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HomeMy WebLinkAbout31305-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32438 THIS CERTIFIES that the building ALTERATION Date: 06/27/07 Location of Property: 730 BAYVIEW DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 5 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7, 2005 pursuant to which Building Permit No. 31305-Z dated JULY 25, 2005 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 ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5682 DATED 4/14/05. The certificate is issued to JOHN J & JOY E GALLAGHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2101254 10/27/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 01/03/07 GREENPORT PLUMB.&HEATING ori d Si ature Form No.6 DEC 2 7 �. 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction:2 _ Old or Pre-existing Building: (check one) Location of Property: / ./U { y ✓1 P� 1) r'I -, e-, 644; A House No. s Owner or Owners of Property: c Street � JvV Hamlet Suffolk County Tax Map Nod 1000, Section (7 Block n U U S Lot 0 Subdivision _ Filed Map. Lot: Permit No. Date of Penn t. tslO Applicant: Jnk,� p.ti.� io y Gq (( Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ 27 • CCJ (check one) Ue_aii, Appj4krt Si9., FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31305 Z Date JULY 25, 2005 Permission is hereby granted to: JOHN J & JOY E GALLAGHER 12 WINDING HILL DRIVE WALLKILL,NY 12589 for : ALTERATION TO AN EXISTING DWELLING AS APPLIED FOR TRUSTEES at premises located at 730 BAYVIEW DR EAST MARION County Tax Map No. 473889 Section 037 Block 0005 Lot No. 005 pursuant to application dated JULY 7, 2005 and approved by the Building Inspector to expire on JANUARY 25, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 -s -s BY THIS CERTIFICATE OF COMPLIANCE THE 3�, NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PLATINUM EAST ELECTRIC 1320 KENNEY'S RD SOUTHOLD, NY 11971, Located at 730 BAYVIEW RD. EAST MARION, NY 11939 Application Number: 2101254 Section: Block: Lot: JOHN GALLAGER 730 BAYVIEW RD. EAST MARION, NY 11939 Certificate Number: 2101254 Building Permit: 3 1305 BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Second Floor, 2nd fl. bed/bath, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th Day of October, 2006. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 2 0 Smoke Appliances and Accessories Exhaust Fan 1 0 F.H.P. Wiring and Devices Outlet 5 0 Fixture Fixture 5 0 Incandescent Outlet 9 0 General Purpose Receptacle 5 0 General Purpose Switch 7 0 General Purpose Paddle Fan 1 0 Receptacle 1 0 GFCI seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. o�OgUFFOC,��o ce : Town Hall, 53095 Main Road O Fax (631) 765-9502 P.O.. Box 1179 y�Jfol �aO� Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: J /v —; , c9 0 c -7 Building Permit No. Owner: � h f) L// (Please print) Plumber: (Please print) �J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ,w (Plumbers gnature) Sworn to before me this 2 N ) dayof MA("k , 20 07 John M. Judge NOTARY PUBLIC, State of New York [� ^ No. 01J16059400 Qualified Suffolk County Commission ssioio n Expires May 29, 20 0"7 Notary Public, S ,, � IPJ � County APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 BOARD OF APPEALS TOWN OF SOUTHOLD 6 Lv�3 Tel. (631) 765-1809 • Fax (631) 765-9064 a oc:. DEPT. FIN INGS, DELIBERATIONS AND DETERMINATION HO.�D MEETING OF APRIL 14, 2005 ZB Ref. 5682 - JOHN and JOY GALLAGHER Property Location: 730 Bayview Drive, East Marion; CTM 37-5-5. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 8,592 sq. ft. parcel has 52.63 feet along the south side of Bayview Drive, and is improved with a two-story, single-family dwelling as shown on the May 12, 2002 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's January 21, 2005 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of a building permit application for new additions. The reason stated in the disapproval is that the new construction will increase the degree of nonconformance when located (a) less than 10 feet on a single side, and (b) less than 25 feet for the combined side yards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a second -floor dormer and deck over the existing porch roof at the southwest corner of the dwelling. The setback from the westerly side (right-of-way/walking path) is seven (7) feet, as shown on the copy of a survey prepared 5/10/05 by Mark Kevin Schwartz, R.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There will be no change in the footprint, and the existing footprint conforms to the streetscape. Page 2 — April 14, 2005 ZB Ref. 5682 — John and Joy Gallagher CTM ID: 37-5-5 2. The benefit sought by the applicant cannot be achieved by any method feasible for the applicant to pursue other than through an area variance. The room to be enlarged is the only second -floor bedroom and is on the side of the house with an existing setback of less than 10 feet. 3. The amount of relief requested is not substantial; the addition does not raise the height of the roof ridge of existing of the house. 4. The difficulty was not self-created 5. The variance in this community of private homes will not have an adverse impact on the physical or environmental conditions in the neighborhood. The house will remain a 1 '/z story structure. Grant of this variance relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. BOARD RESOLUTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: NOW, therefore, on motion by Member Simon, seconded by Member Orlando, it was RESOLVED, to GRANT the variance, as applied for and shown on the drawings prepared 5/10/05 by Mark Schwartz, Architect, and the May 31, 2002 survey prepared by Joseph A. Ingegno, Land Surveyor. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). Ruth D. Oliva, Chairwoman 5/6/05 Approved for Filing James F. King, President ��oF souryo Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen G Q Bob Ghosio, Jr. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE # 0206C Telephone (631) 765-1892 Fax (631) 765-6641 Date: June 6, 2007 THIS CERTIFIES that the construction of a second -floor dormer and deck over the existin porch roof at the southwest comer of the dwelling with gutters and drywells. At 730 Bawiew Drive East Marion New York Suffolk County Tax Map # 37-5-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 05/27/05 pursuant to which Trustees Permit # 6146A Dated 06/22/05. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a second -floor dormer and deck over the existing porch roof at the southwest comer of the dwelling with gutters and drvwells. The certificate is issued to John J. Gallagher owner of the aforesaid property. A. '9%0 Authorized Signature Mark K. Schwartz, AIA —Architect, PLLC s.y P.O. Box 933 %�r• Cutchogue, New York 11935 June 14, 2006 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Gallagher House 730 Bayview Drive East Marion, New York Permit # 31305 To Whom This May Concern: Phone: (631) 734 - 4195 Fax: (631) 734 - 2110 I reviewed the project insulation work during the construction phase. To the best of my knowledge, the insulation has been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly you Mark Schwart GaOgherinsulCerGdo Mark K. Schwartz, AIA - Architect, PLLC P.O. Boz 933 Phone: (631) 734 - 4185 Cu4hogue, New York 11935 Fax: (631) 734 - 2110 1 June 14, 2006 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Gallagher House 730 Bayview Drive East Marion, New York Permit # 31305 To Whom This May Concern: I reviewed the project plumbing work during the construction phase. To the best of my knowledge, the plumbing has been pressure tested and installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mai GallagherPI=b-g I Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Phone: (631) 734 - 4185 •%N• Cutchogue, New York 11935 Fax: (631) 734 - 2110 June 14, 2006 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Gallagher House 730 Bayview Drive East Marion, New York Permit # 31305 To Whom This May Concern: F 15 I reviewed the project framing/strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have been completed as per plans and meet or exceed the code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz GaBagherFra g I TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [;]ROUGH G.FOUNDATION 2ND [N ATION FRAMING/ STRAPPING [INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE /0 INSPECTOR ,//(L- 313o'�- z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING XFINAL A Xy�� [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION w�mm m wvw_ jo DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ 1 FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ?Y DATE 0� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING/ STRAPPING[ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ` , ®lam INSPECTOR '�/la TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST.1 SUB. LOT ORMER OWNER f N E ACR. /�,// Oka H/ S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ^ ° fce 1 /d 7L -O a - v )--7L- co, 600 &5v© ,t�/d, �►9Q�71.%�w'/d��e rc .C, �GbtL 0 o a i G6 9-Ll7705 0 7P551Cr 13 r �59/C7U 9-9.1b re c{�p-?fir % AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER o� Woodland Meadowland FRONTAGE ON ROAD DEPTH 8 �s House Plot BULKHEAD Toto-tw "' DOCK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 204 Approved 20 J Disapproved Expiration , 20 APPLICATION FOR BUILDING PERMIT Date 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 shai ije 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. E 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 repilations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli t or name, if a corporation) X33 (Mailing address of applicant) State whether applicant is owner, lessee, agen ,architect, engin general contractor, electrician, plumber or builder Name of owner of premises G (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 proposed work will be done: 73o 6,4y e//.E"✓ 02tCE House Number Hamlet County Tax Map No. 1000 Section37 -Block 05- Lot 6 Subdivision Filed Map No. Lot (Name) BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Boeerd approval Survey PERMIT NO. Chec Si L Septic Form N.Y.S.D.E.C. APPLICATION FOR BUILDING PERMIT Date 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 shai ije 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. E 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 repilations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli t or name, if a corporation) X33 (Mailing address of applicant) State whether applicant is owner, lessee, agen ,architect, engin general contractor, electrician, plumber or builder Name of owner of premises G (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 proposed work will be done: 73o 6,4y e//.E"✓ 02tCE House Number Hamlet County Tax Map No. 1000 Section37 -Block 05- Lot 6 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .5'14 jci b. Intended use and occupancy f14 /L! 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 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. 5E E PC.01VU.f - 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rar 1 Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES— NOK 13. Will lot be re -graded? YES_ NCILWill excess fill be removed from premises? YES NO JoH-ov"Wo Joy A6, /Sox 244 — 14. Names of Owner of p�r ises 4 *U 4 aftER Address GAIT ^ ih2 iii✓ Phone No. - z Name of Architect /-(AlZ,rJ G F/wAit r-3� Address Phone No f /— Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESXNo * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT$ 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. STATE OF NEW YORK) SS: COUNTY OF ) 1�TC_ 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, 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 t before me this day of 20 O Y Notary Public LINDA J COOPER NOTARY PUBLIC, State of New York NO. 01C04822563, Suffolk County, Term Expires December 31, 20 Si ature of Applicant BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /04r 'C APPLICANT: G,,.G_ - DATE SUBMITTED: x / -- /04 SCTM# DISTRICT: 1,000, SECTION: 1; 7 , BLOCK: F_, LOT: '5— SUBDIVIS ION ���( CITY: 1571-1 ZONING DISTRICT: 4 CONFORMING? BUILDING PERMITS OPEN/EXPIRED: BP -Z / C70 Z- , INFO PRE CO: Y OR N BP -Z / C/0 Z- , INFO BP Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: o& ACT. LOT SIZE: 4 REQ. LOT COV. o ACT. LOT COV. REQ. FRONT 3f PROP. FRONT -'REQ SIDE —-01z— Q. 3 r --ACT. SIDE Vxz- REREAR PROP. REAR— REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION:��'si ESTIMATED PROJECT COST: / CHI_ .D/ENGINEER: WATER FRONT? N�> DESCRIPTION BULKHEAD? 4U DISTANCE? -5PP-(p�G ° P0�J l� PANEL #/ FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NDBED #): DIE: _/_/ PERMIT #: TOWN SEPTIC RECEIPT: Y oEPTIC CERTIFICATION: Y o NEW YORK STATE DEC: -DEC9/1 S O O +� 14 DTE: //_ PERMIT #:,� SOUTHOLD TOWN TRU�I'RE or O IL— DTE:/�/ PERMIT #: TOWN ZONING BOARD APPROV ES DTE:/' /PERMIT #:$'� TOWN PLAN. BOARD APPROVAL or DTE: /_/_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES N NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)(YES or NO NOTES: 44 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF TOTAL: SF 1. ( SF)- ( SF)= SFX $ =$ 2.( SF)- (SF)= SFX$ =$ INIT OTHER TOTAL FEE FEE FEE 3.( SF)- SF)= SFX $ =$ +$ +$ - FINAL TOTAL. $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 12OMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice. Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N' n WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:` Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER,SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: YIN SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW -AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPETENCE? Y/N (RETURN TO PAGE ONE) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 21, 2005 TO: Mark Schwartz A/C Gallagher PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated January 14, 2005 For an additions and alterations to an existing single family dwelling at Location of property 730 Bayview Drive, East Marion, NY County Tax Map No. 1000 -Section 37 Block 5 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction on this non -conforming 7,666 square foot parcel in the R-40 District is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of.a non -conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single-family dwelling notes a single side yard setback of +/- 3 feet and a total side yard setback of 19 feet. The proposed construction notes a single side yard setback of +/- 7 feet and a total side yard setback of +/- 22 feet. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of nonconformance. Therefore -the proposed addition is not permitted pursuant to Article XXVI, Section 100-244, which states that non -conforming lots measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson Permit No.: 6146A BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date of Receipt of Application: May 27, 2005 Applicant: John J. Gallagher SCTM#: 37-5-5 Project Location: 730 Bayview Dr., East Marion Date of Resolution/Issuance: June 22, 2005 Date of Expiration: June 22, 2007 Reviewed by: Board of Trustees Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone(631)765-1892 Fax(631)765-6641 Project Description: To construct a second -floor dormer and deck over the existing porch roof at the southwest corner of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated on the survey amended by John Gallagher and received in the office on July 20, 2005. Special Conditions: Hay bales must be placed down along the 8' contour before any activity begins and gutters and drywells installed to contain the roof run-off. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Albert J. Krupski, Jr., President Board of Trustees APPf iOVAD AS NOTED DATE:4Lt B.P. #�4,��i FEE.-)I� BY:r_ R_ NOTIFY BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YOP� STATE & TOWN CODES %S RECIJIF_v :'JD CCNDITIONS OF 3-v, THOLD TOWN ZBA N% SOL' JLU TOWN PLANNING BOARD ✓ ___ SOUTHOO TOWN TRUSTEES N.Y.S. DEC ,.;4 OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. CERTIFICATION OF NAILING & CONNECNITOSNS MQUIR40t PANEL SPANS: 4' OR WIDER SPAN UNDERWRITERS CERTIFICATE REQUIRED r I � I 1 I I," I •I I I I I I. I' I PLUMBING ALL PLUMBING WASTE & WATER LINES NEED .TJ1,lG BEFORE COVERING II II la -' II II COMPUY WITH CFL FLOOD DAMAGE P 8,0UTHOCD TOWN 23/32' APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4•) 2X4 STRONG43ACKS @ 24w OC ASSEMBLY. 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 100 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12.O.C. 2) ATTACH ANG STRUCTURAL PANEL" FASTEN TO BUILDING w/ #1017 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16.O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/ WASHERS) MACHINE BOLT @ 12.O.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK.STATE. L ILTIPLE SECTION ASSEMBLY: 1/4• THICK BOLTS Q r OC ROOF ATTIC SECOND FLOOF FIRST FLOOD BASEMENT " JVLLI=11�1�Y�1:RuG\II� 13' F.A.I. TO APROVED SEPTIC SYSTEM 4 11N 11a 11N 11a 11N 1114 3 SH)WEIR SHOWER 19 3—. > 7 11N C. I C.O. KITf:HFN 1114 112 11N { 3 D W SIN SH WEIR = C.O!11N 7 = aASEUIEuT C1114114WM C.O! 4• u Nouse rw SLOPE 114" PER EQQT PITCH TO neew " JVLLI=11�1�Y�1:RuG\II� 13' F.A.I. TO APROVED SEPTIC SYSTEM I ,I/+ If r. 11-0 I - 12//oto4 0 ,.,k S" GALLA6H]5r, Rou5l!,v 73obAYvir--V,l pf;ziue EAST MAPle:fN_LW Y MAIZ�- Ks�MwArz-TZ, AIA- 4 PLL a Ajtr,qlTSCT P 0. Ls ox e)3 CvTc,HvCovf,, t4Y I1 93 3 0 II i EX I S TI N 6 ISA F-TIA L Z Nl) f=LCOK 23<10 leg e-(Cpoc P4, y "000 AgiPHAr,7- sthA)at-F-5 Al t1i E vo _T4. ESC PANr�Ef7�comer, i>10ploir VrcIJT C etc , srvz7f 5 rvz7f 7,pr t7us4 V Lo IV C* O,vc PAPASff� 11 NOW 3101 v )—, +Cj s OV 61 F- x ( ST !�T I 69-fo-zoaml 1� 11 -CA7"III 11 II- - pt,Kf :57-, C" WL- rA c F_ T7A./ Gv T- Lv -VO C- FAILIm C/ or ,3-6" 1*611 r645 Me /-7-,4x71 AIAC-A?PCAAI SCSIqF- -041�41-"NS77AJd /41512ii-RVOSIrle *Wf e CCV1W ON s(IOACIPIrles. CovT KIDGE ✓cw-r - AS PHA i, T SION6 TU a _. MATc H N6u/ W1 2x2 5"oma 4-,e4 Posts e r r P ) t'ROPO SED t�oizMErz I5rIN6 Es�Isr�uG PoQCF} wl Z -n A L- Soo -R+ 5J.-EV.A7-1 o i,10t A* GENE SNO"�'EGJ' I` AI J-_ WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4'/4"xx 20 20 gauge strap shall be attached to each pair of ratters in accordance to table 3.4. `U When a collar tie is used in leu of a ridge strap, the number of 10d common nails required each end of the collar fie need not exceed the tabulated number of ed nails in the strap. RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: in 1). The information wi8huh Ills set of costruction ducumetds Is related to basic design 2). intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with ourenl New York accordance to table 3.3. When a rafter or truss do not fall In fine with studs below, rafters Slate building codes. The General Contractor Is responsible for providing standard w trusses shall be attached to the well top plate and the wall top plate shall be attached to construction details and Procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.30. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a New level shall be attached with uplift connections in These codes arc to be considered as pan of the specifications for this building and accordance with table 3.31b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors in accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 41. WALL ASSEMBLY TO FOUNDATION: First wall studs shag be connected to the foundation, sig plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches In concrete responsibility for construction coordinating with these plans, nor responsibility for foundation and slab -on -grade, 15 Inches in masonry block foundation, or lopped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in swordance with table 3.3b. When sleet straps are lapped under the precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 -Inch square washes shall be aced with the anchor bolls. Ander bolt specific use expressed or Implied In the use of these plans. spacing Is to be spaced and sized in accordance to table 3.28. In addition to spacing, anchor bolts are to be spaced between &12 inches from the and of a sig plate and all 5). Refer to the Window and Door schedule forexterior openings. comers. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached with 8d common nags at 6' o.c, at the panel edges and 12' o.c. in the field, and 7). The General Cwrlmctor is to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior attached with SO cooler nails at 7' oe. at panel such as bookcases, shelving, pantry, closets, trims, etc. edges and 1(' o.c. in the fieldAhall be in accordance with the length requirements specified in table 3.15a -b. 8). Wind load requirements shag be taken Into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type It exterior shear allsshallmeettherequirementsoftable3.15a-btlmestheappropriate length adjustment factors In table 3.16. 1). The General Contractor and Mason to review plans, elevators, details and notes to determine Intended heights of finished Bemis) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewal lengths provided in lade 3.14 shall be permitted to be Increased when 2). All footings to rest on undisturbed (virgin) soil. interior sheanwalls are used. Sheathing and connections shall be in accordance with 2-4.4.2 and 2.2.4 respectively. 3). Provide 1/2' expansion joint material between concrete slabs and abutting concrete or masonry walls occurring in exterior or unheated Interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlor girder connections shag be attached with uplift connections in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill platesshag be have steal connedws In accordance with table be installed with 114 re -bar, 18' long at 12' o.c.. Use approved epoxy forInstalladon. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 9), CATHEDRAL CEILMGASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Where a ridge Is to be used as a structural beam, the rafters shall either be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shag be attached to each rafter -to edge along Me open ceiling pan of the building. Connections to the ridge and wall shag be be 6). Crawl spews W be provided with a minimum 16'x24' access opening. one P P W 9 attached with the above requirements. 8x16 cast iron foundation vett for every 150 sq. ft. of area. - DECKAND COVERED PORCH NOTES: 7). Damppro if exterior of foundation with bituminous coating as per section R406 of 1). Unless otherwise noted, ail framing materiel to be 01 ACO pressure treated lumber. N.Y.S. Residential Construction Code. A.6 -mg polyethylene film shagbe applied over the below grade portico of exterior walls prior to backfilling. All fasteners, hangers and anchors to be gaNinized or stainless steel. 8). Drainage as per section R405 of N.Y.S. Residential Construction Coda. 2). Girders for deck joists to be (2) 2x10, bolted to each post with washers and nuts. with proper steel conners anchored Girders on concrete pian shall be anchored cte FRAMING NOTES Into concrete with a minimum 1/T dia x r anchor bolt with washers and nuts. 3). Posta supporting girders shall be anchored to a 12'x12'x1T thick concrete footing. 1). All training techniques and methods as prescriptive design of 1895 SBC High Wind Edition Wood Framing Construction Manual. Use a minimum 1 I dia x r long anchor bolt with washers and nuns. Footings Shall 2). Unless otherwise noted, all framing and structural wood material to be 11112 + BTR, be 4 ft. below grade. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c., 3). Floss, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 Inch Noshing shall be installed between the building and ledger. otherwise. Ledger to be fastened to bugling with 11r dia. bolls with washers and nuts 4). Unless otherwise noted . all bearing wall headers to be (2) 2x10 N2 + BTR. Doug. Fir. vdhere Bearing wag headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6' above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wag window sills shall also have (2) window s01 plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All gush beamsNheaders to be Installed with heavy duty galvinized hangers and PLUMBING NOTES anchomwhereapplicabletoallconnectIngjoiota. 6). Double up Now Joists under walls that run parallel to the floor joist and under bathtubs. Floors to have the Installed shag be verified for bad capacity unless noted 1). All water supply, drainage and venting to be Installed as per N.Y.S. Residential Censauction Code. ceramic proper on plans. 2). Verily septic; system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in 0oorjoists at 8'0 o.c.. Use solid docking In Now joists under all bearing walls. 3). If wag studs, plates an joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at save vents.between rafters. Install draft blocking as slate code and manufacture's recommendafion for maximum hole size and spacing permitted. HVAC SYSTEM NOTES n8eded 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2' thick, 4 -ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety COX exterior shooting grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 314' trick TeG PTS Fir m Advanterh plywood subNoor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished Boor to be installed equipment supplier. over subgow as per manufactu e's Instructions. 11). All bathroom wells W have 1l2' (hick mdsture-resistant sheetrock. Geroge walls and 3). HVAC subcontractor to provide final system layout drawing and submit k to the General Contractor and grrrher for find review and approval ceilings and ova furnace to have 5/8' tick type -x she drodk. All other parts of bunding to have regular IIT sheelrock. All wags to be taped and finished. ELECTRICAL NOTES: 12). All roof with a pitch less than 4:12 shall be Installed with an Ice b Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat mots shall be applied with a Fiberglas base &heel with an EPDM torch down type material mer. 2). All electrical work shall be approved by a qualified Underwriter. 13). All sill plates and wood In contact with concrete to be pressure treated. SNI plates to 3). install Smoke detedas and Carbon Monoxide detectors throughout as per section R317 The installed v4th a foam sill gasket andcop-r-tex hermits shield or approved equal. of N.Y.S. Residential Construction Code. 4 F7 �\ .e3 YY t a• t `U N,>PV K LA I >-�� t «° r -a j i J 1 YwA e),., eOL�S PLAN CONTENTS: Q.r,Q9f!ANCY CLAS61FICATIONRESIDENTIAL WIND SEISMIC BUILDING USE FROST 8d COMMON @ 6' O.C. BUILDING HEIGHT WINTER ICESHIELD TQTAIL $0. FT. OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE 05 55C HIGH. WIND EDITION,WOOD FRAME NST UCTIO MANUAL. FRAMING ELEMENTS AS R FLOOR ANS CROSS SECTION AND GENERALNOTES FLOOD LOAD EXT. BALCONIES 60 TOE -NAIL DECKS 40 EACH ATTICS w/o STORAGE 10 HAZARDS ATL!CS w/ STORAGE 20 DESIGN LOAD CALCULATIONS SEVERE 4 FT. MODERATE ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) NAIL COLLAR TIE AS PER TABLE 3.4 ROOMS (OTHER THAN SLEEPING) 40 TO RAFTER ROOMS (SLEEPING) 30 NAIL STAIRS 40 EACH GAUR AILS !ANY DI EGTION) 200 EXPOSURE CATA O Y END NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION EACH (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NT AGE BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL 9!1�12955 SEE FLOOR PLANSAND WINDOW FOOT SEE NOTE: 1 PLUMBING RISER DIAGRAM FIRE PROTECTION (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CON5TRTION ENERGY CALCULATIONS RFSCHECK 3.5 RELEASE I CLIMATIC & GFOGRAPHIC nFSIC-,N rRITFRIA GROUND WIND SEISMIC NOTES FROST 8d COMMON @ 6' O.C. Sd COMMON @ 6' O.C. WINTER ICESHIELD 8d COMMON 0 6' O.C. SNOW SPEED DESIGN ATHERING LINE TERMITE DECAY I DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY TOE -NAIL DEPTH AS PER TABLE 3.7 EACH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 4 FT. MODERATE I SLIGHT TO 11 NONE NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER TO HEAVY MODERATE NAIL BLOCKING ? -Bd COMMON ROOF SHEATHING REOUIRFMFNTS FnR wiNn I nnn¢- SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6' O.C. Sd COMMON @ 6' O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON 0 6' O.C. 8d COMMON @ 1r O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON 0 4' O.C. Bd COMMON ® 4' O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof. Including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assume& sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c. WALL SHEATHING REOUIREMFNTS FnR WIMn I nnnc' SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE ed COMMON @ 6' O.C. 8d COMMON @ 12' O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) TOP PLATE 10' WALL: 4-8d COMMON RAFTER NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6' O.C. 8d COMMON @ 12- O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members whh 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NAILING SCHEDULE ROOF FRAMING - JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING RAFTER TO 8' WALL: 3-Bd COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-5d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFGM-SBC END NAIL BLOCKING ? -Bd COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER END NAIL JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO 4 - 8d COMMON PER FACE NAIL TOP PLATE 2-16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6d COMMON JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA SIDE NAIL STUD TO 2. 16d COMMON 24' FACE STUD O.C. NAIL HEADER TO 16*0.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2- I 5 COMMON PER 20 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL nnnwr_ can ricT o of ry 3-15d COMMON FOOT SEE NOTE: 1,2 JOINT DESCRIPTION N IL NOTES OTY. SPAC t JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 6d COMMON EACH TOE TO JOIST 2 -ed COMMON END NAIL BLOCKING 2 -Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 -16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3.16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3- ed COMMON JOIST NAIL BAND JOIST 3-15d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 C4 11 a] =I6Z171:Fill ■ C I I O I!' O JOINT DESCRIPTION ON IL NOTES OTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WALLBOARD WFCM-SBC L91a141INLm"i0017_\I WEII►lei JOINT DESCRIPTIONI NAI IL NOTES OTY. S ACING GYPSUM 5d COOLERS I r O.C. EDGE WALLBOARD 10"Or . FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL IL NOTES CITY. SPA STRUCTURAL ed COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16' OSB 6d COMMON 3' O.C. EDGE PLYWOOD 6' O.C. FIELD GYPSUM 5d COOLERS r O.C. EDGE WALLBOARD 10' O.0 . FIELD a Role] MCI 7117=lm I L I I I,� ICS JOINT DESCRIPTION NAIL NAIL NOTES SPACING STRUCTURAL PANELS Bd COMMON 6' O.C. EDGE 1' OR LESS 12' O.C. FIELD NU I E5: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed C on -c nter at the panel edge. If wall sheathing is nailed 3' on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - i 6d nall per foot. WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE -TO -RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER -TO -WALL RT20 APPLY TO EACH RAFTER RAFTER -TO -PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE -TO -WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL -TO -IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER -TO -JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD -TO -HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END IST. FLOOR -UNDER -SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) Ifod COMMON NAILS s 6" D.G. SHEAR WALL CORNER CONNECTION ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBP558 OR BP583) FOUNDATION SW DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72' OC CRAWL SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION y STORIES 36' OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES S7' OC SLAB -0N -GRADE USE WITH 3x3 SQUARE WASHERS (USP LBP558 OR BP583) WOOD GIRDER/HE, WOOD WALL BOTTOM F SUB Fl DOUBLE JOIST FRAMING FLUSH WITH GIRDER/HEADER DOUBLE .JOIST FOR NON-BEARING WALLS 2ND. F 2n IST. FLC IST FI IST. FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL IST. FLOOR TO FOUNDATION CONNECTIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS )NNECTIONS SILL PLATES LAP JOINTS) >ATION WALL TYPICAL HEADER CONNECTION SILL GASKET SHIELD SILL PLATES TO FOUNDATION ANCHORIM9 0 RAFTEF RIDGE NOTCHED R TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER F TOP PLATE -O TOP PLATE WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE -RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST' JOISTFRAMING OVER WOOD GIRDER WALL BOTTOM F SUB FI DOUBLE DOUBLE JOIST FOR UNDER A RAT14TUB DOUBLE JOIST FOR NON-BEARING WALLS <r4 y _ � V q'4 10 V aV� QQ e a A a 0• VV �^ 6� s ��� \ / � Al 9 Z144 d E DEED) + D J 21' 20" „ FAN cN a, '55 F- N SO° 0 O UTILITY POLE E Z NYf / F4. A •n \ RJ�(.+� 1P 7 p 1 J FOUND PIP CONCF MON. . / !� - Z4 F E X I r0 / r� Q�p y0 0 R^E qj lsrs° y i� \ �T' O Nn,.� Z off,/ Y' �•% n�'.� 00 x i i a 11.4 O O 0 pN f / 91p1p Ln co, E 0 O W _LL 0 �it 0 F so L X12 7 i 0 one r 6z# O FENCE - " i +a+145, �� j 63 / h� r a 2.3•W. z�RvoF � � a. , x a S 6` 4r�R ?aeo � ig� S 35' ,7 54 00 77Z) jjVLjjC*-M 75 'oSEn Aoo 3 Tlo v $ �. S 23044'-e VA r-A�� w 20 95 X!L A _ -_, __. 3 OCNis B i FENCE FOUND WALL 1.8•W. PIPE -_ C\ --—� I W_ U V 0U`KK N 7 4°�3'p ., �I — ---= � 2.2LW. S) �9 ,3 , W 37.99,, W S 87°54'48" W 9 , G <Y 5 32.5g45 1.50 36.18 01 B7 ,> S 26�WVa g r� DEED) Z << o� .0 tl x leIT, F4T,n t J B R9�E I 11I� 9f a %oj _ 0 i > -M.5 $upvgy H45 QE" ALM400 7a I uoeeMM pl RaR Ed Aooi77ov S D.. J _ — LIT 6—� >Up WALL \ — — I N ,3� 99 W 5 87-54'48" W 36.18' m SURVEY OF LOTS 112 & 113 MAP OF GARDINER'S BAY ESTATES SECTION TWO FILE No. 275 FILED SEPTEMBER 23, 1927 SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-37-05-04 S.C. TAX No. 1000-37-05-05 SCALE 1"=20' MAY 31, 2002 AREA DATA / �� S.C. TAX No. 5,869.49 sq. ft. 1000-37-05-04 0.135 cc. S.C. TAX No. 8,592.27 J, ft. 1000-37-05-05 0.197 — ` TOTAL (To TIE LINE) 14,461.76 sq. ft. o 0.332 SECoN � DORMEr2;lp_ i R2oPosw Pec.K NOTES: 00, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 "OVEK 1577.�G rp 2.3 W, 2. FbBcF} RooF v � 9 EXISTING CONTOUR LINES ARE SHOWN THUS: - - --E OY F FI - FIRST FLOOR I w - TOP OF WALL e� -M.5 $upvgy H45 QE" ALM400 7a I uoeeMM pl RaR Ed Aooi77ov S D.. J _ — LIT 6—� >Up WALL \ — — I N ,3� 99 W 5 87-54'48" W 36.18' m SURVEY OF LOTS 112 & 113 MAP OF GARDINER'S BAY ESTATES SECTION TWO FILE No. 275 FILED SEPTEMBER 23, 1927 SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-37-05-04 S.C. TAX No. 1000-37-05-05 SCALE 1"=20' MAY 31, 2002 AREA DATA / �� S.C. TAX No. 5,869.49 sq. ft. 1000-37-05-04 0.135 cc. S.C. TAX No. 8,592.27 sq. ft. 1000-37-05-05 0.197 Cc. TOTAL (To TIE LINE) 14,461.76 sq. ft. 0.332 Cc. NOTES: 00, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:�s, 9 EXISTING CONTOUR LINES ARE SHOWN THUS: - - --E OY F FI - FIRST FLOOR I w - TOP OF WALL 9 NN H I9 - BOTTOM OF WALL �+ %a o'o O �.n CO cn � 113• �' nJ i re ed� m 7.08 S 23'44'2:;" 11 P O 1 f) UNAUTHORIZED ALTERATION OR ADD71ON TO THIS SURVEY IS A NOTATION OF SECTION 7209 OF THE NEV YORK STATE EDUCATION TAW COPIES OF PHIS SURVE7 MAP NOT BEARING THE LAND SURVEYOR'S'INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED ANO ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMEMAL AGENCY AND LENDING INSOTUTON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSD- TURON CERRVICAHONS PRE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. TIRE K WM ME �� o AMaEi W6 �H�G i re ed� m 7.08 S 23'44'2:;" 11 P O 1 f) UNAUTHORIZED ALTERATION OR ADD71ON TO THIS SURVEY IS A NOTATION OF SECTION 7209 OF THE NEV YORK STATE EDUCATION TAW COPIES OF PHIS SURVE7 MAP NOT BEARING THE LAND SURVEYOR'S'INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED ANO ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMEMAL AGENCY AND LENDING INSOTUTON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSD- TURON CERRVICAHONS PRE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. TIRE K WM ME