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HomeMy WebLinkAbout41883-Z I Q�g11FFQ�,�a�v Town of Southold 4/25/2019' ' P.O.Box 1179 ca 53095 Main Rd Southold,New York 11971 I CERTIFICATE OF OCCUPANCY No: 40345 Date: 4/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2220 Pine Tree Rd, Cutchogue SCTM#: 473889 See/Block/Lot: 104.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/9/2017 pursuant to which Building Permit No. 41883 dated 8/15/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch, to an existing one family dwelling as applied for per ZBA#7040 dated 4/20/2017. r The certificate is issued to Scoggin,Lindsey&Scoggin, Shelley of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41883 8/27/2018 PLUMBERS CERTIFICATION DATED 4/16/2019 NKituck Pl bing A 0 ' ed Signature �S�fFn��cvTOWN OF SOUTHOLD BUILDING DEPARTMENT c 2 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#: 41883 Date: 8/15/2017 Permission is hereby granted to: Scoggin, Lindsey 2220 Pine Tree Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 2220 Pine Tree Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-8 Pursuant to application dated 8/9/2017 and approved by the Building Inspector. To expire on 2/14/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $792.40 CO -ADDITION TO DWELLING $50.00 Total: $842.40 Building Inspector I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the,applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 10131 / J L New Construction: Old or Pre-existing Building: (check one) Location of Property: aj4Q $I my- TT8_eG� (2_t3 r L M QG UCS House No. Street Hamlet Owner or Owners of Property: S RE" !rN Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plicant Signature ' OF S0�/��,®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 • �® roger.richert(ab-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Scoggin Address. 2220 Pine Tree Rd City: Cutchogue St: New York Zip: 11935 Building Permit* 41883 Section: 104 Block- 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. T Best Electric License No: 49446-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 45 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors 4 Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesr34] Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: Range hood, 2-paddle fans, 4-bath fans, 5-ARC fault circuit breakers, 7-combinati, GFCI/ARC fault circuit breakers, 1-GFCI circuit breaker Notes Inspector Signature: Date: August 27 2018 81-Cert Electrical Compliance Form As Soley ` J TelcPtione(631)765-1802 Rax M 11 VMQ09. P.O.Boz 1179 Id,NY.-1*1971-045 � APR 25 2019 >BUMDI GDZPAxlMz' TOWN OF SOUTHOLD C•ERTIFICAT10 Date: Igo Building Permit No. Owner: 41&4& ( /ease prin ' Plumber: (Please-print) - I certify that the solder used,in the water supply system contains less than 2/10 of 1% lead. (Plum s Sigriat - - - - - Sworn to before me this day of& t( 20 1 CHELSEA L. CHALONE Notary Public, State of New York kegistration#01CH6287106 Qualified In Suffolk County 711 -- - _ Commission Expires Aug.5,20 2L Notary Public, County;, - SOUTyO UOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. - [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL -- - - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Em4AvK/ lri*j rv-/ 14 wn �O 0�-R� DATE Il INSPECTOR %d4rA)WW-lV l g of soar yolo ��y00UNT'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLEIG. -- - --[ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: f/" I <S VUMrJlra ►J �V-�Z Rvof-"Vn � o DATE ANSPECTOR Lk OE SOUlyolo moo! • �o OOUANi'r,�� l TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. -------------j—]---FOUNDATION 2ND_ [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � r REMARKS: DATE �/ �� INSPECTOR`d V �`� �✓ �pF SOUIH �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: �Avrt cift l DATE Y INSPECTOR OF SOUIyo� �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] -FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: s Ff? DATE 1 INSPECTOR OF SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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 INSPECTOR aQ4,f so # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] RISULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ]----FIRE-RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (& .I- v uoo� S c2e&JL;wA-& n(v 64,A/s4ho-In 4m&" 4 '-✓ C DATE 0 ! INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ll l �d1�n s+1/ FOUNDATION(IST) Nk " FOUNDATION (2ND) 14 l cad itA u Q o ROUGH FRAMING& PLUMBING y D y t S (� ow is O ✓ INSULATION PER N.Y. STATE ENERGY CODE Cz lZ 77J� 0 -WIP- V r FINAL ADDITIONAL COMMENTS o or X r d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 119;71 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Sb Do Septic)~orm 'N.Y.S.D.E.C. i Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: S ap G G/ A_) Disapproved a/ ? -PIN(5ZC.b+`(� T"f2-GG � ��� Phone: CU6C2 Expiration 20 D V�4 D & 7 D 7INGD ®® APPLI #WMILDING PERMIT TOWN oF SOUTHOLD Date 20�� TOWN OF SO>UTHOLD 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 Pennif'tb 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. Therieafter, 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 Ordinancejof 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 o applicant or name,if a corporation) a9AU a w6 r YZD CsJbEyi✓ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CD-c-.�1�t C? Name of owner of premises SwGG tA) (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. i 1. Location of land on!which proposed work will be done: ����1 N��R�! C uTuyyo G U E House Number Street Hamlet County Tax Map No. 1000 Section d Block Lot • s 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 - Z '5 t D c� b. Intended use and occupancy }S L�J�ciVCJ.� wl t 6\ N�� 15✓/�'C'Ir�C(Z 3. Nature of work(check which applicable):New Building Additiony1 Alteration Repair Removal Demolition Other Work (Description), 4. Estimated Cost 01 To, ODD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ;- -; ��: Reax .._.. . Depth Height Number of Stofjest _j I Dimensions of sarne u a ith alterations'o`r additions Front rf R`�afr� Depth ` Nei ht dm;bersories 8. Dimensions of entire new construction: Front _ Rear__ Height Number of Stories.� 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner COV\D Ct' 11. Zone or use district in which premises are situated —S 1 D (✓A.)-TA AL 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 6(.,000 IN Address a220 Phone No. (o3 l 73 q S--/5Y Name of Architect P_1a�_ ±N�,L A V- Address Phone No G 3 l 1-4 Name of Contractor Phone No. 15 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 * 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_Z * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) S ()Gr" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of© '1 20 CONNIE D. BUNCHry Pub! Notary Public ._' tate of New Yor No.01 BU6185050 ignature of Applicant Qualified in Suffolk County Commission Expires April 14,2�r).D FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 14, 2016 TO: Shelley & Lindsey Scoggin 2220 Pine Tree Road Cutchogue,NY 11935 Please take notice that your application dated October 31, 2016: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 2220 Pine Tree Road, Cutchogue,NY County Tax Map No. 1000 - Section 104 Block 2 Lot.8 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this nonconforming 19,515 sq. ft. lot with two front yards in the Residential R-40 District, are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The proposed construction has a minimum front yard setback of 9 feet. Authorized ' n ure 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. 11�F01 BOARD MEMBERS � Town Hall Annex O Leslie Kanes Weisman, Chairperson 5 y� 54375 Route 25,Main Road Patricia Acampora,Member c L P.O.Box 1179 Eric Dantes,Member co Southold,NY 11971 Gerard Goehringer,Member ® ® Telephone(631)765-1892 Nicholas Planamento,Member y�fjt �`� Fax(631)765-6641 D [EC[E,uv� )DONING BOARD OF APPEALS TOWN OF SOUTHOLD R'CEIVED APR 2 5 2017 �- FINDINGS,DELIBERATIONS AND DETERMINATIO APR 2 4 201j�,�A BUILDING DEPT, MEETING OF APRIL 20,2017 0. (.�2 TOWN OF SOUTHOLD ZBA FILE: 7040 S uthold Town Clerk NAME OF APPLICANT: Shelley and Lindsey Scoggin PROPERTY LOCATION: 2220 Pine Tree Road, Cutchogue,NY 11935 SCTM#100-104-2-8 SEORA 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 February 10, 2017 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 applicant's parcel is a non-conforming 19,515 square foot corner lot located in the R-40 Zoning District with 70 feet frontage on Pine Tree Road along the easterly property line and additional road frontage of 304.3 feet on Bittersweet Lane, a private dirt road (right of way) along the northerly property line. The southern property line measures 303.17 feet and the western property line measures 60 feet in length; both are located along shared lot lines with neighboring residences. As a result of a corner location, the property is classified as having two front yards. The parcel is currently improved with a two-story, single-family dwelling of approximately 1,300 square feet which is set back 71 feet from Pine Tree Road and 9 feet from Bittersweet Lane as shown on a site plan prepared by Ural Talgat, Architect dated December 19, 2016. Additional improvements not shown on this site plan include a 6 foot high stockade fence along Bittersweet Lane shielding an outdoor/hot tub. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's November 14, 2016 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) less than the code required minimum front yard setback of 35 feet; at: 2220 Pine Tree Road, Cutchogue,NY. SCTM#1000-104-2-8. RELIEF REQUESTED: The applicant requests a variance for a permit to construct additions and alterations to existing single-family dwelling that will result in a front yard setback on Bittersweet Lane of 9 feet where code requires 35 feet. ADDITIONAL INFORMATION: When asked about an existing fence over four feet in height and a hot tub located on the property in a front yard, both of which were observed during personal site inspections by the Board members, the applicant indicated that both structures will be removed. The applicants also remarked chat the proposed addition will accommodate an aging parent Two prior ZBA approvals were issued for the subject Page 2,April 20,2017 #7040, Scoggin SCTM No. 1000-104-2-8 property; Appeal No. 2532, dated March 22, 1979 insufficient front yard setback relief for proposed additions to a single family dwelling and Appeal No. 5622, dated October 21, 2004, 8.5 feet front yard setback relief for proposed additions to a single family dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 6,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Pine Tree Road and Bittersweet Lane consist of mixed housing styles on irregular-shaped and narrow lots, many of which were created prior to Zoning with set-backs similar to the applicant's. Additionally, neighboring homes are substantially larger than the applicant's in footprint, scale and height. The developed residential lot opposite the subject property on Bittersweet Lane is densely wooded and the proposed addition will have little to no visual impact on that property. 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 lot is a small,narrow, non-conforming lot with two front yards. The applicant's addition is proposed in the only logical location based on the existing floor plan, and proposes to maintain an existing 9 foot non-conforming front yard setback along Bittersweet, thereby `squaring off' the house. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 74%relief from the code. However, two area variances were previously granted for the existing dwelling and the applicant proposes to maintain this setback as part of their application. Bittersweet Lane is a dirt road and the relief will not have a negative impact since no other residences are close by. Additionally, the 9 foot setback from Bittersweet is mitigated by the fact that the applicant's front yard setback from Pine Tree Road (paved) is more than double the required 35 feet. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded single family residence 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 Planamento, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, and shown on the site plan and architectural drawings prepared by Ural Taleat. Architect and dated December 19. 2016. i i Page 3,April 20,2017 #7040, Scoggin SCTM No. 1000-104-2-8 SUBJECT TO THE FOLLOWING CONDITIONS: 1. That applicant shall remove the hot tub located between stockade fence and residence. 2. That applicant shall remove the non-conforming stockade fence in the front yard on Bittersweet Lane That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 variances)granted herein as shown on the architectural drawings, site plan andlor 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dante, Goehringer and Planamento (Member Acampora was absent). This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing Il-7 a/ /2017 w Scott A. Mussell °SAF `��� STO]KAWWAT]E K SUPERVISOR 1\\I[A\NAG 1EAW1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[iB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑iVF. ite preparation within the one-hundred-year f loodplain as depicted n FIRM Map of any watercourse. ❑ stallation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 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) S.C.T.M. #: 1000 Date ok I I 11 NAME 5V%Q5;Ll.l, 7 SwGG 114 1 D`l- is C��( l/ (Pr„)` Section Block Lot ""°"Ofe' .k.kl— FOR BUR D1.N(._i DE:1'f11:"1'N'IENtT USI ONT,1' Contact Information (23 t —2 34 J / C.J r Reviewed By: e — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan ib Required (Forward to Engineering Department for Review) FORM # SMCP—TOS MAY 2014 ���11f FOC,tiC ,. Town Hall Annex °��� G¢� Telephone(631-1802 54375 Main Road �c �• Fax(631) 734-9502 P. O. Box 1179 � Southold, NY 11971-0959 y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Ill Owner: Cr 0 CG UN Location of Property: C UTI -C-"&D L-T- Please take notice that the (check applicable line): New residential structure ►✓ Addition to existing residential structure , Rehabilitation to an existing residential structure '. to be constructed or.performed at the.subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) �- Timber construction (TC} in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R)' -Floor and roof framing (FR) Signature: Name (person submitting this form): " 5 (�/ Capacity heck applicable line): Owner Owner representative TrussResRegl5.docx Effective V1.12015 ' I 6" DIAMETER L REFLECTIVE RED ROMAN ALPHANUMERIC PYChirt�hie - - - - - -- - - ---- DESIGNATION-OF CONSTicliici0l1i' (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW ' YORK STATE - 2" MIN. REFLECTIVE WHITE 7-1 4 112" STROKE -- - - DftiGtiAi f N•F`C3i2'S'i 6C'i`ttlt�it - --__�_._ __ __ �-----•--- '- --- COMPONENTS THAT-ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING - GIRDERSiAND BF_AMS- "R" ROOF FRAMING "FR" FLOOR AND ROOF FRARIiI6 r TRUSS IDENflFIC'ATION SIGN COWUANCE V\ATH 19 W.CRR PART 1265 ibrMWAE ��� Dtvlslat� EXAMPLE TRUSS IDENTIFICATION SIGN DATEMW2005 - NEW YORK STATE DEPARTMENT OF STATE ~• :. ..I -,`�t DIVISION OF CODE ENFORGEM'ENT A N D ADMINISTRATION �;�xrfcetar n�tcE C: umM19 ZOOM-- RESlcheck Software Version 4.06.4 Compliance Certificate , .Project SCOGGIN RESIDENCE Energy Code: 2015 IECC - Location: Southold, New York Construction Type: Single-family, Project Type; Addition µ ' :Climate,'Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owneir/Agent: Designer/Contractor: 2220 Pine:Tree Road Lindsey&Shelley Scoggin Ural Talgat Cutchogue, NY 11935 2220 Pine Tree Road 436 7th Street - Cutchogue, NY 11935 Greenport,NY 11944 631 477-8963 ' Complience:'3.3%Better Than Code Maximum UA: 239 Your UA- 2311 Maximum SHGC: 0.40 Your SHGC:,0.36 ; The%Better or Worse Than Code Index reflects how close to compliance the house is based on code'trade-off rules. It DOES NOT provideian estimate of energy use or cost relative to a minimum code home. ` Envelope Ask rri 0 a t• Window 9: Wood Frame:Double Pane with Low-E 6 0.450 • 3 SHGC: 0.40 Wall 4 west elevation first floor:Wood Frame, 16" o.c. 355 1910. 7.0 0.041 it Window 10:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.40 Window 11:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.40 Door 2: Glass 20 0.450 9 SHGC: 0.19 Door 3:Glass 48 0.450 22 SHGC: 0.40 Wall 5 west elevation second floor:Wood Frame, 16" o.c. 164 19..0 7.0 0.041 6 Window 12:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.40 Window 13:Wood Frame:Double Pan_a with Low-E 10 0.450 5 SHGC: 0.40 Wall 6 south elevation first floor:Wood Frame, 16" o.c. 202 19.10 7.0 0.041 8 Window 14:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.40 Wall 7 south elevation second floor:Wood Frame, 16"o.c. 110 19..0 7.0 0.041 4 Window 15:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.40 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checkli Name-Title Si ature Date Project Title: SCOGGIN RESIDENCE Report date: 07/:27/17 Data filename: C:\Documents and Settings\Ural\My Documents\Googlle Drive\Home XP Page 2 of 2 Comp\Scoggin\Scoggin Residence Energy Calculation.rck i I , ,moo �o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOU MOLD October 16, 2018 4'& Lindsay Scoggin 2220 Pine Tree Rd Cutchogue NY 11935 TO WHOM IT MAY CONCERN: �O nkt r ' The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ANO.TE�Fouridatioii='plan�amen'tlrvtent°Fe'�qui�ed for`all�ch'anges:a"s�'per.<iri"spection�date"d '11/-28/2017:"���-'°�":`y Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) i Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41883 —Add/Alts pf SO!/Ty®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road coa tw Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 c®U9� � BUILDING DEPARTMENT TOWN OF SOUTHOLD March 29. 2019 Lindsey Scoggin 2220 Pine Tree Rd Cutchogue NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Y-d5�-107 l�clq( Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT -41883 -Addition/Alteration tt�^i71c7a n 4alv 13 2011 - --- -- LOCAT1011MI MAP ........... .......... ............ ............ ................ ............... ................ ......... ....... i: ........ . I . .................. ::: ....... ... .... .............. .......... ......... ....... SITE >. .............................. 0 O SITE D Affl' T EXISTING FIRST FLOOR 5TRUGTURE SCTM # 1000 - 104 - 02 - 008 EXISTING SECOND PROPOSED FIRST Property: 2220 Pine Tree Road FLOOR STRUCTURE FLOOR ADDITION Address Cutchogue, NY 11935 BITTERSWEET LANE PROPOSED FIRST - Q Owner: Lindsey & Shelley Scoggin FLOOR ADDITION w � ° 2220 Pine Tree Road m (PRIVATE ROAD) z Cutchogue, NY 11935 PROP05ED SECOND a Surveyor: Roderick Van Tu FLOOR ADDITION Q X 304.03' y y y N '14 08 00I' E Licensed Land Surveyors . • . . . . . . . • • • • • • Greenport NY 11944 8'-51166 V" 61'-6" C bq'-6" Z Dated: 08 24 / 80 PROPOSED fr► Zoning: R - 40 N Q Q � �/�� ; / \ N Site Area: 19,515 sf, or 0.448 Acres Building Area: 1,295 SF m z _� ` �����; Existing BuildinArea: 11931 SF LL FRONT Yp.RD p O Proposed Lot Coverage: 6.63% Existing Lot Coverage: 9.89%, 20% Allowable 'EXISTING ° Proposed L — — PROPOSED I .Q _ BASEMENT • DOOR Bldg Dept copy from ZBA 13' —� Final review d do ments ZBA File # 50 . . . • • • . 2I'-b" 5 '16 05' 40" A . . Date; Q . . . -.Mwv� 0 a 0 , z 303.1'7' _ ?4- < SCOGGIN c0 1 j QFIRST FLOOR EXISTING: 1,295 SF — EXISTING FIRST FIRST FLOOR NEW ADDITION: 636 SF RESIDEIRMECE FLOOR STRUCTURE TOTAL NEW FIRST FLOOR: 1,931 SF CUTCHOGUE, PROPOSED FIRST EXIS,T INC FIRST NEW YORK FLOOR ADDITION FLOOR STRUCTURE SECOND FLOOR EXISTING: 624 SF December 19,2016 SECOND FLOOR NEW ADDITION: 252 SF TOTAL NEW SECOND FLOOR: 876 SF U RAL TALGAT ARCHITECT SITEPLAN TOTAL EXISTING FIRST&SECOND FLOOR: 1,919 SF 436 7th STREET SCALE: 1 = 20'-0" TOTAL NEW FIRST&SECOND FLOOR: 2,807 SF GREENPORT, NEW YORK 11944 (631)477-8963 El PORCH EX15TI N6 z ADDITION PORCH O I= Q wQ z < i Zjj J L 51TTINCG ROOM EXI5TIN6 EX15TIN6 BEDROOM LIVING ROOM _ w I I I I Q 0 REGONSTRU D XI TI O z Bldg Dept copy from 28A //'� Ffnal reviewed do uments �Gl� r X O XI iN Date: COL BO J EXI -Ii I W hr I oCL eL- :�� HALL om � II ot z Q 0 0 w Q NSW M � - - - - - - — CIL IS) BA HROO NEW z REGON5TRUGTED I PANTRY EX15TIN6 AT W BEDROOM CILv L: NLAR6ED Q ENLARGED z BEDROOM I EXI5TIN6 Q < KITCHEN 00 Lu z MUD ( - - - o00 - - - z ROOM I t= Q uXi z z Ch LAR6ED SCOGGIN NEW EXI5TIN6 SITTING Q ESI 1�EREDROOMRZ G0 °J PORCH K CUITCHOGUE, NEW YORK ( f z December 19,2016 URAL TALGATIN r ARCHITECT S E C O N I;) FLOOR PLAN SEWND FLOOR EXI5TIN6: 624 5F 436 7th STREET I FIRST FLOOR EXISTING: 1,245, 5F SECOND FLOOR NEW ADDITION: 252 5F GREENPORT, NEW YORK 11944 ul ,�L O R FL-AN�I N FIRST FLOOR NEW ADDITION: 636 517 50ALE: " ■ I"-O" TOTAL NEW SECOND FLOOR: 8116 5F (631)477-8963 TOTAL NEW FIRST FLOOR: IA51 5F JAN - '_ ►���` 1 WAWN3624 0 BEST ELEVATION- SCALE 1/4" = 1 ii-O" EXISTING NFW ADDITION E51 DE I�C '47--RENOVATION Bldg Dept copy from ZBA Final reviewed documents ZBA Fil # '70(P Date: u �-U--u --I -T -r !2r 17 --u-1 --1 -T -ir 4T !-Or ir- 11- 1- U-11-1 --I -t -I- it- ir- I WAWN3624 WAVN3624 e iE fffi WAWN3624 WAVN3624 TW2436 TW2436 SCOGGIN TW210410 TW210410 TW210410 RESIDENCE CUTCHOGUE, NEW YORK December 19,2016 NEN ADDITION EXISTING EXISTING ADDITION NORTH ELEVATION- URAL TALGAT RENOVATION RF-S I DENOE RES I DENGE RENOVATION 50ALr-: 1/4" _ Iii_O ll ARCHITECT 436 7th STREET GREENPORT,NEW YORK 11944 (631)477-8963 �l ;!7 oF LJI 11 P=T EX 1 STI N6 NEN ADP I TI ON RES 1 DENOE RENOVATION EAST ELEVATION 50AL E: 1/4" _ 1 "-011 NEW AIX;?1TION EXISTING RENOVATION RESIDENCE Bldg Dept copy from ZBA Final reviewed documents ZBA Fil # "7p�j Date: / / I _ 3636 EM 161 I TW21032 SCOGGIN 1W210410 E S I D ENO C - - - - - - - - - - - - - - - - - L._J CUTCHOGUE, NEW YORK December 19,2016 NEN ADDITION EXISTING SOUTH ELEVATION. URAL TALGAT -011111- RENOVATION RF-S 1 RENO ARCHITECT 50ALE: 1/4" = I "--O it436 7th STREET GREENPORT,NEW YORK 11944 (631)477-8963 LJ LJ I / I I � I I I III � O n O EXISTIN6 EXISTING (i FLOOIL R JOISTS FLOOR JOISTS w IL w - - - - - - - - - -� f j w w v I I __ p I r i - - - - - I I I _- IIEXISTING "X EXISTIN6 X CRAWL —MAM i, SPACE VERIFYx 43 F- h n 1 EXISTIN6 t O N I I ( I I 5TL COLUMN ij I II I I w w IL- - - - - - - - - --I � -- - l EXI5TIN6 �- L - - -- -- - J l- - - - ----- --� J FLOOR JOISTS EBEAMG - - - - - - - - I ( I EXISTIN6 11 - - --- - UIT - - - - - - - BEAM .i S f --------� II PROVIDE I ' II EXI5TIN6 ROOF BEAM I l� III AND ROOFING ILI - _ - - - - - POCKET II NEW � 5TL COLUMN ON 24" PROVIDE #5 REBAR DOWELS, 12" so 12" DEEP OG, 18" LONG, 5ET b" INTO EXTG IL z O GONG FTG W/ z O GONG, GROUT SOLID TYP 3 4 REBARown - - EXISTING ROOF PROV12" OGI,DIB" ONEG SET INTO RO F A� - n -- a- --— -- - -- AND ROOFING I PROVIDE #5 REBAR D WELS, I I EACH WAY TY 1 t 12 OG 18 LONG 5ET b INTO EXT6 GONGGROUT SOLID TYP Ixil O x O C}F: 6 I --- ,' rrI NEPS 'AND NC _ _ - �I i EXT& GONG, GROUT SOLI TYP y 2x10 ® Ib" I O O GONG SLAB I 1T ��OFING -�_ - - - - - - - - h - -- -- - -- -- -- . 1 I I X1 2" THK m ! L -1 R I FY U I, EXISTIN III p I I '� I 01 GONG 5LAB 1-- I �— - _-- -- -- ROVIDE LOWER CONC PROVIDE N �— — — — L — — — — — — SH LF DEPTH OFF OOR i BEAM mi t JO 5T AND PTL SIL TYP I POCKET = L -------- r i) 1 I 0 . , PROVIDE I 1 NEW 48" FAB GAL w NI I POCKET :C('04 MTL WIN W WELL — G�LU ON 24"2x10 ® 16" SQ 12" DEP II2x10 ® I6PROVIDE I5 4 P, 0 — O EXISTING T 6 I I E GH WA TYP x — II \ � VALLEY I I� m I SLAB W/ bXb10/10 THK CONC FLASHING IL XI TGif I it I � I B I I NEW 4 MM MATCH CRAWL EXISTING BASEMENT • I , i X SPACE — FLOOR HE16HT � x WAL s OBE 1 >Y I I c`I �' . REM D Z O MATCH -. �. c I .� • I O I � - � I — II II EXISTING ml , . I NEW 8 xlb CMU — __ I NEW BAS MENT � I -- 1- J I HEIGHT •` PIER ON LOW � � ACCESS ILGO DOOR !L T - � I � (� �' � FOUNDATION ' < Z - I L- - ti I L ABOVE _ - N k NEW 8" THK GONG ( EXISTING WALLS dJ - - - %0 -FOUNDATION-WALL ON- - I I� � v I -�O BE-REMOVED :� ,x ';��1 .••.:,-, ��•?r z I I Z U01 z 24" WIDE 8" DEEP p N PROVIDE GONG FOOTING W/ 9 x PROVIDE JOIST HANGERS I AT NEW. FLOOR, OI T5 �BEAM � REBAR5 - >?�• P NEW FLUSH BEAMI G POCKET CONNECTION 12I DIA GONG PIER O 2x10 ® Ib56" BELOW GRADE I �I — - PROVIDE GAL P05T qtr w z � I CLAMPS TOP OF PROVIDE LOWER -.. .,., - -- W — - FOOTING I I PROVIDE GONG SHELF DEPTH • . _ ( %i ��I OF FLOOR J015T ( _ BEAMp POCKET I AND PTL SILL TYP II �.,r"1 • 13 Sl 3 TYP 411 4II TYP ^s• 1 Y0VI of ® '�I NEW 8" THK GONG q1 8 ROOF FLA I `� FOUNDATION WALL ON 24" WIDE 8" DEEP 8"TYP As GONG FOOTING W/ 5 SCALE: 1/4" = I"—O" #S REBARS BUILT EQUAL EQUALSC®G G I N VERIFY VERIFY R% E S I C CUTCHOGUE, NEW YORK 5ASEI IEI ` 7 FLOORPLAN July 21,2017 Revised March 12, 2019 50ALE: 1/4" = 1"-0" URAL TALGAT 9 ARCHITECT 436 7th STREET "V GREENPORT, NEW YORK 11944 (631)477-8963 z X W EXISTING SCREEN EXISTING 5GREEN z PANELS TO REMAIN PANELS TO REMAIN z I I I EXISTING EXISTING ROOF AND I ttt� ROOFING BELOW I IUY PORCH ►� I I Z� � J I I i I w< LU� EXISTING EXISTING EXISTING =(:2,1 NEW 'EXISTING ROOF AND yyAROOFING BELOW - - - - w - - -- - V I I I I 41-511 2-1 Z _ d) t6 } I I I I X �; NEW SITTING w w p o m ROOM I � n - -- -- o EXISTING BEXISTING BEDROOM LIVING 4' ROOM EXISTING ROOF AND NEwEXI5TIN6 I — _Roo>=iN�_BELow — — — _ � —I 17- - --1 �, WALLS ALIGN �L I GN ATTtG z w w i7o- jX15TIN616 o v v z IJ w z z Q Q 36x80Nr- - - - - - --0 REGONSTRU TED NEXI5TIN6 I WALLSG BATHROOM STIN& - EXISTING(4)2x4rL 1 POST(FROM �, ~ ~ m ,� WALL5EXI5711�IG C EXISTING r--I N N i (( XISTINGRIDGE TO BASEMENT EXI INC I I Z X X I = �FOUNDATION B hr om I I N w wWALLS — LAUNDRYEXISTING i N T W z WALLS GL NEW A R NEWW,4LL5 iv 5 3-Q D m - THROOM w lur36x80 HALL Q NEW _ (4)12x80 WALLS a� __ - _ _ - - - NWALLS EXISTING O (4) 2x4 POST 3'-3" O " PROVIDE x 0- - - - - - ,n m WALLS REGONSTRUGTED O (4)2x4 POST 0 m NEW Q EXISTING BEDROOM — _ II?/e" TJI 560 �J ® Ib" FROM RIDGE c0 BATHROOM N A —❑_ 3 I m NEW EXISTING TO 13^5EMENT `r m _ X _ x _ _ _ `r 30x50 WALLS z WALL5 _ -� Q �' NEW PANTRY I �? FOUNDATION O - O 2x8 RR ® I6" I 11 (4) �x4 N n — —— GL �x — = X (3) 2x6 POS I-OST w o ! ! N 2x J ® 16" N — -- - - - — — — m _ (2)11�/e LVL_= A B X EXISTING f-EXISTING EXISTING SECOND FLOOR RESIDENCE NEW SECOND FLOOR CHIMNEY CHIMNEY ADDITION REW)VATION EXISTING CHIMNEY EXISTING ROOFING EXISTING ROOFING ROOFING TO- TO REMAIN TO REMAIN L S ._�NEVSI SIDING 4 TRIM TO MATCH U _r T- U_ EXISTING D W IDING IM TO EXISTING MAI SIDING 4 TRIM TO EXISTING 4 NC7 REMAIN EXISTING ROOFING 51MINC7 TRIM TO 7OF q5__ REMAIN EXEXISTINGROOFING TO REMAIN -- T-C MA 'CH - MATCH EXI TING5 - x TO REMAIN -15TINC7— tu EXISTING ROOFING to TO REMAIN -- CASED BEAM EXISTIN5 SCREEN EX15TIN& SCREEN EX*TlS SCREEN 71 A31 A31 A31 all SG PAR'l-5 TO PANEL 5 TO PA�EL5 24 6 PIE AIN RE-1 NIN EXISTING SIDING 4 CA5ED 0 TRIM TO REMAIN EXISTING SIDING 4 NEA SIDING 4 TRIM EV4 SIDIN(5 4 TRIM-- POST TRIM TO REMAIN TO MATCH EXISTING EXISTING _—NEVIsIT4-TRIM --- -TO-MATCH-EXISTI NC7— EX15TINC7 NVATI N"'"',", EXISTINS EXISTING FOUNDATION FOUNDATION FOUNDATION VOU. TO REMAIN TO REMAIN TO REMAIN - - - - - - - - - - - - -I- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- — — — — — — — — — — — — — — — — — — — — s. EXISTING RESIDENCE EXISTING FOUNDATION TO REMAIN VE, EAST ELEVATION - - - _ _ _ _` _ _ - -- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - Sr-...,ALF- : 1/41' 1 ''-011 EXISTING FIRST FLOOR RESIDENCE NEW FIRST FLOOR ADE ITION RENOVATION B A NORTH ELEVATION- SCALE: 1/4" 1 "-011 NEW SEG IND FLOOR EXISTING SECOND FLOOR RESIDENCE EXISTING VENT TO MATCH EXISTING ADDITION RENOVATION EXISTING CHIMNEY EXISTING CHIMNEY CHIMNEY NEW r_6RE55 wlxDows -NEIN-Roofti 67 EXISTING ROOFING EXISTING ROOFING .-TO-MATCH TO REMAIN To REMAIN NEW 51DIN(5 4 TRIM TO MATCH EXISTING r_7- u -r -F U!I ---NEV4-5ID1N(5— EX15TING EXISTING EXISTING ___4__TRfM_TO— SIDING 4 SIDING 4 SIDING 4 �j MATCH— TRIM To TRIM TO TRIM TO EXISTING REMAIN REMAIN REMAIN __NEV41:ZOOFIN&-- W-�-NEVIII-ROOMNC7-- TO_MATCH____________ ____p1OOFING_ TO U -TrD MATCH— x lu STIN(5- ST CA%5ED BEAM X1 N EX ST G wi w EXISTINI REEK 55 PANE To WI 400 )N -NF-;N 51DINC7-- RE�I IN —4-TRIM-TO JULIE 1011L TO MATCH EX15TINC7 TwFulo MATCH— _BASEMENT_____ EXISTING 51VINS7 4 BI 61, CO_VOOR TRIM To REMAIN EXISTING 51VINS 4 -91MNC7 4 TF, TRIM TO REMAIN NEK MA -E tSTING TCH X > t EXIST EXISTING f. FOUNDATION FOUNDATION • TO REMAIN TO REMAIN ..... J% S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTINS a" 50 CASED FOUNDATION nA-*no PUZAT P05T TO REMAIN BUILT cw NEVq 12" CONr.,, PIER 56 BELON 67RAVE - PROVIDE tr SCOGGIN GA MT P05T ANCHORS - - - - - - - - - - - - - - - IF- - -- -- -- -- - - - - - - - - - - - - i L - - - - - ti.yrs RESIDENCE NEW FIRST FLOOR ADDITION NOVATION EXISTING FIRST FLOOR RESIDENCE Now CUTCHOGUE, NEW YORK July 21,2017 Revised March 12, 2019 URAL TALGAT ARCHITECT SOUTH ELEVATION �NEST ELEVATION 436 7th STREET rmwq GREENPORT, NEW YORK 11944 11 (631)477-8963 Em H1 I H11 I H�HIH7A31H S(f.,ALE : 1/4" 1 "-011 EXISTINCv FIRST In oad FLOOR STRUCTURE EX ST I NO SECOND FIRST FLOOR STUGTURE FLOOR ADDITION BITTERSWEET LANE PROPOSED FIRST W C ® ( PRIVATE ROAD FLOOR ADDITION LU W Q) NE/� O 'xP ' 17)R"%r SELL PROPOSED SEGONL-,� ® I— vn FOR RAIN CATER FLOOR AEX;) TION O X z,,,,---AREA OF I �� RUNOFF F01�1' DU L� I NO � � � I STUi���NG� SO2 S� N -74 08 00 � � J Y I j I I I l \II L J \ \ I I I I II ks) III , �\ •\ q II // ,� / .__I - � I � Sk V1 I - FROFOSED SOIL STOCX l L FILE AREA - — 21 I—a II C) -1 Q SO5 . 17 ' O < EX STING FIRST AREA OF I;) STU 5ANGE - FLOOR S7 RUGTURE LOCATION - ° 0 X � � 2,5001 SF CA _ 'SII APP 0 ED AS NOTED DATE: NOTIFY BUILDING TM TAT PURSUUANNT TDEPAR BETA TTf'Jf WATER RUO CHAPTER 23636 PROPOSED F I RST EX I ST I NC7 FIRST S 8AM TO 4PM FOR THE OF THE TOWN CODE. FLOOR ADDITION EVG��y�o FOLLOWING FOLLOWW FLOOR STRUCTUREING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED o FOR POURED CONCRETE I LE GREE .: y 2. ROUGH - FRAMING & PLUMBING LITTLEPEGONI 3. INSULATION 4. FINAL - COr'.'i:; .,TION MUSTSCALE ■ 1 �� - 10'-��� 5ASE>�ENT BE COMPL;-Tv: FOR C.O. ALL CONSTRI,,C i'10"a SHALL MEET THE DOOR SITE REQUIREMEN S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �i'�?U.�S RLI�C�'�RD°>NC RQU:R`" DESIGN OR CONSTRUCTION ERRORS. O 0 $R0ADWA7ER::: .. PLUMBER GUTGHOGUE NA55AU POINT CERTIFIC/�TION COMPLY WITH ALL CODES OF ER IFA ATE 017 )V ., L 1", NEW YORK STATE & TOWN CODES ICA TE OFC��. ;;'f:/ %Y AS REQUIR AN1) „..:NDI T IONS OF SOLDEI ; I T ®AIA -1 SOUTHOLD TOWN ZBA El,CE! 4.. � � _� �'f'' '�`'`-'� SCTM # 1000 - 104 - 02 - 008 FIRST FLOOR EXISTING: 1,295 SF i✓' vii iia �L:fiD. sOmni r)Tote EI ehI�1IN_ �BOAR FIRST FLOOR NEW ADDITION: 636 SF Property: 2220 Pine Tree Road TOTAL NEW FIRST FLOOR: 1,931 SF ES Address Cutchogue, NY 11935 �Iv� L/LV-- Owner: Lindsey & Shelley Scoggin SECOND FLOOR EXISTING: 624 SF 2220 Pine Tree Road SECOND FLOOR NEW ADDITION: 252 SF Pa,I..I�1s1cr�:1r utchogue, NY 11935 TOTAL NEW SECOND FLOOR: 876 SF Surveyor: Roderick Van Tuyl &4'VF+TER Li'NES iv'�ED <.Licensed Land Surveyors TOTAL EXISTING FIRST&SECOND FLOOR: 1,919 SF TESTING BEFORE CCUERING:, Greenport NY 11944 TOTAL NEW FIRST&SECOND FLOOR: 2,807 SF OCCUPANCY OR �.'��'_�`"A��.r,�� Dated: 08 124 / 80 USE IQ WITHOI�7 f�� r'7l�=IUATE zoning: R - 40 Site Area: 19,515 sf, or 0.448 Acres OF OCCUPANC Building Area: 1,295 SF Existing SCOGGIN Building Area: 1,931 SFR"hI C E Proposed E S E PNI ELECTRICAL Lot Coverage: 6.63%Existing CUTCHOGUE, NEW YORK INSPECTION REQUIRED Lot Coverage: 9.89%, 20% Allowable July 25, 2017 Proposed U RAL TALGAT Area of � �_ �^ ARCHITECT Disturbance: 2,611 SF 436 7th STREET J l GREENPORT, NEW YORK 11944 v (631)477.8963 DEBRIS PROTECTION FOR OPENINGS 8STRUCTURAL REVIEN BY STEVE MARESCA, FE WIND-BORNE 188-O� NEST MONTAUK �#IGHI�IAY, HAMPTON BAYS, NY I I �4� FOR V�IALL OP NI NCS PROTECTI ON OF 120 MPH 5-SECOND Yell ND GUSTS FOTPHONE 651 -72P ci4P O ( MAXIMUM MEAN ROOF HEIC HT: 359 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY 2 x 6 TIE @ EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: d ICE SHIELD UNDERLAYMENT S I N&LE SAM I LY RAS I DANT I AL' SHUTTER ASSEMBLY REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.5. FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 410 WIDE SPAN CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 45/24 5HEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4 ) I ALTERNATE P051TION OF C i-- ii W ASSEMBLY: HURRICANE CLIP USE SS O MAX I MUM GROUND SNOLOAD - 45 PSF. SIMP50N H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ FIRST LEVEL - 40 PSF. L.L. #10x3" (W/ WASHER5) GALVINIZED OR 5TAINLE55 STEEL LIMING AREAS - 40 PSF. L.L. WOOD SCREW (p 16" O.G. SIMP50N H2 HURRICANE BEDROOMS - 30 P5F. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM WIND SPEED - 150 MPH #10 TEE NUTS ATTACHED TO BLDG. W #IOxI-I/2 ( W/ WASHERS) RAFTER TO STUD. - FIRE AREA MACHINE BOLT @ 12" O.G. 5 Pea rNi IA Ls EACH ExpSEISMIC DESIGN CATEGORY - B RAS I D NG 2,80 S� WEATHERING - SEVERE APA RATED PLYWOOD TO FROST LINE DEPTH - 36" EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS o IEDGE of EXTERIORALL TERMITE - MODERATE TO HEAVY SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME :WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 1,f CONSTRUCTION ULTIPLE SECTION ASSEMBLY: I/4" THICK BOLTS @ 2' OG • GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2015 INTERNATIONAL RE5IDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD 5HEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER.LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY MINIMUM 25 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 5IMP50N MST27 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. cy 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 7--SHUTTER ASS E M B LY 2 x 6 @I6" D.G. DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.5. STUDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS:4' OR WIDER SPAN 0,or FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 3/4" DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CON-1 SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(B) PRIOR TO START OF ANL, OWNER. 2x4 STRONG-BACKS @ 24" OG AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L la. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: SIMPSON MST2-7 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNT!:. FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1/2" WIDE -• 20 GAGE LF-55 THAN 596. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WASHERS) GALVINIZED OR METAL 5TFZ/,f1 ca48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. CONCRETE 5LAB5 TO BE COMPACTED TO 01596 AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL 5HEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (W/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL Ell 8d NAILS c� 4" O.c. RELATIVE DENSITY. WOOD SCREW @ 16" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR <: ''% ' 2 x 6 SILL PLATE �• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) '' :;' "'i A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER MACHINE BOLT @ 12 O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. POR DESIGN. y;.'.;y ti,'` 5/8" x 12" A.5. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO w/ FENDER WASHER. 5. PROVIDE FIRE5TOPPING AT ALL LEVEL AN =X15TIN5 DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZED OPENING s - ::_ ; PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E IaQb AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD, HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH NINDOkN K PANELS TO MAINTAINED ON SITE. + BILL PLATE. SHALL COMPLY W/N`I'SBG CHAPTER #2504.cf.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPON51 B I L I TY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" Fm DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" ox.. Im o BETTER. INTERMEDIATE. PH Fm SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" In MIN. THICKNESS OR AS NOTED. ll. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING Im RAFTER/TOP PLATE 3-16cl (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o Flo ° CEILING JOIST/TOP PLATE 4-Sd (TOE NAILED) 3. ALL 5U5FLOORING TO BE APA RATED STURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 8-1661 (PAGE NAILED) EXF05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. COiiNECTORS BY "TECO" OR APPROVED EQUAL. FOR GABLE ROOFS _ BLOCKING/RAFTER 4-8d (TOE NAILED) TIME'-ER PILE FOUNDATIONS, PROVIDE HURRICANE o (to RIM BOARD/RAFTER 4-1661 (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER J015T TO GIRDER TOP PLATE/TOP PLATE 2-1661 (FACE NAILED) WITH DOUBLE UPRIGHT5, 01'-O" AND OVER WITH CONNECTIONS. _ TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a O STUD/STUD 2-1661 (FACE NAILED) MINIMUM OF 2-2X5 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Oh HEADERMEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-i-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND log O <,45° BOTTOM PLATE/FLOOR JO15T 3-16d (FACE NAILED) @ 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED p JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND GABLE ROOFS BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. 3 BEARING POINTS AT A MINIMUM. A SINGLE I /4" BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF SCOGGIN 10° 0 '('50 0 100< o X45 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. JOIST ON LEDGER/BEAM 3-1661 (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS PROVIDECOMMON NAILS e 4' O.G. BAND JOIST/JO15T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. RESIDE [NINCE- 100< AT HIGH PRR ESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTION5 OF ROOF - TVP. BAND .JOIST/51LL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZEDMETAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" D'IA.o X50 ° PLYWOOD ROOF DECKING Od @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL. CUTCHOGUE, NEW YORK STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12 O.G.. PROVIDE 8d NAILS & 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, @8" O.G. FIELD 0i. NAILING 50HEDULE SHALL BE AS PER THE N.Y.S. July 30, 2017 PORTIONS of PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING 56 @6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE URAL TALGAT COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. _ ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-896321 NEW 6" THK GONG FOUNDATION WALL ON 24" WIDE 8" DEEP GONG FOOTING W/ 5 #5 REBARS ALIGN ❑ ❑ ❑ ❑ ❑ ❑ s: -.r;;'z : ; :-; ///, ////// /i//.hJ'i//i v/X ////,7// / '!//, PROVIDE #5 REBAR DOWELS, 12" / Q PROVIDE #5 REBAR 4 THK GONG SLAB OG, 18 LONG, SET 6 INTO EXT& w Q r DOWELS, 12" OG, 18" k v 6X6 10/10 SWM j GONG, GROUT SOLID TYP y LONG, SET 6" INTO EXT& MATCH GONG, GROUT SOLID TYP at I EXISTING Z HEIGHT - - - - - - - - - - �— C - - __- - - - - __ �if/ti� h�i� /miff/ '�J!/ / / / /f//r `�.�yh'' �!/ II I I i II I 1I / Ili ci II i lY I I Q T EXI5TING l EXISTING 0 I i FLOOR JOISTS I FLOOR JOISTS T, LL II I I� it C,ko I I F- - - - - - - - - - LLL _ � z -I Tl LU 1 J II z LH z I LiI / ! w I w w I / kDLU I _ II / I II w w � EXISTING � — / EXISTING Z / CRAWL ——— BEAM / z n L— _ - - � — — — — — — — — - z_ z_ i �] SPACE I VERIFY - -X�- - h n �� - - - - - - � EXI5TIN& � - - - w J — Lo I I II I I LoI STL COLUV N � r. W II II II II II w w II II II I II i I II I I / II I _ / II -- - - - - - - - LL — ] - - -I EXISTING - - L- — — _- - - - J EBIEAhG - � L - - - - - -1L - - � --- -- �— — ] L —FLOORJ015 T - - — ' I—A . �I I / I I I I I I 10'-2" i I �I �_ XISTM / LJ IJ ' - - - - - - - LJ LI TTT — —�— — / _ .� BEAM - -1—_ jT — -- - - - - — / F ---- PROVIDE I EXISTING ROOF I I I BEAM t/(t� I LI III AND ROOFING ILI _ _ _ _ — — — POCKET Y' I I I ISI NEW BY2„i�TL__ # „ i I COLUMN ON 24 i PROVIDE 5 REBAR DOWELS, 12 n I LJ I A i!ii /!ii!`�L-! //i!// i//l, . // '..!!!!! i!// I 50 12 LEEP ], OG, 18 LONG, SET 6 INTO EXT& / )- I I O N GONG FTG W/ O N / GONG, GROUT SOLID TYP - - - i EXISTING ROOF X 1 _ W U N O EACH WAYRTYP O PROVIDE REBAR tAEL5, � 1 � �E F AND ROOFING PROVI E #5 REB�F? 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