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Home My WebLink About32526-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33382 Date: 11/10/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1955 BAY SHORE RD GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 53 Block 4 Lot 10 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 21, 2006 pursuant to which Building Permit No. 32526-Z dated NOVEMBER 29, 2006 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 ONE FAMILY DWELLING WITH SCREENED PORCH, DECK, SECOND STORY BALCONIES AND ATTACHED ONE CAR GARAGE AS APPLIED FOR PER ZBA # 5516 DATED 4/4/04 AND ZBA~ 5851 DATED 4/13/06. T~le ce~clficate is issued to JOHN M & ~UIRION BR3kNDVOLD ( OWNER ) of the aforesaid building. SL~FFOI~ COI~Y DEP~tT~qT OF }~J~TH ~PPRO~L~L R10-04-0145 10/08/08 E~L-I~ICJkL CERTIFICA~ NO. 3042145 10/22/07 PLI~BERS ~TIFICATION DA'r~V 11/08/07 J ZEES PLUMBING & HEATING ~~tho ized Signature Rev. 1/81 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 $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: [~ Old or Pre-existing Building: LocationofProperty: lq Z~-- ~.-~,x//~tt.k~e House No. Street Owner or Owners of Property: ~,~_~ d~ [,~ ~--~X'J[~/~ O~ Suffolk County Tax Map No 1000, Section Subdivision Date of Permit./~o,'O/- ~ Permit No. ~'Ofo,,7~t/~ (check one) Hamlet Block ~/// Lot Filed Map. Lot: Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~,,~, ~_) Underwriters Approval: .~Y (check one) Final Certificate: 05/22/2008 89:15 63i298@443 C CAT O0 PAGE 01 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 100315 CERTIFIES THAT /Jpon the application of upor~ premises owned Dy C-CAT CO. RO BOX 27 MATTITUCK, NY 11952, JOHN BRANDVOLD 1425 PLANDOME RD MAN HASSETT, NY 11030 Lo(::aled at 1955 BAYSHORE RD GREENPORT, NY 11944 Application Number: 3042145 Cartificate Number: 3042145 Sectierl: Block: Lot: Building Permit: BDC: N$37 Described as +~ occupancy, wherein the premises electrical system consisting of electrir;al devices and wiring, described below, located in/on the premises at: First Floor, Sec ) ~d Floor, AtlaChed Oara§¢, Outside, Attic, A visual ins[x~c[iotl ~f the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, w~,s 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 aHthority Ii~wing iurisdictiorh and found to be m compliance therewith on the 22nd Day of October, 2007. or 2 Carbon Monoxide Smoke F,H.P, Amps Amps Amps Oil Fixture Incandescent Floor,scent General Purpose Oeneral Purpos* General Purpose Laundry This certifif:ate ~nay not be altered in aW way and is validated only by the presence of a raised seal at the location indicated. 05/22/2008 09;15 6312988443 O OAT CO PAGE 02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the applicatio~ of upon premises owned by C-.CAT cO, rJrO. BOX 27 MATTITUCK, NY 11952, JOHN BRANDVOLD 1425 PLANDOME RD MANHASSEI t, NY 11030 Located ,~t 1955 BAYSHORE RD GREENPORT, NY 11944 Application Number: 3042145 Certificate Number: 3042145 St!orion: Bhx;k: Lot: Building Permit: BDC: NS37 Desc~d)ed ¢,,~ ~, occupancy, wherein the premises electrical system consisting of ~Ic, ctrica~ devices and wiring, described below, located in/on the premises at: Basemem, First l','lmm Second Floor, Attached Garage, Outside, Attic, A visulJl inspecflnn of the premises elecbicaf systern, limited to electrical devices and wiring tb the extent detailed hereir), was comtt~cted in accordance with the reqmrements of the applicable code and/or standard promulgafed hy the State of New York, Department Of State Code Enforcement and Administration, or other nLdhorit¥ having lurisdictJon, and found to be in compliance therewith on the 22ndDay of October, 200?. Appliance Air Conditioner GFCI seal 2 of 2 This c rtif {;ate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P. O, Box 1179 Southold, New Yo~ 11971 Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION ',ATE; Owner: ~ F'/<)~,o bo t ~ (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this Notary Public, ~~A~ mu~N J. NAGY Notary Public State of New Yor~ No. 4896735 Qualified in Suffolk County Commissic~ Expim,~ May 20 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0332c Date: July 8, 2008 THIS CERTIFIES that the demolition of existing dwelling and replace with new one and one-half story dwelling with screened porch At 1955 Bay Shore Road, Greenport, New York Suffolk County Tax Map # 53-4-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 03/02/04 pursuant to which Trustees Permit # 5879 Dated 03/24/04. 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 demolition of existing dwelling and replace with new one and one-half story dwelling with screened porch The certificate is issued to JOHN & MARION BRANDVOLD owner of the aforesaid property. Authorized Signature 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. 32526 Z Date NOVEMBER 29, 2006 Permission is hereby granted to: JOHN M BRANDVOLD 1425 PLANDOME RD MANHASSET,NY 11030 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISIONS #5516 & #5851 & DEC & TRUSTEES PMTS. BAY SHORE RD at premises located at 1955 County Tax Map No. 473889 Section 053 Block pursuant to application dated NOVEMBER 21, 2006 Building Inspector to expire on MAY 29, GREENPORT 0004 Lot No. 010 and approved by the 2008. Fee $ 1,028.15 Authorized Signature Rev. 5/8/02 ORIGINAL APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer Lydia A. TortiSra Vincent Orlando James Dinizio, Jr. http://southoldtown.northfork.net Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 4, 2004 ZBA File 5516- JOHN and MARION BRANDVOLD Property Location: 1955 Bay Shore Road, Greenport; CTM 53-4-10 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 18,905 sq. ft. parcel has 50 ft. frontage along the east side of Bay Shore Road, 322.18 ft. along the northerly side line, 344.03 feet along the south side line, and 54.57 feet along Pipes Cove. The property is improved with an one-story, single- family dwelling with deck as shown on the September 18, 2002 survey prepared by Joseph A. Ingegno, L.S. The existing dwelling is 52 feet to the bulkhead and has side yards at 8.9 feet and total side yard of 17.9 feet. BASIS OF APPLICATION: Building Department's March 4, 2004 Notice of Disapproval, amended March 25, 2004, citing Section 100-242A, in its denial of a building permit to construct a new single- family dwelling, after removal of the existing dwelling. The reasons stated in the Notice of Disapproval are that the dwelling will be less than 75 feet from the existing wood bulkhead, less than 10 feet in a single side yard, less than 15 feet on the opposite side, and for a total side yard area at less than 25 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, at which time the Architect for the applicants requested an adjournment for submission of information relative to roof and elevation of the new dwelling. The September 14, 2004 reconvened, 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 applicants wish to demolish the existing dwelling. On the 2/26/04 revised architectural site plan, applicants propose to remove the existing home, and replace it with a new single-family, one and one-half story dwelling, adding an 8 ft. wood deck at the rear of the dwelling and adjusting the angles of the foundation. In applicant's original request shown on the 3/22/04 schematic diagram, the proposed height was proposed at 30'7" to the top of the ridge, and 244~A ft. to the mid-point of the roof viewing the south elevation. Page 2 - Nsvember 4, 2004 File No. 5516 ~ John and Marion Brandvold - CTM Id: 53-4-10 ADDITIONAL INFORMATION/AMENDED RELIEF: On July 19, 2004, the applicants submitted three schematic designs of the north, east and west elevations and partial site plan with first and second floor living areas. During the September 14, 2004 public hearing, the architect furnished a cardboard model of the proposed building for visualization and discussion. The height was lowered as revised and shown on the 7/13/04 schematic diagram to 28 feet to the ridge: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties. The applicant's house is one of few single-stow houses left among the larger two-stow house in the neighborhood along Bay Shore Road in Greenport. The proposed new 1-½ stoW dwelling construction measures 60 feet x 27.9 feet with a 28 ft. height to the ridge, as shown on construction diagrams prepared 7/13/04 schematic diagram, prepared by Meryl Kramer, Architect. After adjusting the angles of the foundation, the pre-existing side yard from the north property line, plus small deck, at nine feet will be maintained, and the pre-existing side yard from the south property line at 8.9 feet will remain the same. Also the pre-existing 44.5 feet from the bulkhead will remain the same after construction, as noted on the July 13, 2004 site plan prepared by Meryl Kramer Architect. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicants to pursue, other than an area variance. This lot is particularly long and narrow, which leaves the side yard with little or no room for expansion. The construction proposed is reasonable and logical. 3. The requested area variances are substantial and represent a 30.5 ft. reduction from the current code requirement of 75 feet from the bulkhead. The side yard variances are not substantial and represent minimal change from the pre-existing location of the dwelling and applicant's plan to keep the foundation in place and adjust the angles to square off the dwelling to the property. 4. The difficulty was'self-created. While the difficulties are related to the nonconforming size of the property and location of the existing foundation, the plan does not conform to the current Town Code requirements and is designed to meet the owners' needs for additional living floor areas. 5. No evidence has been submitted to suggest that the variance will have an adverse impact on the physical condition of the neighborhood. 6. There is no evidence that the grant of the variances will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. · Page 3 - November 4, 2004 File No. 5516- John and Marion Brandvold CTM id: 53~4-10 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Goehringer, and duly carried, to Deny the original variance as applied for, and Grant alternative relief, as shown on the July 13, 2004 amended site plan and schematic diagrams prepared by Meryl Kramer Architect, subject to the following CONDITION: The open roofed porch and deck shall remain open. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer and Orlando. Members Tortora and Dinizio. This R~s dl.~y a~(~pt~d~(3-0-2). Ruth D. Oliva, Chairwoman 11/29/04 Approved for Filing Absent were: APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerald R G~ehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: 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 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel, (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 13, 2006 ZB File No. 5851 - JOHN and MARION BRANDVOLD Property Location: 1955 Bay Shore Road, Greenport CTM 53-4-10 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 18,905 sq. ft. parcel has 50 ft. frontage along the east side of Bay Shore Road, 322.18 ft. along the northerly side line, 344.03 feet along the south side line, and 54.57 feet along Pipes Cove. The property is improved with an one-story, single-family dwelling with deck as shown on the September 18, 2002 survey prepared by Joseph A. Ingegno, L.S. The existing dwelling is 52 feet to the bulkhead and has side yards at 8.9 feet and total side yard of 17.9 feet. BASIS OF APPLICATION: Building Department's January 30, 2006 Notice of Disapproval, citing Sections 100-242A, 100-244 and 100-239.4B, in its denial of an application for a building permit to construct a proposed four-foot extension to this proposed dwelling reconstruction. The reason stated by the Building Inspector in the denial is that the new construction will be less than 75 feet from the existing wood bulkhead, less than 10 feet in a single side yard, less than 15 feet on the opposite side, and for a total side yard area at less than 25 feet, and making reference to the Walz Interpretation No. 5039 for the proposed addition(s). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 30, 2006, 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 applicants wish to construct an additional four-feet proposed as an extension, increasing the depth of the deck to 12 feet. 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. The deck was previously approved by this board (Appeal No. 5516) and the applicants wish to extend the deck 4 feet in order to allow for more room. The new deck extension will not extend beyond the minimum 9 ft. side yard limitation on the nodh side, or 9.5 feet on the south side. Also the pre-existing, nonconforming setback of 44.5 feet between the deck and the bulkhead will remain the same after construction, as noted on the July 13, 2004 site plan and revised 2/6/06 partial site plan prepared by Meryl Kramer Architect. Pag~ 2 - April 13, 2006 ZB File No. 5851 - J. and M. Brandvold CTM No. 53-4-10 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 Zoning Board of Appeals must approve any changes made to an existing variance. 3. The variance granted herein is substantial. It represents nearly a 50% increase in the deck area over that approved previously by this board, although the side yard variances are not substantial and represent minimal change from the pre-existing location of the dwelling and applicant's plan to keep the foundation in place and adjust the angles to square off the dwelling to the property. 4. The difficulty has been self-created 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a four foot extension of the open deck construction, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the revised 2/6/06 partial site plan prepared by Meryl Kramer Architect, subject to the condition that the open roofed porch and deck remain open to the sky. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 proper'b/that may violate the Zoning Code, other than such uses, setbacks and other f~are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairw~a"n),~ JGoehr~er, ~imon arid' Weisman. This Resolution was duly adopted (5-0). ..." ~/ / J./...~ / JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: March 22, 2007 To: Town of Southold Building Dept. Framing/Strapping Inspections Brandvold 1955 Bayshore Rd. Greenport, NY Permit# 32526 To Whom It May Concern: Framing, and Strapping Inspections were performed on the above mentioned structure and it is deemed that all work was done as per plan and meets all state and local building codes. Any questions feel free to call. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~ULA~ [ ] FRAMING / STRAPPING [/./]' FINA~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~) DATE INSPECTOR~,~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FiRE RESI~ CON$1'RUCTION [ ] FIRE RESISTANT PEN_E'n~A~0N REMARKS~~~ /~ DATE V,~-"/~ ~ INSPECTOR [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION ROUGH PLBG. -~'fl~SULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/~j~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANTCO#S]llUCTIO# [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR ~,~~<~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]~UNDATION 2ND [ '] INSULATION [,/] FRAMING .. S~RAPPIN--~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL [ ] i~IREPLA~E ~'-~HIMNEY [ ] FIRE SAFETY INSI~CTION [ ] FIRE RESISTANT CONSTRUC'I10N [ ] FIRE RESISTANT PENETRATION REMARKS: ,/I//~. ~ '-~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION N 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ~ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CON$TRUCTION REMARKS: ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [,f/] FOUNDATION 1ST [ ] ROUGH PL. BG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY fiRE R~S~STANT CONSTR~1ON [ REMARKS: / [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ ~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT /~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ION ] ROUGH PLBG. ] INl ] FINAL ] FIRE SAFETY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMA~RKS:. /~ ~~ ~~-~'~ ,~ DATE / ~/~ --o Z INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ]INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ~ 2_ 0 INSPECTOR FIELD INSPECTION REPORT II DATE I COMMENTS FOUNDATION (1ST) -- FO~DATION (2ND) STATE ENERGY CODE ,TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have ct need the following, before applying ? Board of Health Phone: ..... i APPLICATION FOR BUILDING PERMIT ~ , _~j INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scole. Fee a¢coad~g to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining pt~nlaes 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 thi~ application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on ~ premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in p~rt for any purpose what-so-ever until a Certitlcate of'Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE lo the Building l)epamnem for the issuance ora Building Permit pursuant to the Building Zone Ordimance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordlnane~s or Regulations, for the conslru¢fion of buildings, eddilions, 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 authorlaed inspeclors on pvemlses and in building for necessary inspeetinns. ~~~ --( ~l~pplica~t or .... ifa corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises _ __~R~ I~. ~ ~K'~V~ b (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. House Number Street Hamlet County Tax Map No. lO00 Sec6on ~ ..... Block Subdivision Filed Map No. (Name) Lot [O Lot State existing use and occupancy of premises ar~d intended use and occul~anc¥ ofDrop,,~-d con~m,,wi,~,- -- ~ * h. lmended use and occupancy 3. Nature o£ work (check which applicable ): New Building Repair Removal Demolition 5. If dwelling, number of dwelling units If garage, number of cars 6. Addition Other Work Alteration (Description) (to be paid on filing this applicafon) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Height ~['~, Number of Sto6~ -- Dimensions of same structure with alterations or additinns: Front ~'~" II" _ Rear Depth Height I+ Number of Stories HeightDimcnsi°ns of ~mim new constmc6on: Front[ ~ Number of Stories ¢? 10. Date of Purchase Name of Former Owner 11. Zone or use dis~'ict in which premises are situated ~ 4~ 12. Does proposed construction violate any zoning law, ordinance or regulation: _ YI~I;~ 13. Willlotbere-graded _~[N~0_ .............. Willexcessfillberemovedfrompre~.m]~es:(YE~ ~O __ 14. NamesofOwnerof.premises 1~1~ Address~ ~aho~el~. Name of Architect ~ Address~ Name of Contractor Address Phone No. 15. Is this property within 100 feet ora tidal wetland? *YES ~ NO · IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to male. with accurate foundation plan and distances to property lines. 17. If elevation at any point on propezly is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: ~ ~tr~/~/]/)tL~ being duly swom, deposes and says that (s)he is the applicant ( l~an~/e ~j~dividtufl signin~ eontraca) above named, (Con'aactor, 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 am true to the best of his knowledge and belief; and that the work will he performed in the manner sca foiah in the application filed therewith. Swo~ to before me this ~,]t}d day of j~&z;i~_~ 20 o ct~' Peavait Number Checked By/Date RF. check Compliance Certificate New York State Energy Conservation Construction Code REScheck So,ware Version 3.6 Release 2 Data ~lename: \~Precision\sham:Idoes~PROJEC~2\BRANDV~I'xBRANDV~I.RCK COLrNTY: Albany STATE: New York HDD: 6894 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.22 DATE: 06/09/06 COMPLIANCE: Passes Maximum UA = 43 l Your Home UA = 422 2.1% Better Than Code (UA) Cnoas Glazing Area or Cavity Cont. or Door P~m~er R-V~ue R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1088 38.0 2.0 Ceiling 2: Cathedral Ceiling (no attic) 210 38.0 2.0 Skylight 1: Wood Frame, Double Pane with Low-E 4 Wall l: Wood Frame, 16" o.c. 2988 21.0 2.0 Window: AN31: Wood Frame, Double Pane with Low-E 31 Window: AN281: Wood Fraxne, Double Pane with Low-E 18 Window: CXW 135: Wood Fr~ne, Double Pane with Low-E 61 Window: CX3,V155: Wood Frame, Double Pane with Low-E 65 Window: ANSI: Wood Frame, Double Pane with Low-E 42 Window: P5050: Wood Frame, Double Pane with Low-E 134 Window: CXW 14: Wood Frame, Double Pane with Low-E 96 Window: FWT31110: Wood Fnmae, Double Pane with Low-E 16 Window: ELFW6006: Wood F~trne, Double Pane with Low-E 12 Door:. 101: Solid 21 DOor. 10IS[DELIGHT: Solid 16 Door:. FWH60611: Glass 122 Door:. FWH311611: Glass 21 Door. FWHS211611: Glass 28 Door 6: Solid 20 Floor 1: All-Wood Joist/Truss. Over Unconditioned Spac.~ 1273 30.0 3O 5 0.56O 2 123 0.330 10 0.330 6 0.330 20 0.330 21 0.330 14 0.300 40 0.330 32 0.330 5 0.300 3 0.280 6 0.280 5 0.330 40 O.330 7 0.330 9 0.280 6 2.0 38 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, speci~cations, and other calculations submitted with this r~ermit application. The proposed systems have been designed to meet the New York Sta~e Energy Conservation Construction Code requirements. Whm a Registered Design Pro~ssional has stamped and signed this page, they are attesting that to the best ofhis/h~ knowledge, belief; and proti:ssional judgm~tl s. uchp/an.s~ons are in compliance with this Code. Builder/Designe~ ~ I~!'~-% F Date~ BRANDVOLD RESIDENCE LIGHT AND VENTILATION SCHEDULE WINDOW ROOM ROOM AREA LIGHT VENTILATION MECH. REQURED MARK UNIT AREA QUANTITY AREA (S(~. FT.) REQ'D ACTUAL REQ'D ACTUAL B 4.5 4 18 LIV./DIN. ROOM 486 38.88 235.27 19.44 102.8 D 16.2 4 64.8 E 8.5 5 42.5 F 16.9 5 84.5 T1 5.47 I 5.47 103 20 I 20 A 5.1 3 15.3 KITCHEN 152 12.16 45.9 6.08 45.9 C 10.2 3 30.6 A 5.1 3 15.3 DEN 217 17.36 86.66 8,68 86.66 C 10.2 3 30.5 102 40.76 I 40.76 BATH #1 15 1.2 0 0.6 0 * 102 40.76 I 40,76 BR. #1 150 12 40.76 6 40.76 G 12 3 36 BR. # 2 136 10.88 36 5.44 36 214 40.76 I 40.76 MASTER BR. 208 16.64 75.34 8.32 75.34 214S 11.5 2 23 T2 11.58 I 11.58 G 12 3 36 MASTER BATH 90 7.2 36 3.6 36 W/C 15 1,2 0 0.6 0 * SKI 4 I 4 HALL BATH 39 3.12 4 1.56 4 * TOWN OF SOUTHOLD PROPERTY RECORD CARD owNER ' STREET /~:,~ VILLAGE T DIST. SUB. yJ ~ORMER .OWNER N ACR. J 5 W ~PE OF BUILDING ~ES. ~J6 S~S. VL FARM COMM. CB. MISC. Mkt. Valu~ ~ND ~MP. ~OTAL ~ATE REMARKS ,, .~ ~ ' AGE BUILDING CONDITION FA~ Acre Value Per Value Ac re Tillable Tillable 2 Rllable 3 ~wampl~nd FRONTAGE ON WATER ~rushland FRONTAGE ON ROAD ~ouse Plot DEPTH 'oral D~K COLOR M. Bldg. Extension Extension Extension Porch Porch Foundation Bath Floors Interior Finish Heat Ct,~.. Rooms ]st Floor Basement EXt. Walls Fire Place Type Roof Recreation Room Dormer Driveway Rooms 2nd Floor Breezeway Garage /3~(AO: ~60 Total Dinette K. / IR. DR. BR. FiN. B. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Holzapfel Town Hall 53095 Route 25 P.O, Box 1179 Southold, NewYork 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 July 19, 2006 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD Meryl Kramer, Architect P.O. Box 683 Greenport, NY 11944 RE: JOHN & MARION BRANDVOLD 1955 BAY SHORE RD., GREENPORT SCTM#53-4-10 Dear Ms. Kramer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed, July 19, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5879 to add a screened porch on the previously approved deck, and as depicted on the plans prepared by Meryl Kramer, Architect last dated July 5, 2006. This is not a determination from any other agency. you have any questions, please call our office at (631) 765-1892. Sincerely, President, Board of Trustees JFK:lms James F. King, President Jill M. Doherty, Vice~President Peggy A. Dickerson Dave Bergen John Holzapfel Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 February 16, 2006 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Meryl Kramer, Architect P.O. Box 683 Greenport, NY 11944 RE: JOHN AND MARION BRANDVOLD 1425 PLANDOME RD., MANHASSET SCTM # 53-4-10 Dear Ms. Kramer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 15, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit # 5879 to extend the deck an additional 4' beyond what was originally granted for a total depth of 12', and all as per the site plan drawn by Meryl Kramer revised 1/24/06. This project will need a final inspection. This is not a determination from any other agency. President, Board of Trustees call our office at (631) 765-1892. James F. King, President Jill M. Doherty~ Vice-President Peggy A~ Dickerson Dave Bergen John Holzapfel Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 February 15, 2006 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Ms. Meryl Kramer, Architect P.O. Box 683 Greenport, NY 11944 RE: JOHN AND MARION BARNDVOLD 1955 BAYSHORE RD., GREENPORT SCTM# 53-4-10 Dear Ms. Kramer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 15, 2006: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Permit #5879, as issued on March 24, 2004. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, James F. King President, Board of Trustees JFK: hkc Board Of $outhold Town Trustees SOUTHOLD, NEW YORK PERMIT NO.. ~9 DATE: March 24, 2004 ISSUED TO JOHN & MARION BRANDVOLD Purseanf to the provisions of Chapter 615 of the L~ws .of the State of New YorE, 1893; and Chapter 40~ of the I.~ws of the State of New Yore 1952: and the SouthoJd ToWn Ordln~nce en- Sitled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS ~P, OM LANDS UNDER TOWN WATERS;t'. and in accordance with the Resolution of The Board adopted at a meeting held on - 200. O0 .- · ~.q.q4.., and {n ¢On${deratlon o~ She mum o[ ~ .......................... p~,m by John & IVlarion Brandvold Of Greenport .................. ; ..................... N. Y. and subject So She of Southold Town Trudees euthorlzes end permits ftm fo~owlng: Wet]and Permit to demolish the e~isting one-story frame house, re-use and modify existing, foundation, build new one and one- hail story residence,and e×pand the existing wood frame deck, and as depicted on the site plan prepared by Mary] Kramer eft' in accordance with She detal~ed specificaHons es presented in the originating epprlcefJoll, dated February 26, 2004. IN WITNESS WHEREOF, The seld Board Of TrusSees ~re- by ~,,ses its OomoreSe Seal to be affixed, end these pres_en~ be ,~gs~rlbnd b¥'~'majorlfy of She said Board es of .this d~f~. Artie Foster (absent) - · T~ees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-03328/00002 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE November 9, 2006 EXPIRATION DATE(S) November 9, 2011 TYPE OF PERMIT · New [] Ronewat [3 Mndtf'matton · Permit to Construct [] Permit to Operate [3 Article 15, Title 5: Protection of Waters [3 Article 15, Title 15: Water Supply [3 Article 15, TiUe 15: Water Transport [3 Article 15, Title 15: Long Island Wells [3 Ar[icte 15, Title 27: Wild, Scenic and Recreational Rivers E] 6NYCRR 608: Water Quality Certification PERMIT ISSUED TO D Article 17, Titles 7, 8: SPDES [3 Article 19: Air Pollution Control [3 Article 23, Title 27: Mined Land Reclamation [3 Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [3 AJ'ticle 27, Title 7; 6NYCRR 360: Solid Waste Mana~er~t [3 Adicle 27, Title 9; 6NYCRR 373: Hazardous Waste Management [3 Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [3 Articles 1,3, 17, 19, 27, 37; 6NYCRR' 380: Radiation Control TELEPHONENUMBER Marion&JohnBrandvold ADDRESS OFPERMITTEE (516) 627-6747 1425 Plandome Road, Manhasset N.Y. 11030 CONTACT PERSON FOR PERMITTED WORK Mer~ Kramer, P,O. Box 683, Greenport, N.Y. 11944 NAME AND ADDRESS OF PROJECT/FACILITY TELEPHONE NUMBER (631 / 477-8736 Brandvold Property, 1955 Bayshore Rd. Greenport, N.Y. COUNTY TOWN Suffolk Southo d DEscRIPTION OF AUTHORIZED ACTIVITY: IWATERCOURSE Pipes Cove NYTM COORDINATES E: N: Demolish existing single family dwelling, abandon existing septic system, construct new single family dwelling with deck and screened porch, and install new septic system. All work shall be done in accor- dance with the attached plans stamped NYSDEC approved on 11/8/06. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this 3ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS ' I Region 1 Headquarters Mark Carrara (CKW) SUNY ~ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 AUTHORIZED SIGNATURE ~,'-~ - I DATE Federal Emergency Management Agency Washington, D.C. 20472 November 16, 2006 MR. MERYL KRAMER MERYL KRAMER, ARCHITECT P.O. BOX 683 GREENPORT, NY 11944 CASE NO.: 06-02-B863A COMMUNITY: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK COMMUNITY NO.: 360813 DEAR MR. KRAMER: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the properly and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, William R. Blanton Jr., CFM, Chief Engineering Management Section Mitigation Division LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region LOMA Page 2 of 2 I IDate: November 16, 2006 ICase No.: 06~02-B863A Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) the northwesterly side of Island View Lane; Running thence N44°12'40"W along the northeasterly side of Bay Shore Road 50.00 feet to a concrete monument; THENCE N45°47'20"E, 172.00 feet to a point; THENCE S65°21'05"E, 53.61 feet to a point; THENCE S45°47'20"W, 191.33 feet to the northeasterly side of Bay Shore Road and the point or place of BEGINNING, PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding '1 Property.) Portions of this properly, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. STUDY UNDERWAY (This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) This determination is based on the flood data presently available. However, the Federal Emergency Management Agency is currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination. The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by lelter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R Blanton Jr, CFM, Chief Engineering Management Section Mitigation Division f2 r'JDVoz. O Federal Emergency Management Aigei cy Washington, D.C. 20472 ~ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVALI - COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRi[~¥1i~N TOWN OF SOUTHOLD, SUFFOLK Lot 32, Peconic Bay Estates, as described in the Bargain and Sale COUNTY, NEW YORK Deed, recorded as Document No. 22035, in Liber 11937, Page 227, in the Office of the County Clerk, Suffolk County, New York COMMUNITY The portion of property removed from the SFHA is more particularly described by the following metes and bounds: BEGINNING at a concrete monument on the northeasterly side of Bay Shore Road, COMMUNITY NO.: 3608'13 distant 2,358.00 feet northwesterly from the corner formed by the NUMBER: 36103C0159G intersection of the said road with AFFECTED MAP PANEL DATE: 5/4/1998 FLOODING SOURCE: PIPES COVE APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 4f.061, -72.421 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 7.0 DATUM: NAD 83 DETERMINATION OUTCOME 1% ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) , ...... ~ (NGVD 29) (NGVD 29t "" 1955 Bay Shore "~ Portion of X 80 feet -- 9.0 feet 32 Peconic Bay / Est. (,, Road Property (shaded) Special Flood Hazard Area (SFHA) - T~"'SF~A~..i~rea that wou)d be inundated by the flood having a 1-percent chance of being equaled or exceeded in any qiven year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA STUDY UNDERWAY This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(les) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA ,22304 6439 William R. Blanton Jr., CFM, Chief Engineering Management Section Mitigation Division FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 30, 2006 TO: Meryl Kramer .MC Brandvold 124 Broad Street Greenport, NY 11944 Please take notice that your application dated January 30, 2006 For permit to reconstruct an existing single family dwelling at Location of property 1955 Bay Shore Road, Greenport, NY County Tax Map No. 1000 - Section 53 Block4 Lot 1~0 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 18,905 square foot parcel in the R-40 District, is not permitted pursuant to Article XX1V 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." Article XXIV, Section 100-244 states that, on non-conforming lots less than 20,000 square feet in total size, are required to have a minimum side yard setback of 10 feet and a total side yard setback of 25 feet. The existing single family dwelling has a single side yard setback of 8.9 feet and a total side yard setback of 17.9 feet, which will be matched by the new construction. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in nonconformance. In addition, the proposed construction if not permitted pursuant to Article XXIII, Section 100-239.4.B., which states~ "All buildings located on lots upon which a bulkhead, concrete wall, riprap, or similar structure exists and which are adiacent to water bodies other than sounds shall be set back no less than 75 feet from the bulkhead." The existing single family dwelling notes a setback of 52 feet from the existing wood bulkhead. Following the proposed construction, the setback will be 40 feet. The applicant was granted a variance on November 4, 2004 (#5516), however the scope of the work has changed, requiring new variances. 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. FOPdVl NO. 3 NOTICE OF DISAPPROVAL DATE: March 3, 2004 AMENDED: March 22, 2004 AMENDED: March 25, 2004 TO: Meryl Kramer AJC Brandvold 124 Broad Street Greenport, NY 11944 Please take notice that your application dated March 3, 2004 For permit to reconstruct an existing single family dwelling at Location of property: 1955 Bay Shore Road, Greenport, NY County Tax Map No. 1000 - Section 53 Block4 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to an existing single family dwelling, on a non-conforming 18,905 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXVI Section 100-242A, which states, "Nothing in this Article shall be deemed to prevent the remodeling, reconstruction or enlargement of a nonconforming building containing a conforming use, provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Article XX1V, Section 100-244, states that, on non-conforming lots less than 20,000 square feet in total size, are required to have a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. The existing single-family dwelling has a single side yard setback of 8.9 feet and a total side yard setback of 17.9, which will be matched by the new construction. Pursuant to the ZBA's interpretation in Walz (#5309)~ such additions and alterations will thus constitute an increase in the degree of nonconformance. In addition, the proposed construction is not permitted pursuant to Article XXIII, Section 100- 239.4.B., which states, "All buildings located on lots upon which a bulkhead, concrete wall, r/prap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back no less than 75 feet from the bulkhead." The existing single family dwelling notes a setback of 52 feet from the existing wood bulkhead. Following the proposed construction, the setback will be +/- 44 feet. Total lot coverage, following construction, will be +/- 11 percent. This permit was amended on March 22, 2004 to clarify the scope of the proposed work and on March 25, 2004, for additional clarification. 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. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 3, 2004 AMENDED: March 22, 2004 TO: Meryl Kramer A/C Brandvold 124 Broad Street Greenport, NY 11944 Please take notice that your application dated March 3, 2004 For permit to reconstruct an existing single family dwelling at Location of property: 1955 Bay Shore Road, Greenport, NY County Tax Map No. 1000 - Section 53 Block4 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to an existing single family dwelling, on a non-conforming 18,905 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXVI Section 100-242A, which states, "Nothing in this Article shall be deemed to prevent the remodeling, reconstruction or enlargement of a nonconforming building containing a conforming use, provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Article XXIV, Section 100-244, states that, on non-conforming lots less than 20,000 square feet in total size, are required to have a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. The existing single-family dwelling has a single side yard setback of 8.9 feet and a total side yard setback of 17.9, which will be matched by the new construction. In addition, the proposed construction is not permitted pursuant to Article XXIII, Section 100- 239.4.B., which states, "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back no less than 75 feet from the bulkhead." The existing single family dwelling notes a setback of 52 feet from the existing wood bulkhead. Following the proposed construction, the setback will be +/- 44 feet. Total lot coverage, following construction, will be +/- 11 pement. This permit was amended on March 22, 2004 to clarify the scope of the proposed work. 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. LIPA December 13, 2006 Mr. John Brandvold 1425 Plandome Road Manhasset, NY 11030 RE: 1955 Bayshore Road, Greenport LIPA Ref # T100699858, Electric Mtr #094877985 Dear Mr. Brandvold: This letter is to advise you that the electric service to the above referenced premises was removed on December 7, 2006. If you have any questions, please contact Fred Perez at (631) 548-7037. Very truly yours, Design Engineer Electric Design & Construction SA/am PARTIAL SITE PLAN 1"= 40' M I[ Y,-..--L. 'K ::,~ A M, E R % ~',~ C h I t e/~. t SOUTH STREET P.O. BOX 683 GREENPORT, N~ 2[944 llt-477.ltJl DVOLD RESIDENCE REV. 1/24/06 I.E. 8.8 ~ F--CAST IRON COVER TO GRADE /w/ LOCKABLE COVER ~5 - 8' DIA. X 3' DEEP LEACHING POOLS ,,--EDGE OF BUILDING ! /CROSSOVER AT 8" ABOVE BOTTOM / / r-BACKFILL W1TH / / /CLEAN SAND TO . / / /MIN. 6' INTO VIRGIN ~RADE EL, 10,8 . ~,. ~BADE EL. 9,~ / /SAND & GRAVEL ~ I I LE. 7,~ ~1 / I"--I ~ ~ __ " ¢J I000 GAL. ~ LEAC~NGI¢ I J ¢ ~ ELEV, 8.3 IE 86~'l SEPTIC J'%-I.E. 18,1 I , POOL '' ' I TANK J ., ; T. L 3' [ ---- / ~ =~ * '~ ~''~lz '"~--'~=~ G,W ELEV 19 0 ! I '~ ~ ~.0 ' '' PROFILE NO SCALE ' / N I000 GALLON SEPTIC TANK TYPICAL EXPANSION POOL -- TYPICAL ....." -%.. . ,~9 ...'"" ...'"" , ....~%~ ....' lo DARK BROWN LOAM BROWN SLT ML ~ROWN SILTY SANE ¢//10'/.. GRAVEL SM C-,.W. EL. L9 BROWN FINE TO COARSE SAND W/ ~ GRAVEL 0.0 OL 1' 3' 4' 7.g' 14' WATER IN BROWN FINE TO COARSE SAND W/10'/, GRAVEL SW TEST HOLE NO SCALE PERFOP~IED BY MCDONALD GEOSClENCE O].O&O4 % ALL SURVEY DATA SUPPLIED BY JOSEPH A. Ii* LAND SURVEYOR, RIVERHEAD, NY DATED OR.lB SANITARY SYSTEM PLAN SCALE: 1"=S0' ., SURVEY OF LOT 32 AMENDED MAP "A" PECONIC BAY ESTATES FILE No. 1124 FILED MAY 19, 1933 SITUA TED A T ARSHAMOMAQUE TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-55-04-10 SCALE 1"=20' SEPTEMBER 18, 2002 APRIL ~-, 2006 LOCATED FLAGGED WETLANDS LINE SEPTEMBER 15, 2006 ADDED METES & BOUNDS DESC. AROUND LOT AREA ABOVE EL. 9.0 FEBRUARY 2, 2007 FOUNDATION LOCATION *JULY 15, 2006 FINAL SURVEY AREA = 16,655.00 sq. fl. (TO TIE LINE) 0.382 S.C.D.H.S. NUMBER R10-04-0145 NOTES: 1. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 8) FLOOD INSURANCE RATE MAP No. 36103C0159 G ZONE AL: BASE FLOOD ELEVATIONS DETERMINED 2. ELEVATIONS ARE REFERENCED TO N.G,V,D. 1929 DATUM Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631}727-1727 SURVEY OF LOT 32 AMENDED MAP "A~' PECONIC BAY ESTATES FILE No. 1124 FILED MAY 19, 1933 SITUA TED A T ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-53-04-10 SCALE 1 "=20' SEPTEMBER 18, 2002 APRIL 4, 2006 LOCATED FLAGGED WETLANDS LINE SEPTEMBER 15, 2006 ADDED METES &~ BOUNOS DESC. AROUND LOT AREA ABOVE EL FEBRUARY 2, 2007 FOUNDATION LOCATION AREA = 16,655.00 sq. ft. (TO TIE LINE) 0.382 ac. 9O ./ / / / / / / / %.¸ e NOTES 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: r r . TOP OF FOUNDATION ~ FI FIRST FLOOR 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 8) FLOOD INSURANCE RATE MAP No. 56103C0159 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 5 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORO, IF ANY, NOT SHOWN AR[ NOT GUARANTEE~. NYB Lic. No 49668 Joseph A. Ingegno Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 LOCATION PLAN TEST HOLE DATA 11 DANK BROWN LOAM OL BROWN SILT ML BROWN SILLY SAND WITH 10 % GRAVEL SM 7,91 BROWN FINE TO COANSE SAND WITH lO % GRAVEL SW PHOTO N/O/F GARY ZUAR & KATHLEEN ZUAR LOT 31 UTILITY ~.o lo\ // TORY OUSE ADDI'~ F ~ )~D ~3~ LOT 32 ~ ........ ~ o p m ",0 ~ //~FENCEO.2'S REMAIN XX~O ~ND, XX ~ ~ ~IST. FOUND. TO CONO. MON. 47' 20" W x ~ 344.03' TEST HOL~ ~OOD BULKH~D N/O/F BULKH~D O.L GEORGE BRAUN & J~NNE M. BRAUN LOT 33 ~ PHOTO ~ 2 WATER IN BROWN FINE TO COARSE aw SAND WITH I0 % GRAVEL -- 14' COMMENTS: WATER ENCOUNTERED 7.9' BELOW SURFACE TEST HOLE DATA 1 SITE P_LAN 1"=20'-0" NOTES: 1. SURVEYINFORMATION IS TAKEN FROM SURVEY DATED SEPT 18, 2002 BY JOSEPH A. INGEGNO LAND SURVEYOR 2. ELEVATIONS ARE REFERENCED TO N.G.V.D 1929 DATUM 3. PROPERTY IS IN FLOOD ZONE AE (EL 8) FLOOD INSURANCE RATE MAP NO. 36103C0159 G DRAWING LIST SITE DATA SHEET NO DRAWING TITLE DATE SCTM# 1000-53-04-10 i TITLE PAGE WITH SITE PLAN 02/16/04 PROPERTY ADDRESS 1955 BA~SHORE ROAD. GREENPORT, NY OWNER MARION AND JOHN BRANDVOLD LOT COVERAGE SITE - 16650 SF. HOUSE - 1976 SF. LOT COVERAGE -~2.8 % ZONING R-40 SURVEYOR JOSEPH A. INGEGNO LAND SURVEYOR 1380 ROANOKE AVENUE RIVERHEAD, NY SEPT. 18, 2002 BUILDING HEIGHT ALLOWABLE- 35 FEET ENERGY CODE BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH BY N.Y. STATE RESIDENTIAL BUILDING CODE- SEE ATTACHED REPORT DESIGN CRITERIA TYPE OF CONSTRUCTION - WOOD PLATFORM FRAMING - DOUGLAS FIR #2 SNOW LOAD - 45 PSF. FIRST FLOOR - LL 40 PSF. SECOND FLOOR - LL 30 PSF. WIND SPEED - 3,20 MPH. FROST LINE DEPTH - 36' SEISMJC ZONE - B WEATHERING - SEVERE TERMITE DAMACiE- MODERATE/HEAW DECAY - MOD/H'VY ICE SHIELD UNDERLAYMENT REQUIRED LEGEND SYMBOL DESCRIPTION SYMBOL SECTION SYMBOL SECTION NUMBER SHEET NUMBER ELEVATION SYMBOL ELEVATION NUMBER SHEET NUMBER DETAIL FLAG SYMBOL DETAIL NUMBER SHEET NUMBER COLUMN UNE ELEVATION MARK EQUIPMENT NUMBER REVISION SYMBOL WINDOW DESCRIPTION DOOR NUMBER PARTITION TYPE GYPSUM WALL BOARD METAL CONCRETE (SECTION) ROUGH WOOD BLOCKING SECTION) WOOD BLOCKING L~ (SECTION) FINISH WOOD PLYWOOD (LARGE SCALE) NEON WALL EXISTING WALL DEMOLISH WALL INSULATED WALL ABBREVIATION Above Finished Ceiling Above finisher Floor Amencan Institute or/VChltect~ American Institute or ~lectncal Engineers American Instr[ute ot Steel Construction BEPT, Department INf. Interior DEl. DTL Detail K Kilowatt D A. ,~ Diameter Lw LanCh DIAG. Diagonal L~V. Lavatory DIM., DIMEN Dime~ion LB, # Pound DN Down LIN Linear Aluminum Alternate Ampere Arcnltect Amer!can Society ot Heating, I~etrigerabon & Air (;onaitiomng bn~ineers American socleb/ot Meci~anlcal Engmeem ASIM American society lor lesttng Materials soard UlOCI( ueam By Utl~era Bottom Brfflsn I nermal umt Cabinet Ceiling Ceramic Cubic Feet Per Minute ~entemne Clear Column Construction Conufluous Covering Center CUbic keet Cubic Inch Cubic Yard Dep~ Double B~, uwG urawmg EL~.V. blevabon bLEC. ~]ectrlcal bNG. t:ngmeer ~,p, bqual ~qu~pment biecmc water ~oler ~L, PLE. Moor ~ [. POUT PP, Fireproof Fit P~ure flG, Footln~ GA. GAL. GALV. GC UWU HDWR N.M. HURl,4, HR HW I,D. IN. INCL. INFO. INSUL Gauge Gallon Galvantzed General Contractor Gypsum Wall Uoard Harowa~ Hollow HOrlZOn~l Hour Hot water Inside Diameter : Inch Include/Including Intarmabon Insulate, Insulabn~ Insulation LT. LiAht MANUF. Manufacture Maximum MiNImum Meml NOEh NatlonalblectncalCOde NOt in Contract Number PH,, PL PI_LAM PLMU PLYWD PNL PDL PSF Overafl uum~de D~ameter Pounds Per Cubic Foot ~emena~cu[ar Phase Plate Plastic Lamlnste Plumbing PlyWooO P~nel FofisheO Pounds per Square Foot , I PounasperSquafelnch Pa nted, Pair ~aUality dius Steel W~h Q ALL CONSTRuCTIONSHALL :MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ASNOTED ~PHOTO # i NOTIFY BUILDING ~rTAIN STORM WATER RIINOFF765.1802 8 AM i0 4 PM FOR THE PURSUANT TO SECTI¢ FOLLCWtNG [NSP~.CT10NS: OF THE TOWN CODE. 1. FOUND^TION - TWO REQUlRSD · FOR ?OURED CONCRETE 2, ROUGH - FRAMING & PLUMBING LOCATION PLAN TEST HOLE DATA DARK BROWN ~ OL BROWN SILT ML BROWN SILT~ SAND WITH 10 % GRAVEL SM BROWN RNE TO COARSE SAND Wm'110 ~ GRAVEL SW WATER IN BROWN FINE TO COARSE BW S~D WI~'110 % GRAVEL 14' COMMEN~S: WATER ENCOUNTERED 7.9' BELOW SURFACE TEST HOLE DATA )RAWING LIST SITE DATA SHEET NO DRAWING TITLE DATE SCTM# 1000-55-04-10 A1 TITLE PAGE WI'~I SEE ~ 6.20.2006 PROPERTY ADDRESS 1955 BAYSHORE ROAD, GREENFORT, NY GARY ZUAR & DECK r- ~ NEW YORF~TATE & TOWN CODES ' BE COMPLETE FOR C.C. '-n KATHLEEN ZUAR ..... .~ AS REQUiF/ED AND CONDITIONS O~.LL CONSTRUCTION SHALL MEET ~ HE LOT31 d/ $O, rmOLDTOWNZ~A REQUIREMENTS OFTHECODESOF EW ~ SCREENEDI 29'-0" _ , . v n YORK STATE· NOT RESPONSIBLE DR .~ PORCH I ___..__.._~.~_SOUTHOLDTOWNPL~N~I~OAR~DESIGN OR CONSTRUCTION ERRI ~S. ,/SOUTHOLD TOWN TRUSTEES ..... =. 8 u uw ,o ,o I' ~ ,/ . N,¥.S. DEC OCCUPANG¥ UH ' -- ' "'" L p U eE. CER /FC* 'ON WITHOUT,CERTIFIC ' ~& py ~ t~ ~ ~ YFOUND. CONC. N ~ ...... {~~ ~ ~ 7 ~ ~ MON. O.4'S ~ · ~ ON LEAD CONTENT BEFORE m d -% t~ ~ ~ ~ STORYHOUSE ] ~ ~ )D~ON ., :~ % O~ E~cEED ¢lO OF l% LEAD' FRAMING UNTIL SURy~_ ~ i"47'2G'W ~ " ALLL~ / ~IST. FOUND. TO CONC. MON. t %X = 344.03' %.,-" [[OO:~*',~,~ ,FLOOD GAYLA GE PREVE TION z · ~N ~ND &G~ N~D BULKH~D ~THOLD TOWN COD ~ m < ~ GEORGE B~UN & BULKH~D O,b 0 6.20.2006 6.20.2006 A3 BASEMENT AND RO0~ ~f. AN~ ~ EXTERIOR ELE~ATION~ 6.20.2006 A5 BUILDING SECTION N~D DET, NLS 6.20.2006 A6 INTERIOR ELEVATIONS 6,20.2006 A7 RRST AND SECOND FLOOR ELEC~IC~L R. ANS 6.20.2006 1. SURVEYINFORMATION ISTAKEN SITE PLAN FROM SURVEY DATED SEPT 18, 2002 BY JOSEPH A. INGEGNO LAND 1"=20'-0" SURVEYOR 2-} ~'~ ~. ('¢J~.~ 2. ELEVATIONS ARE REFERENCED LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SECTION SYMBOL SECTION NUMBER SHEET NUMBER ELEVATION SYMBOL ELEVATION NUMBER SHEET NUMBER DETAIL FLAG SYMBOL DETNL NUMBER SHEET NUMBER COLUMN LINE ELEVATION MARK IXl I/I DOOR NUMBER PARTITION TYPE GYPSUM WALL BOARD METAL CONCRETE (SECTION) ROUGH WOOD BLOCKING SECTION) WOOD BLOCKING (SECTION) FINISH WOOD PLYWOOD (LARGE SCALE) N E1N WALL OWNER MARION AND JOHN BRANDVOLD LOT COVERAGE SITE - 16650 SF. HOUSE- 1976 SE. LOT COVERAGE -~2.8~ ZONING R-40 SURVEYOR JOSEPH A. INGEGNO LAND SURVEYOR 1380 ROANOKE AVENUE RIVERHEAD, NY SEPT. ~8, 2002 BUILDING HEIGHT ALLOWABLE- 35 FE[~*T ENERGY CODE BUILDING EXCEEDS MIN, REQUIREMENTS SET FORTH BY NX. STATE RESIDENTIAL BUILDING CODE - SEE ATrACHED REPORT DESIGN CRITERIA T~PE OF CONSTRUCTION - WOOD PLATFORM FRAMING - DOUGLAS RR #2 EQUIPMENT NUMBER REVISION SYMBOL EXISTING WALL DEMOLISH WALL WINDOW INSULATED WALL ABBREVIATION At Above Finish~l ~eilinJ ~oo~e=iTnls~ R~or ' A~ncan Instrtute Ot Architects American Insmute ct EleCthCal Engineers Amehcan In-~tJ[~[~ bf St~I CO~uc~on ~am~um Alternate Ampere Architect AmScan 5oc~ ot Heabn& RetMCeraMon & ~tConalbdnmg~gineera American ~iety Ot Mechanical bn.~nsera AOlM Amancan 5ooiety tot ~est~ng Meterials BIlK Beam ~y ~mers Bottom B(~'h~-aTrJnlt ~.,~blnet ~ellJng ueramlc CUbiC FeetT~r Minute Cent6Mlne Clear Construction J;onBnuous ~ovenng , CUblO CUbic Inch Cubic Yam ~uble DEPT. Department 1;~ GET,, DTL l~etall DIA Oiam~t~T D IA' .G~ .', ~V ~3~onal . DI~IMEN Dm~nsion DN Down E~C. Er~trJ~l ~ ~ngineer ~ ~Equ~l iv. ~qulpmem bwc Electric water ~oler EXH 'Exhaust EXISL bx~seng bXP Exposed FIN. Fin~s~ _~.. FLR. F~I-FIser PP. Hrep~t FIX. Fixture GA. GAL Gallbh GALV, Galvanized GC General Contractor [~wu Liypsum Wall t~oara · HOWR Ramware H.M. HOllow Metal HORIL Honzontal HE Hour HW HOt water I.D. Insiae Diameter IN. mcM INCL Incl~e/IncluMl~ INFO. in[ori~i~Uon INSUL TO N.G.V.D 1929 DATUM Interior Kilowatt 3. PROPERTY IS IN FLOOD ZONE AE (EL 8) FLOOD INSURANCE RATE MAP NaMIus Lavatory Pound I~ar MaxTmum NO~ National E[~ctncal Cocle Not In Contract N~m~r NOt I0 Scale overall overall Dimension on ~enter Outside OiarHu[~l Pounas Per Cuum koot Perpenoicular PABse Plate VerlN In Reid WINCe Width: W~ W~ Water Without ~Ollsne~ Pounds per Square inch PalnteM SNOW LOAD - 45 PSF. REST FLOOR- LL 40 PSF, SECOND FLOOR- LL 30 PSF. WIND SPEED - :120 MPH. FROST LINE DEFr~- 36" SEISMIC ZONE - B ~"EATHERING - SEVERE TERMITE DAMAGE - MODERATE/HEAVY DECAY - MOD/N'VY ICE SHIELD UNDER~YMENT REQUIRED PL & TITLE I SECOND FLOOR PLAN OUTSIDE SHOWER SCREEN PANELS- SEE PROJECT MANUAL SCREENED PORCH LIVING/DINING --REUSE EXIST. COOKTOP -REUSE EXIST. WALL 6 8 / M£CHANICAL --~ DUCT DEN PATIC~ I I FOUN ATIONI BOOR 101 D/F 3'*0 203 A 2'-8' x 6'-8' WINDOW SCHEDULE c cxw135 3'~ ~' x 3,..5 J, '"1 FIRST FLOOR PLAN ,~J..1,/4"=1'-0" o';'/2~/~oo4 ~t.+2nd R.OOR I II -UNE OF TERRACE BELOW ROOF PLAN 1/4"=1'-0" EXIST. FOUND. ,I o 11'-1' GENERATOR 0 O SUMP SEE DETAIL REMOVE EXtS* FOUND, WALL EXIST. FOUND. __ WALL TO REMAIN ? ? 4' po[ -- :~-.---':'---::-:-- :-;!". ' 4 PERFORATED PVC PJPE WRAPPED ~ (3) No. 5 - 60 ksl Rebar - C~USHED STONE _.j~,ERFORATED PIPING DETAIL --1'-0" PLANS SHINGLE StDING _~ ~,,2' knee wall AND WOOD EAST ELEVATION NEW GRADE ~ ~ 1/4"= 1'-0" ~=~ ~4 x s~u. SCREENED PORCH DETAIL UNE OF DOUBLE SHINGLE LAYERS AND RBS 12d231 PANEL MOULD 3/8' MARINE PLYWOOD 0 > m ~HINGLE SIDING B[LCO ELEVATIONS EXIST. GRADE WEST ELEVATION //4~=1,-0. SHOWER- EXIST. GRADE SOUTH ELEVATION EFD EMB E - 3/4' PL'f~D, SHEATHING- TAPERED JOISTS - SECTION DETAIL @ PORCH DECK HINGLE LAYERS 2 SECTION DETAIL @ RAKE, I FLASHING .aSPHALT ROOF SHINGLES ON ~ BLDNG PN:~ER ON :~,/2' ~t.Y~/~O D SHEATHING OIN 2x4 RR O 16" O.C, - VENTILA'TION INSECT SCREEN SECTION DETAIL @ DORMER ~-o"- , 8'-0" PLHT, SIMPSON H2,5 A HURRICANE CUP O '16" O.C. ~ SECOND FL. OVIDE 8d COMMON NAILS 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING ~ELOW TOP OF CONC. i BUILDING SECTION CONT. RIDGEVENT ~ TYp, I ASPHALT SHINGLE ROOFING ON 15# FELT ON 5/8" PLYWD. SHEATHING ON 2x:12 RR @ 16" O.C. SEAL ~ PERIMETER 8 CROWN ~lx FRIEZE 12 INSUL BI~. # 1 ~I~N DETAIL @ SOFFIT BATF, INSUL. GARAGE DEN r/ CONSTRUCTION: CEDAR SHINGLES ON 15 # BLDG. PAPER ON 5/8 PLYWD. SHEATHING ON 2X6 WD.STUDS ~ 16" O.C' W/R'21 BATF. INSUL 5,/8 DRY~VALL TAPED AND SANDED CRAWL SPACE SEE STRUC~RJRAL SECTION FOR CONNECTION DETAILS b.I 2UVING ROOM FTD. GWB 3KITCHEN 5 STAIRCASE // 6 STAIRCASE I~ITCHEN -WOOD BASE EXTEND TO UNDERSIDE OF WINDOW SILLS. 4 STAIRCASE 9 STAIRCASE PTD. GWB ~ CASING TO WALL, TYP. OF 2 7 STAIRCASE NOSING lx TRIM 8 STAIRCASE Z LEGEND L FLOOD \ ELECTRICAL LEGEND ~ DUPL~ RECE~ACLE O~L~ ~,// ELEC. P~NS SEOOND FLOOR REFLEOTED OEILING/ELEOTRICAL P~N ~4'=1'~" ~ FIRSTFLOOR REFLECTED CEILING/ELECTRICAL ~4"=1'~" (3}: 35"X 35" X 1/4" STEEL SOL ABOVE (2) (3) 2X0 COl (2) 2X6 COL- ABOVE NEW 12"P O SONOTUBES S-0" BELOW GRADE, ON UNDISTURBED SOIL, TYP :TYP ) )-, .... ~, SIMSON HUS210-2 ST HANGER SIMSON LUS26 ANGER L/ AOQ(2)2xIOGLROER I___ 4X4 COL (TYP) SEE STEEL COLU MN BBSE PLATE FOUNRAT[ON CORNER (B) ~X6 COl ABOVE ACQ 2Nifo L_E_~OE~R I (3) 2XECOL A~ ~_ I 31/2" ~J STL COL ON II 1 ~'-E" / -,b - 31/2"0STL COL OB ~ I PTG ~ I i(E)~x~ COL ABOVE ~, I -I SEE TYPICAL STEEL COLUMN r- ~-I-- BASE PLATE AND ANCHOR BOLT I ~ ~ D~AILAT FOUNDATION W~ I I 3 §" X 55" LVLCOL (2) 1-3/4" x 9-1/2" LVL I SIMSON LUS28 2x6 ACq DJ ~8LESGER (3) 2X0 COL ABOVE §' CONC SLAB W 6xEW14xW14 WWM REINFOROED,TYP ON 6 MIL POLY VAPOR BARRIER F / 2,'(6 COL ABOVE oo SIMSON LUD26 JOIST HANGER 31/2" O BTL COL ON FTG 35"X 35" X 1/4" STEEL - COL ABOVE L (3) 2X6 COL SIMSON LUS26 JOIST HANGER (2) . {2) ADa(2)2<10 _~ ~ i~ I.~ ~ II ACQ (2) I I COL, 'ASOVE I ACQ ~1o GIRDER L_l (2) 2X6 COL FOUNDATION & FIRST FLOOR FRAMING PLAN (3) 1.75 x (2) 1/2" A36 Steal Flitch Plates HSD 35x35x 1/4 - B Anchor B~lts Steel Column Base Plate and Anchor Bolt Detail at Isolated Footings' Scale: 1" = t'-0" treated sill prate )Cellar Foundation Wall Details Scale 2~ inch = 1 ff, FLITCH BEAM DETAILS SCALE 1"= 1'-0" HSS35x3§xII4 HSD 35x 36x114 - II Typical Steel and Anchor Bolt Detail at Foundation Wall Scale: 1" = 1 '-0" II Steel Column Base Plate and Anchor Bolt Detail at Foundation Corner Scale: 1"= 1'-0" Notes: The c~ntraetor Is to veofy all measuremento in the field and any discrepancies are to be brought to the attention of the Engineer pdor to ODDS.orion. 1 - All conereto 3,500 psi alter 28 days minimum. 2 - All rabar ASTM A-615 Grade 60. 3 - Foorings are to be Installed on undislurb~ virgin ~oil. The bottoms of all footings are to be installed a minimum of 3~ below grade. 4 - The Engineer ~s to be ~ontaoted if unacceptable or questionable soil is encountered dabng ex~avaflon. Unacceptable soil is soil containing day and/or organic matodaL 5 - All snap off form fies are to be removed and remaining openings are to be sealed/grouted. 6 - Backfill along foundation walls is to be clean matodal and Is to be mechanically compacted in 6" lifts to g5% of maximum dr,/density. 7 - Reber instaIMd along the top of the foundation walls witheu[ windows are to be Installed t 0" below the top of the foundafion wall Rebar installed along the tap of foundation wa~ls with windows are to be installed 3" below the bottom of the window opening. 8 - The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other penetrafions prfor to pouting concrete. 9 - Install isolation joints along toundabon walls and at column and other floor penetrations, 10 - Installed eontraofion joints in the cellar floor slab every 18' minimum. 11 - Feundafion exoava fion is nor to be back filled pdor to the insMllaabn of the floor framing. Slab Site Preparation * The area where the slab is to be installed ts to be excavated to the necessary elevation Ia meet the final top of the slab elevation shown on the Arch fiectural drawings. * The areas where the slabs is to be installed are to be Proof Roiled in ar=ordanoe with AC1302.1 R, The Engineer is to be Doffed if una~eptoble soils are encountered dudng excavation and if Proof Rolling produces results that exceed ACI standards. ' The excavated areas along the stem walls and tcofings are to be back filled with clean material and mechanically ~mp~ctod with clean fill io 6 inch lifts. Each layer is to be compaotad to 98% modified praetor. * Base Matadal laye~ shown on the drawings is to be a compad/able, easy ~o trim, granular fill that will remain stable and sapport consBacfion traffic. A ~lean flne~Jmined material with at least 10 to 30% of paHicl~ passing a No, 100 sieve but not containing silt, or organic material is recommended. Slab Notes * Isolation joints are to be installed between the slab and the walls Use preformed joint filler that is to be DutY2 inch below the slab surface and the resulting joint is to be filled with an elaetomede joint sealant, * Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not less than I inch deep. * The welded wire reinforcement is tc be placed In the top third of the slab and is to be adequately supported by pretest concrete bar suppo~ to assure that the reiofomement is held in posibon dudng concrete placement and finishing, 2x6 stud wall [21 16' - 6 Poured Concrele Sl~b Design Loads. ~ Roof -Live Load - 35.5 psf Based on ASCE-7 and Pg = 45 psf per Figure R301 2(5) - Dead Load - ~5 psf - 2nd Roar - Live Load- 30 psf - Dead Load - 15 pd/ - 1st Floor - Live Load - 40 Sd/ - Dead Load- 15 psf - Deck - Live Load- 60 psf -Dead Lead - 15 pd/ - Wind Loads- 120 mph - ASCE-7 MWFRS- Method 2 Component and Cladding - Details from WFCM TABLE 3.8 Foundation Wall at Garage Detail Scale ½ inch: 1 ft. Design Cdtoda- NYS Residential Code R301 2.1.1 and utilized the methods and procedures slJpulated in Chapter 2 Engineered Design and Chapter 3 Preemptive Design in the American Forest a~d Paper Basoctafion Weed Frame Construction Manual for One end Two Family Dwelling Units- High Wind Addition and ASCE 7. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA .~reuncdSnowLoad WindSpeed Seismic Weathering frostLine Termite Decay WinterDes~gn IceShieM ! flood Hazards Depth Temp. Undedayrnent Required ~45 psf 120 mph A Severe 38 in. Moderate Slight to 11 'F Yes to Heavy Moderate Drawn by JJC Date: 6-15-200fl Condon Engineering, P.D. 1755 Slgsbee Road Mattltuck, New York 11952 (631) 298-1986 BRANDVOLD Foundation & First Floor Framing Plan S-1 OF 3 1955 BAYSHORE ROAD GREENPORT, NY Table 3.1 Nailing Schedule (Wood Framed Construction Manual 1995 BBC High Wind EdilJon, Page 110) Joint Description I Number of Nails I Nad Spacin~ ROOF NAILING (3) 2X4COL. (2) 2XS COL I 2X6 COL l(2) 1-3/4" X 9 J/2" L L HEADER - \ IS \1/ , (4) 2X4 COL X' '-TORIRDE (3} 2XS COL'- (3) 2X4 COL~ ! - (312X6 COL r 2X8 OOLTO RIDGE 2X6COL LISE OF I I 'x ~6COL )F WALLS BELOW 3XB HEADER (2) 2X4 COL ~¢, J I 2x6 RE @ 16"00 J ~ I (2) I I (2) x4coL-..---I 2)(4 COL ABO~E ~--------~ __ __(3_)_1-3/~4" X 11-~7/8; _LyL MIRDER \ ABOVE UP (3) 2X6 COL (3) t -3/4" X 11 7/8" LVL GIRDER W/(2) 1/2' FP BELOW JOISTS ' ABOVE I I 5"X 35" X 1/4' ~(3) 2X0 COL J SIMPSON GIRDER TO (2) 2X6 COL 12) 2 @) 2X6 CqL · (@ 2~6 COL J (3)2;(4 (3) 2X6 COL ABOVE nMPSDN JOIST W12X 40 GIRDE _ (2) 2X8 COL/~OVE SIMPSON JOIST SIMPSON JOIST TOGIRDER ~<1 NHUS41o _(3) 2X6 COL ABOVE 12) 2X6 COL ABOVE I I I SIMPSON JOIST OIRDER I STEEL COL SIMPSON HW GIRDER TO _(2) 2X6 COL ABOVEI IRDER TO (2) 1-3/4" X 11 7/8" LVL FLUSH GIRDER {HUS410 (2) 1-3/4" X 11-7~" LVL GIRDER SIMPSON JOIST (3) 2X6 COL --, r (3) 2X6 COL ~ ~)~/~ 1~'- 7/8' LVL FLUSH GI~E~' .... (31 ~X4 COL *.eVE 11 718" TJ1230 FJ @ 16" O,O 2X6COL ~ @}gX$OOL (3)gxSOOL FRAMING- Rafter to Top Plato (Toe -nailed) Betting Joist to Top Plato (Toe-nailed) Ceiling Joist to Parallld Ratter (Face-naiMd) Ceiling Joist Laps OMar Partitions (Face -nailed) Collar Tie to Rafter (Toe-nailed) Blocking to Rafter (T~oe nailed) Rim Board to Ratter I(End Nailed) 4 - 8d per rafter 4 - 8d per jotst 8-16d each lap n/a each/ap 2-1 Od per tie 2 - 8d each end 2 - 16d each end WALL FRAMING Top Plato to Top Plalto (Face-nailed) Top Plates at thtorselotions (Face -naibd) Stud to Stud (Face -mailed) Header to Header (Race -nailed) Top or Bottom Plate Itc Stud (End N~Jled) 2 - 16d (1) 4 - 16d 2 - 16d lcd 2-16d 3-16d 4-16d perfect joists - each side 16" c.c. along edges per2x4stud per2x6stud per2xSsbd Bottom Plate to Floor Joist, Band Joist, End joist or Blocking (Toe-nailed) 2 - lcd (1,2} per foot FLOOR FRAMING Joist to Sill, Top Plate or Girder {Toe-nailed) 4 - 8d per joist Bridging lo Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Tom-nailed) 2 - Od each end Blocking to Sift or Top Plate {Toe-nailed) 3 - lcd each b@ck Ledger Strip to Beam (Face-nailed) 3 - lcd each joist Joist on Ledger to Beam (Toe-ne@d) 3 - 8d per joist Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or T~op Plate (Tee-nailed) 2 - 16d (1} per foot ROOF SHEATHING Structural Panels 8d (Detail sheet S-3) CEILING SHEATHING Gypsum Wallboard I 5d coobrs I 7" edge / 10' field WALL SHEATHING 8~ctural Panels 8d 6" edge/12" field Gypsum Wallboard 5d coolers 7" edge / 1 @' field FLOOR SHEATHING Structural Panels 8d 1" or less 6" edge / 12" fiMd (lJ Netting requiremenlts are based on wall sheathing nailed 6" oR-center wi the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for s@uotural membBrs shall ba doubled, or Mtomato connectors, such as shear plates, shall be used to maintain bad path, (2) When watt sheathing is continuous ever connected members, Ihe tabulated number of nails shall be permitted to be reduced to t - 16d naill per foot. (TYP,) "PLYWOOD _ PLASTIC-OOATED PERMANENT WOOD 8CREW ANCHORS (2) 2)(6 COL PLYWOOD (TYP.) DETAIL A - TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING '3" No, 8 SCREWS 12"00 12" OC LIGHT WOOD-FRAME WALL / PLYWOOD OPENINGS PROTECTION; THICKNESS DEPENDS ON WINDOW OPENING WIDTH (I) Framing Notes: The con~ctor is to redly all measurements in the field and any discrepancies am to be brought to the attenbon of the Engineer pfior to construction. Wood Framing 1 - All lumbar is te be No. 2 or bettor Douglas Fir Larch (N) wgh [he faibwing minimum specifiaatlans; Fb = 825 psi Fy = 95psi Fe ge~ = 625 psi E = 1,600,000 psi 2 - All Laminated Veneer Lumber ~s to have the fallowing minimum specifications' Fb = 2,900 pm Fy = 290 psi Fo perp = 650 psi E = 2,08g,000 psi 3 - All beams tsbrbated with mulgple Laminated Veneer Lumbar boards are to be nailed/b@tsd in aosordanoe with the manufactureCs speo~oations. 4 - All T Jla are to be Inetsl@d in accordanca with lhe manufacturer's spedfications and shall inifiude squash blocking and web stiffeners at beanng points on girders and other Iced beadng areas. 5 - All straps, connecters, plates, bolts, nails= ate. are to be galvanized or stainless steel. Designated conneotom, strap ets. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nsitsd~b@tsd in accordance with the manufacturer's sgedficafions 6 - Ail floor sheathing is to be 2~32 inch AC type plywood, tongue and groove, with an APA span rating of 48124 Floor sheathing shall be glued and screwed to the floor Joists (6" O.C edges and 12" O C field } 7 - All wall sheathing is to be 1~2 inch APA Rated Exposure I plywood and shall be nailed with 8d common nails 6" CC. edges and 12" C.C. fie@. 8 - Solid blocking ls to be inetslled every 8' max or mid span of all floor joists w~th spans exceeding 8'. 9 - Double joists are to he installed below parallel walls. tO - @tacking ~s to be installed at all point Icad beadng points t 1 - Walls ara to be framed with 2x6 inch studs spaced 16 inches CC unless indicated o[he~se. 12 - First Floor joists ara to be TrusJoite TJ1230 / 9.5" and Samnd Floor joists are te be Tmjoiet 230111.875 and are to be installed in accordance with the manuts@urefs specifications, 13- All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel, 14 - All bolts Riffs and washers are to be atalaiess tee@ or hot dipped galvanized, Steel 1 - All steel Is to be ASTM Speifififisfion A~36 2 - All bolted connections are to be made with A.125 boils. 3 - Squarwimotsngulartoirauler caiumns ere ts be ASTM Specification A500. SIMPSON LST/~6 STRAP Typical Window and Door Header Strapping Detail Each Corner NTS SIMPSON GIRDER HHUG410 - 131 2,'46 COL (2) 2X6 COL 12) (2) 2X6DOL- (2) 2X10 HE/~DER ROOF FRAMING PLAN , i · SECOND FLOOR FRAMING PLAN the~e~fa~Eng[~ee~ArchiteN~rL~dSurvey~r~s~e~ei~the'a~nng~'~§~nee~Arch[~e~t~ Alternate to 120 MPH Certified NOTE: IN LIEU OF SCREWS, LUGS Window Installation uW~[i~ NUTS AND WASHERS MAYBEI ~ Plywood Panel Window and Door Protection for Wood Framed Buildings soa,e:l,,'-t'-o" CondoR Engineer, rig, P.C. BRA N, sD/BOA sD, oR SRIoDAEDNCE S-2 Drawn by: JJC Date: 6-15-2008 1755 819sbse Road Mattltuck, New York 11952 (631) 298-1986 GREENPORT, NY Roof Framing Plan I x ® ® ® Nailing Zones for ol o o 0 0 ® ® ® Roof Sheathing in ~20 MPH Peak Gust Wind Zone Zone I Zone 2 Zone 3 Field 6" C.C. t2" C.C. 4" O.C Panel Edges 6" C.C. 6" C.C. 4" C.C. Nailing Requirements for 120 MPH, 3 See. Peak Gust, ~" Thiak Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details SCALE: 118': 1'~' 10 RIDGE Simpson LSTA30 Ridge 2X8 COLLAR TIES (2) 2X6 COL Simpson AC6 Post Cap Girder to Each Column (3) 1-3/4" X 11 ~7/8" LVL GIRDER W/(2) 1 r~ F P BELOW JOISTS Section at Terrace Scale 1/2 inch = 1 ft. (Typ) Deck Section Scale 1/2 inch = 11ft. 2X12RR@ OR 5 Hurricane Ties at each Rafter Tail 8ir,mpson StronR-Tie H[D2A with SSTB20 Deck Section Scale 1/2 inch = 1 ft. OR Two Simpson H2.5 Hurricane Ties at each Rafter Tail Two Simpson H2.SA Hurricane Ties at each Rafter Tail Typical 2nd Floor Strappin,q Detail NTS Typical Wall and Sill Strapping Detail Section at 4'-0" Roof Overhang Scale 1/4inch = 1 ft. 2X10 ACQGIRDSR Proposed 36' high rain rail[ag (See Architectural plans br dot,Is) (2) 2X10 ACQ Glrda Typical Wall and Sill Strapping Detail ~Deck Section at Screened Porch Scale 1/2 inch = 1 ft. Simpson LSTA30 Ridge Strap at each Rafter MTS30 Ralter Strap at each Rafter TeJl TYP ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING ON 15f~ FELT ON 6/8" PLYWD SHEATHING ON 2x12 RR at 16' O C 2X8 RR 1-3/4" X 14" LVL STRUCT RIDGE : 16" O c Two Simpson H2.5 Hurricane Ties at each Rafter Ta~l SECOND FL 6' 0" KNEE WALl 11 718" T JI 230 FJ at 16" 0 C FIRSTFLOOR at PERIMETER CRAWLSPAOE at each Rafter Tail Typical 2nd Floor Strapping Detail NTS Typical Wall and Sill Strapping Typical Building Section Scale 1/4 inch = 1 ft. / ~ Sea,a.A. ehown Condon Eng neenng, P.C. BRANDVOLD RE~ 1955 BAYSHORE ROAD ~d'mv Drawn by: JJC 1756 Sigsbee Road GREENPORT, NY OF Date: 6-15-2006 M attltuck, New York 11952 (631) 298-1986 Sections & Details 3