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HomeMy WebLinkAbout39140-ZNo: 37277 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 74605 Route 25, Greenport, SCTM #: 473889 Sec/Block/Lot: 45.4-5.1 Date: 1/8/2015 1/8/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2014 pursuant to which Building Permit No. 39140 dated 8/28/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING RESIDENCE/BUSINESS PER ZBA DECISION #6755 DATED 06-19-2014 AS APPLIED FOR The certificate is issued to Voneif� William & Voneiff, Kristin (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39140 01-05-2015 11-7 v /1110riz d Signature (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39140 Date: 8/28/2014 Permission is hereby granted to: Voneiff, William & Voneiff, Kristin 74605 Route 25 Greenport. NY 11944 To: Additions/Alterations to an existing business building/residence as applied for per ZBA. At premises located at: 74605 Route 25, Greenpc SCTM # 473889 Sec/Block/Lot # 45.4-5.1 Pursuant to application dated 7/8/2014 and approved by the Building Inspector. To expire on 2/27/2016. Fees: COMMERCIAL ADDITION/ALTERATION $690.80 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT �gUFFO(�. y TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39140 Date: 8/28/2014 Permission is hereby granted to: Voneiff, William & Voneiff, Kristin 74605 Route 25 Greenport. NY 11944 To: Additions/Alterations to an existing business building/residence as applied for per ZBA. At premises located at: 74605 Route 25, Greenpc SCTM # 473889 Sec/Block/Lot # 45.4-5.1 Pursuant to application dated 7/8/2014 and approved by the Building Inspector. To expire on 2/27/2016. Fees: COMMERCIAL ADDITION/ALTERATION $690.80 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]j Date. New Construction: Old or Pre-existing Building: (check one) Location of Proper 0 MA, 1 n Ho �No. Street Hamlei Owner or Owners of Property �(� ►�1 (`—� Suffolk County Tax Map No 1000, Section r, Block Lot CJ ! J Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant &gnat re Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 rogerm hert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bill & Kris Voneiff Address: 74605 Main Rd . (Rt 25) City: Greenport St: NY Zip: 11944 Building Permit #: 39140 Section: 45 Block: 4 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 -me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat oil Duplec Recpt 38 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt 2 Recessed Fixtures 70 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 17 Twist Lock Exit Fixtures 1 TVSS Other Equipment: 1-GFCI circuit breaker, 8 -ARC fault circuit breakers, 1-60a disconnect-com presser 1-30a disconnect, 1-100a disconnect Notes: Inspector Signature: Date: Jan 5 2015 81 -Cert Electrical Compliance Form.xis r4f s 0 cou TOWN OF SOUTHOLD BUILDING DEIPM 7654802 ..INSPECTION.;,.' /IFOUNDATION. I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ]-CAULKING REMARKS: -DATE—, NSPECTOR s 0 TOWWOF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION" [ ]FOUNDATION IST ROUGH PLUMBING [ 2ND INSULATION =DATION NG / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING DATE- -INSPECTOR- OF SO(/j�olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTORV���_� rjf so TOWN OF-SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING� FIREPLACE & CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION [ I "6GH PLUMBING [��INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION EL ICAL (FINAL) AOLKING DATE- I'L444` -INSPECTOR-,-'� I L I t. 37.r OF so G • �Q L - W T-71 :TOWN OF SOOT 7 NG DEPT: 765-1802 11115 TION' [ ]FOUNDATION IST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND[ ] 1 TION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE &CHIMNEY [ -] FIRE SAFETY INSPECTION I I FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL. (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE INSPECTOR rjf so 3 ? 140 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION'' FOUNDATION IST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE4 CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY- INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATELEZZZ11/4 -INSPECTOR D G� Mum ' TOWN, OF-SOUTHOLD BUILDING DEPT., - 765 -1802 INSPECTION'. [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION L] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � �� INSPECTOR 2 TO'9 N OF SOUTHOLD BUILDING DEPARTMENT TnWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO.�� (� Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. trustees 'lood Permit Storm -Water Assessment Form vlail to: P 'hone: Date JV 2 , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning,amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder, Tie 5fevu r Name of owner of premises (k) i 10'L M, of h h Voyi �( (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which House Number Street County Tax Map No. 1000 Subdivision will be done: rev► Hamlet Section Block Lot Filed Map No. Lot ,6-1 ,2. State existing use and occupancy of premises and ' tended use and occupancy of proposed construction: a. Existing use and occupancy S 1 Yl�j to 6t wi I k1 V_.e Sl o) � OCl , of 3 b. Intended use and occupancy SR,aAX, W / Q'Lal -b 0', Nature of work (check which applicable): New Building Addition C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0D! &z5pD 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. wt l Lt4 5) nt�.sS 7, Dimensions of existing structures, if any: Front 65-11 Rear :9 a Depth (o Height `f + I 0 Number of Stories / z Dimensions of same structure with alterations or additions: Front 3 // Rear as Depth /P a '_ IP Height a y'- / 0 Number of Stories G Y2 8. Dimensions of entire new construction: Front Rear Va - 5 Depth C/ -�� - y Height Number of Stories c 9. Size of lot: Front /00-'o Rear 6-0, 0 Depth 39 3 - /S � �3 V & - 63 1.0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 5 15 &CZ 't 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO ill excess fill be removed from premises? YES NO 14. Names of Owner of premises V 00 el Address CW&_A , 0A --t Phone No. Name of Architect e eK--l�5ki Address Phone No Name of Contractor Il) t�!V-) W Address Ak w -k— Phone No. 15 a..Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �U * 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 N * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) oa y l (m I r )W —/'t K being duly sworn, deposes and says that (s)he is the applicant (Name of individlial signing ntract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the, �Q Sl /l.Q�►'� No. 01BU6185050 Quatfflad in Suffolk County (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14, 2 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 l day of 20 Notary Public igna re f Applicant PO'WN OF SOUTHOLD 3UILDING DEPARTMENT, CONN HALL 3OUTHOLD, NY 11971 CEL: (631) 765-1802 FAX: (631) 765-9502 3outho1dTown:NorthFor1Lnet Examined , 20 Approved , 20 Disapproved a/c 71�y//7 Ex ��G ID BUILDING PERMIT APPLICATION CHECKLIST `'Do you.have•.or'need the; following,tbefore applying? _ Board�ofHealfih 4 sets of Building Plans Tlanning:Bbard approval Survey ,PER -MIT NO. t Check. " °�,.. Sep0p-Fprrn N.Y.S.D.E.C. Trustees ;._ Flood Pernut...-- APPR���� Storm Water Assessment Form' _x. Contacf _-....a�... Mail to. Vl rii/I Phone: �. :j'r'� ?,T APR . 11 2014' ; APPLICATION FOR BUILDING PERMIT :DEPT. iDateLt:RLD:G THOLoINSTRUCTIONS A a. This application MUST be coin letel filled in b typewriter pp p y y typ er or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. C. The work covered by this application may not`be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue.a Building Permit to the applicant. Such a permit shall be kept on the premises available for irispectioii'throughoiit'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 O.ccupancy.- 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 l 8 months from, such bate: If no zoning_amendrnents or other: regulatons'affecting ,the property have been enacted 1m1he:iiiterun, the Building Inspector:`rnay.authorize, in writing, the extension ofXtheipefrn bforwa addition six months. Thereafter,.a new permit shall be required,.. ,.= r: 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, Ne,•w,York, and,.other app s, Ordinances; or Regulations, for the construction of buildings, additions, for alter-attens orfor removabor,demolition as herein descrabed:.,The applicant agrees to comply with all applied �bte laws, ordmances,,buildiiig code,ihousing codeand regulations, and tp admit authorized inspectors on premises and in building for necessary'mspections (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, eleetrician; 2: , , State ekigtirig:use and: occupancy..of premises and inten ed use and occupancy of proposed construction: -- a. Existing use and, occupancy S rYnA res`Je Aceh);I ne- b. Intended use and occupancy 3.. Nature of work (check which -applicable)- New Building :Additi'on Alteration ,11�. Repair .RemovalDemolition Other Work 4. Estimated Cost (Description) Fee (To be paid orr f ling 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. .. 9 ' rJ SiIL�SS 7. Dimensions of exist'ng structures, if any: Front 60 5' - 11 Rear o? - Depth rr'v� Height a d _ a Number of Stories__ Dimensions of same structure with alterati- `-ps-or', dations: Front % r- Rear �a 5 Depth_ (,gd 69 i r Height o9 - a!I,, umber of Stories7 2L 8. Dimensions of entire new construction: Front 3�� JS Rear aa. S ti Depth �- (o a rre� Height _ 620- Z(� : -`:Number of Stories_ 9. Size of lot: Front 4Rear 50 - 0 Depth 39 10. Date of Purchase Name of Formef0wner- 11. Zone or use district in which premises are situated c777;,)F ,i. 12. Does proposed construction violate any zoning law, oxdiiiance 'or regulation? IyEs _ . x NO 13. Will lot be re -graded? YES . NO ill excess fill be removed from premises? YES 14. Names.ofOwner of premises;,.Q;L: Addie s rr1n : �:1, ,.. ".Phorie'No, x. Name of Architect ;fi z:) ,k • s, �...Address., . G1-- -�Phone No Name of Contractor gj P -w I,t J Address Alhone No. 15 a. Is this'property within' 100 feet of a tidal wetlarid'or a freshwater wetland? *YES' * IF YES; SOUTHOLD TOWN` TRUSTEESD.trtAERMITS MAY QUIREIj:. b. Is this property within 3'00'to6t of a tidal` * IF YES, D.E.C: PERMITS MAY BE REQUIRED: 16. Provide survey, to scale; with accurate foundation plan and di s an 'es to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES No * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing co tract) above named, (S)He is the tiJ :D. BUNCH state of Now York -(Contractor, Agent, Corporate Officer, etc.) No. 01 Qualified in Suffolk County 23 I Commission Expires April 14; 2b 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 be and that the work will: be. ; performed in the manner set forth in the application filed therewith. Sworn to efore me this G day of ) I 20 Notary Public Sign re o Ap licant ILI FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 24, 2014 TO: Von Eiff 74605 Main Road Greenport, NY 11944 Please take notice that your application dated April 11, 2014 For permit for additions and alterations to an existing business building at Location of property: 74605 Main Road, Greenport, NY County Tax Map No. 1000 - Section 45 Block 4 Lot 51 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XI Section 280-49 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Pursuant to bulk schedule, a minimum single side yard setback of 25 feet is required. further review by the Southold Town Building Department. CC: file, Z.B.A. may require FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 24, 2014 AMENDED: April 29, 2014 TO: Von Eiff 74605 Main Road Greenport, NY 11944 Please take notice that your application dated April 11, 2014 For permit for additions and alterations to an existing business building at Location of property: 74605 Main Road, Greenport, NY County Tax Map No. 1000 - Section 45 Block 4 Lot 51 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XI Section 280-49 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Pursuant to bulk schedule, a minimum single side yard setback of 25 feet is required. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS G" * Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider �. DEPT �II1D http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 DELIBERATIONS AND DETERMINATION MEETING OF JUNE 19, 2014 ZBA ILE #_6755'" NAM OF APPLICANT: William and Kristen Von Eiff SCTM#1000-45-4-5.1 PROPERTY LOCATION: 74605 Main Road (aka NY State Route 25), Greenport, 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 May 16, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a 23,396 square foot lot located in a B District. The lot runs 100 feet along the Main Road (S.R. 25). The lot runs 306.59 feet on the East Side, 50 feet on the North side, and 325.51 feet on the West side. The property is improved with a 1 '/2 story brick building, a garage, and a play house. All is shown on a survey by John T. Metzger L.L.S. dated March 18, 2014 and updated April 9, 2014. BASIS OF APPLICATION: Request for Variance from Article IX Section 280-49 (Bulk Schedule) and the Building Inspector's April 24, 2014 Notice of Disapproval based on an application for building permit to construct additions and alterations to an existing business building, at; 1) less than the code required side yard setback of 25 feet. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to an existing building with a side yard setback at +/- 3.9 feet. ADDITIONAL INFORMATION: During the hearing testimony was taken that the applicant plans on raising the ridge on the roof of the work shop 4 feet to a height of 22 feet 6 inches. The higher ridge will provide the applicant with more storage space. The Zoning Board requested comments from the Planning Board, and in a memo dated June 3, 2014, the Planning Board stated, "since the existing footprint of the building is not increasing, they generally have no objection". FINDINGS OF FACT/ REASONS FOR BOARD ACTION: a Page 2 of 3 — June 19, 2014 ZBA#6755 — VonEiff SCTM# 1000-45-4-5.1 The Zoning Board of Appeals held a public hearing on this application on June 5, 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 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. The neighborhood consists of residential and commercial buildings. The existing work shop is in its current location. The raising of the work shop's existing roof ridge will not increase the existing non -conformity. The new height of the work shop's roof ridge is lower than the roof ridge on other parts of the existing building. 2. Town Law X267-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 because the side yard setback is existing and the proposed additions and alterations will not change the foot print of the existing building. The existing non -conforming side yard setback causes any proposed additions and alterations to require an area variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 84% relief from the code. However, the alteration of the roof line will not change the nonconformity of the existing structure. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and gutters. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a higher ceiling in the work shop 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 Dantes, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, and shown on the survey by John T. Metzger L.L.S. dated March 18, 2014 and last updated April 9, 2014 and Architectural plans prepared by Nancy Dwyer Design Consulting Inc. pages 1-6 and dated April 9, 2014. 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. 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. 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. Page 3 of 3 — June 19, 2014 ZBA#6755 — VonEiff SCTM# 100D-45-4-5.1 Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing (p /2014 _f Scott A. Russell SUPERVIS®R� \I�A(G 1EMUE-NIF M[A SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road- SOUTHOLD, NEW YORK 11971 Town of So u th o l d FJUL 10 2014 CHAPTER 236 - STORMWATER MANAGEMENT -WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOLES TIUS PROJECT ENVO]LVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) 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. ❑ M C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®[P D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ PE. Site preparation within the .one -hundred -year f loodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square . `. r ore unless prior approval of a Stormwater Management f eet o m p pp g Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. _.._........_.....--------....__.__ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: a.Vl W be nmgn/ei ) Contact Information: ' / /� �� Crdeplione Numhcr Property Address / Location of Construction Work: FORM # SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: District S ction Block Lot � x,x FOR BUILDING DEPARTI ENT USE O�NL} Reviewed By: (S/ r Date: 9 ------------ ❑Approved for processing Building Permit_ Stormwater Management Control Plan Not Required. i Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: } 1 �� 1k� 51 / 1—Pd.1 y7 �� 7-3 Sig Telephone Number. S.C.T.M. # 1000 — t i ( 5 Section Block Lot bOSUFFQ�16 g �l CHAPTER `1,3.6 Stormwater Management Control Plan CHECK LIST S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application. * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Date: Q (� 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST show all of the following items: YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®00 b. Total Site Acreage. 0� c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-17(C)(2). EROSION & SEDIMENT CONTROLS Shn1I include but not be limited to: d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. Construction Entrance, e. Limits of Clearing & Area of Proposed Land Disturbance. ESCI== Wirle Backed Silt Fencring.,stabilization & f. Existing & Proposed Contours of the Site (Minimum 2' Intervals) ��inactiveSeeding of exposed and/or sails- g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. ®�� h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. DRAINAGE INSPECTIONS Contact TOS Engineering I. Location of proposed Swimming Pool and discharge ring. 00® Backfill j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 00© FK 0 Un– th tas een �• 1:� 1. Location of proposed concrete washout area(s). =1= PCI M. Location of all proposed erosion & sediment control measures. EXJ0 ! 2. Stormwater Management Control Plan must include Calculations showing that the stormwater 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. I U ®0� BLDG. DEPT. APPROVAL OF S R TOWN OF SOU I CONTROL Date: y 3. Details,& Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.. infiltration basins, swales, etc.) 00 d# . 00� �00 ****FOR ENGINEERI G D PART E ONLY **** Reviewed & Approved By: Date: �% Additional Information is Required. Stormwater Management Control Plan is Not Complete. ——————————————————————— Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. FORM * SWCP �eeck List - TOS MAY 2014 APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) $,C,T,M, *; 1000 •--• —'.— y Sl �ps CHAPTER 236 Stormwater Management Control Plan j n I�/lt/ 4 CHECK LIST S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application. NAME: 4-0-1 Ynne section rock Lot 14 O � -51 Date: !� % GO1 * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by 4 nal a ety% s _ the following Checklist! 1. A Site Plan drawn.to scale Not Less that 60' to the inch MUST If You Ianswered No or NA to any Item, Please Provide Justification Here! � NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries i77 , b, Total Site Acreage. c, Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-I7(Cu2), d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water., e, Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2' lntervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). m, Location of all proposed erosion & sediment control measures. Wr 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (21lnch rainfall / storm event. 3. Details & Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: HZ'S Ali L 1VL a. Erosion & Sediment Controls, U � e e b. Construction Entrance & Site Access. 7G c. Inlet Drainage Structures (e.g. catch basins, trench drains, etch t d. Leaching Structures (e.. infiltration basins, swales, etc.) I tJ1Z ENGINEERING DEPARTMENT USE ONLY **** Reviewed & Approved By: Date: FORM * SWCP Check List - TOS MAY 2014 Additional Information is Required. Stormwater Management Control Plan is Not Complete. ` Stormwater Management Control Plan is Complete. -MCP has been approved by the Engineering Department. artment. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roner.richertc tOWn.s0utltOld.nV.us BUILDING DEPARTMENT TOV#7N OF S.OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Voyy Date: /0_ .0-/y Company Name: P;—�n�uA-L✓�sr Name: License No.: 3 YD c) i --- -1-1 U' &ATS IPLO 550-rlfo Phone No.: f7 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: : *Phone No.: Permit No.: Tax Map District: 76 5-- 9 Y),, 1000 Section:. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: M(Ac ( CV1viC /c1'f4L tRc��.ta irA-�.d.o Lot: Z-5 , / (Please CircleAllThat Apply) .*Is job ready for inspection: YES/ NO Rough in Final *Do you need a Temp Certificate: YES I NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form C' BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider October 3, 2014 William VonEiff 74605 Main Road Greenport, NY 11944 RE: ZBA#6755 Dear Mr. VonEiff- 39/g0) http://southoldtown.northfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 n F., 7 2014 BLDG. DEPT. TOWN OF SOUTHOLD I have reviewed your letter dated October 1, 2014 requesting a de minimus determination in the above referenced ZBA decision. Your proposal to raise the plate height to 8 feet from the original- granted riginalgranted height of 7 feet is shown on the following documents which you submitted with your request: drawings dated 4-9-2014 labelled elevations page 1 and building sections page 5 prepared by Nancy Dwyer, Design Consulting, Inc. Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. S' rely, r? Leslie Kanes sman �G� Chairperson/Dept. Head V CC: Michael Verity, Chief Building Inspector 74605 Main Road Greenport, NY 11944 October 1, 2014 Zoning Board of Appeals Town of Southold PO Box 1179 Southold, NY 11971 To the Zoning Board of Appeals: I( RFCEIVED OCT I N14 BOARD OF APPEALS On the second level, we would like to raise the 7ft. plate height to an 8ft. plate height to gain additional storage head room. This will raise the overall dimensions by one foot to a total height of 23 feet 6 inches. This alteration is de minimis in nature and does not increase the degree of nonconformity. Sincere G� William and Kristin Von Eiff M C n O VILLAGE .OF GREENPORT S89040'40nE 50.00' _X—X—X—XIX nSTEEL ROD FE 4. B'S FE•COR. 0/L E - W. FE 0/L. 0.6'S 0 1 0 0 x z ' m - x FE -COR' 1 8'E. SURVEY OF PROPERTY NEAR THE VILLAGE OF GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-45-04-5.1 SCALE: 1'= 30' MARCH 18, 2014 April 9, 2014 (LOT COVERAGE) MAY 14, 2014 (REVISIONS) RECEIVED JUN -4 2014 BOARD OF APPEALS i 3.9, 1 PLAY I 14.5' HSE• I O 18.8' DECK m U 0 N N 01 �. � I m I 18.8' a rn= m z I CONC. T, N m rn n l a I m• � a I o LOT"CO'VERAGE _= -HOUSE`-- 2701- 1 FE -COR -1 DECKS - 1057 sq.fl. 1 71W• GARAGE - 498 sq.fl. pgCKToEE MOVES EL,�9.5 42 _ter• 396 421586% sq.ft. DECK 5;9, einai review d documents 19.6' Zgp File # Ei-•� 22.5' " � pate: I • STEP � � � �� N/ n T (/� A, x.11 N PECK W a p BLDNG• • � � , _ � — Y gR1CK 25.2' 1/Z STO g�!\L01NG g' 3 w. EL 019.7 & C,ONC F•FiR.9.9' 019.8 EL021.1'� 35.4 END, FE' END FE. F•F�', �. i� 2.0 E•' 1.1'W. S.ToCy, Df- FE' 27.8 �1 ELECT. METERS 643 GPTE ;�,,,:;-- w END FE. Ei 019.9' I11 FE COR' CP/NO\PY Ac�PNPLT ---__ POLE LARGE CONC. ONC oH.Ns 100,00' ` FILLED PIPE 25) nR. POLE S7 7.53'30 W D �S• - ROA MAIN AREA= 23,396 SO. FT. ELEVA77ONS ARE REFERENCED TO AN ASSUMED DATUM. ANY ALTERATION OR ADDMON TO THIS. SURVEY IS A VIOLATION OF SECTION 720POF 7HE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77FICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I 1r At/'I .4tnCI0 1 PECONI C SURVEYORS, P. C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 14-027 VILLAGE OF GREENRORT S89'40'40"E 50.00' _X---X=X— - sTial ft, w oft E -w. s SURVEY VEY Off" PROPERTY NZAR- ME MICA+ OF GREE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1090-46-04-1 1' SCALE = ' . MARCH 18. 2014 AprPI 9i 2014 d.O.T COVERAGE) I V) x tCt I' "' t.eE• ' Ir � 3.91 1 0 • 4SE c 18• DECK N 9 ONl � 4�? w > D. g x A 777p000 ZI CONC• N . p _ : LOT'COVERAGE HOUSE,.- : 2701 `t.coR•I DECKS:'. _ t•rW• - GARACT= Eyffi49.g' 42W23396 18% U'0' a -,s 9-e 92.5 J Pta DEQ 29.5 gWWNG 1.9� 0 28.2' 9•,� 1,12 5Y 9V3kkp NC c �y.19.7 WJAC• END FE. F 8,�/ 1•'+ 35• Z�• END FE. Fys19.9 A�QHp1•S O i OpY LARGE CONC. CSC• too FILLED PIPE' f POLE S� �•g3'30 W R0,41) r /114 — AREA= 23,096 SO FT. ELEVA (IONS ARE REFERENCED TO AN ASSUMED DATUM. ANY ALTERATION OR ADD1!'M TO 7711S SURVEY IS A VIOLATION OF SECTION 7209OF 171E NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECITON 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COWES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURWYOR WHOSE SIGNATURE APPEARS HEREON. 8L011 � 1.3' 1-9 Toll, _ POLE (S.R. 25) i !?&_"_N-Y.S. LIC. NO. 49618 CONIC SUMVEYORS, P.C. (631) 765•--5020 FAX (631) 765--1797 P.O. BOX 909 1230 TRAME•LER STREET SOU THOLD, MY 11971 114-027.1 ,.me VonEiff, Residence busimes STORMWATER f 5CALE 32" = I '-0" 5CTM 1000-45-0, Information taken fror Survey prepared by John Metzger, Fecor Southold, New York dated March 16, 20 Additional field noteE FROFERTY AREAS Existing Lot area Masonry Building (ex15tlnc All 5tructure5 total Exi5tincg lot coverage Zone RUNOFF NOTE_ utters continuously aro Leader locations a5 per Installer - all 1030101`5 drait pipe and into to new dry\ RUNOFF CALCULATI( 2035x IG7x75 = 2 @ (1) I '-0" x 8'-0" 0 ca r RunoFf Containment Reggi (2) 5'-0" x 8'-0" 0 rings ( CLEARING NOTE Proposed construction lit over the 0X15tinCj building Extent of land di5turbanc� project 15 within areas of m5tallatlon5 V"L"GE O>= (SREENjr-,oRT TE5T DOLE DATA U DRYWELL 2 OUTLINE OF EXISTING LL- MCDONALO GE05CIEVCE g ¢, DECK O5/l8/l4/ ENTIRE STRUCTURE TO EL l 9.51 ASPHALT F BE REMOVED MIXED SAND * LOAM / I ' S'-�" 2' E L . 19. 22'_5' 51-1 I ill " BROWN CLAY CH EL 33 l62' U� WATER IN BROWN CLAY CH w EXISTING DECK TO 37' O _ REMAIN WATER IN PALE BROWN FINE (1 W PROP05ED TO COAR5E SAND 5W p -/'SECOND FLOOR ADDITION WITH lO% GRAVEL Z O U ROOF OVER EXISTING 4 7LC- 47' 29'_6' �, 1 STORY STRUCTURE NOTE WATER ENCOUNTERED l 6 2' BELOW BURFACE 1° N * EXTENT OF CONSTRUCTION � LIMITED TO THE EXISTING I I I BUILDING FOOTPRINT 50LID COVER FOR MAINTENANCE ON DRYWELL LOCATED WITHIN DRIVEWAY NOTE LATHAM TO EXCAVATE � I N STALL D RYWELL5 WI LL CART AWAY SOIL AS IT ACCUMULATES * NO STOCK FILE ON PROPERTY -a NANCY D WYE R rn 51TE DE51GN CONSULTING, INC. Southold, New York 0 G3 1-7G5-8GG7 ROOF ADDITION OVER EXISTING 5TRUCTURE VON EIFF 74605 Main Road Greenport, New York 1000-45-04-5 1 /ER TU RE iNTINUOU5 -,T ALONG 5I LT FENCE DETAIL IMAGE NOT TO SCALE EROSION & SEDIMENT CONTROLS Shall Include but not be limited to A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed ani/or inactive soils DRAINAGE INSPE Contact TOS CT'ONS ARE REQUIRED Backfill Engineering at 765- , OR Provide En i 1560 before that the drama sneer's Certification Re has been installed to Code APPROVAL OF STO WATER MANAGEMENT CONTROL=/Wol n Code a er 3 Date DWG: STORMWATER FLAN SCALE AS NOTED DATE 8 21 2014 BY NANCY DWYER GENERAL NOTES • The information on this set of construction documents is to relate basic design intent and framing details They are intended as a construction aid not as a substitute for generally accepted good building practice and are in compliance with the 2007 Building Code for New York State The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed) product • General contractor to coordinate all subcontractors scheduling of work and interaction between trades • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal state and local codes, ordinances and regulations etc These codes are to be considered as part of the specifications for this building plan • If in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the engineer immediately Should he fail to follow this procedure and continue work he shall assume all responsibility and liability arising therefrom • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS FOUNDATION NOTES • General contractor to review plans elevations and details to determine intended heights of finished floor above typical grade • Footings shall bear on undisturbed sod within bearing capacity of 1 5 tons/sq ft • Concrete shall be FC = 3,500 PSI @ 28 days • Concrete on 4" sand or gravel fill minimum with GxG - I C/ 10 welded wire mesh reinforcement Interior slabs to be placed on G mil stabilized polyethylene vapor barrier Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing • Isolation Joints are to be installed between the slab and the walls Use preformed Joint filler that is to be cut 112" below the slab surface and the resulting Joint is to be filled with an elastomeric Joint sealant • General contractor to install cop-r-tex ( or copper) sheet metal termite sheilds between all wood surfaces that are exposed to concrete or masonry surfaces • Dampproof exterior of foundation wall with a bituminous coating Foundation excavation is not to be backfilled prior to the installation of the floor framing PLUMBING * hVAC NOTES • All plumbing work shall be done by a duly licensed plumber and must conform and adhere to all New York State building codes * saftey requirements • If wall plates orjoists are cut during the installation of plumbing fixtures or equipment contractor must provide appropriate bracing to tie framing back together • Baseboard heating is to be hot water and zoned Plumbing contractor is to adequately size the system and place the baseboards in an unobstructive location in each room required to recieve heat Minimum of one thermostat for each zone will be required • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements • HVAC subcontractor to fully coordinate system data � requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review � approvall GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Re5i5tant Residential Construction, 55TD I 0-9e and 2001 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided 2 Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 23OG I shall be installed in accordance with manufacturer's recommendations 3 Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized 4 Where windows and doors interrupt wood t5tructural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening 5 Ridge straps shall be attached to each pair of opposing rafters except where collar ties of I xG or 2x4 lumber 15 located in upper third of attic space and attach to each pair of rafters G Uplift connectors shall be provided at each rafter bearing 7 Floor to floor hold-downs to be- provided every 48, and every I G" within 4' of exterior corners 8 Sill Plate to Foundation Anchorage Sill plate shall be anchored to the foundation with anchor bolts having a min bolt diameter of 5/8" and 3" x 3" x 1 /8" washers A minimum of one anchor bolt shall be provided within G to 12 inches of each end of each plate Anchor bolts shall have a minimum embedment of 7 Inches in concrete/ masonry foundations Anchor bolts Shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center DESIGN LOAD CALCULATIONS TABLE I G04 3 200 1 5uildinq Code of Ple,v Yoi k 5tatt i TABLE I G07 1 2001 Buildin Code of New York State SEVERE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (5f) CONSTRUCTION FLOOR SYSTEMS 50 A55EMBLY 100 CATWALKS 40 DECKS 60 ROOMS 100 5TAIPS t EXITS 100 L/180 CRITERIA FOR CALCULATION OF DEAD LOAD G0 ACTUAL WEIGHTS OF MATERIAL5 REFERENCED TO A I A ARCHITECTURAL GRAPHIC STANDARDS W L/240 SNOW GPOUND SNOW LOAD 145 lbs SEISMIC DESIGN CATEGORY B WIND WIND SPEED 120 mph EXPOSURE CATEGORY ID ELECTRICAL NOTE5 • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include installation of fixtures t specifications as indicated on plans Light fixtures to be supplied by owner and installed by contractor GFI outlets required at bathrooms and exterior areas Install all outlets as per code All work is to be done in strict accordance with the New York State Code by a licensed electrician All new switches � outlets to be Levition, standard, supplied � installed by contractor Contractor to do all hook-ups as required for equipment as per manufacturer specs FRAMING NOTES • All lumber is to be Douglas Fir #2 or better at I G" on center • All wood framing in contact with concrete or masonry is to be- pressure treated 'ACQ' designation refers to current arsenic free treated wood standards and shall take the place of'CCA' All TJI's are to be installed it accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas • Structural Steel ASTM A3G - FY = 3G K51 • All straps, connectors, plates, bolts, nails etc are to be galvanized Designated connectors, straps etc on these drawings are my by Simpson unless otherwise indicated All connectors, straps, etc are to be nailed/bolted in accordance with the manufacturers specifications • All floor sheathing is to be 4" AC type plywood, tongue d= groove and shall be glued and screwed to the floor Joists (G" o c edges $ 1 2" o c field) or as noted on floor plans �- sections • Solid blocking is to be installed every 8'-0" max or mid span of all floor Joists with spans exceeding 8'-0" Blocking is to be installed at all point load bearing points • Install double Joists under all partitions running parallel • All exterior wall headers to be 2- LVU5 as indicated on floor plans * sections and all interior headers are to be 2- 2" x 8" unless otherwise noted All headers exceeding 5'-0" shall have a double Jack stud with a single king stud * on exterior walls provide double sill plate (typical) • Provide insulation baffles at eave vents between rafters and soffit vents as indicated on plans • Exterior flashing is to be adequately installed at all connections between roofs walls chimneys projections and penetrations as required by approved constrction practices FLOOR PLAN NOTES Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS • All interior walls to be covered with 2' gyspusm board with metal corner reinforcing All drywall products, including gypsum board, screw Joint compound, tapes � trim shall be U 5 Gypsum Co or approved equal All ,Joints shall receive 3 coats of joint treatment Sand final coat to a uniform smooth surface All walls and ceilings to be taped and spackled 3 coats ready for paint Insulation ratings and installation locations as indicated on floor plans # sections Provide 2 layers of 5' fire rated gypsum board on all engineered lumber as required by manufacturer specifications D_EI=LECTION LIMITS I TABLE I G04 3 200 1 5uildinq Code of Ple,v Yoi k 5tatt i WEATHERING SEVERE 1 CONSTRUCTION L S or W Roof member 5 SLIGHT TO MODERATE WINTER DESIGN TEMP 5urp01 Lin F Ia5Lei ceilincj L/3GO L/3GO Sur ortin nonrla5f-ci ceilin L/240 L/240 ion supportln ceiling80EJ L/180 FIoo1 membei 5 G0 Exter 101 walls t Inter ici pal tmon5 with bi ittle finishes W L/240 with flexible fini5lip" U 1 20 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FR05T LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP i I ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURER'S SPECIFICATIONS/STATE CODE FLOOD HAZARDS SECOND FLOOR IN E14 z iv 0 0 z 0 i- Q 0 0 R/ ►r w Q LU Q U XW U z PAGE 11 6 GENERAL NOTES • The information on this set of construction documents 15 to relate basic design intent and framing details They are intended as a construction aid not as a substitute for generally accepted good build ng practice and are in compliance with the 2007 Building Code for New York State The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product • General contractor to coordinate all subcontractors scheduling of work and interaction between trades • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal state and local codes ordinances and regulations etc These codes are to be considered as part of the specifications for this building plan • If in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the engineer immediately Should he fail to follow this procedure and continue work he shall assume all responsibility and liability arising therefrom • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS FOUNDATION NOTES • General contractor to review plans, elevations and details to determine intended heights of finished floor above typical grade • Footings shall bear on undisturbed soil within bearing capacity of 1 5 tons/sq ft • Concrete shall be FC = 3,500 PSI @ 28 days • Concrete on 4" sand or g' avel fill minimum with GxG - 10/ 10 welded wire mesh reinforcement Interior slabs to be placed on G Mill stabilized polyethylene vapor barrier Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing • Isolation Joints are to be installed between the slab and the walls Use preformed Joint filler that is to be cut 1/2" below the slab surface and the resulting Joint is to be filled with an elastomericjoint sealant • General contractor to install cop-r-tex ( or copper) sheet metal termite 5heild5 between all wood surfaces that are exposed to concrete or masonry surfaces • Dampproof exterior of foundation wall with a bituminous coating Foundation excay.tion rs not to be backfilled prior to the installation of the floor framing PLUMBING * HVAC NOTES • All plumbing work shall be done by a duly hicensed plumber and must conform and adhere to all New York State building codes * saftey requirements • If wall plates or joi5t5 are cut during the installation of plumbing fixtures or equipment contractor must provide appropriate bracing to the framing back together • Daseboard heating is to be hot water and zoned Plumbing contractor is to adequately size the system and place the baseboards in an unobstructive location in each room required to recieve heat Minimum of one thermostat for each zone will be required • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements • HVAC subcontractor to fully coordinate system data � requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor owner and equipment supplier for final review �- approval GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 and 2001 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Franne Construction i A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided 2 Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 23OG I shall be installed in accordance with manufacturer's recommendations 3 Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be Stainless steel or hot dipped galvanized 4 Where windows and doors Interrupt wrood structural panel sheathing and 5ldincg, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening 5 Ridge straps shall be attached to each pair of opposing rafters except where collar ties of I xG or 2x4 lumber is located in upper third of attic space and attach to each pair of rafters G Uplift connectors Shall be provided at each rafter bearing 7 Floor to floor hold-downs to be provided every 48, and every I G" within 4' of exterior corners 8 SIII Plate to Foundation Anchorage SIII plate shall be anchored to the foundation with anchor bolts having a mien bolt diameter of 5/5" and 3" x 3" x I/8" washers A minimum of one anchor bolt shall be provided within G to 12 inches of each end of each plate Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center DESIGN LOAD CALCULATIONS i TABLE 1607 1 2001 Buildin Code of New York State I MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (E50 3'-0" FLOOR SYSTEMS 50 A55EMB1-Y 100 CATWALKS 40 DECKS CO ROOMS 100 STAIRS t EXITS 100 U240 L/240 CRITERIA FOR CALCULATION OF DEAD LOAD L/180 L/180 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A I A ARCHITECTURAL GRAPHIC STANDARDS U3GO Fater 101 walls * Intel 101 par tition5 SNOW GROUND SNOW LOAD 45 Ibs L/240 with flrxrhle f ni-,hes SEISMIC 1� 120 DESIGN CATEGORY B WIND WIND SPEED 120 mph EXPOSURE CATEGORY B ELECTRICAL NOTES • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include installation of fixtures � specifications as indicated on plans Light fixtures to be supplied by owner and installed by contractor GFI outlets required at bathrooms and exterior areas Install all outlets as per code All work is to be done in strict accordance with the New York State Code by a licensed electrician All new switches � outlets to be Levition, standard supplied * installed by contractor Contractor to do all hook-ups as required for equipment as per manufacturer specs FRAMING NOTES All lumber is to be Douglas Fir #2 or better at I G" on center All wood fraiming in contact with concrete or masonry is to be pressure treated 'ACQ' designation refers to current arsenic -free treated wood standards and shall take the place of 'CCA' • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas • Structural Steel A5TM A3G FY = 3G KSI • All straps, connectors, plates, bolts, nails, etc are to be galvanized Designated connectors, straps, etc on these drawings are my by Simpson unless otherwise indicated All connectors, straps etc are to be nailed/bolted in accordance with the manufacturer's specifications • All floor sheathing is to be 4" AC type plywood, tongue 4 groove and shall be glued and screwed to the floor J015t5 (G" o c edges * 12" o c field) or as noted on floor plans * sections • Solid blocking is to be installed every 6-0" max or mid span of all floorjoists with spans exceeding 8'-0" Blocking 15 to be installed at all point load bearing points • Install double joi5t5 under all partitions running parallel • All exterior wall headers to be 2- LVL's as indicated on floor plans t- sections and all interior headers are to be 2- 2" x 8" unless otherwise noted All headers exceed ng 5'-0" shall have a double hack stud with a single king stud �- on exterior walls provide double sill plate (typical) Provide msulacion baffles at eave vents between rafters and soffit vents as indicated on plans • Exterior flashing is to be adequately installed at all connections between roofs, walls chimneys, pr4jections and penetrations as required by approved constrction practices FLOOR PLAN NOTES • Dimensions shall take precedent over scale drawings, DO NOT SCAI F DRAWINGS • All interior walls to be covered with 2' gyspusm board with metal corner reinforcing All drywall products including gypsum board, screw Joint compound tapes � trim shall be U S Gypsum Co or approved equal All points shall receive 3 coats of joint treatment Sand final coat to a uniform smooth surface All walls and ceilings to be taped and 5packled 3 coats ready for paint • Insulation rati i95 and installation locations as indicated on floor plans � sections • Provide 2 layers of 8" fire rated gypsum board on all engineered lumber as required by manufacturer specifications DEFLECTION LiMiTS GEOGRAPHIC DESIGN CRITERIA WLATHERiNG TABLE I G04 3 2001 Building Code of Heck York State FR05T LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY CONSTRUCTION L S or W Foof member s ICE SHIELD UNDER- AS PER MANUFACTURER'5 supporting plaster ceihn L/3GO U3 GO 5iippoitinq nonpla5fei ceihn U240 L/240 non Sul°l�?ortin ceihn L/180 L/180 Floor members U3GO Fater 101 walls * Intel 101 par tition5 with bi ittle finishes L/240 with flrxrhle f ni-,hes 1� 120 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WLATHERiNG 5E�,ERE FR05T LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE \MHTER DESIGN TEMP I I ICE SHIELD UNDER- AS PER MANUFACTURER'5 LAYv1E11T REQUIRED 5PECIFICATION5/ STATE CODE FLOOD HAZARDS W a I/ 0 0 z 0 Q 0 0 R/ ►, O cV G) d - PAGE WOOD JOIST BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST DOUBLE JOIST FOR NON-BEARING WAL1_5 DBL SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL WOOD J015T HA GIRDER/HD WOOD KING STUDS CRIPPLE STUD HEADER JACK STUDS JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION SILL GASKET PROVIDE 1/2" SPACING BETWEEN THE END STUD SHIELD AND THE 2 OTHER 5TUD5 FOR ALLOWING BILL PLATES TO FOUNDATION ANCHORING RAFTER TOP PLATE WALL STUD TYPICAL RAFTE RAFTER TOP PLATE WALL STU D ALTERNATIVE RAFTER TO WALL STUD CONNECTION HOLDDOWN INSTALLATION CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 1 Gd ' COMMON NAILS @ G" 0 C 51DEWALL ENDWALL SHEAR WALL CORNER CONNECTION CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS NOT TO SCALE 12' LENGTH VENTED SOFFIT 30" MIN FOUNDATION REBAR LENGTH WALL TYP 1/2" MIN 15T FLOOR TO FOUNDATION CONNECTIONS FROM CORNER 3- 74' LVL HEADER ABOVE ALL WINDOWS, METAL HOLD-DOWN / UPLIFT ANCHOR PROVIDE C520 STRAPPING 2" X G" STUD FRAME WALL @ WIND RE515TANT CON5TRUCTION CONNECTOR5 I G" 0 C W/ R-15 INSULATION CDX PLYWD SHEATHING CONNECTION LOCATION PART NUMBER NOTES METAL HOLD- C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS RAFTER -TO -WALL DOWN STRAP APPLY TO EACH RAFTER 38-1 Gd SINKER___"� H,5 or H2 5 APPLY TO EACH RAFTER I ST FLOOR WALL STUD NAILS AS PERLNA APPLY TO EACH WALL STUD 3- 2"X4" WD STUD LFTA or C520 @ 3G" MANUFACTURER@ HEADER -TO -JACK STUD CORNER TYP IST FLOOR PLATE CRIPPLE STUD -TO -HEADER H3 2"X4" SILLPLATE 2- z"C B THRU C T R R 5UBFLOOR 55TDI G APPLY TO EACH 51DEWALL END (TYPICAL BOTH ENDS) RIM BOARD WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) FACE MAILED RIM JOIST TYPDBL EACH LAP SEE TABLE 3 4 COLLAR TIE TO RAFTER SILL PLATESIMPSON H7 DOUBLE SILL PLATEANCHOR BLOCKING TO RAFTER TOE NAILED #4 REBAR IN CONNECTOR EACH END BOLT(1) El lJ NAILED _ 2-1 Gd- — _ _ FOUNDATION WALL WALL FRAMING SHEAR CONE -MIN FASCIA WITH HOLDDOWN INSTALLATION CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 1 Gd ' COMMON NAILS @ G" 0 C 51DEWALL ENDWALL SHEAR WALL CORNER CONNECTION CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS NOT TO SCALE 12' LENGTH VENTED SOFFIT 30" MIN FOUNDATION REBAR LENGTH WALL TYP 1/2" MIN 15T FLOOR TO FOUNDATION CONNECTIONS FROM CORNER 3- 74' LVL HEADER ABOVE ALL WINDOWS, METAL HOLD-DOWN / UPLIFT ANCHOR PROVIDE C520 STRAPPING 2" X G" STUD FRAME WALL @ WIND RE515TANT CON5TRUCTION CONNECTOR5 I G" 0 C W/ R-15 INSULATION CDX PLYWD SHEATHING CONNECTION LOCATION PART NUMBER NOTES RIDGE -TO -RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS RAFTER -TO -WALL H7 APPLY TO EACH RAFTER RAFTER -TO -PLATE H,5 or H2 5 APPLY TO EACH RAFTER PLATE -TO -WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 2Nd FLOOR WALL -TO- 15T FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD HEADER -TO -JACK STUD C520 @ 12' APPLY TO EACH JACK STUD CRIPPLE STUD -TO -HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TDI G APPLY TO EACH 51DEWALL END I ST FLOOR -UNDER -SILL PLATE LPT4 WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY NAILING SCHIEDULF I -. _..-- 2001 SBC HIGH WIND EDff10N WOOD FRAME CON57i-KUCTION MANJAL JOINT DESCRIPTION FALL QUALITY NAIL SPACING ROOF FRAMING ---- TOE NAILED PLR RAFTER RAFTER TO TOP PLAT _ _ _ - __ 8'-0" WALL 3-8d -- TOE NAILED -- m I O'-0° WALL 4-8d PER RAFTER J015T--- CEILING J015T TO TOP PLATE WALL 3-8d _PER - - I0'-O"WALL 4-8d PE2J0l5T CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE MAILED SEE TABLE 3.7 EACH LAP SEE TABLE 3 4 COLLAR TIE TO RAFTER FAG E NAILED PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END PJM BOARD TO RAFTER El lJ NAILED _ 2-1 Gd- — _ _ EACH END_ WALL FRAMING TOP PLATE TO TOP PLATE --- - _ .FACE NAILED 2- I Gd ' PER FOOT TOP PLATE5 AT INTERSECTIONS FACE NAILED _ _ 4_ _ 4-1 Gd - -2-tGd JOINF5 - EACH SIDE - _ -- -- - STUD TOSTUD _ FACENAILE7 24"01C H EADEK TO HEADER FALL NAILED --- I Gd _ --- I G" OTC ALONG EDGES -- - - - TOP OR BOTTC',1 PLATE TO 5-rUD END NA1LEb 2-1 Gd PER 2X4 STUD_-- PER 2XG STUD -_3-16d -- 4-1 GO - _ PER 2X8 5TJD -- BOTS OM PLATE TQ FL00RJO15T, I BANDJOI5T, END JOIST, OR BLOCKING I FACE NAILED 2-1 Gd PER FOOT FLOOR FRAMING__-- TOE NAILI=D PER JOIST J015T TO SILL, TOP PLATE, OR GIRDER - 4-8d _ BRIDGING TO JOIST TOE MAILED 2-8d- EACH END BLOCKING TO J015T TOE NAILED - 2-8dEACH_DID - --- -_3-1 _ 13LOCKINGTOSILL ORTOP PLATE TOE Gd E_ACH13LOCK LEDGFRSTRi TO BEAM - -NAILED- _ FACE NAILED 3-1 Gd EACH JOIST J015T ON LEDGER TO BEAM TOE NAILED END NAILED 3-8d PER JOI5T PER JO15T BAND J015T TO J015T 3-16;2 BAND JOIST TO SILL ORTOP PLATE TOE NAILED 2-1 Gd PER FOOT ROOF SHEATHING STRLICTUFAL PANELS Q PERIMETER EDGE ZONE - I G' O/C - G" AT PANEL EDGES 861 AND AT INTERMEDIATE SUPPOeTS IN THE PANEL FIELD _ --- ------ - _ --- - - ------ -_ INTEP�IORZONE - I G" O/C - G' AT PANEL EDGES AND 12"AT 861 INTE'?MEDIATE SUPPORTS W THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETEP, EDGE OF THE ROOF, INCLUDING 41-O" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0` PERAMETER EDGE ZONE ATTACHMENT REQUIRI-MUTTS SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 2-0- FIELD _ WALL SHEATHING - - -- 8d 5T RU CTU RAL PANELS 41 EDGE ZONE - I G" O/C - G" AT PANEL EDGES AND 12" AT I INTEPMEDIATE SUPPORTS IN THE PANEL FI,L D INTERIOR ZONE - 1 G" O/C - G" AT PANEL EDGES AND 12" AT — --- --- - t _ 8d — - - INTEar'viEDIATE SUPPORTS IN T9F PANEL FIELD 3" LDGE / G" FIELD FIBERBOARD FkNEi_S 7/1 G" Gd 25/32" _ 8d -_ _ 3" EDGE / G" FIELD 7" EDGE / 10"_FIELD__ _ - GYPSUM WALLBOARD 5d COOLERS _ - _ - _ m - 861 41 EDGE ZONE - ! G" O/G - G" AT PANEL EDGES AND 12" AT HARDBOAr'D _ _- _ _ _ _ _ - INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ _-_ - - mm{ 8d INTERIOR ZONE - I G' O/C - G" AT PANEL EDGES AND 12" AT -- -- -- _-_� - --- - - -- - - ---- INTEK..NIEDiATE SUPPORTS, IN THE PANEL FIELD- - -- - FLOOR SHEATHING 8d STRU CTURAL PANELS - I" OR LE55 i G" EDGE f 12" FIELD ' Nailrnr�j requtrement5 are based on wall sheathing nailed G inches O G at the panel edge If wall eheath�M t5 naled 3 inchcr5 0 C at the panel "e to obtain Fi cJher shear capaottes, nailm,3 requirements for structural members shalt be doubled, or alterrate connectors, such as Sheat plates, shall be used to mairtain the ' When wall Sheath€n,� t5 cortanuous over connected members, the tabulated number of narl5 shall be ,permitted to be reduced to 1- I Gd natl per foot ` Corrosron resRstant 1 1 6jage roofing raiIs and 1 6 a e sta les are muted check 16G for addaitona' re u€rements PROVIDE V 2-2"CB JOIST * RA EXISTING N EXTERIOR FACADE TC 4 W/ 'TYVEK' HOUSE WRAP HARDIE PLANK LAP SIDING PROVIDE SIMPSON C51 G STRAPPING 3- 9'-z" LVL HEADER w/ TOP BOTTOM PLATE RUNNING CONTINUOUS ABOVE EXISTING WALL, NEW JOISTS FRAMED ABOVE POSTS WHERE SHOW TO NEW PIERS � FOOTINGS m N NEW 8N I G" POURED CONCRETE PIER W/ ---/ 1'-4" X (5" d FTG , PROV 2- #4 REBAR BOTH VERTICAL t HORIZONTAL (TYPICAL ALL SHOWN ON PLAN) 12 6 F_n G V \� 0 2�\0`� 2"X 10"CT @ IG"OC M R-30 2- 14" LVL RIDGE W/ SIMPSON C520 CONNECTOR (TYP ALL RAFTERS) ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT OVER 4" CDX PLYWOOD WITH ICE* WEATHER SHEILD @ PERIMETERS � VALLEYS NEW STORAGE ATTIC UNFINISHED, UNHEATED o OUTLINE OF STEP-UP BEYOND 4" PLYWOOD SUBFLOOK NEW I I2' TJI 560 C J @ I G" O C R-30 o�oa EXISTING WORKSHOP, HIGHER CEILINGS 63 BUILDING SECTION "All SCALE 4" = I '-0" EXISTING FOUNDATION 71 WALL, SLAB * EXTERIOR WALL STRUCTURE TO REMAIN EXISTING FLOOR STRUCTURE 1 7- W - 74" LVL HEADER ABOVE LL WINDOWS, KOVIDE C520 STRAPPING " X G" STUD FRAM E WALL @ 0 C W/ R-19 INSULATION 4" CDX FLYWD SHEATHING '/ TWE K' HOUSE WRAP AKDIE PLANK LAP SIDING ZOVIDE SIMFSON 51 G STRAPPING <ISTING EXTERIOR WALL D REMAIN, BUILD UP AS HOWN ON PLANS L w D ►1 O N G) w Q W zry U � tf� D � Q z O� 0 ry W LL 0 PAGE 5 EXISTING i II i FRONT ELEVATION - (carport not shown for clarity) SCALE 4"= P-0" ))02- R/ )02 EXISTING FACADE � STRUCTURE TO REMAIN EAST SIDE ELEVATION - (carport not shown for clarity) SCALE 4'= 1'-0" Vonbff, Residence Business APPROVED AS NOTED DATE �0&13 P # 3140Z FEEtC O�' BY� NOT1 Y BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWAG INSPECTIONS 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING 3 INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS FIRE INSPECTI ONE nEQUIRED BES OPENING COPr'PLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZSA -_ , ' S wYc ncc OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF D4,VMAG= INS'lCric n= Al f 11, 0 PURSUANT TO CHAPTER 236 Contact TOS Enaineer►ng at i6t)•i5t.,0 Dewre OF THE TOWN CODE onkflll, OR Provide Engineer's Certification tInst the drtinage has bcen installed to Code. DEERS r _2 Lu \�OA6 07'S�.��� w U z Q z W Q 0 Lu J Q U n X PAGE GENERAL NOTES • The information on this set of construction documents Is to relate basic design intent and framing details They are intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with the 2007 Building Code for New York State The general contractor 15 responsible for providing standard construction details and proceduiii to ensure a professionally finished structurally sound and weatherproof completed product • General contractor to coordinate all subcontracitors scheduling of work and interaction between trades • The contractor is responsible for ensuring that all wor4 and construction meets or exceeds current federal, state and local codes, ordinances and regulations, etc These codes are to be considered as part of the specifications for this building plan • If in the course of construction, a condition exi5lt5 which disagrees with that a5 indicated on these drawings the contractor shall stop work and notify the engineer immediately Should he fail to follow this procedure and continue wort he shall assume all responsibility and liability ari5mg tlherefrom • Dimen5icn5 take precedent over scale - DO NOT SCALE DRAWINGS FOUNDATION NOTES • General contractor to review plans elevations and details to determine intended heights of finished floor above typical grade • Foot ng5 shall bear on undisturbed Soil within bearing capacity of 1 5 tons/sq ft • Concrete shall be FC = 3,500 PSI @ 28 days • Concrete on 4" sand or gravel fill minimum, wrath GxG - 10/ 10 welded wire mesh reinforcement Interior slabs to be placed on G mil stabilized polyethylene vapor barrier Welded wire mesh IS to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held In position durmg concrete placement and fmiishing • Isolation Joints are to be mstalled between the 51 -ib and the walls Use preformed Joint filler that 15 to be cut 1/2" below the slab surface and the resulting Joint 15 to be filled with an elastomeric Joint sealant • General contractor to m5tall cop-r-tex ( or copper) sheet metal termite shedds between all wood surfaces that are exposed to concrete or masonry surfaces • Dampproof exterior of foundation wall with a Ibituni coatmg, Foundation excavation Is not to be backfilled prior to the In5tallaition of the floor framing PLUMBING �- HVAC NOTES • All plumbing work Shall be done by a duly licensed plumber and must conform and adhere to all New York State build ng codes * 5aftey requirements • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment contractor must provide appropriate bracing to tie firammg back together • Baseboard heating Is to be hot water and zoined Plumbing contractor 15 to adequately size the system and place the baseboardls in an unobstructive location in each room required to recieve heat Minimum of one thermostat for each zone will be requi ed • Mechanical subcontractor 15 responsible for adhering to all applicable codes and saftely requirements • HVAC subcontractor to fully coordinate system data � requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review * approval GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant RC51dent4 Construction, 55TD 10-95 and 2001 SBC High Wind Edition Wcood Frame Construction Fasteners and Connectors for Wood Frame Construction I A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided 2 Approved connectors, archor5 and other fastening devices not Included In the Standard Building Code, Table 2306 I shall be installed in accordance with manufacturer's recommendations 3 Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subbJect to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized 4 Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening 5 Ridge straps shall be attached to each pair of opposing rafters except where collar ties of I xG or 2x4 lumber Is located iin upper third of attic Space and attach to each pair of rafters G Uplift connectors shall be provided at ealch rafter bearing 7 Floor to floor hold-downs to be provided every 48, and every 10' within 4' of exterior corners 8 SIII Plate to Foundation Anchorage SIII plate- shall be anchored to the foundation with anchor bolts having a min bolt diameter of 5/8" and 3" x 3" x 1/5" washers A minimum of one anchor bolt shall be provided within G to 12 Inches Of each end of each plate Anchor b(olt5 shall have a minimum embedment of 7 Inches In concrete/ masonry foundations Anchor bolts shall be located within 12 Inches of corners and at spacing not exceeding 4 feet on center DESIGN LOAD CALCULATIONS GEOGRAPHIC DESIGN CRITERIA TABLE 1907 1 200 1 Building Code of New York State SEVERE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (5f) 3'-0" FLOOR 5Y5TEM5 50 A55EM131-Y 100 CATWALr,5 40 DECKS GO ROOM5 100 STAIRS * EXITS 100 non 51,1pportinLi ceilln L/180 CRITERIA FOR CALCULATION OF DEAD LOAD Floor members ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A I A ARCHITECTURAL GWMIC 5TANDAKDS - Exterior walls * interior partitions SNOW GROUND SNOW LOAD 45 Ibs L/240 UI 20 5E15MIC DESIGN CATEGORY B WIND WIND SPEED 1 20 m h EXf'05UFE CATEGOKY 13 ELECTRICAL NOTES All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include installation of fixtures = Specifications 35 indicated on plans Light fixtures to be supplied by owner and mstalled by contractor GFI outlets required at bathrooms and exterior areas Install all outlets as per code All wort. is to be done in strict accordance with the New York State Code by a licensed electrician All new switches * outlets to be Levition standard supplied �- installed by contractor Contractor to do all hook-ups as required for equipment a5 per manufacturer specs FRAMING NOTES • All lumber is to be Douglas Fir #2 or better at I G" on center • All wood framing in contact with concrete or masonry 15 to be pressure treated 'ACQ' designation refers to current arsenic -free treated wood standards and shall take the place of'CCA' • All TJI'5 are to be installed in accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas Structural Steel ASTM A3G - FY = 3G KSI • All straps, connectors plates, bolts nails etc are to be galvanized Designated connectors, straps etc on these drawings are my by Simpson unless otherwise indicated All connectors straps, etc are to be nailed/bolted in accordance with the manufacturer's Specifications • All floor 5heathirg 15 to be 4" AC type plywood tongue t groove and shall be glued and screwed to the floor Joists (G" o c edges t- 12" o c field) or as noted on floor plans t- sections • Solid blocking 15 to be mstalled every 8'-0" max or mid span of all floor Joi5t5 with spans exceeding 8'-0" Blockmg 15 to be installed at all point load bearing pomt5 • Install double Joists under all partitions running parallel • All exterior wall headers to be 2- LVL's as indicated on floor plans � sections and all interior headers are to be 2- 2" x 8" unless otherwise noted All headers exceeding 5'-0" shall have a double Jack stud with a single king stud �- on exterior walls provide double sill plate (typical) • Provide msulat on baffles at cave vents between rafters and soffit vents as indicated on plans • Exterior flashing 15 to be adequately installed at all connections between roofs, walls, chimneys, project ons and penetrations as required by approved con5trction practices FLOOR PLAN NOTE5_ • D mension5 shall take precedent over scale drawmgs DO NOT SCALE DRAWINGS • All interior walls to be covered with 2' gy5pu5m board with metal corner reinforcing All drywall products, including gypsum board, screw, Joint compound tapes � trim shall be U S Gypsum Co or approved equal All Joints shall receive 3 coats of Joint treatment Sand final coat to a uniform smooth surface All walls and ceilings to be taped and spackled 3 coats ready for paint • Insulation ratings and Installation locations as indicated on floor plans � sections • Provide 2 layers of g" fire rated gypsum board on all engineered lumber a5 required by manufacturer specifications DEFLECTION LIMITS TABLE I G04 3 2001 Bulldin Code of New York State GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" CONSTRUCTION L S or W Roof members WINTER DESIGN TEMP I I supportin125ter ceilln L13GO L/3GO supporting non laster ceilln L/240 L/240 non 51,1pportinLi ceilln L/180 L/150 Floor members L/3G0 - Exterior walls * interior partitions with brittle finl5he5 with flexible finishes _ L/240 UI 20 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP I I ICE SHIELD UNDER- AS PER MANUFACTURERS LAYMENT REQUIRED SPECIFICATIONS / 5TATE CODE FLOOD HAZARDS SECTION B SECOND FLOOD * KOOF PLAN SCALE 4" = P-0" I 690 I PAGE 11 0 3 N Z 7 0 s O cf� VonEiff, Residence 1* Business SITE PL SCALE 32" _ SCTM Informatic Survey pr John Met Southold dated U PROPERT Existing Lot Masonry Bi All structur Existing lot Zone VILLA(3t�7 OF G1�EENPOI�T 577053'30"W 100 00' MAIN ROAD m OUTLINE OE EXISTING DECK * ENTIRE STRUCTURE TO BE REMOVED PROPOSED SECOND FLOOR ADDITION * ROOF OVER EXISTING STORY STRUCTURE PROPOSED NEW FRAME ROOF OVER EXISTING STRUCTURE NANCY DWYEI� VON EIFF rn ROOF ADDITION 74605 Main Road DESIGN CONSULTING, INC. OVER EXISTING 5TKUCTUPE Greenport, New York DWG: SITE PLAN Southold, New York • G3 1-7G5-8GG7 1000-45-04-5 1 SCALE Ami NC)TFI) DATE 4 9 2014 BY NANCY nVyYFR NEW ROOF CONSTRUCTION FRONT ELEVATION - (carport not Shown for clad SCALE z 0 R/ z O U >L O 0 W Z EXISTING FACADE t STRUCTURE TO REMAIN EAST 51 DE ELEVATION - (carport not shown for clarity) SCALE 4"= I'-0" 09 Von Eiff , Residence Business I N U z� �U r U 19 w z U D (S) . � z z 0 Q z Z z o U= LU 0 rS, Bldg Dept copy from ZBA Final reviewed documents PAGE ZBA File # Date 1 / I 0 U z z �t- O N d- 2 w B P-511 —[�— G'-8" HEADER HEIGHT TW2G42-2 ( R/ —A 17[5" I 0 WALL LEGEND ( I ( ( O WALL TO REMAINLL O NEW CONSTRUCTION I I 2 X 10 R R ( z 2" X G" STU D FRAM If EXTI RIOR WALLS " R 19 INSULATION W/ 4" PLYWOOD I i @ 1G. -OC i w SHEATHING, ' GYPSUM BOARD I J ON INTERIOR SIDE, TYVEK WRAP HARDIE PLANK LAP SIDING se A°N sEc oN Q I 'I A �� 11 ( (' 2 X 4 STUD FRAME INTERIOR IQ z ( 4I PARTITION, LAYER �" GYPSUM BOARD O I O o ON EACH SIDE I— z PROVIDE 3- ! 4" X 74" LVL HEADER5 w ABOVE ALL WINDOWS UNLESS_ = U OTHERWI5E NOTED, G'-0" HEADER HEIGHT q ( w ABOVE SUBFLOOR FOR WINDOWS ALONG N g co N SIDES I �- O I_ b z 12 I _I PITCHED 6 PITCHE D � EXIT SIGN WITH EXIT EMERGENCY LIGHT AUDIBLE I Im EMERGENCY LIGHT NEW STORAGE SPACE m UNFINISHED, UNHABITABLE o Ln V- @lIORR I ( L o ° 0 L O >-4— ��� I I f a2 p oZI I 42" KNEE WALL EITHER LU 02 SIDE OF STAIR i �U p �0 12 NO 12 z Z) X " iv aU 3F— x � 3�_ ( I 12 I O N� I �— o� — UP Q 211 Z @XG OC11 R R 1 o lu o(V LU 12 i I 417— 0 IZV O x� X — ( PITCHED N� EX15T1 NG 4F 12' STRUCTURE " 14 LVL RIDGE 7'-8" HEADER HEIGHT U z� 12 �O 4�- n2" 4I— w z O cVU N� C >� xJ cel aU N m U >-- z U � Q U z z z o Fn W SECTION B SECOND FLOOD ROOF FLAN SCALE 4" = I'-0" PAGE Bldg Dept copy from Z13A Final reviewed documents DBA File # Date � �4 Vonf-iff , Residence Business 5ITE PI SCALE 32" SCTM Informatic Survey pr John Met Southold dated M< PROPER( Existing Loi Masonry B All structur Existing lot Zone v N :Z! W m CO=; n N D N tp n v a 577°53'30"W 100 00' �o ro � a lam, m `--� N D MAIN ROAD VILLAGE OF GREENPORT W NANCY DWYER DE51GN CONSULTING, INC. Southold, New York • C31 -7C5-8667 11 GOOF ADDITION OVER EXISTING STRUCTURE VON Efff 74605 Main Road Greenport, New York 1000-45-04-5 1 Lu 0 0 u 0 If OUTLINE OF EXISTING DECK * ENTIRE STRUCTURE TO BE REMOVED PROPOSED SECOND FLOOR ADDITION t- ROOff OVER EXISTING I STORY STRUCTURE PROPOSED NEW FRAME ROOF OVER EXISTING STRUCTURE DWG: SITE PLAN SCALE A5 NOTED DATE 4 9 2014 13Y NANCY DWYER