI(1 , i TM # - )()0 --70 - )0- 2�',� TOWN OF SOUTHOLD PROPERTY RECORD CARD 'NER STREET VILLAGE DIST. SUB. LOT y0UM-oC Ieofvlew k,041 (o 5 - • - ACR. iZARK _ S� �Z(o U I�ID�� � Iob TYPE OF BLD. 11,31 1 53 d ' 31m- G s*.wcA, A)C, 6y-odul ��� PROP. C 2S S Z z L jz�Da ��� - sd � C--, LAND IMP. TOTAL - DATE � 66 FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL .;t;,- ii'Y3*() ;,��;';�i.; �xrs$� }�. �rj71"^ e mai'.�•r. :,%O^ u"'•'Si,w "ti t.f^,'"vF'"�;ug;:`3 ti,"+YTa. ,,fy 'V; a r - r 117 :'lW:i?1*,M`;x�•��ter;1 a�';rz��:.' _ �+F ' I � I f w I �S 1 C � -', - i I I . II -V11 M. Bldg. 'KZ-7 Foundation I Bath Extension Basement Floors w � X ~F�Zctensio 3X �� ,� �, �� ��� Ext. Walls Interior Finish "� ensu Extension �I X 2 = 3 50 Fire Place Heat — I 12 1C l4= I(PS Porch Roof Type 5c2� � A 14 X 1W 1I� �5 q� Porch Rooms 1st Floor , \ _ M� 't/ZQykr~tiy Rr X = 2�!fp y5 Patio Rooms 2nd Floor 2 6 Garage 2z 7-2- - I Driveway Dormer .t . :;.• • --- ISSIRM -IM Rug - - - {{ 1 r �u ' u E � em� �� s , 9k AA � $ �,� � _ '�"�µ tom@ � �'', d �r� � 8^: � `��'.�►^'f������-+�i"d`". 4rl is i 7`77,. ..• - S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 10 LOT(S):28.3 z z c Sn z W CL 8.7 a R YGIR - MC ROBCK �4 cznN MDN N `S 81"p 61. U�,'' FE EL 8. 6 f30 L+ EOCE OF PAVEMENT CL 5.9 fr G � ® '?0-S a 132.779 ® B EL 8.2 MON "55 ^� MON C� EL 8. C zo 3 W EL 7.0 _ EL 7.1 Cn TONE WALL EL 7.0 DRTiVEWAY 224' EL 5.9 n GARAGE : fs S 9 ` CV n W 8.2 fi T E'p4 S�fR Rf h�fMfA�R LOT COVERAGE: f r' Qr, s•�ego �S ` UPLAND AREA = 33,810 S.F. Aor 21 I EXISITNG HOUSE,DECKS & PORCH = 3,375 S.F. ft°' EXISITNG SHED = 85 S.F, u•e' EXISTING STONE/CONC WALKS.WALLS & CURBING = 422 S.F. y lug (Ma°��T TOTAL EXISITNG COVERAGE = 3.882 S.F or 11.5% 2 sir,raA,rE 20'�I n tL C 9 PROPOSED DECK & SPA = 590 S.F. or 1.7% FFL EL 10.9 I TOTAL PROPOSED COVERAGE 4,472 S.F. OR 13.2% EL 7.8 r•r' o EL 8.r .Doo Dca U.P. T� EL 7.8 r�s \\ EL 7.3 _ \ EL 8.3 oft 0 EL 55 C (v 10 0D RAIL FENCE 8-5.6 \ (0 8 EL 3.9 ar z by 3EL 3.4 \ � g OF ODE W EL 3.4 A VE ACTION EL 3.3 _ N'9843 48" W / Zp E ••>..� �REUNE .�\ L .1 7,��� N£Y, - (i�-= -= --- ---- -- _- ------ - -- .'xr i \ 2pN lay ZONE EL 3.2 \•\ ON`6Olgy0ARY r r 7.490- AS up. 'G • r r r r �Ac:r ��Jr cry re6.5 j�„ ••,, \\,�RTg '�. � 1"i .0. GOOSE rrrrr rrrrr �j�rrrrrrrrr� dJ° `��"� rrrrr � rrrr .� rrrrO,�Ol2f3g rrrrrrGOOSE CREEK- rrrrrrrA • r r r r r r r r r r r r r r r r r�,,a • r .� r r r r r r r r r r r r r r ��,a r r r r r r r r r r r►, rrrrrr ,� rrrr! rrrrrrrrrr! � rrrrrr .� rr! � rrrrr! r r r r! GUARD Ru& Bldg Dept Copy from ZBA r r r r! a � C4 Final revle MentsU ZBA File# / r r r m Date:/O • rrrr .� � � r ADD ELEVATIONS & LOT COVERAGE CALCULATIONS 05-02-13 ADD PROPOSED DECK & SPA 03-07-13 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL 16 6 AND OR DATA OBTAINED FROM OTHERS. N.G.V.D. 1929 AREA: 35,019.80 SQ.FT. or 0.80 ACRES ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MICHAEL H. LLOYD; MAP OF: FILED: , SITUATED AT: PINE NECK TOWN OF: SOUTHOLD - ` KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 1 2-1 18 DATE: SEPT. 21, 2012 +- PHONE (831)298-1588 FAX (81) 298-1588 9 FILE # SCALE: 1 -40 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Wo chuk S.C.T.M. NO. DISTRICT: ,000 SECTION: 70 BLOCK: 10 LOT(S):28.3 7 2 r � I N Z W CL 6.7 CT v/TFw &C aL". "� 6.4r CL 6.5�+ r1 A C ENU L s 81°'Os „ E Y .;CL 6. 0'PA mew CL 5.9 4 132.77, 4;. EL 6.2 "ON kofv EL 6. C� EL 7.0 EL 7.1 a t " i,' ,. 7011E wAu '.A IWWAr,.;';,,, O� 1 EL 7.0 1EMP-WDOD 4' K? i " :AND DECK °1.' :.,; ::, EL 5.9 r �/y��\J i ;ANDRANP.'-., T9•`5' IYnJ V_ fS1i,. l� EL a�,kAs I RECEIVED ,% ou 21 . JAN n 3 2017 R lo,�• ••, .....' :•.•.:• •:•..:.`'; OOF SPA ov ;:`'::``:.'':: �'s► `" t:; ZONING BOARD OF APP ... 33.4' 115 EL 7.6 EL 61- Bnpp DECK u.P,� EL 7.6 �3 EL 7.3 }} _ EL 6.3 N11) an 0 t'•� EL 5.5 Ctvl -O\ D RArr FENCE EL 5.6 Y 0 .6 0 Ci EL 3.9 ' 48 b! 3EL 3.4 ` j . • 8 I Bldg Dept copy from 2BA ""'t Final review d documents �E w EL 3.4 ^I " AC DON -4 . , ZBA File% �(® EL 3.3 iy - Date: ` � ' ` •, z' co A �2 fdlaall l�,o �� o � 0N`86!43 1 EL .t N $ 48 90 9 !!' 2ppyF X ! bo 1 - ZONe EL 3.2 r N 80.38.SqI;( r e \\ let4. �;j q r r r a ,Isr ti¢ ✓O so-- IV y4. r :-•��oa'�+S � U.P. 0 z .err•-- r ��.Q.� rr �'rrrrr� • � �� r�0 t ,3 •- rrrr�.•� rr .-� rrrrrrr .-0 � ''� rrr .•� r .•� � .-. � _. � rrrrrr .•- � GOOSE CREEK- rrrrrrrA • rr ,� �rrrrrrrr ,•� rrrr a • r r r•r .� r r r r r r r r r .� r � i. r r r r r r r r r r • rrr .� rrrr .� �+! � rrrrrrrrr! � rrrr! I � r UPDATE SURVEY 1 ' -22-16 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL ' 66 AND OR DATA OBTAINED FROM OTHERS. AREA: 35,019.80 zELEVATION DATUM: _ 3Q.FT. or 0.80 ACRES N C.V.D. 1929 ________________________ UNAUTHORIZED ALTERA 170N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE'ILAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON rIOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND '�) THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMEAal'IONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO M THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE ',,-STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBE~D PROPERTY CERTIFIED T0: MICHAEL H. LLOYD; MAP OF: j FILED: SITUATED AT: PINE N'-CK TOWN OF: SOUTHOLD ; KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, ki EW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 118 DATE: SEPT. 21 2012 PHONE (631)298-1588 FAX (631) 298-1588 FILE # SCALA: 1 =40 � N.YS. NO. 050882 maintaining the records of Robert J. Hennessy & Kei M. Noychuk U •1 S.C.T.M. NO. DISTRICT. 1000 SECTION: 70 BLOCK: 10 LOT(S):28.3 z 0 o z W Cj,EARVIEW � Becc. ecK A vEN MON N T TIT S 81 06'30" E -EDGE OF(J L1 ,�• 132.77' PA`'EMENr �.o I MON ~ MON � u �1 m 1 CC � C (O V= (0 I RSTWAY ?d.• S7,1\49.5' i- fi °ARAsf fi f S \ N 41' 41• Is'r9 6 I P Io2. u.e 4a Zlt / L .j o''S``TM. FwAMf K 2011'' Y/ 710 a i 7L. a ro+ 0a1. 315 _ M ocol " u P. —1As• 4 aM »• FR,Ii SNfO o07o A \O RAIL FENCE r♦EJ � C° O z � I` UMir ' O VE ACOq—q ti PIT,�5H'OREUNE •�• 'j.90' . ZQN f X r^ vl r r �2q,19' rl 4' r. _ 4Ssrro 4L r r R alar r w�L r r r r s s;Is'r ,Q, i��o�IV �¢" _kWp .yD up. a's0s 4— GOOSE rrrrr Gjtirrrrrrrrr � `��. • rrr .� r .5-� rrrrrrrrr20 �r12• •� � rrrrr .� rr .� rrrrrrr0.�,`I`9' rr ,--� rrr rrrrrrr`� rGOOSE CREEK—_- ,— -- A • rr rrr .� rrrrrrrrrrr �j� • r r r r r r r r r r r r .� r-- r r Xic�: r ,-� rrrrrrrrr! I rrr .--� rrrr rr! r r r r r! GUARD RAIL I/ �`Q� • r r r r r ADD PROPOSED DECK & SPA 03-07-13 THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL 166 AND OR DATA OBTAINED FROM OTHERS. AREA: 35,019.80 SQ.FT. or 0.80 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MICHAEL H. LLOYD; MAP OF: FILED: SITUATED AT: PINE NECK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Bos 3, Mattituck, New York, 11952 FILE # 12—1 18 " ' DATE: SEPT. 21, 2012 PHONE (831) 298-1588 FAX (831) 298-1588 SCALE: 1 =40 N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy S.C.T,M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 10 LOT(S):28.3 z z 0 � g z W CL 6.7 �a CLEARV�EW R ,CL 6. S 8106 X30 r9 CL 6.4+� Cap PUL"r AEft i 132.77, ENT CL 5.9 EL 6.2 Alft VON EL 6, CV EL 7.0 EL 7.1 �EwAr, EL 7.0 'TEMPORARY 4'VMD �' I '•'' WOOD DECK` ti, 'ti. r�r•, EL 5.9 AND RAMP 5,X49, EL �,r,, ;.'41' T�% Yt > 011TDOOR ow „'M1 fi'r'4C/+, ..i•';, ROOF Srp,?•,.,, •:, :.,c rSa SPA 9.9• ;;,; 3.3,4' FfRx70;;,,,,,, ,,, ,,,, WOOD OE a CL 10.j,.,,, EL 6.p WOOD DECK — ,� U.P. W EL 7.6 ' S.4• � EL7.3 _ EL 6.3 a EL 5.5 O MOOD R A C\1 � FENCE EL 5.6 0 0 � CC .6 0 O EL 3.9 4 3EL 3.4 WA EL 3.4 �E Acnor CV- _ , _ Z, ` EL 3.3 �� _ 1�1 _ _ N '96-043 48„ Ir , Z j..:-�Se�telME EL. .1 Cn r r r 4�r� ;✓%'�; ?ONf '�•, ► EL 3.2 r r r r ? Ne �¢. ' ^�\'b""Ws •�, U1. SAL w rr .--• rr Ej�rrrrr .--� rrr 6• ��� • rrr .-- r .5 rrrrrrrrr20 �r12• �i •� r—• rrrrr � � —� � � rrrrr .-- r'1 GOOSE CREEK— rr �. rrr ,—. a --- rrrrrr .•� rr .--� r .� r �+ rrr -► • rrrrrrrrrrrrrr .� rr a • rrrrrrrrrrrrrrrr�{,,a. � rrr .� rrrrrr- A r r r r r•r r r r r r! � rrrrrrrrr! � / D ` � rrrrr! c1�u � rrrr! JAN 1 3 2017 � rrrr ! rrrr )•.` �,, B1S M DING DEPT. r r r r r TOWN OF SOLTM®LD • r r r r r � r UPDATE SURVEY 12-22-16 TH£ WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL 166 AND OR DATA OBTAINED FROM OTHERS. AREA: 35,019.80 SQ.FT. or 0.80 ACRES ELEVATION DATUM: _N G V.D. 1929 ________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECT/ON 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEAR/NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LEND/NG /NST/TUT/ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MICHAEL H. LLOYD; MAP OF: FILED: SITUATED AT: PINE NECK TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ep , � P.O. Box 153 Aquebogue, New York 11931 1 2—1 1$ rr 1 PHONE (631)298-1588 FAX (631) 298-1588 FILE �/ SCALE: 1 =4O DATE: SEPT. 21 , 2O 2 N.Y.S. L/SC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Noychuk Y 0 w . m L___j,MWERR o----------------- ----------- 0 T � O oo oo 3 9 CD 5 `� . ilk Fy U� 1ST.FLOOR PLAN PROJECT NORTH SCALE 1/4"-1'-0' A-1 Bldg Dept copy from ZBA Final reviegy�d�Q�ments ZBA File�� � m r _ REVISIONS: t NEW EXIST 5-01/2" 10 A AS BUILT DECK 5'-01/2" 11'-0" io I -- ----------------------------- 1 —0" 9'-0f1 + - ' o --- --------------------- PROPOSED DECK ,;, 14"DIA.CONC.PIER (MATCH EX.DECKING) ; O�q,/"' , t Cy V /o Gs(- •� t✓a//, III Q 'J h ?1Y. i.Q SiL,D ::� � ui @16"OC / iu Q ' z :11C14 IIIN ' J E'T'1 d 10"DIA.CONC.PIER I'la ' = F� 3'BELOW GRADE(TYP.) 111aIx w t! ::, N / O "t ti s/ . 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I tr, _ W (3)2X10 ACQ -E- ; - r1 iC U) U NOTE: 1' 4" 5'-8" 3'-0" TV rn co `U U' PROVIDE HOT TUB WITH A SAFETY COVER WHICH COMPLIESN WITH ASTM F 1346,AS PER NYS CODE. ___ 10'-0" f 10'-0" W � 1 IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION ' 20'-0„ REQUIREMENTS AS PER N.Y.S.RESIDENTIAL CODE: r' ' +, 1 1).TO OF RAILING TO BE 48"(PAIN.)ABOVE GRADE. i O 2).BAULASTERS SHALL NOT ALLOW PASSAGE OF A 4"DIA. SPHERE. o ' 3).ACCESS GATES SHALL COMPLY WITH NYS CODE. ; ; �' ;, -� U 4).GATE TO BE SELF-CLOSING&SELF LATCHING i ' J �; I ' 5).DOORS ACCESSABLE TO DECK TO BE SELF-CLOSING& SELF-LATCHING. I ; I4� FOUNDAIJON PLAN lig SEP 18 1 N I SCALE: 1/4" = 1'-0' 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' PRIVACY FENCE Ai c ( UPPER DECK JOISTS � GIRDER aAlgld GRADE �, , �_Y .. .,f.",1 DRAWN: MH/M5 SCALE: 114"=1'-0" PIER J013#: September 16,2014 SHEET NUMBER: A_3 Gb+\ REVISIONS: p ""R 4 t 4 ED b,S 1, 0 Imo' rjATE:. l _ B.P. CO>v'I�L'� VdITH ALL CODES OF (2— NEW YORK STATE & TOWN CODES --i B,✓• AS REQUIRED AND CONDITIONS OF : :TI; 1 BUILD IfJG DEQ ART 1=FJT AT 1J-�I x`12 8 AM TO 4 PM FOR THE �^..�^�� SOUTHOLD TOWN ZBA -OLLOWING INSPECTIONS: -'� FOUNDAT!ON - TWO REQUIRED I „ . . FOR POUR ED CONCRETE A s9u: d� fiE u. , - AMINE � PLUMBING -- -- _ - -- --m ROUE'I FR �� - _ C� INSULATION -� _••�-� __...-__ .._...__._...._..-._-._....._.-_.awmnvr._...._...-_..«__....__._. >-_`_______.____...__.-_._,_._v®•m.s_..___.._..__.___.__......_._.,_...mmmv.___.-._.-.__.—_...-_.__..,...re�vurs _.__.___._,._-_..___..:.umu:.._—_...____..._...._._____ -'-_---•_-_ FINAL - CONSTRUCTION MUST BE COM71ETE FOR C.O. Air__ ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR R�QUIf Er�IGNTS OF THE CODES OF NE�v YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE �-- - IN STORM WATER RUNO . 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"!; s •#"' _ JOB#: 1 +' Febiva 28,2014 rY i .r. .,;,.. � •t� SHEET NUMBER: AIM PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ' MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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CONC.ti PIER PIER a = WH PIER • ' PIER � V �• ____�__� �' �'O sp i O SECTION B-B SECTION A-A N SCALE: 1/4" = 11-011 SCALE: 1/4" = 11-011 v 31 DRAWN: a. >' ` SCALE: 1/4"=1'-0" JOB#: February 28,2014 L I Li SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A®2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NEW EXIST )- 51-OV211 111-011 A 11'-0" I ;,--- ------------------------------ ---------------------- 0 � 14"DIA.CONC.PIER C) 1 I AS BUILT DECK "lo v QIIIry ^� illU ' z ------------------------ '' 111 � @16"OC illy 1 N Illi I 1 1�q, Ill - IIIN ' 1 N PROPOSED DECK I ,,, ,,,N ►�+ (MATCH EX.DECKING) ' , -- y. ' O 10"DIA.CONC.PIER T BELOW GRADE(TYP.) a 1 w III x nIQ 1 IIIN :::2 1 2 nix 1 / 2XR ACQ IIIN I 7 ' `/// @16110C Q , /,, n fit 111 I I O a,.l ' a z - i=C =(2)2X10 ACQ© O [...I 11 4'-0" 1 — 1 1 O Cu A w o o, O CD �o r pc I ; 1 00 i I 1 1 1 0 101-01' 41-011 0 10'-0" 4'-0" ; 6'-0" ' I 1 (z)2X10 ACQ 4 O O C1` 135 N I ,A�Q. ------------ 1 1 BENCH (MATCH EXISTING) ------'-----" --'- W d- Q' 1 1 1 1 1 I I I O 1 1 1 1 I7�10 FTi 1 , 1 I M•Ly I 1 1 a 1 I I 1 d 1 PROPOSED DECK 4 a O (MATCH EX.DECKING} o 10"DIA.CONC.PIER ^� U V] CD _ ' --_-- (2)2X10ACQ --- -- - ---3'BEL ==========W GRADE ) ---- I 1 1 --------------=====:---- == -- ===---------------- -------- -- -------------- Q O i u -----------------------�� - --- --- 2 N (2)2X10 ACQ © M 1 1 1 1 / 1 1 I I T 1•{l B HOT TUB •----- B'x6' DW a�: HOT TUB ;�a o INSTALL PER MANUFACTURER ____ ; d I; INSTALL ON PAD PER ;)4 mit MFGRS.INSTRUCTIONS ��X O i 1 1 r 1 i 0 O N 1 N t 1 1 I 1 M u 1 1 I _-_-_-_-_ _--_ ia -_ _ (z)2x10 AcQ__ -_--__-- x2'-4" X� ------------------------ _ _-__--------_- _�-�--�� g,-0„ 9,-6„ 1 —c p x o 201-011 II �" wx 20'-0" 0) 10 bo �, � II o u CA II _ I �n U cin rn 00 . NOTE: LTI I v PROVIDE HOT TUB WITH A SAFETY COVER WHICH COMPLIES W G WITH ASTM F 1346,AS PER NYS CODE. ti IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION REQUIREMENTS AS PER N.Y.S.RESIDENTIAL CODE: 1).TO OF RAILING TO BE 48"(MIN.)ABOVE GRADE. W 2).BAULASTERS SHALL NOT ALLOW PASSAGE OF A 4"DIA. SPHERE. ' ' V 1 � 1 � I 3).ACCESS GATES SHALL COMPLY WITH NYS CODE. ' ' O 4).GATE TO BE SELF-CLOSING&SELF LATCHING 4; Q i ° FOUNDATION PLAN- SELF-LATCHING.5).DOORS ACCESSABLE TO DECK TO BESELF-CLOSING& ; o ; 1' ° ' ' SCALE: 1/4" = V-0' v 1ST. FLOOR PLAN U) SCALE: 1/4" = V-0' DRAWN: MH 1 MS SCALE: 1/4"-11-0" r �► '`? JOB#: February 28,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. \X/IND LOAD P CONNECTION AND USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. DETAIL DR A\WV FOLLOW MANUFACTUR ' N G� E S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. T4" DIA. MAXIMUM 4"DIA. MAXIMUM GIRDER/HEADER POST Z o o _z M POST/COLUMN r M , v " M 12"x12"X12" s CONCRETE FOOTING • •" I L" A V F V y A V y STAIR�NG DECK/PORCH RAILING DECK POST FTGCONNECTION POST-TO- LOCATION USP NUMBER DESCRIPTION GIRDER/HEADER CONNECTIONAPPLICATION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING MINIMUM USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH F NISPACE OOTtNG HANDRAILS POST GIRDER GIRDER/HEADER o � BALUSTERS RIM/DECK JOIST 0 POST/COLUMN w OPEN BALUSTER ATTACHED TO WALL o .; �• CONCRETE PIER •A HANDRAIL CONNECTION '• a• ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH •. ,' •• OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN POST. DECK CONNECTION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND N HEA GIRDE - PROVIDE AN EQUIVALENT GRIPPING SURFACE NUTS RTO POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLIC(2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND GIRDER/HEADER LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW STAIR TREAD 2- 1/2" DIA. LAG BOLTS W/WASHERS UNDISTURBED SOIL CONNECTED TO BLD " LAY PLASTIC BASE DIRECTLY ON RIM BOARD POST/COLUMN o ° G. @32OC UNDISTURBED SOIL(ORGANICS REMOVED) STRINGER o ° LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FLOOR FRAMING I FILL AS PER MANUFACTURES' INSTRUCTIONS 2x JOISTS POST- BLOCKING FOR =III=III=III=III-III=III III=III=III=11 TO-GIRDER/HEADER CONNECTION JOIST HANGER LOCATION LAG BOLTS .4 • D USP NUMBER DESCRIPTION APPLICATION 4x4 SOLID COLUMN PBS 44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RIM JOIST,/BD. STRINGER TO DECK/PORCH CONNECTION 6x6SOLIDCOLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN o HOLLOW COLUMN SIMPSON STRRI/Zo H.C. ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL DECICfPORCH LEDGER CONNECTION LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE //I,I. . . fRACFIT E TUBE 1UCTION TUBE AND PLUMB AS PER MANUFACTURES'INSTRUCTIONS I WOOD 10l =111=11 -11_ WOOD III=III III_III-III;11111=III ,111►I�111-11 JOIST JOIST GIRDER/HEADER BLOCKING WOOD JOIST CONC, PIER FOOTING GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORM WOOD GIRDER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS FLUSH JOISTS WITH HEADERMLR-D—ER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT THE PROPER STEEL CONNECTOR, ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPO IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS SPLICED JOISTS OVER HEADER/GIRDER SPLICED JOISTS OVER HEADE /c'IRDER RT TO ALLOW FOR SHRINKAGE. LOCATION USP NUMBER DESCRIPTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ER 5495 AND SUBJECT TO THE CONDITIONS THEREIN. JOIST TO GIRDER/HEADER APPLICATION USE WITH RT10 TYDOWN ANCHORS RT10 T1'DOWN ANCHOR CONNECT TO EACH JOIST DECK& PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. }. Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. NAILING SCHEDULE Girders on concrete piers shall be anchored with proper steel connectors anchored JOINT DESCRIPTION NAIL NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. QTY. SPACING NOTES CLIMATIC&GEOGRAPHIC DESIGN CRITERIA JOIST TO: PER Use Posts supporting girders shall a anchored to a 12"xs2ers a thick concrete footing. SILL,TOP PLATE OR GIRDER 4-8d COMMO TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall GROUN WIND SEISMIC JOIST NAIL SNOW SPEED DESIGN WEATHERIN LRINOE TERMITE DECAY WINTER ICESHIELD BRIDGING EACH e 4 ft. below grade. TO JOIST 2-8d COMMO TOE LOAD (MPH) CATEGORY DESIGN UNDERLAYMENT FLOOD END NAIL 4). Deck joists to have blocking at 8'0 o.c.. DEPTH TEMP. REQUIRED HAZARDS BLOCKING EACH TO JOIST 2 -8d COMMO TOE 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO END NAIL 5). A minimum of 10 inch flashing shall be installed between the building and ledger. TO HEAVY MODERATE 11 NONE BLOCKING TO: EACH Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts - SILL OR TOP PLATE 3 - 16d COMMO TOE at 16"o.c. BLOCK NAIL LEDGER STRIP EACH TO BEAM 3- 16d COMMO FACE Concrete piers shall be a minimum 6"above grade. JOIST NAIL JOIST ON LEDGER PER 7).All joists to be supported with hangers and anhors. Each Joist shall also be anchored TO BEAM 3 8d COMMO TOE JOIST NAIL c to girder(s). BAND JOIST PER TO JOIST 3- 16d COMMO END 8). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal JOIST NAIL for any contact with ACQ. BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMO FOOT TOE NAIL PAINTER AND PAINT ALL NTAIN CONTRACT MANUFACO RER'SEWARRANTY AND DOOR BDiNSPO TEDI TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING OR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL SHALL CT GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPAR AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FRC REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. I 4" DIA. MAXIMUM 4"DIA. MAXIMUM POST GIRDER/HEADER 0 Z_ :o r "' POST/COLUMN V12N12N12"CONCRETE FOOTING t w v DECK POST FTG, CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION H POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING O STAIR RAILING USE MIN. (2) 1/2"DIA. GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ►� z rr ll o?j 1-1/2"SPACE V MINIMUM [—r W I� HANDRAILS W z GIRDER U POST � Q P--q � GIRDER/HEADER c O O ''> • z POST/COLUMN w BALUSTERS RIWDECKJOISTf I CONCRETE PIER o a O � o '>'� W OPEN BALUSTER ATTACHED TO WALL •" Y Q > HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDEWHEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER W TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW > Z UNDISTURBED SOIL 2-1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED)LEVEL W BASE a STAIR TREAD o o FIT CONSTRUCTION TUBE AND PLUMB E, POST/COLUMN BRACE TUBE O Q �D RIM BOARD o o //''I'1`� FILL AS PER MANUFACTURES' INSTRUCTIONS U O STRINGER FLOOR FRAMING 2x JOISTS 111=1�I=III= — =III=III= III-III_III_III-III_III_III-III_III-11 � BLOCKING FOR JOIST HANGER POST-TCI-GIRDER/HEADER CONNECTION LAG BOLTS •p • p 0 LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. °, ' e 4x4 SOLID COLUMN PBS44/PESE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION GRAVEL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE N FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE x ,�,• •1`� FILL AS PER MANUFACTURES' INSTRUCTIONS a°a o LO III_III'III-III_III-III_III_III_III-11 `� °' 00 a WOOD JOIST WOOD JOIST JOIST U-) U I~ v r� BLOCKING CONIC. PIER FOOTING � `° GIRDER HEADER BIGFOOT SYSTEMS FOOTING FORM N W / IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN G WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH JOISTS WITH HEADERJGIRDER ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT W SPLICED JOISTS OVER HEADER/GIRDER ER 5495 AND SUBJECT TO THE CONDITIONS THEREIN. F.i ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANDU THE PROPER STEEL CONNECTOR. U IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATIONUSP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS O TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST tn N H DECK& PORCH NOTES: NAILING SCHEDULE 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL Q All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: PER TOE U 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4 8d COMMONU Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC &GEOGRAPHIC DESIGN CRITERIA BRIDGING 2 - 8d COMMON EACH TOE GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE R Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE REQUIRED NT HAZARDS TO JOIST 2 - 8d COMMON END NAIL be 4 ft. below grade. LOAD (MPH) CATEGORY DEPTH TEMP, EQUUIRED BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3 -16d COMMO 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL 4). Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE ". + LEDGER STRIP EACH FACEC� m, .. 3 -16d COMMONr . 5). A minimum of 10 inch Flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL '- Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE . TO BEAM JOIST NAIL '; at 16"o.c. 3 8d COMMON P g BAND JOIST PER END ,_ #" ` 6). Concrete piers shall be a minimum 6 above rade. 3-16d COMMON + .' >'. y DRAWN: MH/MS TO JOIST JOIST NAIL _.,W,,. ,�� SCALE: 1/4"=1'-0" 7}. All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER . -' p to girder(s). SILL OR TOP PLATE 2-16d COMM FOOT TOE NAIL r. 4?'`. JOB#: °t February 28,2014 8). Use sim son hangers and anchors with Z-MAX tri le protective coating orequal SHEET NIJMBER: for any contact with ACQ. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A04 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.