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Home My WebLink About33379-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32998 Date: 04/24/08 THIS C~TIFIES that the building Location of Property: 7540 MAIN RD (HOUSE NO.) County Tax Map NO. 473889 Section 31 FARM STAND EAST MARION (STREET) (HAMLET) Block 6 Lot 28.5 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 23, 2007 pursuant to which Building Permit No. 33379-Z dated SEPTEMBER 12, 2007 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 FARM STAND BUILDING AS APPLIED FOR & AS PER ZBA #5691 DATED 12/1~/o6. T~e certificate is issued to SUSAN ROZENBAUM ( O~NER ) of the aforesaid building. SUFFOLK COUN~I~/DEPART~EN~p OF HEASTHAPPROVAIJ N/A ~T.Rt-i~ICAL CERTIFICATE NO. 3060485 04/14/08 PLIERS CERTIFICATION DA'rmu N/A thori~ Rev. 1/81 Form No. 6 TOWN OF SOIJ'IHOLD BUIL1HNG DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIlqCATE OF OCCUPANCY This application must be fired in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey ofpropc~y 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 f~om plumber certifying that the solder used in system contains less than 2/10 of 1% Icad. 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 fcature.~. 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 $Z5.00, 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 New Construction: Location of Property: House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision ~ck0~.~ Old or Pre-existing Building:. 1 Street .~ Bilk Fil~ Map. (oh~k one) Hamlet Lot 2e. Lot: I Permit No. q q Health'Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ ~ ~-IZ-07 Applicant: ~ Underwriters Approval: Date of Permit. Final Certificate: (cheek one) Applicant Signature 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 application of upon premises owned by G & S ELECTRICAL CONTR. LAVENDER BY THE BAY INC P.O. BOX 215 7540 MAIN RD SOUTHOLD, NY 11971, EAST MARION, NY 11939 Located at 7540 MAIN RD EAST MARION. NY 11939 Application Number: 3060485 Certificate Number: 3060485 Section: Block: Lot: Building Permit: BDC: ns11 as a occupancy, wherein the premises electrical system consisting of Described Commercial electrical devices and wiring, described below, located in/on the premises at: BasemenL First Floor, 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 14th Day of April, 2008. ~ Name QTY Rate Ratin~ Circuit Type Alarm and Emergency Equipment Combo Exit and Emergency Light 1 0 Appliances and Accessories Exhaust Fan 1 0 F.H.P. Wiring and Devices Outlet 14 0 Fixture Fixture 14 0 Incandescent Outlet 17 0 General Purpose Receptacle 8 0 General Purpose Switch 11 0 General Purpose Receptacle 5 0 GFCI Paddle Fan 2 0 Lighting track 54 0 Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: I 200 cb Meters: 1 seal Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I1~1 ~-,~r~l~lr~r~m~r~l~lC~J~l~lr~lC~r~l rJ~lr~lr~lr~l~ ~ ~ ~£Jj rJirJirJirJirJirJirJir~lrJirJrr3~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~1 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STRE~-I ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, LAVENDER BY THE BAY INC 7540 MAIN RD EAST MARION, NY 11939 Located at 7540 MAIN RD EAST MARION, NY 11939 Applicatien Number: 3060485 Certificate Number: 3060485 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, 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 14th Day of April,:2008. Name QTY Rate Rating Circuit Type seal 2 of 2 This ceAificatemay not bealtered in any wayand is validated only bythe presenceofa raised seal at the location indicated. 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 application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, LAVENDER BY THE BAY INC 7540 MAIN RD EAST MARION, NY 11939 Located at 7540 MAIN RD EAST MARION, NY 11939 Application Number: 3060485 Certificate Number: 3060485 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, 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 ]4th Day of April, 2008. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Combo Exit and Emergency Light 1 0 Appliances and Accessories Exhaust Fan 1 0 Wiring and Devices Outlet 14 0 Fixture 14 0 Outlet 17 0 Receptacle 8 0 Switch 11 0 Receptacle 5 0 Paddle Fan 2 0 Lighting track 54 0 Service I Phase 3W Service Rating 200 Amperes Service Disconnect: 1 Meters: I 200 cb F.H.P. Fixture Incandescent General Purpose General Purpose General Purpose GFCI seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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 application of upon premises owned by G & S ELECTRICAL CONTR. LAVENDER BY THE BAY lNG P.O. BOX 215 7540 MAIN RD SOUTHOLD, NY 11971, EAST MARION, NY 11939 Located at 7540 MAIN RD EAST MARION, NY 11939 Application Number: 3060485 Certificate Number: 3060485 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, 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 14th Day of April, 2008. Name QTY Rate Rating Circuit Type seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33379 Z Date SEPTEMBER 12, 2007 Permission is hereby granted to: for : SUSAN ROAENBAUM 100 GREENWAY TERR FOREST HILLS,NY 11375 CONSTRUCTION OF A FARM STAND BUILDING AS APPLIED FOR PER ZBAAND PL~2~NING BOARD APPROVAL. at premises located at 7540 MAIN RD EAST MARION County Tax ~4ap No. 473889 Section 031 Block 0006 Lot No. 028.005 pursuant to application dated AUGUST 23, 2007 and approved by the Building Inspector to expire on MARCH Fee $ 578.00 12, 2009. ORIGINAL Rev. 5/8/02 APPEAhS BOARD MEMBERS Ruth 'D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman DEC 2 1 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 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 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 14, 2006 ZB File No. 5691 - Serge and Susan Rozenbaum; E. Niamonifakis Property Location: 7540 Main Road (and Cedar Lane), East Marion CTM 31 .-6-28.26 and 28.26 (part of 28.1) Zone District: R40 Low Density Residential SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: the applicant's property consists of 10.5 acres of land, with the 8.6 acres under the county of Suffolk Development Rights Program and the 1.9 acres directly fronting along the Main Road in East Marion. BASIS OF APPLICATION: Zoning Code Sections 280-4 and 280-14 (formerly numbered Sections 100-13 and 100-32), based on the applicant's request to construct and operate a farm stand with design as a building for sales of farm produce and which is deemed as not meeting the definition of a farm stand, based on the Building Inspector's amended November 3, 2006 Notice of Disapproval. The reasons stated in the Notice of Disapproval are: "the proposed construction on an 18.75 acre farm parcel with three front yards in the AC Zone, is not permitted pursuant to Section 100-32 (renumbered 280-14), which states: "No building or premises shall be used and no building or part thereof shall be erected or altered in the AC, RS0 ... Districts unless the same conforms to the Bulk and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein in full. According to the bulk schedule, the proposed construction requires a front yard setback of 60 feet, and is not permitted pursuant to Section 100-13, which defines a farm stand as: 'any structure open to the weather on at least one side, used for the sole purpose of reta# sale of produce grown by the owner of the stand on the farm acreage within the Town of Southold; and such structure may be one-story or less, roofed or have partial walls and flooring but may not be completely enclosed except when the business is closed. A farm stand may not be insulated or mechanically heated or cooled by permanent equipment. A truck bed or trailer on wheels, with areas in excess of 20 square feet displaying produce, shall be considered a farm stand." FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 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: RELIEF REQUESTED: Ownedapplicants propose to construct a farm stand with a setback of +/- 6 feet from a proposed 25' R.O.W instead of the code required 60 feet. Notice of Disapproval was amended October 5, 2006 to remove a proposal to insulate the building and on Nov 5, 2006 to remove the proposed attic space. Page 2 - December 14, 2006 ZB Fite No. 5691 - S. and S. Rozenbaum; E. Niamonakis CTM,# 31.-6-28.26 and 28.26 (pad of 28.1) ZBA must determine if the proposed building as detailed in a site plan for Serge and Susan Rozenbaum based on a surveyor site plan prepared by Joseph Ingegno dated 10-03-05, and architectural plans and elevations drawn by East End Design Associates and dated 09-30-05, meet the definition of a farm stand as defined in Section 100-13 of the Town Code as cited above. INTERPRETATION OF THIS APPLICATION AS A FARM STAND: The definition in Section 100-13 of the Town Code for a farm stand is cited above. The owner/applicants' proposed building meets the dCf~tion as follows: 1. The North and South sides of the building will be accessed through double garage doors (each 10 x 8 feet) and the east elevation through 2 double doors (each 6 x 8 feet) for a total of 416 SF or 40.6 % of all building walls or 45% of the building perimeter, and 71.4% of the building width on 2 sides. 2. The farm stand will be open seasonally (from approximately May through October) and will sell varieties of lavender plants grown on the agricultural land to the south of the farm stand, fresh cut lavender, lavender dried on the premises in the basement of the proposed farm stand, lavender sachets, soaps and wands, and bottled honey and beeswax produced by honey bees in beehives in the lavender fields. 3. The doors described in I above will be open as primary entries and exits during business hours and when weather permits. The proposed farm stand is 25' 5 ",4" high to the ridge of the roof, and is open to a cathedral ceiling on the interior. 4. The proposed farm stand will not be insulated or heated. 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 area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby propedies. The proposed farm stand is residential in scale and style and is an attractive and appropriate addition to the neighborhood. Recorded Covenants and Restrictions on the subject property prevent vehicular access to the proposed farm stand from Cedar Lane, a small residential street that borders the westerly boundary of the subject property. A farm stand is an appropriate and allowable use for this parcel. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than the relief requested, because C&R's on the subdivision dated May 14, 2004 require access to two residential lots and the subject property from Main Rd./S.R. 25 through a 25 foot wide right-of-way along the easterly boundary. Since the building site is only 73.39 feet wide, even the relatively small proposed farm stand at a total footprint of 980 SF would require a setback variance from the R.O.W. 3. The variance granted herein is substantial. The requested setback variance represents 54 feet or 90 percent of the code required minimum 60 feet. However, although the proposed easement will be 25 feet wide, the actual traffic lane will be 10 feet wide, thereby expanding the visual proximity of the right-of-way to the proposed farm stand. Moreover, the property is noted by the Planning Board in a letter dated November 20, 2006 as being located in an R-40 Residential Zone rather than an Agricultural-Conservation Zone, changing the required minimum front yard setback of the code from 60 feet to 50 feet. The difference in relief being requested is less at 44 feet, compared to 54 feet in the A-C setback schedule, however the setback reduction is still substantial at 88 percent. 4. The alleged difficulty has not been self-created. The subject property has three front yards (Main road, Cedar Lane, and a private right-of-way). Any construction would require a front yard setback variance. Page 3 - December 14, 2006 ZB File No. 5691 - S. and S. Rozenbaum; E. Niamonakis CTM # 31 .-6-28.26 and 28.26 (part of 28.1) 5. No evidence has been submitted to suggest that the proposed farm stand will have an adverse impact on physical or environmental conditions in the neighborhood. However, the subject property is located on N.Y.$. Rt. 25 which has experienced increasing traffic congestion over time, and is also adjacent to Cedar Lane, a residential street that also requires access to N.Y.S. Rt. 25. It is impodant that measures are taken to ensure safe ingress and egress to the subject property and adequate on-site parking and circulation. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a farm stand with required parking spaces, 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 Weisman, seconded by Member Goehringer, and duly carried to GRANT the variance as applied for, as shown on the surveyor's site plan prepared by Joseph Ingegne dated 10-03-05, and architectural plans and elevations revised 9-30-05 by East End Design Associates, with the following Condition: 1. That pursuant to the Notice of Disapproval Amended November 3, 2006 and Chapter 47-3G of the Town Code, the approval of this variance for the proposed farm stand will require full parking plan approval by the Planning Board. 2. This farm stand shall remain seasonal and without heat. 3. The use of the basement shall be for storage use and drying of lavender and agricultural products. 4. No expansion or structural alterations (such as a second floor or adding heat, or year-round use, or similar changes) are permitted without prior application and determination issued by the Zoning Board of Appeals. 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 property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: duly adopted (5-0). Ayes: Members Oliva, Goehringer, Dinizio, Simon, and Weisman. This Resolution was Ruth D. Oliva, Chairwoman 12/20/06 Approved for Filing PLANNING BOARD MEMBERS JER1LYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54875 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 August 3, 2007 Abigail A. Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. 13015 Main Road, PO Box 142 Mattituck, N.Y. 11952 Re: Farm Stand for Serge and Susan Rozenbaum a/k/a Niamonitakis Farm Stand SCTM 72:1000-31-6-28.5 & 28.6 Zo~zing Dis~fict AC Dear Ms. Wickham: At your written request, dated July 17, 2007, the Planning Board hdd a Work Session on July 30, 2007 to discuss the farm stand parking illustrated on the "Site Plan for Serge and Susan Rozenbaum" prepared by East End Design Associates dated November 29, 2004 and last rev/sed March 23, 2007. The Planning Board reviewed the plan under Town Code Section 135 (Farm Stands) and conditionally approves the parking location, as submitted in conformance with the Zoning Board of Appeals Number 5691, subject to the following: · Pursuant to Southold Town Code 100-254 Part B Section 5, the Planning Board grants approval for less than the reqthred number of spaces for the proposed use and the Planning Board shall have the right to review the parking requirements in the future if a change of use or intensity of use is proposed at the site. · The Planning Board accepts the proposed parking layout and is unable to approve any parking that encroaches on the property in which the Development Rights have been sold. The applicant, owner and/or agent must obtain approval from Suffolk County for any parking encroachments onto the property fights sold area. A copy of this approval must be submitted to this office. · Note the parking spaces, inchlding dimensions, must conform to the minimum parking dimension oft x 19' as per Town Code 2280-78 part C. Serge & Rosenbaum Page two August 3, 2007 · The owner, agent and/or applicant agrees to install all handicap parking stalls, unload area, access aisles, surface type and signage in compliance with New York State Code standard requirements. Specifically note that an ADA sign w/il be required and the plan needs to rescale the parking space and unload area to comply with the code requirements. · The Planning Board notes that the curb cut usage as shown requires a New York State Department of Transportation (NYS DOT) Highway Curb Cut Permit. The applicant, owner and/or agent must submit the required information for the Farm Stand curb cut to the NYS DOT for final approval. A copy of this final approval must be submitted to this office. Attached you ~ £md the conditionally approved copy of the site plan map for your files. This letter does not condone any changes from the site plan map and or approvals from other agencies if required. Respectfully yours, Chairperson Enc.-Wickham CC: Building Department Zoning Board of Appeals New York State DOT Suffolk County Land Preservation File PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND February 13, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 '/65-1938 Fax: 631 765-3136 Ms. Abigail A. Wickham Wickham, Bressler, Gordon & Geasa, P.C. 13015 Main Road, PO Box 142 Mattituck, N.Y. 11952 Re: Farm Stand for Serge and Susan Rozenbaum aka Niamonitakis Farm Stand SCTM #: 1000-31-6-28.5 & 28.6 Zoning District: R-40 I 5 ?.0¢7 Dear Ms. Wickham: The Southold Town Planning Board, at a meeting held on Monday, February 12, 2007, adopted the following resolutions: WHEREAS, this proposal is to construct an 980 sq. ft Farm Stand building with 10 parking spaces on a 1.92 acre parcel located in the R-40 Zoning District on the s/s/o NYS Road 25 at the s/e intersection of Cedar Lane and NYS 25 in East Marion. SCTM #1000-31-06-28.5; and WHEREAS, Susan Rozenbaum is the owner of the property located on the s/s/o NYS Road 25 at the s/e intersection of Cedar Lane and NYS 25 in East Marion; and WHEREAS, on November 30, 2004, the Southold Town Building Department issued a notice of disapproval indicating the proposed construction is not permitted under Town Code 100-32 or 100-13 and the agent/applicant will be require to obtain relief from the Southold Town Zoning Board of Appeals prior to the Plmming Board approving the map; and WHEREAS, on March 4, 2005, the Southold Town Building Department issued an amended notice of disapproval indicating the proposed construction with two front yards is not permitted under Town Code 100-32 or 100-13 and the agent/applicant will be required to obtain relief from the Southold Town Zoning Board of Appeals prior to the Planning Board approving the map; and WHEREAS, on June 30, 2005 and September 12, 2005, the Southold Town Building Department issued an amended notice of disapproval indicating the proposed construction with three front yards is not permitted under Town Code 100-32 or 100-13 and the agent/applicant will be required to obtain relief from the Southold Town Zoning Board of Appeals prior to the Planning Board approving the map; and WHEREAS, on November 21, 2005, the agent submitted a map labeled "Site Plan for Surge and Susan Rozenbaum" to be processed; and Susan Rozenbaum aka Niamonitakis Farm Stand Page Two February 13, 2007 WHEREAS, on January 3, 2006, the agent Abigail Wickham submitted the permit issued by the New York State Department of Transportation under Highway Work Permit No. 10-04-0119 on November 01, 2004 for the residential subdivision; and WHEREAS, on October 5, November 2 and November 3, 2006, the Southold Town Building Department issued an amended notice of disapproval indicating the proposed construction with three front yards is not permitted under ~l'ow~ Code 100-32 or 100-13 and the agent/applicant will be required to obtain relief from the Southold Town~d~i~ Board of Appeals prior to the Planning Board approving the map; and WHEREAS, on December 14, 2006, the Southold Town Zoning Board of Appeals granted a Variance as applied for under file number 5691 which stipulates four (4) conditions; and WHEREAS, on January 9, 2007, the agent Abigail A. Wickham requested the Planning Board approve parking under Chapter 47 Farm Stands; and WHEREAS, the Southold Town Planning Board, acknowledges the Southold Town Code has changed the numbers and Chapter 47 Farm Stands is now Chapter 135 Farm Stands; and WHEREAS, on January 22, 2007, the Southold Town Planning Board held a public work session to review the proposed parking pursuant to Chapter 135, Farm Stands, Part G and agrees the provisions have been met; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent with the Policy Standards in the January 29, 2007 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c (3), makes a determination that the proposed action is a Type II and not subject to review; and be it further RESOLVED, that the Southold Town Planning Board grant approval in conform~tnce with the Zoning Board of Appeals decision on the Farm Stand map known as the "Site Plan for Surge and Susan Rozenbaum" prepared by Joseph Ingegno licensed Land Surveyor dated July 24, 2001 and last revised October 3, 2005 pursuant to Town Code Section 135 (Farm Stands) for the parking location and authorize the Chairperson to endorse the site plans with the following conditions: The Planning Board is unable to approve any parking that encroaches on property in which the development rights have been sold. The applicant, owner and/or agent must obtain approval from Suffolk County for any parking encroachments onto their property. A copy of this approval must be submitted to this office. The Planmng Board is unable to approve the curb cut usage as shown and acknowledges that a New York State Department of Transportation (NYS DOT) Highway Curb Cut Permit is required. The applicant, owner and/or agent must submit the required information for the Farm Stand curb cut to the NYS DOT for approval. A copy of this approval must be submitted to this office. Serge and Susan Rozenbaum aka Niamonitakis Farm Stand Page Three February 13, 2007 If the as-built site improvements vary from the approved plan, the Planning Board reserves the right to review any parking location / layout changes and request a certified as-built plan detailing all the changes. 4. Any changes from the approved plan shall require Planning Board approval, and is the responsibility of the applicant, owner or agent to submit such changes to the Planning Department for review by the Planning Board. Attached you will find an approved copy of the site plan map for your files. A copy of the approved site plan is enclosed for your records. One copy each will be distributed to the Building Department, Town Zoning Board of Appeals, Town Engineer/Highway Department, New York State Department of Transportation and Suffolk County Department of Energy & Environmental Division of Real Property Acquisition & Management. If you have any questions regarding the above, please contact this office. Very truly yours, Chairperson Enc. Cc~ file Southold Town Building Department Southold Town Engineer Southold Town Zoning Board of Appeals New York State Department of Transportation Suffolk County Department of Energy & Environmental Division of Real Property Acquisition & Management Date: February 1, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Matfituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping Inspection Niamonifakis 7540 Main Rd. East Marion, NY Pe~mil# 33379Z To Whom It May Concern: Tiffs letter certifies that all wind strapping on the above mentioned project is in tact, mid meets all state and local building codes. Any questions please feel free to call. Jame~s. ~r~koski P.E. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE '~'~ ~'- - '~ ~' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~UNDATION 1ST [ [~,"] FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE//~//-'//~? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _INSPECTION [ F~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR FOUNDATION (1ST) I/N'SIJLATION PER N. Y. STA~ E~R~ CODE . ~ ~ ~DITION~ COUNTS OWNER ', STREET VILLAGE ~)IST~ SUB. LOT ACR. REMARKS TYPE OF BLD. ' , , PRO,. cu,,ss.~{ { LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND ~' DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL COLOR TRIM sc Bath Dinette M. Bldg. Foundation cs FULL c.^w~ Floors Kit. Extension Basement Extension Ext. Walls Interior Finish L.R. Extension Fire Place Heat D.R. Patio Woodstove BR. Porch Dormer Fin. B, ' Deck Attic Breezeway Rooms 1st Floor Garage Driveway Rooms 2nd Floor Pool 'fOWN OF SOUTHOLD BUILDING DEPARTMENT TOWr,/} A L SOUTI~OLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/S outhold/ Examined ta [. ,20_~ Approved ]//~ , 20. ' Disapproved a/c Expiration ., 20.__ BUILDING PERMIT APPLICATION tZ~4eCKLtU t Do you have or need the following, before applying? Board of He~th ...... ' '' '~ 4 s0ts'0fBuilcling Plans ' p!a;a~ing Board approval Survey Ch~ck ': Septic Form :j N,Y,$.D.B.C. Trustees Contact: (',a, ~. Iq,"/~'t ?.~Om'~,o'-h.;~( Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS ,20 off a. This application MUST be completely filled in by typewriter or in i/~k and submitted to thc Building Inspector with 4 sets of plans, accurate plot plan to scale; Fee according to schedule. '~i'" b. Plot plan showing location of lot and of buildings on premise~;~Zelationship to adjoining premises or public streets or areas, and waterways. · ~. ! ~r:.;., ......... c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building ~spector Will issue a Bdilding Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for imy pUrPose what so ever uatil the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire.if:t~e wp~'k authorized has.,gQt COm.~ncel;t_withi~ 12 months aRer the date of issuance or has not been completed within 18 months from such date. If no zoning ~mendment~ or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize :in wri, tk3g the extension of the permit for an addition six months. Thereaftir,' a new permit sh'all be required. APPLICATION IS HEi~EBY MADE to the Building Department for the issuance of a Building Permit puts-ant to the Building Zone Ordinance of the Town of Southold, Suffolk Couhty, ~ew York, cud other applicable Laws; Ordinances or Regulations, for the construction of buildings, additions, or alteratiom or for removal or demolition as herein described. The apphcant agrees to comply With all applicable laws, ordinances; building code, housing eerie, and regulations, and t6 admit authorized inspectors on premises and in building for necessary inspecfi, ons. ' .... (signatur f i~ppli ) ' .,,,m~.m, co cant or name, if a corporation '. ,: : : (M~iling address of'applicant) State whether applicant is owner, lessee, agent, architect, eng/neer, general contractor, electrician, plumber or builder Name of owner of premises (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. /q ~- Plumbers License No. Iq ~ Electricians License No. ~ a Other Trade's License No. ~O/~ Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 'Section 31 Block O(o Lot ',~ c~°~'{-)"~ Subdivision H t¢ ¢ tS ei_ me) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /~ ~ r': ~o~4~,, re- b. Intended use and occupancy ~ ~*",~o~!r, ~ ~ 3. Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition Other Work Estimated Cost ~ 1~'O. O~b Fee 5. If dwelling, number of dwelling units Number of dwelling units on each floor [f garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Alteration (Description) (To be paid on filing this application) Dimensions of existing structures, if any: Front Height - Number of Stories Real' Dimensions of same structure with alterations or additions: Front -- Depth -- Height. - Number of Stories 9. 10. Date of Purchase ~l~d Dimensions of ~e~,~. new construction: Front Height I Io - q/L . Number of Size of lot: Front t/~,O~~ Rear Rear - Rear 2 BLO'' Depth 35 LO" oq Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES NO )~ Will excess fill be removed from premises? YES ~oe, c4e . ~,o'z.~',,~ ~t~ur~ ~M~,~ ~ ~ ' 14. Nines ofO~ ofpr~isesSu~ ~z~m Address ~a~7 ~od~-~ Phone N~eof~c~tect~a~r ~qh b~qq ~s~c, AddressP,o. I~,o~ PhoneNo NmeofCon~antor~.r~o; ~ Address o~ I ~oxa~PhoneNo. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO g. 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 $~'gg, L~ ) ~'~['['~ ~, /([LiL berg d~y sworn, deposes ~d says that (s)he is the applic~t ~me of ~di~dml si~ing con~ct) above rimed, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this .~ day o~ /~ 20 07 MELANIE DOROSKI NOTARYPUBLIC, State of New YOlt No. 01D04634870 Qualified in Suffolk County ,q ,..,, ,~ Commission E~ires Septerabei' 30//9' I u °~ignature of Applicant APPROVED BY PLANNING BOARD ~OV. JN OF SOUTHOLD CAT~ SURGE AND SITE FOR SUSAN PLAN ROZENBAUM SITUA TED A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 -06-28.1 ,I. SCALE 1"-20' JULY 24, 2001 EXISTING LOT AREAS: S.C. TAX LOT No. 1 000-31 -06-28.1 = 81 6,993 sq. ff. 18.756 ac. FARM STAND TYPICAL SEWA GE DISPOSAL SYSTEM TOP BURIED 4' DEE. O mcx. PRECAST REI,NFORCED CON.C, RETE COVER~ BURIED I DE. EP min. 2 DEEP max.~ ~ / MIN. 4' dio. ,, . APPROVED PIPE 20 m,n. ~rL~P..--~ F'FFCHED 1/4-',/1' I. ~ (NOT TO SCALE) f24'dia. LOCKdNG, WATERTIGHT & INSECT PROOF C.~ST IRON COVER TO GRADE ' dia. · 20'mln. MIN. 4 APPROVED PIPE .~ m-c~m ~/8'/v ~-- BOTTOM /--FINISH GRAD~ FARMSTAND BASEMENT 81~ FIRST FLOOR 812 DECK / COVERED PORCH 164 TOTAL STRUCTURE 98C LOT SIZE: 561,8 LOT COVERAGE: 980., PARKING SPACES 7 SF HANDICAP PARKING ISF SPACES AVAILABLE 8 T( PARKING DRIVEWAY 8, PARKING: 8,5( LANDSCAPED AREA: 55~ PARKING SPACES REQUIRED BASEMENT WAREHOUSE AREA: RE FARM STAND AREA: RE NUMBER OF PARKING SPACES PROVIDE Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: Distrlc! Section Brock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER; GRADINGr DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatarFIowl Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is them a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of. Way or Road Shoulder Area? {This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submiffed for Review Prior to Issuance of Any Building Permltl EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Pmjecl? /* Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl V STATE OF NEW YORK, cou 'rv ................. ss That I, ,....~....~.......~..~.......~'...1[....~..%. ............................... beh~g duly sworn, de'poses and says fl~at he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ...... .~..q..~....~...T. ........................................................................................................................................... (Owner, C~ntractor, Agent, Corporate ~r, sic,) Owner and/or representative of the Owner of Owner s, and's duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ......................... ~....~...~.7. ........... dayof ......... ..~r...d~ ............................ 20...0...rl Notary Public: .~..v6..(~...~..C~.. ................................ MELANIE DOROSKI FORM - O6/O7 No, 01D04634870 Oualifiedin Su[f01kC0unty ,*~/., i O ~3nxnisaon Expires Sept~mbe~ 30, -p.v ~ PAGE # DF_. CRIFrlON smaS ON REV ION IfltVISlON CP COVtLR PAGB-~IX #A~ T~I I'~BBR ~ PEI~'I'I V'~., TF2 TIMBBR ~ ~ ~YO~ ~ ~ ~ R~ ~YO~ 'r~i ~ ~ W~ I. A & D ~ ~A~ON D~g Ro~baum Farm $1'~md- Timb~r Frame Strucmrid D~lg~ Criteria The timber frame structure has been engln¢crcd to resist the following design loads in accordance with the 2001 Building Code of New Yo~k State: Roofs-now load: PROJECT INFORMATION CLISTOM~.R / BIIII.DRR: JOHN BI~TANI JOHN BI~tTANI BUH,DRR ~ 1~80 OAK'WOOD DR1VB SOUTHHOLD, NY 11~71 PI-E (631)-765-159~ INFORMATION: # 7450 MAnq ROAD RAdT MARION~ NY 11939 HAST BND DESIGNS ~TB8, LLC PO BOX 1675 51~0 MAR,,I BAY',,tu:~W ROAD 8OUTHHOLD, NY 11971 PIE (631)-765-186g PAIi; (631)-765-68~ STRUCTURAL EIqGIN'RRR, FOR TIMBER FRAMIg: DB,~TI~ANO ASSOCIATBS 50 THORPE ~'I'V.I~t' FAIR~,-, n, cr 06824 Z 0 Grotmd snow load - Pg = 45 psf Tenai~ Catego~' B Exposure factor. Ce = 1.0 Thermal factor. Ct = 1.2 (unheated structure) ~rporiancc factor - Is = 1.0 Flat roof snowload - Pr= 0.7xl.0xl.2xl.0x45 = 38 psf No reduction taken for roof slope. Wind d~signefitedg Basic Wind Speed: V3~ = 120 mph ('3 second gus0 Category I, enclosed building* Importmacc factor - Iw -- 1.0 Internal pressure coefficient - OCpi =±0.25 Exposure C * BCNYS 1609.1.4 - Glazed openings shall be protected with impact-resistant glazing or wood stntetural panels p= Exception #1. Sdsmic design criteria: Seismic use group - I Seismic Design Cgcgory - C Site class - E assumed Design Spectral Response Coefficients - !lis = 0.416, ilm = 0.163 Response modification factor R = 6 (wood structural panel shear walls) Seismic analysis not required per BCNYS 1614.1, F,xccption #2 Lateral Bracing System: Wind and seismic lateral loads arc resisted by Sl~ shear walls (by others) and braced timber flame. s. A.RCI-irlltCI'URAL DRAWII',,IC.~ IN ~ .~.cr ARB FOR. VISUAL Riles ~-qmqTATION ONLY. CUdTOMR~ AND CONTRACTOR ARE RIL.qlaONdlBLB FOR I~'qdURING THAT PL&NS CONFORM TO ALL LOC. AL BUILDING CODI~. b. ALL STRIJ~ INIaORMATION INDICAT~,D ON THIg ~ PLANS ARE TO Blg SUI~R.g~q~'q~D BY THAT OF THB ST~JCTUP~L DBAWING& IF NO ~ DRAWINC~ ARB I~OVIDI1D BY ~ OR l~lGh'qlttllg TI-Iltlq CONTRACTOR AND/OR OWNBR ARB TO I-IAVtl A LICItlq.~ STRUCTURAL SUCH A8 ALL FRA~ONG W.~T Lq. BRAMS, CONNBGIIONS, m~a)m~s, join'rs, RAvrn~S, L c A8 INDICATf~ IN Yn** CONTRACT DOCUMBlq'I% 8IGNING OF THB CONTRACT INDICATE8 THAT YOU HAVIg RB~tntw~D DRA~grlNO~ AND ARB 8ATI~'ui~ wfn-I ALL DigresSiONS, DETA~ g AND 81~a.at,lCATIOlq8 ~ ~ DRAWING& DeSte. fano Associates 50 Thorpe Slreet Fain3eEI, CT 06824-5725 (203) 254-7131 Fax: (203) 254-0263 www. DestefanoAssociates.com CP STEEL-HARDWARE LIST: . ~ STEEL HARDWARE LIST. ~ ) ~ EACH RAFTER 6/12 TRUSS ~'~CHROOF v. (20) k" LAGS - (2) ~USS ~E TO P~TE h (16) TI~ER LOKS - (2) ~ER TO P~TE & (2) ~R TO mDGE (8) 60 SIMPSON ST~PS ~N,, CES TO POSTS - T ST~PS IN H~F (30) AN NST~I FASTEN WITH (~1 6d NAILS INTO POST/B~ ~ ~' . ~ ~ ~ ~.. ~ (20) NAILS TOTAL ~ CH S~P. xx,.,// ~ · · / ?AME PERSPECTIVE ~ ~ ((~~;Associotes SC*L[: ~O~E [~ ~ Structural Engineers [~N H~LAIN,P.E Fox: (205) 2fi4-0263 U PORCH NOTE: ALL POSTS TO I~ECEIVE HOLD DOWN CLIP & ~;/8" ID x 30" + 3" HOOK GALVA? ~IZED ANCHOR RODS. SEE TF9 4 1/2' SIP SHEA~ POST LAYOUT ¢~?_/dR~TELL NOTE: ALL POSTS TO ~ECEIVE HOLD DOWN CLIP & ~;/8" ID x 30" + 3" HOOK GALVA~~IZED ANCHOR RODS. SEE TF9 SCALE: 1/4"= 1'-0" ~/!ruScet~~!!! i .'.~ Fairfield, CT 06824-5725 (203) 254-7131 r ~O££~ SlOthS' ' Fax: (203) 254-0263 rKEVIN~.. ~ ERLIN, P.E, # 080790 we*~.DestefanoAssociates.com 6'-0" 4'-2" 4'-113/8'' 4'-113//8" 4'-113/8" 4'-113/8" 4'-2" - 28' 11//2" )OF LAYOUT 2~,-o,, SCALE: 1/4" = 1' - 0" ~ DeSte. fano ~[~~3 Associates Fain~ekl, CT 068245725 (203) 254-7131 Fax: (203) 254-0263 080790 www. DestefanoAssociates.com 12 12 8x12 BENT # 1 SCALE: 3/16" = 1' - O" 4'-3",, 18'-0" 18'_71/2'' 27'_11/2'' BENT # 2 SCALE: 3/16": 1' - O" 27'-11/2'' KEVIN H CHAMBERLIN, P E # 080790 /DeSte. fano Associates 50 Thorpe Street Fain~eld. CT 06824-5725 (203) 254-7131 Fax: (203) 254-0263 www. DestefanoAssociates.com Z < :E z 0 BENT # 3 SCALE: 3/16" = 1' - O" 12 27'-11/2" 12 27'_I1/2'' BENT # 4 SCALE: 3/16" = 1' - O" # 080790 ! {.DeSte. fano Associates 50 Thorpe Street Faiffield, CT 06824-5725 (203) 254-7131 Fax: (203) 254.-0263 www. DestofanoAssociat es.corn Z 12 18'-0' 18'_71.1/2" 27'-11//2" BENT # 5 SCALE: 3/16": r - o" DeSte. fano Associates 50 Thorpe Slreet Fain~eld, CT 06824-5725 (203) 254-7131 Fax: (203) 254-0263 www. DestefanoAssociates.com WALL - A SCALE: 3/16"= 1'-0" 6xlO 28'_11//2" WALL- D SCALE: 3/16" = 1'- 0" 6x10 8x12 28'- 11//2" : :'VrN ~IN, P~. # 080790 Structural Engineers 50 Thorpe Street Fairfield, CT 06824-5725 (203) 254-7131 Fax: (203) 254-0263 DeStefano Associates www. DestefanoAssociat es.com TF7 12 - 0'_03//4" 0'_41//2" 28'-0" PANEL SECTION SCALE: 1/4"" = 1' - O" 12~ 12 ROOF TO GET 3/4" SPACERS, T&G CLIENT SUPPLIED & INSTALLED. PANEL ROOF = 8 1/4" EPS. VTF RECOMMENDS COLD ROOF. WALLS TO GET 3/4" SPACERS, T&G CLIENT SUPPLIED & INSTALLED. PANEL WALLS = 4 1/2" EPS. VTF RECOMMENDS BREATHER ON WALLS. PANEL ON DECK, 4 1/2" SIP PANEL SHOE DOUBLE PT SILL FOUNDATION DETAILS SCALE: 1 - 1/2" = 1' - 0" POST ON DECK 3/4" SPACER FOR T&G 1/4" STEEL PLATE: (2) COATS ZINC RICH PRIMER 1/4" STEEL PLATE FOR POST HOLD DOWN, W/(2) 5/8" BY 4" GAI,VANIZED LAGS 11 7/8" TJI DECK w/3/4" SUBFLOOR (2) - 1 3/4" X 11 7/8" LVL JOIST @ EVERY 8X10 POST SPACED 4 1/2" APART, FILLED WITH 2 BY SOLID BLOCKING ~ · -- 4" CONCRETE SHELF n~- --SHEL} ~>~¢ LVL'S · . o'-6" PT SILL ~- >~ ~ ~ 2 BY'S P. ' (2) 216 - ~' I LVL'S ~ . ~ 5/8" THREADED ROD x 30" LONG + 3" HOOK BY ~THERS, ' ~ '. TO BE INSTALLED PRIOR TO VTF A~A[ ~ tVERY :?' '" POST LOCATION. (~DeSt fflno Associates . a . ~ ~ /~ Structural Engineers , ~~*~ 50~ S~eet : "~ ~ 10" CONCRETE FO~DATION ~? [;'o2;~h~;}?'~ ~ SHELF LVL'S PT SILL X = 2 BY'S (2) 2x6 X LVL'S Z N %%% / / I KEY MAP SCALE 1"=600' SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOI. ITHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-06-28.5 SCALE 1"=$0' DECEMBER 7, 2007 MARCH 12, 2006 SHOW IRRIGA~ON MANIFOLD & WATER LINE JULY 7. 2008 FINAL SURVEY N,Y,S. Lic,. No, 50467 Nathan Taft Corw~n III Land Surveyor PHONE (651)727-2090 Fox (631)727-1727 22-05B1 %. LOT KEY MAP SCALE 1"=600' SURVEY FOR FOUNDATION LOCATION SITUATED A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-06-28.5 SCALE 1 "=$0' DECEMBER 7, 2007 THE EXISIENCE OF RIGHT OF WAYS ANB/OR EAEEMENTS OF RECORD, IF ANY, NGT SHOWN ARE NOT GUARANTEES. Lic. No. 50467 Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 27-00 SURGE SITE PLAN FOR AND SUSAN ROZENBAUM SITUA TED A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-$1-06-28.1 SCALE 1 "=20' JULY 24, 2001 OCTOBER 11, 2001 REVISED SKETCH pLAN MARCH 29, 2002 ADDED 80ARB OF HEN-TH DATA JULY lB, 2002 REVISED FOR FILING AUGUST 2, 2002 REVISED AS PER COUN~¢ OF SUFFOLK LET-rER EXISTING LOT AREAS: S.C. TAX LOT No. 1000-51-06-28.1 = 652,485 sq. OWNER & APPLICAN~ SURGE AND SUSAN ROZENBAUM MAIN ROAD EAST MARION, NEW YORK, 11959 ft. 14.979 ac. LOT 1 TOTAL LOT AREA = 652,485 sq. ft. 14.979 ac. PURCHASE OF DEVELOPMENT RIGHTS AREA = 561.889 sq. ft. (TOTAL LOT AREA LESS BUILDING LOT & RIGHT OF WAY AREA) 12.899 OC. 2,456,048.24. < ' TEST HOLE DATA (TEST HOLE DUG BY ~ ON 11-29-05 PROJECT KEY MAP SCALE 1'=600' TYP]CA£ SE A o oSPOSAL SYSTEM FARM STAND TOP BURIED ~ ( ) ---- TRAFFIC BEARING 4-* DEEP max. FINISHED GRADE T ,REINFORCED El, ~E COVER 2~"dlo. LOCKING, WATERTIGHT · INSECT PROOF FINISH GRADE BEARING I DEEP mm. 2 DEEP max. CAST IRON COVER TO GRADE : OR SLAB INVERT ,~ INVERT SEPTIC TANK (1~ 1, MINIMUM SEPTIC TANK CAPACITIES FOR A FARM STAND IS 1500 GALLONS, 6' NMU EN TON I TANK; 8' DIA., 6' DEEP WITH TRAFFIC BEARING DOME OR COVER INT 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE S~ENGTH OF 3,000 psi AT 28 DAYS· : OF SAND AND GRAVEL 3. WALL THICKNESS SHALL BE A MINIMUM OF ~-', A TOP THICKNESS OF 8= AND A BOTfOM THICKNESS OF 500 s . ft, SIDE wAL~ AREA LEACHING POOL SITE PLAN DRAINAGE CALCULATIONS: ROOF AREA OF FARM STAND BUILDING: 55'x28'=980 SF. V=AxRxC A=980 SF R=2" RAINFALL=.17 FT. C=COEFF.= 1.0 V=gBOx.166667x1= 163.55 C.F. 165.55/50.0 VF./FT=3.27 V.F. USE (1)8' DIA, POOL 4' DEEP= 4V,F, PARKING DRAINAGE CALCULATIONS: RIGHT OF WAY & SOUTHERN PARKING AREA V=AxRxC A=8201SF R=2" RAINFALL=.17 FT. C=COEFF.=O,5 V=8201 x .166667 x 0,5 = 685.42 C.F. 683.42/68.38 VF./FT=g.99 V.F. USE (1310' DIA. POOL 10' DEEP = 10 V.F. 685.42/42.2 VF./FT. = 16.19 V.F. USE (238' DIA. POOL 9' DEEP = 18 V.F. OR ALLOWABLE SANITARY FLOW (DENSI'P(~: GROUNDWATER MANAGEMENT ZONE IV ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD. / ACRE x 14-.979 ACRES = 8987.4- SEWAGE DISPOSAL DESIGN CALCULATIONS: FARM STAND BUILDING MARKET-812 SF.x .05GPD./SF. GROSS SEWAGE DISPOSAL SYSTEM DESIGN: FARM STAND BUILDING: 40.6 GPD = 600 GPD. GPD. FLOOR AREA -- SEP lC T E _U_I.R_ED; 40.6 CPD. x 2 DAYS = 81.2 OPD PROVIDE (1) 8' DIA. x 6' EFF. DEPTH = 1500 GAL/DAY LEACHING POOL REQUIRED: 4-0.6 / 1.5 : 27.07 SF PROVIDE (1) 8' DiA. x 12' EFF. DEPTH : 500 SF, PER ACIRE MARKET 4-0.6 GPD 1. MINIMUM LEACHING SYSTEM FOR A FARM STAND IS 500 eq ft SIDEWALL AREA. 1 POOL; 12' DEEP, B' dia. 2. LEACHING POOLS ARE TO DE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES, SOED DOMES AND/OR SLABS. S. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). (TRAFFIC BEARING) ¢. A 1D' min, DISTANCE BE~EEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5. A 1D' min. DISTANCE RE'P/fERN ALL LEACHING POOLS SHAI.L BE MAINTAINED. 6. A 10' mln. DISTANCE BEI~EEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE ~NTAINED. 7. ROOM IS TO BE PROVIDED FOR AN B'x12' EXPANSION POOL 1. ELEVATIONS SHOWN AR/ SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS. EXISTING EL~*VATIONS ARE SHOWN THUS: ~ EXISTING CONTOUR UNES ARE SHOWN THUS;-----~ .... 2. THIS SURVEY IS IN THE 1927 NEW YORK STATE PLANE COORDINATE SYSTEM. SOURCE: SUFFOLK COUNTY MONUMENT No. 10-1240. ON NORTH SIDE OF MAiN RD. SO'~: W~i'~ OF ROCKY POINT RD. SUFFOLK COUNTY MONUMENT No. 10-1239, ON EAST SIDE OF ROCKY POINT RD., 1~. MILE NORTH OF MAIN RD. $, PURCHASE OF DEVELOPMENT RIGHTS AREA SHOWN 4. DIRT FARM ROADS IF ANY ARE NOT SHOWN. EARMSTAND BASEMENT 812 SF. FIRST FLOOR 812 SF. DECK / COVERED PORCH 182 SF. TOTAL STRUCTURE 994 SF, LOT SIZE: 561.889.00 sq.ft. = 14-.979 ac. LOT COVERAGE: 980.00 sq.ft or .174-% PARKING SPACES: 8 spaces HANDICAP PARKING: 1 space TOTAL PARKING SPACES REQUIRED 9 spaces DRIVEWAY & PARKING LOT COVERAGE: 8,201.00 sq.ft, or 1.4-6% LANBSCAPE AREA: 552,723.00 sq.ft, or 98.,37% PARKING SPACES REQUIRED BASEMENT WAREHOUSE AREA: FARM STAND AREA: TOTAL NUMBER OF PARKING SPACES REQUIRED: NUMBER OF PARKING SPACES PROVIDED: REQUIRES 1 PARKING SPACE (1per 1000 sq.fL) REQUIRES 4 PARKING SPACES (min. of 4- spaces) TOTAL OF 5 PARKING SPACES REQUIREB TOTAL OF g SPACES PROVIDED AS BY THE TOWN REQUIRED SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY JOSEPH A. INGEGANO LICENSED LAND SURVEYOR (LS 9668) 865-2004 CMA 1" = 20' 11-29-04 08-04-05 01-17-07 ~8-30-05 01-18-07 0~-01-07 12-04-05 0~-25-07 05-22-06 SITE PLAN SHEET NUMBER: SETOFF MICHAEL APPROVED BY PLANt, lING BOARD TOWN OF SOUTHOLO AND LOT LINE PREPARED FOR NIAMONITAKIS AND EMANUEL SITUA TED A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, .NEW YORK S.C. TAX No. 1000-$1-06-28.1 1000-31-06 29 SCALE 1 ":100' JULY 24, 2001 MODIFICATION M\P NI '~MDNITAI<IS _NOTE 11 lY~#FILE. No. 1521 9 #ABS, No. FILED JUL 192004 A' FILED JUL 1 9 ZOO4 YPICAL PLOT PLAN Joseph A. Ingegno Land Surveyor TYPICAL SEI'~:4 GE 1)13 POSAi ) ~ T~ At SITE PLAN FOR SURGE AND SUSAN ROZENBAUM SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.c. TAX No. 1000-31-06-28.1 SCALE I "=20' JULY 24, 2001 OCTOBER 11, 2001 REVISED SKETCH PLAN MARCH 29. 2002 ADOED BOARD OF HEN-TH DATA JULY 18, 2002 REVISED FOR FLUNG AUGUST 2, 2002 REVISED AS PER COUNTY OF SUFFOLK LETTER EX/STING LOT AREAS: S.C. TAX LOT No. 1000-31-06-28.1 OWNER ~ APPLICANT: SURGE AND SUSAN ROZENBAUM = 652,485 =q. ft. 14.979 ac. PURCHASE (TOTAL LOT AREA LESS LOT 1 TOTAL LOT AREA = 652,485 sq. fi. 14.979 oc. OF DEVELOPMENT RIGHTS AREA = 561.889 sq. ft. BUILDING LOT & RIGHT OF WAY AREA) 12.899 oc, NEW YORK, 11959 TEST HOLE DATA PROJECT JUL 1 8 ~ TYPICAL, SEF'ACE DISPOSA£ SYSTEM FARM STAND TOP BURIED (HOT TO SCAL~) ----- TRAFFIC BEaSING ~!" DEEP max'-/ /-I 'HED 61~)E ' PROVIDE ~ 20'm;n. . MIN. ~' dia. +~ ' /'~ 3. WN.L THICKNESS SHN~ BE A MINIMUM OF 4',A TOP THICKNESS OF 8' AND A BOSOM THICKNESS OF 6'. T POIN. OF BEGI~N~NG~ '< ~' ~ E 2,456,048.24-< .~; C=COEFF = 1 0 ' ' 3. ~ ~s s~ ~ ~ PRE~ RB~EDRC~ C~CR~ (OR E~U~). ~C B~IN~) V=980x.166667xl=165.53 C.F. 5. A 10, rain. DIe. CE B~ ~ ~HING ~ S~ SE ~NN~. 0 ~ PARKING DRAINAGE CALCU~TIONS: ~ ~ ! ~ ~ RIGHT OF WAY & SOUTHERN PARKING AREA 1. EI.[VATIONS SHOWN ARE SCALED FROM TOR?~RAPHICAL MAP OF FIVE EASTERN TOWNq A=8201 SF 2. THIS SURV~ I~ IN ~E lg27 N~ YORK ~ATE P~NE COORDINATE SYSTEM. USE (1~10' DIA. POOL 10' DEEP = 10 V,F, OR ~-- TOTAL STRUCT. RE 994 SF. / TOWN OF SOUTHOLD oB-o4-os 91-1 ALLOWABLE SANITARY FLOW (DENS,=,: LOTLoT SIZE:coVERAGE:. 561.889.00980.00 sq.ft.sq.ft. =or 14.979,.174~~' - - - GROUNDWATER MANAGEMENT ZONE iv PARKING SPACES. B sp~ces ~~ ~-04-05 03-2 ALLOWABLE FOR SITE wITH PUBLIC wATER = 600 GPD. PER AcRE HANDICAP PARKING: 1 sDoq~ TOTAL PARKING SPACES REQUIRED 9 Spaces 600 GPD. / ACRE x 14.979 ACRES = 8987.4 GPD. - DRIVEWAY & PARKING LOT COVERAGE: 8,201.00 sq.ft, or 1.46~ ~ UARKD SITE PLAN MARK~-812 SF.x .05GPD./SF. GROSS FLOOR AR~ = 40.6 GPD PARKING SPAGES REOUIRED BASEMENT WAREHOUSE AR~: REQUIRES 1 PARKING SPACE (1per 1000 sq.ft,) SEWAGE DISPOSAL SYSTEM DESIGN: FARM STAND AR~: REOUIRES 4 PARKING SPACES (min. of 4 SDOCe~) TOTAL NUMBER OF PARKING TOTAL OF 5 PARKING SPACES REQUIRED ~ ~0.6 GPD ~PAC[5 REQUIRED: SEPTIC TANK REQUIRED: NUMBER OF PARKING 40.6 GPD. x 2 DAYS = 81.2 GPD SPACES PROVIDED: TOTAL OF 9 SPACES PROVIDED ~ REQUIRED PROVIDE (1) 8' DIA. x 6'.EFF. DEPTH = 1500 GAL/DAY BY THE TOWN L~CHING POOL REQUIRED. ~OVD[ (1) 8' ~1~. x ~2' IFF. ~[~1. ~ 3O0 S~. SU~V[Y ~E~A~[B ~Y dOSE~H A. LICENSED SURVEYOR (LS 49668) codes am curmn0y being reviewed for possible changes. J Before constructing shutters, therefore, it is important to ............. ,'., ! )~'~'~.~ check with your local building department for an update on Ap~(/)vrcu A:3 NM/GU TABLE 1 Maximum Span without Stiffeners FEE?__~ff~--~_ e Weight Shuffer 120 mph Design ~ c~UNBATON - WO REQUIRED I~ / I at 15-~ Height 2. ROUGR - FRAMING & PLUM~ING J 3~m ~,5 , ~ o5 3, ~NSULATION ~ 40~ 2 . 05 4, FINAL- CON~TF LICTiON MUST I ~4 24 BE COMPLETF ~OR CO I ' REQUIREMENTS 0 THECODESOFNEW I YORK STATE NO' RESPOHS~eLE FOR B TABLE 2 Estimated Deflection at 120 mph Design Wind DESIGN OR ~ONS [RUCTION ERRORS. b at 15-ff He ght for Shu~ers with 2 x ~ at 16 inches o c ~ APA Panel Approx Shunt Spanlin ' ' COMPLY WiTH ,~LL CODES OF I~ Rating (Ih. Rt.2) ~ 36 ~ 60 72 ~ 9~ AS REQUIRED AN.)C. ~,/,u~ u~ 4~ 29 01 01 0.2 02 04 07 11 ~ ~ 50~,~ ~oc 4e - - 04 04 o3 0.5 o.9 ~uvSDEC / a~ach,nen, on either woud- con,mnuou, / n HML NWFUL / NOTE w~2%~ ~ - ., u'"'~"~[ RSUANTTO! HAPTER236 ~ ~ Association (formerly the ¢ ~ ~) ~- -- ~ :~j m m masonry buddmDgs. The ~,mm~ _ L i II qD:ATIAU m :~ CODES FNEWYORK ~ FEDERAL EMERGENCY MANAGEMENT AGENCY L. W~ s~a] p~c]s ~th ~.,~in~ thic~ess 0~7/J6 inch (I 1.1 mm) ~d maxhn~ ~el~ sp~ ors ~t (2438 mm) ~cll ~ pe~J~ for o~nin~ prm~ion in on~ ~d ~sto~ ~ build~gs. P~ds shall ~ pm,~t to ~v~ ~e ~1~ ~ ~ a~chm~t hardw~ C ~ NOT PROCEED Wl~~ proviZ. ARachmca~ ~all ~ d~i~ to resJst ~c core.honks mid cladding l~ds F ~AMING UNTIL SU~ d~e~ined in ac~r~ ~th ~e pro,siGns alsatian 1609.6.5. A~chmcat ~ a~r~ OF ~O~DATION LOCAT~II~g deem in S fion 1608.3.3, m T~L~ ,~9.,.4W~DBO~,RISPROTECTIONFLOOD ;.-m ' LO ToWN CC DE FASTENER SPACING 0nch.) ' 2 f~ sp~ sp~ span UNDER~EER( CERTIFIOA~ ~ a. This table ,s ~ on s ~ w~d sC (3-,~nd g~t) of 130 mph ~d m~ refheiet of:'3 let or ]as. I b, Fasteners ~] b installed at ~posing en~ of the w~ structural I 83~ 200 4 panel.,m c. Where screws ~e aHa~ to ma~ ~ or ma~n~/stu~o. ~ey shall I CMA ~ aaached utili~ng vibrati~r~is(~t ~chors ha~g a m~im~ I I~ 11-22-04 107-21 -05 ~ I 08-30-05 I09-13-05 NOTE: 1 09-50-05 03 05 07 BUILDING CODE OF NEW YORK ~ ........ STATE AND THE AMERICAN GENERAL CODES AND STANDARDS FOE ALLI ~NU/E~ WiND AND SEISMIC LOADS. .... n of Iocol governing agencies, I such os Suffolk County Dept. of Health So.ices, Town Building I %% Depa~ments, DEC, FEMA, eke, Verify ali conditions, codes, [ end requirements with such ~gencles prior to construction. ~ I CLIMA~C AND GEOGRAPHIC DESIGN CRITERIA OE~IEJL*,L: GROUND WiND SEISMIC SUBJECT TO DAMAGE FROM i WiNTER ICE SHIELD SNOW DESIGN FROST LINE ' DESIGN UNDERLAY- FLOOD WiND EXPOSURE 1, .~lco~s~u~tionwo~z~haOcemplywi~tbeB'dldm~COdeofNcwY°rkStam,a~LASCDST~(SDI/ASCET-98) LOAD SPEED (mph) CATEGORY WEATHERING DEP~ TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B ....... POUND LOAD APPLIED O~ER A 20-SQUARE-INCH AREA. I GENERAE NOTES: ~TnC ('HOUSE)Ia) 812 a,q. ft. BASEMENT SLABS AND INTERIOR SLAB ON ~.T'I] C (HOUSEXb) NA AIl framing hardware shown on these plans, ~"' '-' '----'~,7~/T/~"~ ~~' -~ -- -'~/~//~ unless otherwise indicated, is Simpson Strong-Tie. No substitutions Gre approved or authorized. Ia) (b) (c) Due to the relotionships of frQming hordwore to OVER OBSTRUCTIONS the other components of the structure, guy froming hordwore substitutions will render these plans null and void, and will result in the installer/contractor FIG, 6 assuming responsibility for the design and SIBE REACH performance of the entire system. COMMERCIAL CONSTRUCTION ./ DETAILS ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD (SEI/ASCE 7-98) ACCESSIBILITY CONSTRUCTION ./ DETAILS ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION TO CONFORM TO Al17.1 - 1998. HEIGHT FIRE AREA THE VER3]CAL DISTANCE FROM GRADE PLANE TO · STORY THE AVERAGE HEIGHT & OF THE HIGHEST ROOF AND SURFACE -- 17'-~" gooo SQ/FT PER FLOOR AS PER SEC~ON 502 OF AB PER TABLE S03 THE BBtLDING CODE OF NEW YORK STATE, UNIFORM LOAD CONCENTRATED USE (LBS) (LBS) LOBBIES AND FIRST FLOOR CORRIDORS 100 2,0GO OFFICES 50 2,000 CORRIDORS ABOVE FIRST FLOOR 80 2,000 ATRCB WI~'IOUT STORAGE (b,e) 10 10 ATtiCS WiTH STORAGE (b,e) 20 10 STAIRS 100 NOTE %" GUARDRAIL AND HANDRAILS Id) 200 (c) 10 ROOF SEE SECTION 1607.11 TABLE 1 Maximum Span without Stiffeners APA Approximate Panel Approximate Maximum Deflec~on (in.) at Span Weight Shutter 120 mph Design Rating (mb.Iff.2) Span Wind Speed at 15.ft. Height ALL FRAMING MATERIAL DOUGLAS FIR - LARCH ~2 AND BETTER ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE ~2 AND BETTER AREAS OF 5TRUC~JRE AREA TO BE REMOVED NA ~RAWL SPACE NA 3ASEMENT NA qRST FLOOR 612 Slq. ft. )OOR POCKETS 13.5 sq. ft. 3ECOND FLOOR NA _OFT NA ~TI]C (*BOUSE)(a) 812 a,q. ft. ~.T'I] C (HOUSEXb) NA ~ARAOE NA k~nc (GARAGE)((3) NA ~TTIC (BARADEXb) UA SCREENED PORCHES NA ~UNROBM NA tX. DECKS NA ~'OVERED PORCHES 168 sq. ft. ;OVERED ENTRANCE ~ NA 300L HOUSE/ CABANA NA ~,CCESSORY STRUCTURE NA MINIMUM SPECIFIED COMPRESSION STRENGTH (o) (lc) TYPE OR LOCAl]ON OF CONCRETE CONSTRUC'RON WEATHERIND POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDA3ONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VER~CAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 Id) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, ANS GARAGE FLOOR SLABS 3,500 Id) FASTENER SPACING (inches) FASTENER Panel 2 feet3 _4 fee{ < 6 fee~ '~-- TYPE span Paner Panel Panel E 2 feet span span span < 4 feet <6feet < 8 feet 211~#6 Wood 16 16 12 9 -m E SIMPSON STRONG-TIErs_.. ~.~CONNECTORS....~ ,~,. - SPECIFIED FOR CONSTRUCTION ~-~"'~'~ MTS20 LTS20 ~ OOU~-m-~CH/sO. P,.~ ~[ % ' specified nails in MAmRIAL DlMmSlmS FAS~HERS A~OWABLE mN*OH LOm~'~ (DF/SP) (133)DEF~C~ONHOmO~ ATBE~EC~mHIGHEST ~ , W b S~ ,~ JLT. 033? (160)' m~ MTS16 S ~ ~ -S~ "- *~ ~ HD2A /s~i'- LSTA21 ~ T KE-UP WASHER ~ , LSTA21 2 ~ ~ s.~.-~. Simpson Strong-Tie I~'~ LFTA LFTA ~TA '~--/ DETAIL TO BE USED IN ~ ',' ~ ~0~E ~ c~ nE Due to the relationships of framing hardware to _ . LTP4 ~ - ' - null and void, and will result in the installer/contractor -I"- 11-22-04 ~ LIP4 ~ ~ assuming responsibility for the design and DETAH "~" 11-22-04 107-21-05 ~ (SB/~SC[ 7-~) [ ~OI~S LTP4' ~/mT~g "B" ACCESSIBILITY / DETAILS ~T.* .o SU.S~TUT~O.S C 0 N STR U CTI 0 N Simpson StroRg-Tie Ali frQmi~g hordwore shown on (hese plans, ALL SPACES, AR~S, DETAILS, DIMENSIONS AND CONSTRUCTION / ~ ~ Floor-[o-Floor Connections unless otherwise indicated, is Simpson Strong-Tie. No substitutions ~re approved or euthorized. TO CONFORM TO A117.1 - 1998. Due ~o the rel~Uonships of freming h~rdw~re to null ond void, end will result in the installer/contractor ~uch ee Suffolk County Dept. of Health Se~ice8. Town Building essuming responsibility for the design ~nd DepG~ments, DEC, FEMA, etc. Verify ~11 condition~, codeg, EAST ELEVATION WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION Acceptonce of these drowinge does not outherize the right to build without the outhorizotion of Iocol governing ogencies, such os Suffolk County Dept. of Heolth Services, Town Building Deportments, DEC, FEMA, etc. Verify oll conditions, codes. ,end requirement, with such ogencie, prior to construction. 836-2004 CMA 1/4-" = 1'-0" DATE~ 11-22-04 11-22-04 09-08-07 07-21-05 08-30-05 09-13-05 09-30-05 03-05-07 ELEVATIONS PROVIDE Y~" ANCHOR BOLTS AT 2'-0" cc. (TYPICAL) 2XlO FLUSH 6x6 2X10 2X10 FLUSH IPROVIDE ~" ANCHOR BOLTS AT cc, (TYPICAL) t t~,~ PROVIDE Y2" ANCHOR (TYPICAL) THAN FOUNDATION "C" : EXIT SION THAN FOUNDATION T , ., T., f/ t - ,,CONC..FOOTING ~ ~ D%~ SiLL TO OF PORCH ~' ~ ~ ,DISP~Y FLO0, AR~ : 695.,1 SQ/. -[~ ~ .... m DSP~Y COUN ER -- 0" HB&G PERMACAS/ T~ERMA-TRU 6068 D'~ I TX~ERMA-T~U 6068 6~ TOTAL BUILDINO AR~ = 980 SQ/~ 52" RIDGE B~M MADE UP WITH RIDGE l~"x 16" LVL's AND ~" PL~OOD ~"x 9~" LVL T ~"× 9Y2" LVL /- (STRONOBACK) J /- (STRONOBACN) BOLT ,I~" DOLT 3Y2'Ixll~" GLUE-LAMa, BEAMS 4'-0" cc. RAFTER Filler ON SHED ROOF 5~4"x 52" RIDGE BEAM MADE UP WITH 16" LVL's AND ~" PLYWOOD 5/8" RAFrERScDx ROOF16"SHEATHING°C' RAFTERS BOLTS FELTCDX ROOF SHEATHING,5~."x 16' RAFTERS HEADER PACKED TIMBERLINE ARCHITECTUALRooF SHINGLES SOLID AND THRU BOLTED RAFTERS 16" cc. SUB-FAS61A lx6 PRIME FELT LVL's AND ,' PLYWOOD ARCHITECTUAL ROOF SHINGLES ICE · WATER SHEILD AS SOFFIT OPEN PER NYS CODE BELOW AZEK FASCIA VENTED FLYRAFTERS RIDGE BEAM DETAIL 6'-9~" ~' ' G'-g~" ' PERFECTIONS #1 SIDINO 6" EXPOSURE FELT ' ' ~"X ~"' C~X SH~THING '~ oc. STUDS SUB-FASCIA 8~200~ AZEK FASCIA VENTED SOFFIT (~EK B~DED) CMA WR,~ W,T, OWneR PRIOR TO --.~' ,~RF,CT,O.S ~ S,D,.~ ~" ~X~OSUR~ 1/~" = ~'--O" ..R~.CT~O.s ~ s,~.~ ~" .X.OSUR. CO.SmUCT~O. / C;X or ~ ~ S.~UC~ FARMSTAND .~o~ F~T ~ FELT __ VERI~ WITH OWNER PRIO. TO --~/2" CDX SH~THIN~ 11--22--04 OPEN TO ABOVE T c~x SH~THING CONSTRUCTION FLOOR --'2X6 - 16"0C. STUDS ACQ HBAG PERMACAST COLUMNS 1 1--22--04 ~ CUT iN HALF 07--21--05 TJI230-11~" ~ 2-1/2't-- ~" CDX or 2x6 T~G SPRUCE POCK~ FOR 08--30--05 ACQ ~" CONg. SHELF~ HORIZONTAL REBAR 24"oc. ~"x 11~" LVL GIRDER ANCHOR .OLTS FOUNDATION/ ANCHOR BOL~ VERTICAL REBAR 48"oc. ~" CONC, ANCHOR "OLTS FOOTING PLAN UNHEATED BASEMENT HORIZONTAL REBAR 2~"oc. HORIZONTAL ~A~ ~""~:. UNHEATED HORIZONTAL~E~R 2~"o~. CROSS SECTIONS BA8EMENT CO~CR~E WAL~ "'~' ~ ~ OONORETE SHELF DETAIL ~ ~0. 1" = 1'-0" Acceptance of these drawings does not authorize the right ~'-o", ~'-o", ~'-o'. co,c. ~. CROSS SECTION B ,uc, ,, s~,o,~ Count, CROSS SECTION A ~.~..~. ~[c. ~[~..~c. w.~ ~,, ~on.~o~. and r~qulrom~nt~ with aueh ~on~*~ prior to eonatruetlon. TOP OF BILCO WALL TO BE 1~" LOWER THAN FOUNDATION WALL L UNHEATED FARM STAND EXPOSED BEAM FOR STRUCTUAL STRt GABLE RAFTER TRUSS TO BE CONSTRUCTED FROM (5)2x10 RAFTERS WITH (2)2xlO's BOLTED TO RAFTERS AND PACKED TO SUPPORT BOTH ENDS OF THE RIDGE