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HomeMy WebLinkAbout31278-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31851 THIS CERTIFIES that the building NEW DWELLING Date: 09/25/06 Location of Property: PRIVATE RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 7 Block 3 Lot 3.20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 1, 2005 pursuant to which Building Permit No. 31278-Z dated JULY 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH WRAP AROUND PORCH AS APPLIED FOR. The certificate is issued to HILLARY BEARD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0161 07/12/06 EL13CTRICAL CERTIFICATE NO. 2069058 09/08/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 08/25/06 GLENN GELLO I Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SFP 1 1 Z 06 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 7'- A. This application must be filled in by typewriter OR ink and submitted to the building Vinspector with the following: 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 a 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 dwelli$25.0 , 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $11G5.00, Commercial $15.00 New'Construction ..... V// Date ........`.f I ©�0....................... Old Or Pr -existing Building.. / Location of Property... , RAO.... SlG ...... �_ �:. 1 House No.yAyn1 ( Street Hamlet Onwer or Owners of Property....':: 5;,,,.,t1�y... •(1-:rG�•.•.••.•••••.•.••.••••.• .•.,•• County Tax Map No 1000, Section......{��[....... Block......: ...... Lot .................... Subdivision...... .................. Filed Map ............ Lot .. �. i . Permit No.. 3 ! o , , ,Date Of Permit....? Y. J -NS. •Applicant... Health Dept. Approval......... .............Underwriters Approval.... /.................. Planning Board Approval .................. Request for: Temporary Certificate........... Final Certicate........... Fee Submitted: ��• , � 6 � � _ __ _. _ _._ __ APPLICANT � / C0 z7 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. 31278 Z Date JULY 14, 2005 Permission is hereby granted to: A BEARD (SCHAFER) 1122 MILAN ST NEW ORLEANS LA, 70115 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH WRAP AROUND PORCH AS APPLIED FOR at premises located at PRIVATE RD FISHERS ISLAND County Tax Map No. 473889 Section 007 Block 0003 Lot No. 003.020 pursuant to application dated JULY 1, 2005 and approved by the Building Inspector to expire on JANUARY 14, 2007. Fee $ 1,383.60 Authorized Signature ORIGINAL Rev. 5/8/02 09/22/2006 10:26 631-788-5600 Z S; CONTRACTING PAGE 01 cJ'� N rJr�rJrJ�i:.l� c1rJ'rJ'rJ'� r.P rJ'2rJ�rJ�rJ'2 rJ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FARE UNDERWRITERS BUREAU OF' ELECTRICITY 40 FULTON STREL T - N15W YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z & S CONTR. INC. STEVE & HILLARY SCHAFER PO BOX 202 2 CLAY POINT ROAD FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 Located at 2 CLAY POINT. ROAD FISHERS ISLAND, NY 06390 Application Number: 2069058 Certificate Number: 2069058 Section: block: Lot: Building Permit: BDC: ne11 Described as a Residential 1200-1799 square fr. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the prem.'ses at: Basement, First Floor, Second 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 8th Day of September, 2006. Name = EM Ralm Circuit 7M2 Amount Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide $0.00 Appliances and Accessories Dish Washer 1 0 1.2 KW $0.00 Oven 1 0 30 Amps 50.00 Furnace 1 0 Oil $0.00 Exhaust Fan 3 0 F.H.P. $0.00 Wiring and Devices Fixture 41 0 Incandescent $0.00 Fixture 5 0 Flourescent $0.00 Receptacle 59 0 General Purpose $0.00 Receptacle 8 0 GFCI $0.00 Switch 56 0 General Purpose $0.00 Receptacle 1 0 20 amp Laundry $0.00 Receptacle 1 0 30 amp Dryer $0.00 Paddle.Fan 4 0 $0.00 Service seal 1 Phase 3 W Service Rating 200 Amperes $65.00 Service Disconnect: 1 200 eb 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. 09/22/2006 16:26 631-788-5600 Z S CONTRACTING PAGE 02 �[P[.ftJ� rJ � _rJr�rJr1r� — _ r I?fit>��IJ� [P[J@J@PCPCPCPCP�[1'S[P[7 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 Z & S CONTR. INC. PO BOX 202 FISHERS ISLAND, NY 06390-0202, upon premises owned by STEVE & HILLARY SCHAFER 2 CLAY POINT ROAD FISHERS ISLAND, NY 06390 Located at 2 CLAY POINT. ROAD FISHERS ISLAND, NY 06390 Application Number: 2069058 Certificate Number: Section: Block: Lot: Building Permit: 2059058 BDC: ns77 Described as a Residential 1200-1799 square It. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, Fust Floor, Second 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 8th Day of September, 2006. Name 12iY B>tle B@3i08 Circuit yRe Amount Meters: l Invoice Total seal 2 a 2 This certificate may not be altered in any way and is validate. j only by th- presence of a raised seal at the location indicated. $145.00 TEL. 765-1802 S�FFaLk op Opy TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX' 728 Ln TOWN HALL O Q SOUTHOLD, N.Y.. 11971 C E R T I F I C A T I O N Date ZZ 5 0 Building,{ Permit' No. 3 1 2-7. . Owner (please pri(At)% Plumber 6j �H r) (v e //Q (please print) 6 I certify that the solder used in the water supply system contains less than 2/10 of 18.lead. (plumber's signature) Sworn to before me this day of uA, Notary blic Notary -Public, ' County ROXANNESPAULDING NOTARY PUBLIC, STATE OF NEW YORK No.DISP6113942 OUA111111) IN SUIT UI K COUNTY MY COMMISSIONtXPIRLS AUG '% 2U L* 09/08/2006 09:36 FAX 631 788 7798 F"TELEP�JNT FIELD INSPECTION REPORT DATE MdM2M FOUNDATION (lS'f) FOUNDATION(M) ROUGH FRAMING & < INSULATION PER N. Y STATE ENERGY CODE LTL FINAL AM1710NALCONDIENTS .... . ..... . . .......... ?lot ... ....... . . ..... .... _0 v 12002 Ncvf York State Department of Environmental Conservation Divirior. of Environmental Permits Buildin 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0371 Facsimile (631) 444-0360 Website: www.dec.state.ny.us October 4, 2004 Ms. Hillary Beard 40 Park Avenue (Apt. 15B) New York, NY 10016 RE: 1-4738-01395/00003 Dear Permittee: Erin M. Crotty Commissioner In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 62 1) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Ziyn*Ee�ter`son Environmental Analyst MEP/ls NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 14738-01395/00003 October 1, 2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental October 31, 2009 Conservation Law TYPE OF PERMIT ❑ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR 360: 40 Park Avenue, (Apt. 15B), New York, NY 10016 CONTACT PERSON FOR PERMITTED WORK Certification NAME AND ADDRESS OF PROJECT/FACILITY Solid Waste Management ❑ Article 15, Title 15: Water Supply TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR 373: ❑ Article 15, Title 15: Water Transport freshwater wetland and is therefore beyond the jurisdiction of Article 2,4Freshwater Wetland. All work must be done in accordance with the attached plan prepared by Richard Strouse on 8/30/04 and stamped NYSDEC approved on 10/1/04. Hazardous Waste Management ❑ Article 19: Air Pollution Control ❑ Article 15, Title 15: Long Island Wells Cl Article 34: Coastal Erosion ❑ Article 23, Title 27: Mined Land Management ❑ Article 15, Title 27: Wild, Scenic and Reclamation Recreational Rivers ❑ Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands O Articles 1, 3, 17, 19, 27, 37; ❑ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Hillary Beard Region 1 Headquarters ADDRESS OF PERMITTEE 40 Park Avenue, (Apt. 15B), New York, NY 10016 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Beard property, Fishers Island 1000-007-3-3.20 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Clearing, grading and ground disturbance associated with the construction of a single family dwelling. The proposed single family dwelling is located more than 100 feet from the regulated freshwater wetland and is therefore beyond the jurisdiction of Article 2,4Freshwater Wetland. All work must be done in accordance with the attached plan prepared by Richard Strouse on 8/30/04 and stamped NYSDEC approved on 10/1/04. 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 (see page 2 8r 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Roger Evans MEP Bld . #40, SUNY, Ston Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 5 October 4, 2004 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any work, disturbance, and storage of construction materials shall be confined to within the "Limit of Clearing and Ground Disturbance" as shown on the approved plan. 2. Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end on the downslope edge of any areas of filling, grading or excavation. The bales shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. The average useful life of a bale is approximately 3-4 months. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. 3. Straw bales shall be recessed two to four inches into the ground. 4. Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 5. All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 6. All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. Fuel or other chemical storage tanks shall be contained and located at all times in an area greater than 100 feet landward of the regulated wetland or water body. If the above requirement cannot be met by the permittee, then the storage areas must be designed to completely contain any and all potential leakage. Such a containment system must be approved by NYSDEC staff prior to equipment, machinery or tank storage within 100 feet of the regulated wetland or water body. 7. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two (2) days of final grading, or by the expiration of the permit, whichever is first. Mulch shall be maintained until a suitable vegetative cover is established. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed as soon as weather conditions favor germination and growth. 8. Suitable vegetative cover is defined as a minimum of 85% area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 9. Within ninety (90) calendar days of the effective date of this permit, Permittee shall incorporate the following language as a notice covenant and deed restriction to the deed of the subject parcel: "This covenant shall serve as notification that the property associated with regulated freshwater wetlands MY -2, are located on or near the properties of Hillary Beard and her heirs, assigns or successors as described in the Suffolk County Tax Map as District 1000, Section 7, Block 3, Lot 4, located on Private Road in Fishers Island, New York, and is therefore subject to current environmental conservation laws regarding the conduct of regulated activities on such property. Whereas, it is the responsibility of the owner of the property to obtain a current description of all regulated activities from the New York State Department of Environmental Conservation ("NYSDEC") or its successor organization for the purpose of determining what is considered a regulated activity. Performance of any regulated activity will require prior approval by the NYSDEC or its successor. Whereas, the 95 foot area landward of the wetland boundary as shown on the attached survey and described as area to remain natural and undisturbed, will be preserved and will remain undisturbed and in natural vegetation in perpetuity. The following activities in the preserved area are specifically prohibited: clearing or cutting of vegetation, application of chemicals, excavation, grading, filling, construction, erection of any structures, and use of the area for the storage of materials or debris. The foregoing covenants shall run with the land and are binding on this owner and his heirs and assigns, forever." DEC PERMIT NUMBER PAGE 2 OF 5 1-4738-01395/00003 SPECIAL CONDITIONS Within ninety (90) calendardays of the effective date of this Permit, the Permittee shall have said notice covenant and deed restriction recorded with the Clerk of Suffolk County. Within thirty (30) calendar days of the effective date of the filling with the county clerk, a copy of the notice covenant and deed restriction or other acceptable proof of record, along with the number assigned to the permit, shall be sent to: NYSDEC, Regional Manager BOH, SUNY Building 40, Stony Brook, NY 11790-2356. Any violation of these restrictions, covenants, and agreements shall cause the violator, in addition to any fines, penalties, and/or forfeitures prescribed by law, to pay for any and all reasonable legal fees and expenses incurred by any party in enforcing the covenants, restrictions, and agreements contained herein. Failure to comply with the filing of the above covenant and restrictions may result in permit revocation and/or the assessment of financial penalties against the applicant. DEC PERMIT NUMBER 1-4738-01395/00003 PAGE 3 OF 5 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLES), 24, 25, 34 AND 6NYCRR PART 608 ( FRESHWATER WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manneras the Departmentof Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was prepared by Richard Strouse 8/30/04. DEC PERMIT NUMBER 14738-01395/00003 PAGE 4 OF 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Departmentof Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agentwith respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg #40, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 5 OF 5 1-4738-01395/00003 NO fICE OF COMMENCEMENT OF CONSTRUCTION AM THIS FORM TO: COMPLIANCE OR FAX TO: 631-444-0272 Bureau of Habitat Iftle .. NYSDEC Building 40 - SUNY f q4 O�y3M 5%1x203 PERMIT NUMBER: �— ISSUED T0: LMD PROJECT LOCATIONIADDRESS: CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir: Pursuant to General Condition # 9 of the referenced permit, you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions. The permit sign, permit and approved plans will be available at the site for inspection in accordance with general Condition No. 1. (Both signatures required) PERMITEE DATE CONTRACTOR DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND 10R ANY ASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE ANDiOR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cutalong,ihis line x .. .....................°` . }`........................... }`........................... �`........................... ......................................................................... ......................... NOTICE OF COMPLETION OF CONSTRUCTION Am THIS FORM TO: COMPLIANCE OR FAX TO: 631-444-0272 Am Bureau of Habitat NYSDEC — Building 40 - SUNY Stony Brook, NY 11790-2356 PERMIT NUMBER: ISSUED TO: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir. Pursuant to General Condition # 9 of the referenced permit, you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE DATE CONTRACTOR DATE THIS NOTICE, WITH PHOTOCOMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYq OF COMPLETION OF THE PROJECT. I 95-20-1 (8187)-9A New York State Department of Environmental Conservation "ah NOTICE d The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number -1-4q38-Qi3q-50Mo3 JOHN W. PAVACIC Expiration Date 10131/9,007 NOTE: This notice is NOT a permit Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson August 23, 2004 Ms. Hillary Beard 40 Park Avenue, Apt. 15B New York, NY 10016 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: PRIVATE RD., FISHERS ISLAND SCTM#7-3-3.20 Dear Ms. Beard: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971.0959 Telephone (631) 765-1892 Fax (631) 765-1366 The Southold Town Board of Trustees reviewed the site plan prepared by Richard H. Strouse dated June 25, 2004 and determined the proposed single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, ho:vever, that no constriction, sedimentation. or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims TOWN 3•� OF SOUTHOLD APERTY RECORD CARD • OWNER STREET VILLAGE DIST. SUB. LOTIMP ( r'Y` tr.�LACR. z (6to J Lot FQRMLR ,OWI�JR 01-- I.C� Ct I�QGi �d bcown S r_avv,`p,,e ( N S E W CODE DATE OF CONSTRUCTION LAND IMP. TOTAL DATE REMARKS -- L 99 -=k Cxiwip6c(f k, Z/0_v 3- z z2 o3 -L 12-317 jJ - Qral7A ✓d �D Tillable: FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meodowlond Z�G _ _ DEPTH House Plot BULKHEAD Total ., /yo w 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy AA b. Intended use and occupancy re5t 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost i 2 C)Oi 040c)Fee W 150' a o (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories /rr �(rorr orr Dimensions of entire new construction: Front � i � Rear Depth 2- G' Height 3 -. r Number of Stories 2- 9. Size of lot: Front ( (o q - Sz Rear 20 (o 5-Y I Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r 221, SS 12. Does proposed construction violate any zoning law, ordinance or regulation: /Vo 13. Will lot be re -graded /V0 Will excess fill be removed from premises: ES NO 14. Names of Owner of premises M5, No. Name of Architect ' Xob¢ 5, Address Phone No Name of Contractor Z+5 fo, ,{. { r Address tz�x 2 o z Fx, rzy phone No((e3 e) i Of -2 F 7 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. -,' 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF6i / o /Lido being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ;S)He is the (Contractor, Agent, Corporate , etc.) >f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; .hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. 3wom to before me this a i day of call vti. 2065 l6btary Public MARY B PANKEWICZ �� SW of New York 50 CowieGionE#w gl3o/o6 ij Fug 08 06 M., Wild Edibles 2126874477 ` July 25, 2006 KFINO DE!516N GROUP rckitectu & Manning Rob Reno, A.I.A. 1130 5out%, k, -PA, Hopkinton, NH 03229 Attn: Pat Conklin Plans F...x uviner Soutfrik Suilding Department 4" 312-- 7fz�- z>, -s "XA�a -PAU-L--&06'�3�y� RE: SCHAFER HOME ON FISHER ISLAND BY BUILDER PAUL CONTILLO Dear Mr. Conklin; According t:> your request made to Steve Schafer I've reviewed the status of structural design and execution: v connection with the above captioned project. My research included the following: • review of Yankee Barn Homes drawings ana epecifrcations • Meeting with Russ Prudhomme, D.:siga ana Engineering Officer of Yankee Bam Homes • Review of construction photos shcv ing thu work in question • R-ocarch of manufacturer's literature and data on ties and connectors • 114.-. view of YBH inventory of non-standard items shipped to site • Review of Joe Miller's [YBH] 1/3/05 letter on structural design criteria • Review of PFS inspection reports performed at YBH plant • Review of YBH Quality Control Checklist • Discussions with the following personnel involved with project delivery- * Steve Manning, YBH Building Manager c Albert Smitb, YBH on site supervisor D Paul Contillo, building contracts - Based ora all of I& foregoing I find that thr-re is a preponderance of evidence that all of the structural clips, tie downs, straps and connectors as specified iy Yankee Barn Homes were installed in full accordance with YBH documents. Accord+' ugly I c:rtify that in my professional opinion based on the scope of ra;, n�, view the project as built will meet the specifications of Yankee Barn Homes for structi;czi onnectors, based on which buil&iq; permits were issued. I trust the above will satisfy your needs. If you require additional input please don't hesitate to contact me. Sincerely, Robert S. Reno, AIA Reno Design Group Liccnscd Ar;hitcct, NYS 4015032 Cc: Russ Prudhomme, IYU Steve Schafer E 1gpc .4rv`P�gERT JUL-13-2005 08:41 AM YANKEE BARN HOMES 603 863 4551 P.13 Yankee Barn Homes 131 Yankee Barn Road Grantham, NH 03753 (603)863-4545 Monday, January 03, 2005 Attn : Pat Conklin Plans Examiner Southold Building Department RE: Shafer Job on Fisher Island by Builder Paul Contillo The Yankee Barn Home planned for the Shafer Residence on Fishers Island has been designed according to the requirements set forth in the Residential Code of New York State (RCNYS). Wind loads and pressures were determined by using the methods set forth in Minimum Design Loads for Buildings and Other Structures (American Society of Civil Engineers Publication 7-98), and were applied to the structure in accordance with the Coastal Construction Manual (FEMA Publication 55). The building was designed to resist a 120 MPH 3 -second gust windspeed, based on an enclosed structure with a "C" exposure rating. The following in an excerpt, verbatim, from ASCE 7-98 which provides descriptions on the exposure ratings (D being the most severe): Exposure C Open terrain with scattered obstructions having heights generally less than 30,/3 (9.1 m). This category includes flat open country, grasslands, and shorelines in hurricane prone regions. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurricane prone regions) for a distance of at least I mi (1.61 km). Shorelines in .exposure D include inland waterways, the Great Lakes and coastal areas of California, Oregon, Washington and Alaska. This exposure shall apply only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1,500 fi (460 m) or 10 times the height of the building or structure, whichever is greater. This design includes specified nailing, straps, and other mechanical methods of attachment to insure proper anchorage of component and cladding to flaming members, and to ensure significant stiffness in the main wind force resisting system. The requirements of the design are listed on drawing S-1 of the plans. Area Calculator: Basement Wall Area Total: 116400 r 1l1 N 01f12A515:52:07 �■NNUU■Mimi „ v mmmmmmm� Em . SIM■ENEU■000=2m '. in �■■w IN �■��■��� am ®■�■�O mDi�■�■�■� ��■�■��� m ■�■�■�� EM pEma �■�■�� Basement Wall Area Total: 116400 r 1l1 N 01f12A515:52:07 Area Calculator: neaftType leepih x Neitht = GroesAree ' CaameraMesculplon d Fame, 24• o X. iw-(r 944' 123.50 112 d min house End Elevaf n Forme 24 0 .a d Fame. 24• o .G d Fanr. 24" o .a. od Faese. W 0.c. 28'41 8'-0 3'41' r- 8'-10' 18'.8• 18'-0• 741 4 4-0' 428A0 82 108.00 R2 8.38 112 22.50 112 30.75112 wd d men house Eevw wall d dome. T d d dormer on fe bB Side Ebvafm Ge1Nea dddomleranforbR.odFoseme.240ox. T of ofbu dww,"od Rene, 24• o.e. PVWbod r -9r r41• 0.38 R2 d of dotes an fa Metod Frena. 24• o.o. Td 3-0• 22 50 112 Gablewdddomeson11e od Freres, 24" o.a 13'41 IF -r 225.50 R2 uwwd b tie bA of fns dormer. od Frame. 24• o.a Fmme, 24" o.a 13-8• 13'$ 18'4Y 18'-0" 246.00 M2 225.50 f12 Gablewaldby domnar.od Estewel bfc d Bas donna. od Fame. 2t c.m Mr- W -W 123.50 f2 7 of main house ebb. Bedroom End E4xabonod Frame, 24• o.c. 8'-0.. 18.0' 108.00 82 Eavewald donne. od Fame. 2P o .c. 15 Wood Fame. 24" o .c. 28'4Y 4'$• 18'-8" 3'-0" 429.00 f12 1330 82 Gable wall d ruin hove. " d d dames on Iw bR. Room Side EbvsBora 18 Fame. 24' o .c. P4Y 3'-0" 27.OD 112 Gabb well d domes on ors bfl 17 Wood Fmme, 24" o .G W -W 3'-0• 13.50 R2 T d gable wall d dames on fx M. 1s WOW Frame, 24• o.0. W -W. 3'-0• 27.00 R2 Gable wall d dormer on Ove 19 ood Fmme, 24"o .c. 41'-0' 18B" 876.50 R2 Eave wag d main house. " 20 21 22 23 24 25 Z8 07112MS MUM ExWbr Wall Asa Tater 2670.01 111 D z A M M W D A z I 0 3 m N Area Calculator: Assembly Type I WIM 1XI LeepM 1=1 Gro" Mea I I Com rALCWscFkftn 32 1 Colvdlal Ce ' (no a=) 1v-vT-W I I 55.OD IfI2 ILamr ' rt of man house roof. 39 CeIng Area Totat 1462.52 07112AS 15:52:02 212 t9 Area Calculator: As>fenmblyType widen ht Length = Gross Area coramenbm)esaiplim 1 Cathedral Ging (ro attic) 1644 74r 56.00 R2 Upper leg par of main horse roof (Soto tl Floor Plan using Typical pan SeeBarc 2 Cathedral Cd no alio 5'-S 4'B• 24.75 fit 11.611sideoffdonveron upper Mt ' 3 Cathedral G ' ro attic 646" 4'a' 24.75 112 Iffigid aide of e droner an upper left 4 Catledral Cel blit s-6• 4' -OF 22.00 1`12DLA lessor d 7 dormer our to r 110111.5 CaMehaol Csil no attic 3'-" 5'-6' 20.63 f12 Val above 8' dourer an to LOW WL " 6 Calhedrol G ' ro alts 74r 94' 46.50 R Rad above to V dans on Ohs upper 1@1 ' 7 Catledral no oris) 16'4)• 19-6" 296.00 I'M Roof over upper midde o1 main house. 8 CatedrelCel (no 5.4" 4'$ 24.75 142 Left skis of V dormerm upper right. " 9 GMedral Cell no attic v4r 4'e" 24.75 M Right side of 8' dormer on Lipper 10 Cathadrel (no alit) 51-11" 4'-6" 2200 1`12 Valley places of B dormer on the upper right. " 11 Cathe"I Ce ale T -W V -V 20.63 fQ Valley pieces above V dormer on the upper W 12 Catedral Cei (ro attic) Tor V-0' 46.50 1`12 Roof above the V dormer on the upper rignt. ' 13cishe alC' (re attic) iV4r 3'-8' 56.00112 Upperrigid dmain house food. " 14 Calredal Cefl ro attic 18'-0' 3'-• 58.00 112 Lower int part of man horse rod " 15 Calhe"Coll no alit 8.0" W4r 48.00 R Roof above 6' dormer on loner left. ' 1B Cathedral no anis T-0' 4'S 1350 fp Valley ploose above V dourer on lower left. 17 Cathedral Cain (no Otte) T4" 4'W 1350 /Q Vallay planes of 8' dormer an bier loft 18 Cathedral Ce no altic 7-0• C -W 13.50 f12 left skis of V dormer on lower Iel. " 19 Cathedral G (no slit) T-0' 4'-8' 1350 f12 Right side of V dormer an buyer left ' 20 Cathedral Ceding (no attic) 16'4r 4'-6• 72.00 f12 Rod on loner part of main house between 6' dormer on the WR and to Buffvout Dormer. 21 Cathedral Gating no artw) 944 17-6" 75.00 R2 Rod above the Burnpout Domer. 22 Cathedral Cal ro alit B'6• 6'-3" 53.13 R2 Valley pieces, above Bumpouit Donner. 23 Cat wird CO no alts 8'6• "1 53.13 R2 Valley pieces of Bumpout Dormer. 24CaMertal Cel no attic 8'-6' 6-0' 68.00 112 Roof over left side d Bu out Donner. 25 Cat1e8a1 CON, no alit) 8'-8' 8'A' 68.00 112 Roof over ' side d Bu Domer. " 25 Ca Tal Ceiling (no attic) 151- for 72.00 R2 Red m lower part d babdormer on house veen 0 doon the right and the Domer. 27 Catedrei Cal' ro alk ► 8'-0" 94r 48.00 f12 Roof above 6' dormer m koraright, 28 Ca#vk*W no aft 7� W -Ir 13.50 R2 Valley above V dormer on lows right. ' 29 COON" ro alit) TO 4'6' 13.50 f12 Va d V dormer on Iowa right ' 30 Ctthedrel no offidl I 7-4" 4'$' 1350 f12 telt aided6 downer on lower fight. 31 Cat owal CoI no 7-0' 4'$ 13.50 1Y2 aide d ti dormer m owerfan ' Ceiling Area Tdat 146252 0711210515:52:02 112 4 C r W 1 N G Q N G) OD w D 3 D z A M M m 0 w CO M CH A to N Area Calculator: Doo, Area Tota- 365.18 m 8711710515:5702 111 03 Area Calculator: 07AM5 15:52:01 WirWow Mea Total: 182.43 111 ©_ 1 II( -���]■■�■���-_ 07AM5 15:52:01 WirWow Mea Total: 182.43 111 JUL-13-2005 03:36 RM YANKEE BARN HOME_: 603 863 4551 P.01 FAX Yankee Bane Hanes, Inc 131 Yankee barn Road Grantham, NH 03753 7/12!2005 Att: Pat Conklin Southold Building Department Re: Shafer Job, Fisher Island Builder: Paul Contillo Pat, Attached find corrected Res -check, and letter addressing wind fastener/affil and shutter design standards. We will also correct the notes on the plans: Anchor bolts @ 4' oc Shutter design per 1609.1.4 If your have any questions please call Russ Prudhomme Design and Engineering Officer 8W25W86 ext 113 HPIS JUL-14-200n 11:32 AM YANKEE BARN HOMES 603 063 4551 P.01 Fax To: PAT CON ie .0i F: (931. 7b5 _q Sot From: 71 M HVLL� V: 603-863-4545 X F: 603-863-4551 Date: /60 i7v6V OS Pages: G iotc�ji'45 COVer 0p.5C Regarding: N l SA -o7 ,Fhe� Commeats: 420 l.) ' JUL *Iamee Bam lmxns 131 Yankee Barn Road Grantham, NH 03753 4volk- JUL-14-2005 11:32 AM YANKEE BARN HOMES 603 063 4551 Permit Number RESdreck Compliance Certificate Checked By/Dato New York State Energy Conservation Construction Code REScheck Solwae Version 3.6 Release Is Data ilarame: X:\Jobyoidas\33jobg\Smd—MK—BA\Beod Rewbw-k.tck PROJECT TITLE: Hillary & Steve Schdcr COUNTY: Sulblk STATE: Now York HDD: 5750 CONSTRUCTION TYPE:- Detached i or 2 Family HEATING TIM: Non -Electric WINDOW / WALL RATIO: 0.17 DATE: 07/14/05 DATE OF PLANS: 6/15/05 PROJECT DESCRIPTION: 26'x41' Mark I w/ 6' Btunpout Dormer and wrap around Porch. DESIGNER/CONTRACTOR: Yankee Bam Homy 131 Yx*n Barn Road Gmttham, NH 03753 COMPLIANCE. Pana Maximum UA - 564 Your home UA = 410 27.3% Better Then Code (UA) Ceiling 1: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 24" o .o. Window 17 Wood Fmtte Double Pane with Low -E Door 1: Solid Door 2: Glass B®antat Wall 1: Solid Comate or Masonry Well height: 8.0' Depth below graft: 7.0' Insulation depth: 8.0' Boiler I.. Other (Except Ow -Fired Steam), 85 AFUE Gross Gl®ng Ares or Cavity Cont. or Door Perimeter B_Velve R, -Value ZEN= uA 1463 35.1 0.0 44 2901 25.3 0.0 119 162 0.330 53 37 0.400 IS 328 0.330 108 1164 12.0 0.0 71 P. 02 COMPLIANCE STATEMENT: The proposed buil4ing represented in this document is consistent with the building JUL-14-2005 11:33 AM YANKEE BARN HOMES 603 063 4551 P.03 pl&m, spe oc tions, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code roquiranents. When a Registered Deign Professional has stamped and signed this page, they aro attesting that to the best ofbisfher knowledge, betiet and pro6sional judgment, s i plans or specifications ate i comp, with this Code? BuildedDesisna Datc ` JUL-14-2005 11:33 AM YANKEE BARN HOMES 603 063 4551 RFScheck Inspection Checklist New York State Energy Conservation Construction Code RESc:hesk Sotwate Version 3.6 Release la DAT 13: 07/14/05 PROJECT TITLE: Hillary & Steve Schaller Bldb. I Dept. I Use I Ceilings: 1, Ceiling 1: Cathedral Ceiling (no attic), R-35.1 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 24" o .c., R-25.3 cavity insulation Comments: _ Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-12.0 cavity insulation Comments: Windows: 1. . Window 1: Wood FrsmeMouble Pane with Low -E, U -factor. 0.330 .For windows without labeled U -factors, describe katures: # Panes` Frame Type Thermal Break! [ ] Yes [ Comments: Doan: 1. Door 1: Solid, U -factor. 0.400 Comments: 2. Door 2: Glass, U -factor: 0.330 Comments: Hating and Cooling Equipese<t: 1. Boiler 1: Other (Eucpt Gas -Find Stam), 85 APUE or higher Make and Model Number ) No Air Lealtage joints, pentogrions, and all other such openings to the building envelope that ate sources of air leakage must be scaled nate air -ti t assembly Recessed lights must be 1) Type IC rated, or 2) installed inside an approp Bit the tincture mist be installed with a With a o.5" clearance Som combustible materials. lfmon-IC rated, 3" elegance from insulation. Vapor Retarder' ltequitcd on the warm -in -winter side of all non -vaned tamed ceilings, walls, sad Soots. P.04 JUL-14-2005 11:34 AM YANKEE BARN HOMES 603 063 4551 Matertols Identifleation: ] I Materials and equipment must be installed in accordance with the manuficturces installation instructions ] I Materiels and equipment must be identified so that compliance can be detamiacd• 1 1 Menu6lcturer manuals Sr all installed heating and cooling equipment and service water heating I equipment must be provided. ] I insulation R -values, glazing U -factors, and heating equipment eSceency must be clearly marked on I the building plans or specitications. I I Duct insulation: ] I Supply ducts in unconditioned attics or outside the building must be insulated to R -g. ] I Return ducts in unconditioned attics or outside the building must be insulated to Rei. ] I Supply duets in unconditioned spaces must be insulator! to R-8. ] I Return ducts in unconditioned spaces (except basements) must be insulated to R- ] I Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. I insulation is not requited on return duets in basements. I Dud Construction: [ ] I All joints, scams, and connections must be securely fastened with welds, gaskets, elastin (01105ives). I mastio-plus-ernbeside&fAbrig or tapes. Tapes and mastic must be rated UL 1g1A or UL 181B. I acmption: Continuously welded and locking -type longitudinal joints and seams on ducts I operating at las than 2 in. w.g. (500 Pa). [ ] I The HVAC system must provide a means 5r balancing air and water systems. l Tensperature Controls: [ ] I Emb dwelling unit has at: leant one thermostat capable of automatically adjusting the space I temperature set point ofthe largest zone. I Electric Systems: [ J I Separate electric metas aro required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight String uoR-combustiblc ireplaw doors. [ ] I Fireplaces must be provided with a source ofeombustion air, as required by the Fireplace construction I provisions ofthe Building Code of New York State, the Residential Code of New York State or I the New York City Building Code, as applicable. I Service Water Heating: ( 1 I Water heaters with vertical pipe risen must have a heat trap on both the inlet and outlet unless the water heats has an integral bat trap or is pan of a dmulating system. ( ] I insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water systems: ( ] I insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I e m s hater switch and require a ver unless over 20% All heated swimming pool& must hav I le soulsources• Pool pumps require a time clerk of the heating energy is tom nondepleteb Heating and Cooling Piping lasulstien: 4 ] l HVAC piping conveying Suids above 105 OF or chilled Suids below 55 OF must be Insulated to the levels in Table 2. P.05 JUL-14-2005 11:34 RM YANKEE BARN HOMES 603 863 4551 Table l: Minimum Insulation 27tlak ess for Circulating Hot Water P1pas. Insuligion Thickness in Inches bX Pipe Sim Heated Water Non -C l culnting Runoutc CiT•1•rin�ang and Runcuts TrmnetaruR l pl m l„ lin to 1251, 1.5„ to 2.0, OVPL.2" 170-ii30 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Tlriciavats for HVAC Pipre. Fluid Temp. rnaLai;on T iek mg in inct,m by Pins sines Pining system Ty" Rangy 2" Runnuts. 1" and Lehi 1 1151, to 2" 15" to 411 Heating Systems Low Pressure/Tempersture Low Temperature Stam Condensate (for feed water) Cooling Systens Chilled Water, Refigetant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0,5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Deportment Use Only) P.06 Applicant/ Datc. OwnersNati-►e:..i`_ _ Re'viewe'd: Architect/ Qate Submitled: —7" ' District: 000 Section: 131ock: Lo 1: do _ . lltojw , 'Subdivision ' Locution: $tinkle �. separate - Required certtfcation: (Yes I No) rip RN.i1cy./ Zoo(h iq Oislricl: 0" IUt slzc: Ax, --e Acwal: Ot t covcragc _ (!ri pored c Rcq. (I coal l`�rd, Proposed: / ) (Side Yard " \J Proposed:J (Rear Yard Protwscd ' Project Description:�� . A G)EI�C Sd,�EITS Fermi f. REQUIRED FOR RE VIE N.A. NO YES Number Sufi`olk County Health: Dept. N6'w York State . D. E- C. ti. - Town Tnsstees„� Town Zoaing Board approval: Town Plim&g Board approval: Flood.Plaw Elevation ??? Flood Zone: x J e 12 44,A V. �2 614T l . t/f F/ r T, \ BARLOW POND FISHERS ISLAND WATER WORKS I B" •OAK \\ EDGE OF SHORE�•�.... ,,•� Ppmr Hm ARK WETLANDS AS FLAGGED BY ROY JACOBSON N.Y.S. D.E.C. F a n-11 31_4 LOCATION 31_11 31-I6 2 0 0 0 r I4C n-1 • x I/ 113=400' 10-oH 0161 IMP REF£RENCFS I,) PRELIMINARY SITE PLAN PREPARED FOR PATRICIA BEARD; BLOCK 33 LOTS 4 & 5; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: AUGUST 3, 2000; SCALE: 1"=20'; SHEET 1 OF 1 Iy9jF5 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT, 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING L,NJER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO .ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 007, BLOCK 3, LOT 3.20 6.) TOTAL AREA = 1,14t ACRES. 7,) SITE IS LOCATED IN R-120 ZONE. 8.) APPLICANT: HILLARY BFARD 40 PARK AVENUE- APT 15D NEW YORK, NY 10016 212-713-3685 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. 10,) BASE FOR LEVELS: NGVD 1929. 1UALITY CONTROL CERTIFICATION I. _. - 'I'� GROUP REVIEWED DATE PROJECT MANAGER IA-l� .ems•ok 1-.r -SURVEY 471 q ldd E -'.1f S OZ ENVIRONMENTAL CIVIL STRUCTURAL 20 10 0 20 GRAPHIC SCALE IN FEET 32-1 K Z m � m = 3 32-1 C) L13 _ E d a E Z Z o O W 1 0 to Z > 7 a W y N d u a� Im I F mw c0 V4/W _J O (u °U 7 O U 0 ZB 0 U F n-11 31_4 LOCATION 31_11 31-I6 2 0 0 0 r I4C n-1 • x I/ 113=400' 10-oH 0161 IMP REF£RENCFS I,) PRELIMINARY SITE PLAN PREPARED FOR PATRICIA BEARD; BLOCK 33 LOTS 4 & 5; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: AUGUST 3, 2000; SCALE: 1"=20'; SHEET 1 OF 1 Iy9jF5 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT, 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING L,NJER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO .ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 007, BLOCK 3, LOT 3.20 6.) TOTAL AREA = 1,14t ACRES. 7,) SITE IS LOCATED IN R-120 ZONE. 8.) APPLICANT: HILLARY BFARD 40 PARK AVENUE- APT 15D NEW YORK, NY 10016 212-713-3685 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. 10,) BASE FOR LEVELS: NGVD 1929. 1UALITY CONTROL CERTIFICATION I. _. - 'I'� GROUP REVIEWED DATE PROJECT MANAGER IA-l� .ems•ok 1-.r -SURVEY 471 q ldd E -'.1f S OZ ENVIRONMENTAL CIVIL STRUCTURAL 20 10 0 20 GRAPHIC SCALE IN FEET N o K Z m � m = 3 m C) L13 _ E d a E Z Z o O W 1 0 to Z > 7 a W y N d u a� a I F mw c0 V4/W _J O (u °U 7 O U 0 ZB 0 U F @ 0 w O w Z C W �Ci w T j N 4 G a m U o m U U DATE: 09/15/2005 � N r M T�\ V n N o K Z Fa 3 0- C) L13 G E W m Z Z o O W 1 0 to Z > 7 a W y N d u U (n I F mw _J x N o Z Fa 3 a O u o = M _ w o MG N o u z o I F F— 7 UZ 0 ZB 0 U F ¢ o w qa � o w 4 G � U a a DATE: 09/15/2005 SCALE: 1 " = 20' � _ n Q z G Q O J 6 3 a o = M o MG O 2 I W O 7 UZ ZB 0 U F ¢ o w qa r o w 4 RE U U 4 DATE: 09/15/2005 SCALE: 1 " = 20' SHEET 1 OF 1 BARLOW POND FISHERS ISLAND WATER WORKS SAA,ED ` \\ \ \ I •� \ \ 'E OF SHORE .., ._� ... \ / \ \ WETLANDS AS FLAGGED BY it / \. Finn o \ �� \ ROY JACOBSON N Y.S D.E.C. \ \ BENCHMARK \ �\ \ IRON PIPE ELEVATION 24.79 \ jT moa- ° \ 0" OAK 226 \\ /O REMA NATUR�AL�� UNDISTURBED � � x 20.1 EnT \ � �—LOT4 AREA = 1.14-x' ACRES OAK 20 / OAK � BLOCK 33 LOT 5 ��ryoo VACANT LOT a t9.5 /LIMITS OF CLEARING SEE S1TE FLAN 0) MAPLE] - i BARLOW POND FISHERS ISLAND WATER WORKS 13" o �\ EDGE OF SHORE BENCHMARK ANDS AS FLAGGED BY JACOBSON N.Y.S. DEC. DUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE FRpJE6i NPNAGER Z/.� SIRMTORAL I I pZy 3,101.4\1 3, �1 32-6 3 µ33O} Je-1 I pZy 3,101.4\1 3, �1 32-6 3 µ33O} 0-0 Q�Q LV 0 [U Z 0 <a 6 2 J Z >I a >- Z n g Q U 4t101.4 <� M-1 ]R-5 y O E 07 v0 N J I m O Z m I O N U v W z o Z o Y J}] � I y m N-5 \ —1 \\ ]]-2 ]9-1 \ 57 -10 n-1 \\ Z^ ]FI Y 2 I I \ ]1-e LOCATION MAP SCALE 1"=400' YAP REFERENCES 1) PRELIMINARY SITE PLAN PREPARED FOR PATRICIA BEARD; BLOCK 33 LOTS 4 & 5, FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: AUGUST 3, 2000; SCALE: 1"=20'; SHEET 1 OF 1 um 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 007, BLOCK 3, LOT 3.20 6.) TOTAL AREA = 1.14f ACRES. 7.) SITE IS LOCATED IN R-120 ZONE. 8.) APPLICANT - HILLARY BEARD 40 PARK AVENUE- APT 15B NEW YORK, NY 10016 212-713-3685 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. 10.) BASE FOR LEVELS: NOVO 1929. 20 10 0 20 GRAPHIC SCALE IN FEET A- ]a -12A JMY t3 Q 0 3 µ33O} 0-0 Q�Q LV 0 [U Z 0 <a 6 J Z >I a >- Z n g Q U X 7 a OL y O E 07 v0 N J I m ' Z m I O N U v W z o Z o Y Z y LL t3 Q 3 ~ a 6 m � o Ml M 07 O N I m ' Z m I O N U v W z o Z o Y y a m o a v v m DATE: 09/15/2005 SCALE: 1 " = 20' SHEET 1 OF 1 Interior boor Schedule Door Flnl5i Opening 7escrlpbat A 2'-8" x 6'-8" Hlncli b4 Putlder IP 2'-6" x 6'-8" Hided b4 Puilder C I -6" x 6'-8" Ninged 64 Putlder b 6'-0" x 6'-8" P4 -Pass by 6utlder E 5'-0" x 6'-8" Py -Fold by 6utlder F 4'-0" x 6'-8" 64 -Fold b4 Putlder 0 II� �q Pocket 64 Putlder Kitchen Fnd WALL SHEATHING & NAILING SCHEDULE Wall OD Edge Nailing A 10d @ 6" on center B 10d @ 4" on center C 10d ® 3" on center (C1 Copyright 2005 by Yankee Born Homes, Inc All rights reserved These drawings, the materials contained in them, and the design they are Intended to convey arc the exclusive property of Yankee Barn Homes, Inc They have been delivered subject to a written license agreement that limits possession and use of these drawings far the personal ro of the Individuals named on these drawings, solely in connection with planning or completing the sale end construction of the depicted structure using materials said by Yankee Barn Homes. Inc Bacll agreement expressly prohibits the use of these drawings, rectangle and design by any budder, • chdect, contractor or other person for any other purpose. The Individuals named have expressly agreed to comply with those restrictions Any use, reproduction of, or disclosure of the design 1. test or only other information in whole or In part contained herein without the express written permission of Yankee Born Homes, Inc Is expressly prohibited Violators of this copyright will be subject to the full damages or remedies allowed by law, rncludug liquidated damages payable pursuant to the license agreement under which these drawings have been produced Palls and t P4 Putlder � ivinq room Side Stairs fay Pullder 65 II ------- - outtoru9/e" CnX IF- �8 40' -Cl Out to Out Frame p porch Flat Celllnq w� Y6H V Groo e -x`�I A 51L Instal ed by Budder rldMSnG,II P rfmMr; Ait etAAAFnun OD II I II II 1 x II Ig „—tet— �� — >n s — � — II1I� E I,ICf��(I�III� o �I R O 3 o X11111 0 II� �q v� 3' Z" Q II N 13'-8/p'r — - F- - - III - ----' - — Ir -101 - - - I PiNisq f oom YPH5Yr ry ill � ivinq room Side Stairs fay Pullder 65 II ------- - outtoru9/e" CnX IF- �8 40' -Cl Out to Out Frame p porch Flat Celllnq w� Y6H V Groo e -x`�I A 51L Instal ed by Budder rldMSnG,II P rfmMr; Ait etAAAFnun Faised Counter I W C9_771 rr D it cant„ — —4-,6141 Kitchen PN sry I R Wall pelyw+eer — ---- qz--- I Is 6yPud r S W �1 „—tet— �� — >n �—„ —�— — � — r' I,ICf��(I�III� �I O 3 �I v� 3' Z" 12'-7u II 13'-8/p'r — - F- - - e�5/9 ----' - — Ir -101 - - - PiNisq f oom YPH5Yr ry "- II N' Faised Counter I W C9_771 rr D it cant„ — —4-,6141 Kitchen PN sry I R Wall pelyw+eer — ---- qz--- I Is 6yPud r S W ivinq, Doom ® YI H 5YP y SII g_yl9„ — 4 6�4' a Wil --- Cose ---- --- Coset — Oo O Fo O/i 9'- Patl5 and Palatal 34 P Alder COX 11,15 Area racked on Pence To Hook-up Hdd-doer Then nail Per Nailing 5checlule u, LaundrUt{ / Mudroom I YPN 5YI' L l3'_3u -----%rgx.I Lliiy Fu Finial 61 rail \` RIse195/I6" 3 W t7 _ __ �/�, pun', - n r — 11lml 6 v O IVH 5talr5etu _-sL"luil _ rreal 6d0 =� Nrouzo3z 3 B I'o for N B openyp Nr �M0 _ _ 6 4 5811 5� A o� --+ p IIs and Balusters li _- _ _ — 3068 _ _ Falls al 04 Ilder _ - , ransom P4 Bulldc 13' I w/ (2) 12" 7701 5P Sldehgh s 17-711 Out to Out Frame I5' -54" Out to Out 5/ 8" C17X WH Porch Flat CO ling w/ Y13N V groove 51t—, nstalled by 6utlder _ P�rkby 13uilde� _ _ la_13/II hx( i 13' 01' I 1 I I � o 77X I]He Are k Peter � q o Ncok-Up Nold-daJ 'ren nail 'er Nailing Sc,edUs `� �� I >n ® II r' I,ICf��(I�III� �I O 3 �I ivinq, Doom ® YI H 5YP y SII g_yl9„ — 4 6�4' a Wil --- Cose ---- --- Coset — Oo O Fo O/i 9'- Patl5 and Palatal 34 P Alder COX 11,15 Area racked on Pence To Hook-up Hdd-doer Then nail Per Nailing 5checlule u, LaundrUt{ / Mudroom I YPN 5YI' L l3'_3u -----%rgx.I Lliiy Fu Finial 61 rail \` RIse195/I6" 3 W t7 _ __ �/�, pun', - n r — 11lml 6 v O IVH 5talr5etu _-sL"luil _ rreal 6d0 =� Nrouzo3z 3 B I'o for N B openyp Nr �M0 _ _ 6 4 5811 5� A o� --+ p IIs and Balusters li _- _ _ — 3068 _ _ Falls al 04 Ilder _ - , ransom P4 Bulldc 13' I w/ (2) 12" 7701 5P Sldehgh s 17-711 Out to Out Frame I5' -54" Out to Out 5/ 8" C17X WH Porch Flat CO ling w/ Y13N V groove 51t—, nstalled by 6utlder _ P�rkby 13uilde� _ _ la_13/II hx( i 13' 01' I 1 I I � o 77X I]He Are k Peter � q o Ncok-Up Nold-daJ 'ren nail 'er Nailing Sc,edUs `� l3' HFC? FCNY5"l? X2,1 t2 ALL CONSTRUCTION SHALL Mi THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. legend Shaded Areas P\epre5erlt Areas Open Above 8JFI4ATION OF NAILING & COTIONS RED. o Walls are 113H 2x6 Insulated Panels w/ Prywall Intsnor 0 Walls Are 13y Budder With Al Windows & Pool Pq Budder Unle55 Otherwise Noted On plans, Andersen Windows, Prenchwood boors & exterior boors In YPH Walls Are fay Y13H Unless Otherwise Noted r Most Windows Installed In Planck Fxcept 5pecial Order & Wool Fallinq On Panel Jolnts, C F "NCYCR All �Kterior boors Are 5ite Installed l.I' E IS UNLAWFULI VVITHOUTCFr''' IFIC Windi and floor Ni OF 0CC[!PA.Ndf",y �gre55' - Foil Window u45 Meeh, or Fxceed the FolIcA log Clear Openings Width of 20'' Hleght of 2� 1, and Area of 5,9 5f, Bedroom nit Terv,l - Tempered Window Glass, all Pool with Glass Ma5l1or. Include Tempered G1a55, Builder 15 to use Tempered 6Ia55 In all 5hower/ Tub/ cool 5ncloeure5, �y DMer All Glazed Opening Shall Have Pre-cut 5hude Con5i5tinq Of A 1/ 16" Mini, fhickne55 Cr With All Attachment Hardware Provided, Materials and Hardware bq [3uilder Fntrq Side Co. I DESCRIPTION & REA50N First door N Builder, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION Second door 15 13y VH, HAS BEEN APPROVED. FIr5t door Cellinq Is fay Builder, PLUMBING ALL PLUMBING, ac, g, -E �& WATER LINES i D Wood Flooring a5 Noted on Plans, all Other l`loorin'f 40I�ftar* COVERINf Main 6uildinq Ill I5 YDH Vented Panels ( see 50ftW SIR&ERTilll s ecificatlon5 for other roofs) ONL'EADCONTENTSER p CERTIFICATE OFOCCUP l SOLDER UI IN WA T1 exterior Siding &Trim 13y Y13N SUPPLY SYSTEM EXCEED2110OF1%LEI APPROVED AS NOTED 5ee 5pecification For Petals And Variatlons f6TA6PW*— 13.P.#a7 p n FEE: I -V'34 BY; l' urw �r-•WP=. E C o r �� CZ 3 f ]NOTIFY BUILDING DEPARTMENT I Hold down Stxa 3 f3ulder 765-1902 8 A TO 4 P FOR THI a p y FOLLOWING INSPECTIONS: Sim Son 5T[11914PLor qJ uivalent 1. FOUNDATION - TWO 1 ,ED p FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMl 51mp5on HPQ(5 Hold-down by Y13H 3. INSULATION 4. 44 w/ 51mp5on 55TI3281 Anchor Bolt Installed In 13ECOMPLETSE FOR C.O.ALL CONSTRUCMusr SHALL Poundatlon by Dulder, REQUIREMENTSTION OF THE COD SEET OF YSTATE. NOT RESPONSIBLE +ya4.W-Y11LY\S� YWS;yy�yyy J-[jj�]byjjl[�/TM Custom Licensed Design For: '�`�:°kyj"� Hillar & 5�eve 5chafe pT S. 4 VA esign Series: Detail Reference: ark ICon5truction Guide '. rmu`s6�2a�� Property of: YANKEE BARNHOMi INC., Grantham, N.H. DATE BY Description: scale drawn 617 1/411-11-011 6/15/05 F Ir5t door plan drawing # lillrillI III S:FBRM WAIT MK -0.1098-I fLOQD 7 nNf _,. PURSUANT TO SECTION 45 -IOC Col w H CHAPTER' 46" OF THE TOWN CODE. 'UNDERWRITERS CERTIFICATE FLOOD DAMAGE PREVENTION REQUIRED SOUTHOLD TOWN CODE. �� >n II O 3 v� II I l3' HFC? FCNY5"l? X2,1 t2 ALL CONSTRUCTION SHALL Mi THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. legend Shaded Areas P\epre5erlt Areas Open Above 8JFI4ATION OF NAILING & COTIONS RED. o Walls are 113H 2x6 Insulated Panels w/ Prywall Intsnor 0 Walls Are 13y Budder With Al Windows & Pool Pq Budder Unle55 Otherwise Noted On plans, Andersen Windows, Prenchwood boors & exterior boors In YPH Walls Are fay Y13H Unless Otherwise Noted r Most Windows Installed In Planck Fxcept 5pecial Order & Wool Fallinq On Panel Jolnts, C F "NCYCR All �Kterior boors Are 5ite Installed l.I' E IS UNLAWFULI VVITHOUTCFr''' IFIC Windi and floor Ni OF 0CC[!PA.Ndf",y �gre55' - Foil Window u45 Meeh, or Fxceed the FolIcA log Clear Openings Width of 20'' Hleght of 2� 1, and Area of 5,9 5f, Bedroom nit Terv,l - Tempered Window Glass, all Pool with Glass Ma5l1or. Include Tempered G1a55, Builder 15 to use Tempered 6Ia55 In all 5hower/ Tub/ cool 5ncloeure5, �y DMer All Glazed Opening Shall Have Pre-cut 5hude Con5i5tinq Of A 1/ 16" Mini, fhickne55 Cr With All Attachment Hardware Provided, Materials and Hardware bq [3uilder Fntrq Side Co. I DESCRIPTION & REA50N First door N Builder, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION Second door 15 13y VH, HAS BEEN APPROVED. FIr5t door Cellinq Is fay Builder, PLUMBING ALL PLUMBING, ac, g, -E �& WATER LINES i D Wood Flooring a5 Noted on Plans, all Other l`loorin'f 40I�ftar* COVERINf Main 6uildinq Ill I5 YDH Vented Panels ( see 50ftW SIR&ERTilll s ecificatlon5 for other roofs) ONL'EADCONTENTSER p CERTIFICATE OFOCCUP l SOLDER UI IN WA T1 exterior Siding &Trim 13y Y13N SUPPLY SYSTEM EXCEED2110OF1%LEI APPROVED AS NOTED 5ee 5pecification For Petals And Variatlons f6TA6PW*— 13.P.#a7 p n FEE: I -V'34 BY; l' urw �r-•WP=. E C o r �� CZ 3 f ]NOTIFY BUILDING DEPARTMENT I Hold down Stxa 3 f3ulder 765-1902 8 A TO 4 P FOR THI a p y FOLLOWING INSPECTIONS: Sim Son 5T[11914PLor qJ uivalent 1. FOUNDATION - TWO 1 ,ED p FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMl 51mp5on HPQ(5 Hold-down by Y13H 3. INSULATION 4. 44 w/ 51mp5on 55TI3281 Anchor Bolt Installed In 13ECOMPLETSE FOR C.O.ALL CONSTRUCMusr SHALL Poundatlon by Dulder, REQUIREMENTSTION OF THE COD SEET OF YSTATE. NOT RESPONSIBLE +ya4.W-Y11LY\S� YWS;yy�yyy J-[jj�]byjjl[�/TM Custom Licensed Design For: '�`�:°kyj"� Hillar & 5�eve 5chafe pT S. 4 VA esign Series: Detail Reference: ark ICon5truction Guide '. rmu`s6�2a�� Property of: YANKEE BARNHOMi INC., Grantham, N.H. DATE BY Description: scale drawn 617 1/411-11-011 6/15/05 F Ir5t door plan drawing # lillrillI III S:FBRM WAIT MK -0.1098-I fLOQD 7 nNf _,. PURSUANT TO SECTION 45 -IOC Col w H CHAPTER' 46" OF THE TOWN CODE. 'UNDERWRITERS CERTIFICATE FLOOD DAMAGE PREVENTION REQUIRED SOUTHOLD TOWN CODE. Interior boor Schedule Door Flnkked Openlrq Description A 2'-811x6'-8" HilbgDutlder 3 2'-611 x 6'-8" Hinged bH Dutlder C 1'-6"x6'-8" Hlncli bq Dutlder b 6'-0" x 6-811 DH-rass bH Dutlder � 5'-0" x 6 -8" Dq-Fold bH Dutlder � 4 -O" x 6 -8 ' DH -Fold bH 6ullder G 3'-011 X6,811 Pocket 6H Dutlder Kitchen end 0 O Copyright 2005 by Yankee Barn Hlomes, Inc All rights reserved These drawings, the materials contained in them, and the design they are Intended to convey are the exclusive property of Yankee Born Homes, Inc They have been delivered subject to a written license agreement that limits possession and use of these drawings for the personal of the individuals named o, these drawings, solely in mcnechon with plammrrg or completing the sale and construction of the depicted structure using materials sold by Yankee Barn Homes, Inc. Such Is expressly prohibits the use of these drawings, materials and design by any builder, nrchd"b contractor or other person for any other purpose The individuals named have expressly agreed to comply with those restrictions Any use, reproduction of, or disclosure of the design concept or any other Information in whole or in part contained herein without the express written permission of Yankee Born Homes, Inc Is expressly prohibited. Violators of this copyright will be subject to the full damages or medies allowed by law, including liquidated damages payable pursuant to the license agreement under which these drawings have been produced. Wall DH Dutlder w/ YI3H 5ldinq and frith (Al Dalcanles) l'_O"C fypJ az lk Balcony 11 By Budder \ � � III �i Bedroom ' 5uF 647 � ivinq Foom Side 41'-41, Out to Out t/5" CDX - I1 11 I I '-III-11I_�1rr1� � 1 I STI I II_llll_II _ IT -h I II - ee" -'I1 111 1f1- Balcony 1I I 1 1 1 � III I I By Builder 1 4 a,hcurok— - II 1 11 - Dy Piller I - I I IIT A GWY-2-Hub frnnaaln 1,1.1 wH416u TI to X11 II II �I I I to- L --_T -JJ B YOH SvPyr YDM M r3aF,hr{nnt m Psis er�q older bulkier to Install OH V-fir�we Celltrig h Gable Whll 6H Y5HVI — — �r C� III L L WnH28 2 11 r I—ILLL',J III 1 - _ K�h II t Lf- T_- l - `I- —I-, 1111 FF I_JIJuL111 1 I I- 1 -1-1--ALT11 I I - I_IJ_II_ IIJIJII-III __I n.I. I. n,c f 71-I0/.11 1111 I_I111 111 11—Il 111 I II '1-1 11 11 117111 I III I I �I1ITI111" III IF II II Ili II II 1 1 1 �1�1 Tl 1 II F11 I IF III r _I_I 1 1 I I77 1 Q - SII I IIII I I FI I I_1II 1 113alcon Ill B Builder 11 - - - —1 FII=end Vauzlars , II � - _ p Vq finds III IIII �- p, I�II�II� I� III_111� �I_'I TI�III �G I' II II fI FNM46u ° Armed— b — I''I II AO Master Bedroom P - 2, �I TH 5rn lidas ° o Balcony o Iv pl '"ISI By Builder �_� O k O ISI m >t PiJe ad Va'l - - — (6�l I G It ISI _ 6,12 \ no,- �.dA o Open elov L] 11 1 I I_ B l DHr6ul�der' p — �'J Cemp I I�I Du er to 51te In tall 1 LII LFII IIY1- V-(;raspos Callinq I 1 / !I f r Ae Wall by H J_ I IL I - III 1JL 1 1 1 1 11 1 1 111 11:' 1 11 11 11 11 I Ii1_ I l i i 'Wt'646 U_ 11 11 11 LI_ rl 11 L I �-� 11_ 1 ITT' LI II IJ 111 1 I- U111J-1 1111 1111 1111 - -� _IIL I Il IIJLJ II I II II 11 11 Il- 111-I - - JI III I 1.0 IT II J UI 1L -I I I IIII L11 �J -I� II I�ILilIII 51 �� �ntr� 5ide LL -I III I 4,- 1 1 6'-3/-," I 3'-I%11 CO DESCRIPTION & REASON Design and Material For Waterproof Deckinq Dq budder C All Dalconles) Masker Bedroom end 4 ERT S� it ape RFS. C IM 20 p5 Kickboard 3 -1 / 211 0 Dolts Throl Foch 205 and Post Horizontal Nall CPX I7aWniap to Pim o— Jol5t Per Nallhel Schedule Slope Porch Away From 1I611 @ 10" I - 1 20 Jol5t and Hal I 2x- Vernon bu Dauder Faze 811 Concrete V 5ectlon A -A Scale; 11/2" - I'-011 11 Dwlder 51mp5on .TP4 Plates 2x6 Wall Component I ( 4) 2x8 Flocking Under AI Structural osts, w/ ( 5) Fecl'd Under6a8 Posts Pluwood 5uVoor by Dwlder if. 5111 � —Ywrtabillrq is p 'd Pra et°�III L ivinq Poom Side 2x8 P T, Jol5t 5y5tem 2x6 P,Ti Ledger --- r by udder 2x6 P T, Svacer 'nWiadden Procedure, I \ c (lin V nil 17-11110" deep 5/ 8" hole gi bottom or post and 511 deep All hole Into concrete - Nal CFA plate to mttom of post - FIII holes In concrete and post half wag with anchorinq epi bell ( 51KA, Slmp5a1) - Insert all -thread into concrete, and 51mpw CP56 ,Mile on post / C1`5 base Aloe to fully CP54 If uric, Wx: Anchor bolt with minimum %" emebyclini into concrete may be used In place or Ne all -thread, 1011 of embedment Into the bottom of the post Is still required Porch Post Hol J Powns B� Builder Wall Thickness Chart Caace or Dlak Mlnlmun 51ye Wv wd Ilr, lrt IN.a'a,�a FJI DcPin Wzll'l,�,krcx cam a.i elak+^ ( 5) - 2x12 Built Up 4 p" 9 H 6' 4 10" 1, 9 5 ( 50 - 2x12 Built Up 4 8 9 5' to 10" child 4 e' for rmmr"d focal Cafes & 5011 (Ocndltlms fake Precedence Over III Notes WA rnicknesv, sc shard x9Rebar9,mFaced Wall,ouer?-0"� •. m a, ice pirsd Mln, lmenm Slab 2500 psi it Mln, Garage & Pxtericr 51a65\ , 3500 pel 6 Post 1/ 211 0 Al -Thread urA'lcrete fooimq a P er sdo PII fif Al rhu""IIP3b��-W1 Via, t 51"ri of OAV 6" 5W a P 50. —�'t3" ' oda, Z, ins re L,,r5,, Pem'Ra.n a Framers, Nd'r rY 5c -r— ran' 09091 I(1) fn c'th, lnfmvbm Provide Wzs ri e Nl Comore F�dis the Within mrre ef"'t.:dm -0i9l Ise A, 5-Oord, T loot Foundation Section (CJ Copyright 2005 by Yankee Barn Hames, Inc All rights reserved. These drawings, the materials contained In them, and the design they are intended to convey Oro (he exclusive property of Yankee Born Homes, Inc They have been delivered subject to written license agreement that limits possession and use of these drawings for the personal fi,i(of the individuate turned on these drawings, solely in connection with planning or completing he sale and construction of the depicted structure using materials sold by Youl<ee Born Homes, Inc -uch agreement expressly prohibits the use of these drawings, matenals and design by any bwlder, mchi(ec(, ccntmctor or ,(her person for any other purpose The individuals named have expressly agreed to comply with these restrictions, Any use, reproduction of, or disclosure of the design cep( or any other information in whole or In part contained herein without the express written permission of Yankee Born Homes, Inc. is expressly pmhibted Violators of this copyright will be .object to the full damages or remedies allowed by low, including liquidated damages payable pursuant to the license agreement under which these drawings have been produced, Fa Framhn, 5ee 5115edim, or FandaEan & Deck Plan, Dwlder To canine Cat di rap erFa„dahm Well Min. 5/ 611 f501t5 @ 4811 O.C. l" embedmemp. rah mire than IP' from caner w/ 211x 2" x I/ 9" Plate Waeler, ,Mie Vistas. Fran Fn. Grade to sill. Skald be 8" An Fri Sae. Wlau - 2r. Wall rnicdw,, Da,m- Ix WAII mime„ Fwuhq Steed Daed m min hems, gull capacity or 2000 toy our (V 1I 1 1 IQL(:] Vlh VuuLlcl Not To 5cale Placed @ 16" o,c Al Walls -�2---___-_-i r -_ l49>'- --__—- --161 IS -I _ - Porch 5upport N I By Builder ^m 41'-0" out to Out Foundation n °' 3 — — — — — —————— — — — — —— — —— —111 -------—---------- ------ fireplace Pandaklai 51ze A & tocaclm to 5ult Adaal =o) ' ' ` 7ealgn by Dullder �� Porch Support Prwlde Adeghake 5lpport far K ont, Above By Budder 4' S%' 12'-%2" yle„ Da:am pocket 5 Deam P. 5 _ Full f a5ement I I I o%" 41 -on 4' -05 A P 6dco 5t Sones F -7-1FF-- -1 7 - -1 F - 1 F, 7Bulkhead b 3u der Deam I'aket 5 _� _ Deam Parfet Or Equal - - - 1---1 I-- 1 --1 I ---I - 4k- 3 - el - �= — — — — � — 1 L — -� 1 Deam Packet 5 Deam PakeE 5 � — — — — — — — J 3 —�— -- 13'-5/211 -- -ro 13'-5211 311 _ I N1 �= Verffly cn site by budder i F - LI J 612 _ C Pm Porch 5upport uas By Builder EA A --------- — — — — — J $L nQ Porch 5upport By Budder Porch 5upport By Budder I I L -- f- 0'2 4 7,62— __ 1 �� NAILED CI -FAP SPAN MIA>(I�UM ONE #,q ' Nil FEW kG IN SNEA CONE Beam Docket Legend Pocke Girder 511 Pe Width Helght I ( 5) - 2x12 Built Up 4 5 9 2 (4) - 2x12 Built U 4 -112 9 5 ( 50 - 2x12 Built Up 4 8 9 4 (2) -1-3/4x11-/4LVL 4 4 9 5 (3) -I-3/4x11-1/4LVI- 4 53/4 9 6 (4) -1-3/4x11-1/41VI. 4 1-1/2 9 1 Engineered or Steel by Pullder To Suit To Suit To Suit 11 Sim Son 5tron T ( LVL' 5 Can be Peplace l with the same 51zed 2,OF f aralam.) 12" MIN, MINS" 511-IC�141?�l ie EFA FPOM Ficin Jo15t nsta atlon ENG N COUPfoundation Notes. I -Foundation Section Pimen5ioninq and, or Footings are Subject to 5011, Codes, etc, 2 - Column Footlnq Sizes are Based on a Minimum Soil Bearing Cappacita.l of 2,000 p5f, Actual 5011 Condltlon5 5hould be 1Jetermined Prior to 5ettln , Farms. q I ,o 3 Pr vide Anchor Bolts 5/ 8" Pia, @ 4% anon w/ 2'' x2" x 1/ 4'' Plate Wa5her5 0 4 - Girder Pocket 51ze5 are Based on a Propped Girder, For additional headroom ral5e girder & hang jolst5 5 - Location and Quantlty of Ba5emerrt Windows, Bulkheads, Fgre55 Openings, Crawl 5pace Access and Vents to be JI per Minimums 1n Local Pulldlnq Codes or a5 kcqulred by � Owner and Budder. P rch upport 6 - 5olld Po5tirlc, f egulred Under all Structural Posts 4 B oder C 5ee Prawlnq M21 -0409i for Locati0n5) I - To Insure Correct Panel & 5 d I Ing Pit, The Builder Must Notify Yankee Barn Immedlately Of Any Foundation Elevation Chan es Or If The Floor Joist System Changes Compared To These lolen e. And retails, 8 - Maintain T-0 From Flnl5hed Slab To Bottom Of Girder In Basements With LlVinq Space, 9- Glyder5 - LVL' 5 20F 2850 Fb grade: ( LVL' 5 Can be I?eplaced with a equivalent 51zed 2,0E Paralarl Fa5tener5 Per Manufacture's Installation In5tructlons, but no Ie55 than '5-16d nall5 @ 12 O.C. on 3 pltl, 1/ 2'10 Bolt & Washer 112'' O.C. Staggered on 4 Ply or 7c, My Larger LVL B.U. Girders Should be a Minimum of #1 & #2 5PF, HF, 5P a5ter Bedroom F nil or better unless noted. Fasten with 3-164@ 12 0.C, each Piece, Petalling of all Steel by bulkier, "I Fnd5 of all 6lyder5 must be laterally supported. Solid block @ beam pockets, and use Simpson VBA strap knee brace w/ N54B tolls or equivalent where girder ends are not braced. D Full Height Foundation Walls D Walls Fnd Flush w/ or Below Ba5emerf Slab j�0 - Footing w/ 41' Concrete Filled LA14 Column, "I 1_ —1 I HP18 Hold Gown � � - Footing w/ Concrete Filled 5onoTube L: J w/ 51mp5on CP5 Column Base By Builder Q - Hold down Strap By Budder 51mp5on 511HPI41'J or Equlvalent 51mp5on NPQB Hold-down by YBN 6 0 p 3x Shc , w/ 51mp5on 55028L Anchor Bolt Installed in Foundation by Bulkier, l�o Al girder splices to break over (ally colunm5 with; 9 /4 1- 4x12 12 ga plate or each side and 1/ 4" plate Ial1y column cap sized to girder ( minimum 4'' x girder width) �° oato or 51mp5on LCC tally column cap/ girder splice Nbte;--FIoo l Areas Complq with NY & Local Codefequirement5 and Add �ntrl Side Flood 6ate5 rerGodei Level 5ill fhorouclhli� and Shim f ermanentlu and Adequatelq LO I DESCRIPTION & REASON With 5pecia Care Taken at Fo5t Pearinq hointt5! 55113281. Anchor Folt HPQ8 Hold Pown Not fo Scale<eJl" A,,' 20P5 Klr by 3 -1 / 2'' 0 Polt5 Through Both 205 and P 8" Concrete S�i A -A 5calel 11/2" - 1' -oil n5tallabon Procedure' -17x1110" deep 5/ 8" hole Into bottom of post and 51' deep 5/ 8" hole Into concrete - Mall CP5 plate to bouton of past - Fill ddes In concrete and post half wall witr crchorinq epos adheslve ( 51KA, Simpson) - Insert all -thread Intro concrete, and 5irni CP56 Slide on post / CP5 base, Alm to fully C CF54 If cure, Note, Anchor bolt With minimum 7" emebednlent Into concrete may be used In I of the all -thread 10" of 011606 enh Irke the bottom of the post 15 ,,III required„ Kitchen end Porch Post Hol J Pown5 B� Builder Post n O 211 0AI-111read Footlnq or Pier � teal foundation Section lCr Copyright 2005 by Yankee Born Homes. Inc All rights reserved. I base drawings, the materials contained In them, and the design they are intended to convey e the exclusive property of Yankee Barn Homes, Inc They have been delivered subject to n written license agreement that limits possession and use of these drawings for the personal of the individuals named on these crowfoots solely in connection with planning or completing the sale and construction of the depicted structure using materials sold by Yankee Born Homes, Inc urn agreement expressly prohibits the a of these drawings, materials and design by any builder, •mhdecr contractor or other person for any other purpose, The individuals named have expressly agreed to comply with those resGmtsons Any use, reproduction of, or disclosure at the design kept a any other information In whole or In port contained herein without the express written of Yankee Barn Hames, Inc Is expressly prohibited Violators of this copyright will be subject to the full damages or remedies allowed by law, Including liquidated damages payable oursuont to the license agreement under which these drawings have been produced Band pawn ,omponent 6locklnq Under Al Structural 5) I:ec,' d Under 6x8 Posts uVoor � ivinq Doom Side AI I -C)" ni d.+a oup Stll 2 O,.k /II 'IF, ,I I v I I I I low/ "l vuu✓I(il Not fig 5cale Placed @ 16'' oz, All Waltz 151-V2" Thoroughly and 5hlm PR Prarl, SLC 5115eemo Permaneni and Adectuatelq With m Founded. & peck Pias " at Post 13earincl Wilder he Cmi COX tte 12" a,a T,p orPa nweaked Wal Local Codes & Sotl � Wall Thickness Chart Ccldltlans Take Precedence 711 embednenc, rot mere than 12" Fran Cunrc w/2",2', 1 /"Plate Wadars Concrete or [Back minimum 5¢e Over Petah Notes Min Dlstznn Pam Fle Grade Max Wa11Tons� ni Isis `5"lld be 8" wall uirota,ad rr.Rer< wall n,Ickleea, see chat r IA FJ DerIF �pp91 Drck* IIIII IJ=1i #aBe,wrrcInrnmedWelk nar7"0„ d 7 &' 12' uaspi,"nd a a' 10" 10" &IId C al Ihbdanmd PoI Nelgkk d Iden equi a ProJld e 5dpivort Mln SP a E 1 i, 9 > a " Min 6arar'� & Efterlcr 51abs for Hearth Abwe r d � I 1 C3) I- /4"KII-I 4" VL Girder 9 e Ion _11121,ld 3500 ps1 ' W .A r w+al el a prwide� Vi 43) 13/ II - n ill I/4 LVL Irdl ai _ at aratuq cmveetim + 9 lu" P.=bravd •.. 5dId Fill under a G,ue"d Firers oQb ' .• Min Fmttq 51w, Wldtn - 2x Wa11Ndkness 5Iz Dzud "64 9 5W e W drill Porch 1, Wal th,koeer Offer Sal. V err, aae, Imes Ain o,,, m Er re— remm ee VCgable PAN 1 K9 I, Offer h^�ter PrerHe Wamm�his & mad, Sned based m in beer, 5,11 NI Coned, Forod w the wadi"r al"= a. orRea. Ca '2000 P5P Corel hall t, AirForalned at.d ° � teal foundation Section lCr Copyright 2005 by Yankee Born Homes. Inc All rights reserved. I base drawings, the materials contained In them, and the design they are intended to convey e the exclusive property of Yankee Barn Homes, Inc They have been delivered subject to n written license agreement that limits possession and use of these drawings for the personal of the individuals named on these crowfoots solely in connection with planning or completing the sale and construction of the depicted structure using materials sold by Yankee Born Homes, Inc urn agreement expressly prohibits the a of these drawings, materials and design by any builder, •mhdecr contractor or other person for any other purpose, The individuals named have expressly agreed to comply with those resGmtsons Any use, reproduction of, or disclosure at the design kept a any other information In whole or In port contained herein without the express written of Yankee Barn Hames, Inc Is expressly prohibited Violators of this copyright will be subject to the full damages or remedies allowed by law, Including liquidated damages payable oursuont to the license agreement under which these drawings have been produced Band pawn ,omponent 6locklnq Under Al Structural 5) I:ec,' d Under 6x8 Posts uVoor � ivinq Doom Side AI I -C)" ni d.+a oup Stll 2 O,.k /II 'IF, ,I I v I I I I low/ "l vuu✓I(il Not fig 5cale Placed @ 16'' oz, All Waltz 151-V2" Thoroughly and 5hlm 12' -V2" Permaneni and Adectuatelq With Special " at Post 13earincl Polrrt5l 12" a,a Under � Wood Stave 20 A1&I C al d Iden equi a ProJld e 5dpivort SP a E 1 for Hearth Abwe r d � I 1 C3) I- /4"KII-I 4" VL Girder C3) P5/9"x11-1/4 ' W Glrel r 43) 13/ II - n ill I/4 LVL Irdl ai I 20 16" Cie 3 11 3 I 11 1 I,pIlKll_IytjII VL Gl der 3) 113 KII-I ill LVL Irder 2 he16'oc ad I PF a goal " II � 1 u> VL 61r ler l � 1 Q ro 83/4 ' 12' -/2" 85/qn 13' -7" Out to Out 5111 & Peck 3 -V21 ' I Corner post- 4 13lock -- �rtrq Side 2 Roof/ Floor Beam Co. i�h Fireplace Operdnq Size & I,aabon to Sult Actual \ 17e5lgn bid builder HPQ5 Hol G)Fd d J0151 Gablf 3 Gable Goal post- 4 Block Master Bedroom rnd 5111 550281 Anchor Bost 51hp5on NbQIB HOId flown Not To 5cal e DESCRIPTION & REASON CI. MI SPAN MZU' M ONS #4 �VIW N SNrAP CONP 12'' MIN, ( p�6A: ) IvrNGTN 1� 51mp5on 5tro``nIIq-fie Fire Jolt�ns�allatlon Note; M All girder 5pl ices to break over lallu columns with; I - Axl 212 qa plate on each side and 1/ 411 plate lallq column cap sized to girder ( minimum 411 x girder width) Or 5imp5on I,I,C laIIq column cap/ girder splice Out to Out 5111 & beck Plivr cions Must fie exact In Order For Wall Components To Fit Correctlul bo Not AIIow beck To Grow, a - 5olid 131ockinq Under All Structural Fo5t5i 131ockinq Must 13e Attached To Joist At Both �nd5i r3IJILM,15 p�5P01"I POP, Mi & 51PUCTUPAI PF516N OF ALL %ILMI 9TP %V COMPONENTS Op I31JILIPING5i Level 5ill Thoroughly and 5hlm Permaneni and Adectuatelq With Special Care Taken at Post 13earincl Polrrt5l Girders - LVL'S 2i01� 2850 Fb C LVL'S can be replaced with a equivalent sized 2.0F ParalamJ Fasteners Per Manufacture's Installation 6ructlons, but no less than 5-16d nails @ 12 O.C. on 3 ply, 1/ 2110 Pott & Washer @ 12" O.C. 5ta gered on 4 Ply or Larger LVL, 3.0 Girders 5xi be a Minimum of #I & #2 SP� NF, 5P or better unless noted. Fasten with N6d @ 12" O.C.'each piece, betallinq of all steel bq builder. i:nds of all Girders must be laterally supported, 5olid block @ beampockets, and use 51mp5on 01 strap knee brace w/ N5413 nails or eauivalert where girder ends are not braced, � �p ED ARC Q��\Ne 9ERT S, q �eTpC I` Y"rt�OE fU I 5ceond Floor Elcl l'il Floor Elevation 9) Copyright 2005 by Yankee Born Homes, Inc All rights reserved These drawings the materials condided in them, and the design they are intended to convey are tilt' depla5ve property of makes Born Homes, Inc They have been delivered subject to a written license agreement that limits possession and use of these drawings for the personal I'll of the individuals armand on these drawings, solely in of with planning or completing h a sale and construction of the depicted structure using materials sold by Yankee Born Homes Inc Such agreement expressly prohibits the use of these drawings, materials and design by any builder, urChteltr contracts, or other person far a, other purpose The ldd,vulhb.la named have expressly agreed he Comply with those restrictions Any use, reproduction of, or disclosure of the design concept or any other Information in whole or in part contained herein without the express written permission of Yankee Born Homes Inc. is expressly prohibited soldiers of this copyright will be subject to the full damages or annegas allowed by low, including liquidated damages payable Pursuant to the license agreement under which these drawings have been produced 5cycoi Floor FlevaLiciff First I'll Ne Assumed 6rohl L I - Actual Ground L line to be Pe-[ermil on 5ite Stairs by 6ullder �rtrq 50o Elevation me Assumed Ground L Inc - Actual �t j on Grand Inc to be Peicrinthri al 51t, DESCRIPTION & REASON o YBH CFPM 5HIN6LF5 5ito Applied bq Builder M ..11 xx 11 oarbiddi I �, I� I i �� �� III !�� I I 1 III Pea 3.11cler Pee P 'o e, C i:.: 5duccie FNP Wall 61 If bq Nil,cer Assumed 6rohl L I - Actual Ground L line to be Pe-[ermil on 5ite Stairs by 6ullder �rtrq 50o Elevation me Assumed Ground L Inc - Actual �t j on Grand Inc to be Peicrinthri al 51t, DESCRIPTION & REASON o YBH CFPM 5HIN6LF5 5ito Applied bq Builder M ..11 xx Assumed 6rohl L I - Actual Ground L line to be Pe-[ermil on 5ite Stairs by 6ullder �rtrq 50o Elevation me Assumed Ground L Inc - Actual �t j on Grand Inc to be Peicrinthri al 51t, DESCRIPTION & REASON o YBH CFPM 5HIN6LF5 5ito Applied bq Builder M l_ Cap240$ by lankee Bern Homes Inc All rights reservetl. these drawings, the materials contained In them, and the design they are intended to convey o the exclusive property of rankes Born Homes, Inc They have been delivered subject to a wutlen license agreement that limits possession and use of these drawings for the personal of the individuals named on these drawings, solely in connection with planning or completing [I'd cold and construction of the depicted structure using materials sold by Yankee Barn Homes, Inc Such agreement expressly prohibits the use of these drawings, materials and design by any builder, mrhrtecl, contractor or other person for any other purpose The individuals named have expressly agreed to comply with those restrictions Any use, reproduction of, or disclosure of the design pencept a any other information in whole or In pad contained herein without the express written rmission of Yankee Barn Hames. Inc. is expressly prohibited violaters of this copyright will be subject to the full damages or remedies allowed by low, Including liquidated damages payable pursuant to the licorice agreement under which these drawings have been produced I I Stairs bq Pullder Az kjjl Grwnd Line - Actual Grwnd Line to be Determined on Site !Vinci Doom Side �I evatior Second Phar FlevaGal First Flar Flevatlan VIIIKHCaQ Veer- Co. eerCo. I DESCRIPTION & REASON YBN CFbA 5HIN6LF5 Site Applied bq Builder ��ptD .1RC +�k3'-LLYL11S�/ey 7 fRJJ l�yjyjj Tim �1Y P S. E r d0 R O F CLIStO o- m Licensed Desi � n For. 0 0 9 i -0. n Y A Millar & 5teve r ., ,ry 5c hafer u9 no v Design Series: Detail Reference: Mark construction Guide Property of. YANKEE BARNHOMES, INC., Grantham, NH 6Y J Description: f Kterlor devotions scale drawn 14''-I'-0'1 161151 drawing # MK-04098-� pp ppaql I I u I I IJ Dec6ulldel r eck 6 tlde u r ,_... 5. Ili..'I i -... :.�-.... id. is �i : _ Stucco FNP Wall bq Pullder I I Stairs bq Pullder Az kjjl Grwnd Line - Actual Grwnd Line to be Determined on Site !Vinci Doom Side �I evatior Second Phar FlevaGal First Flar Flevatlan VIIIKHCaQ Veer- Co. eerCo. I DESCRIPTION & REASON YBN CFbA 5HIN6LF5 Site Applied bq Builder ��ptD .1RC +�k3'-LLYL11S�/ey 7 fRJJ l�yjyjj Tim �1Y P S. E r d0 R O F CLIStO o- m Licensed Desi � n For. 0 0 9 i -0. n Y A Millar & 5teve r ., ,ry 5c hafer u9 no v Design Series: Detail Reference: Mark construction Guide Property of. YANKEE BARNHOMES, INC., Grantham, NH 6Y J Description: f Kterlor devotions scale drawn 14''-I'-0'1 161151 drawing # MK-04098-� BUILDER INSULATION SPECIFICATIONS COMPONENT TYPE/THICKNESS R—VALUE INSTALLATION NOTES YBH 2x6 Open wall Fiberglass R — 19 by Builder psf 2x6 Ext Wall Fiberglass R — 19 by Builder SECOND FLOOR (Sleeping) Roof (Rafters) Fiberglass R — 30 by Builder 40 psf + TJI Floor Fiberglass 9 R — 19 b Builder Y Over Unheated Gana e S ace Ceiling Fiberglass R — 30 by Builder Foundation R — 10 by Builder SEE SPECIFICATIONS FOR VARIATIONS TO ABOVE DESIGN LOADS Live Load + Dead Load ROOF 25 psf+ 15 psf FIRST FLOOR 40 psf + 15 psf SECOND FLOOR (Sleeping) 30 psf + 15 psf SECOND FLOOR (Non—Sleeping) 40 psf + 15 psf WIND: 120 mph 3—sec gust Exposure "C" Shell Materials for NtllaI & 5teve Schafer 6 15'05 III Post and beam Frame Materials Kiln dried Douglas Fir frame, 15 #1 & Dotter credo, mostly free of heart center, Floor 2 x 8 near foot 5y5tem far second floor 20 #2 and Potter 5PF ( 5) floor)oist @ 1611 or center with 3/ 411 tcnque and groove Advarl 05P or plywood sub floor, ConSGnni ar lve, Walls 2a6 5PF No. 2 or better studs 24" on center. 5/ 811 C7X plywood, 6 Hall poll, as a vapor retaroer. 411 polylzocyanurate Acid board PP253 Insulatlat, and Interior skin Roof Vented Panels framed wth 5PF No. 2 or better 2x6 rafters @ 1611 on center, 5 1/ 2' of P -value 33,9 polylzocyanurate foil faced Acid board n5ulatlon , 5/ B" CPX plywood stapled 5heathlnq6 mil poly vapor retarder Aluminum trol"t vent and preetalkil plywood soFFet. 5plke5 and ga5ket5, D-YPN p fter5, celllnetoisi, & SPX roof material C-Poopbu Dullder © Copyright 2005 by Yankee Barn Hames, Inc All rights reserved these drawings, the materials contained in them, and the design they are intended to convey Ore the exclusive property of Yankee Born Homes, Inc They have been delivered subject to a written Lcense agreement that limits possession and use of these drawings for the personal at the individuals named an these drawings, solely In connection with planning or completing the ,to and construction of the depicted structure using materials sold by Yankee Born Hames, Inc agreement expressly prohibits the a of these drawings, materials and design by any builder, amhInCt, contractor or other person for any other purpose. The individuals nomed have expressly correct to comply with those restrictions Any use, reproduction of, or disclosure of the design concept or any other information in whole or in part contained herein without the express written permission of Yankee Born Homes, Inc is expressly prohibited Violators of this copyright will be subject to the full damages or remedies allowed by low, including liquidated damages payable pursuant to the license agreement under which these drawings have been produced rn P Mark 6'-3 1 / 2'' CI Ippee 5ecticn E -E bormer bq Builder 5frucfurol Design of 5ife 5tkilf 5frucfures ore fhe Responsibilify of fhe Builder Mark I Bumpout bormer 5ecklcn 6-6 5/ 32 51de IN koor VM5 Mark I @ Bumpout bormer 501 GC Vented fridge bq Builder Soffit Vents bq WH Installed bq Builder Co. A A Teck has Sent uaq It or 51te Mark 8'-0'' Clipped bormer 5di F -f Ni �/ 32 fresh fasts is be Sent tap 16' Cut fast ra `zit on Slfc DESCRIPTION & REASON 7 )"12x6 Closed Panel Wall Comptes It Foct 20 Plbbcn Strapping ol Girt I / Post 3/ 911 Advarltech 056 w/ Construction Adhesive 20 161 toc 3 Mln. Lap II I 1/ 211 Min, Poll Toe Nall Joist to ll (2) 16d'S Floor Deam Section have to have li�) Copyright 2085 by Yankee Barn Hames, Inc. All rights reserved Ihese drowmgs, the materials contained In them, and the design they are intended to convey e the exclusive, properly of Yankee Barn Homes, Inc They have been delivered crated to u written license agreement that limits possession and useof these drawings for the personal of the individuals named on these drawings, solely in connection with planning or completing Ine m sole and construction of the depicted structure using materials sold by Yonkee Barn Hoes, Inc Stich agreement expressly prohibits the use of these drawings, materials and design by any builder, nrchdect, contractor or other person for any other purpose The individuals named have expressly agreed to comply with those restrictions. Any use, reproduction of, or disclosure of the design rrooll or any other information in whole or in part contained herein without the express written permission of Yankee Barn Homes, Inc Is expressly prohibited, Violators of this copynght will be subject to the full damages or remedies allowed by law, Including liquidated damages payable pursuant to the Lceri agreement under which these drawings have been produced 20 Kibbon Nail Pibbaf to Joest w/ (3) 16d'5 Toe Nail rlbbon to Girt Ibllo.c Kitchen W rB'� box 2 Newel Past baluster Palurter Shoe 205 @ 1611 o.c. Heal Klckboard 4 13x1 con L ivinq Doom Side QII hI-1- _ O Joist to 131 or Top Plate, Toe Nail (5) -16d I'.Ibbcn Joist 16d Nails Toe Nailed 611 oc T -- To load - - - point fond Bid Nails @ 6'' oz, @ Pd es & 12'' BI @ lr&rmedlateg5upport T- - Folnt load - - - _- pal kTxd �2x8x8@I6"act T - - - -- - - -- - - -- -- - - IJ-- -- --- - 2 -- -- 5 II ez) z�e�e I I 2 8 ^ xa10@I6"o,cD 2x8x12 0@1611o.cD Stair Openlnq _ . 1 1 To Mal aj ntaln Mm. v _ S Ne adroom� 2 1 I— O q O I 2x8x8Ca16"a.c� 1 6 IT �2x8x8@I6"o,c,b T O _polo, load I:Ibba, JalSt with, lit] 4_ �I Ori olat I 9 41 3' "1 %211 9 LInc @ Interior Of "i Wall �rtr� Side Co. J1 Finlsh Flooring V 911 Advarrtech 056 sppinq �ir5 n Ma5ter Bedroom �M DESCRIPTION & REASON i A -Ton b aA R f !d V 9' 1 Advatttech 056 (2) Folli Celllnq Material 64 budder 1/ 211 5heetrock F 5'18'' 6locklrla @ Post Locations ( per 51feetrock Spacer) 5plke Into Post beam 6 Cross Floor 13eam 'Wel Post alu5ter Dalu5ter Shoe 2x8' S @ 1611 o,c, ( 2) 205 Klckboard 7 13alcon The 5/ 4'' Advaril 0513 is to be Laid with the 8' 51de Parallel to the Cave alone the J015t5 & each consecutive course must be staggqered 4', It Is recommended to ma the perlifirl (911 ac, & the fleld 12'' o c,12o not Cut off AnPosts at Second Floor Frame Around All Two Mary Posts, Second Floor beck Fa5teninq Shall Comply With Local Codes' Minimum Guidelines 51nown Below, 13ulldinq Material 511 & 5paclncl of Pae -e -ii s Joist to 131 or Top Plate, Toe Nail (5) -16d plbbon Joist to Girt 16d Nails Toe Nailed 611 oc P\ bbon Joist to Ji ( 3) -11 3/ 4'' Mvarrtech 0513 5u6floor Bid Nails @ 6'' oz, @ Pd es & 12'' BI @ lr&rmedlateg5upport ..../`LSLY111�I\./ J_LGwwIYy�TJ,yy1 I LT�R�TRYwh1/m TM Custom Licensed Design For: 1199 I��1�\Y\1I11LI ILLI�YY]Gw/\ Hillar & Steve Schafer Design Series: Detail Reference: Mark I Construction Guide Property of: YANKEE BARN HOMES, INC., Grantham, N.H BYDescription: Second Floor Joist LagOi scale I drawn / 41'se l 1-011 16l 2e,, -20 Plywood Exter over Eave V ALL WALL PANELS SHALL BE SPIKED TO HORIZONTAL AND VERTICAL MEMBERS OF TIMBER FRAME WITH %4" X 9" SPIKES @ 16" O.C. 5855 # 5855 # STHD14RJ STHD14RJ Kitchen End Gable 19/32" plywood nailing: 10d @ 3" o.c. (0.148" dia.) Rim joist to sill: LTP4 @ 16"o.c., Sill to foundation: 5/8"0 anchor bolts @ 36"1 91 plf Uplift Along All Walls at Porch Roof to Wall Intersection © Copyright 2005 by Yankee Barn Homes, Inc. All rights reserved 2112 171 plf Uplift 352 pit 2 Rows 2x6 Blocking Plywood Exter over Eave V 5632 # 5632 # STHD14RJ STHD14RJ Foyer Bumpout Eaves (Both Sides Similar) 19/32" plywood nailing: 10d @ 6" o.c. (0.148" dia.) Rim joist to sill: LTP4 @ 16"o.c., Sill to foundation: 5/8"0 anchor bolts @ 36"o.c. These drawings, the materials contained in them, and the design they are intended to convey e the exclusive property of Yankee Barn Hames, Inc They have been delivered subject to written license agreement that limits possession and use of these drawings for the personal use of the individuals named on these drawings, solely in connection with planning or completing the sale and construction of the depicted structure using materials sold by Yankee Barn Homes, Inc Such agreement expressly prohibits the use of these drawings, materials and design by any budder, architect, contractor or other person for any other purpose. The individuals named have expressly agreed to comply with those restrictions Any use, reproduction of, or disclosure of the design concept or any other information In whole or in part contained herein without the express enter permission of Yankee Barn Homes, Inc. is expressly prohibited. Violaters of this copyright will be subject to the full damages or remedies allowed by law, including liquidated damages payable pursuant to the license agreement under which these drawings have been produced. 6317# 6317# HDQ8—SDS3 HDQB—SDS3 Master Bedroom End Gable 19/32" plywood nailing: 10d @4" o.c. (0.148" dia.) Rim joist to sill: LTP4 @ 16"1 Sill to foundation: 5/8"0 anchor bolts @ 36"o.c. 9i Plywood Extends over Eave Wall 1238 # 1238 # STHD14RJ STHD14RJ 2458 2706 Plywood Extends over Eave Wall Plywood Extends over Rave Wall Foyer Bumpout Gable 19/32" plywood nailing: 10d @ 6" o.c. (0.148" die.) Rim joist to sill: LTP4 @ 16"o.c., Sill to foundation: 5/8"0 anchor bolts @ 48"o.c. 2458 2706 sm r,if Ilnrsl 1649 # STHD14RJ Living Room Side Eave 19/32" plywood nailing: 10d @ 6" o.c. (0.148" dia.) Rim joist to sill: LTP4 @ 16"1 Sill to foundation: 5/8"0 anchor bolts @ 48"o.c. 4663 # STHD14RJ 301 pit Uplift 1 1649 # STHD14RJ Entry Side Eave 19/32" plywood nailing: 10d @ 4" o.c. (0.148" dia.) Rim joist to sill: LT1134 @ 16"1 Sill to foundation: 5/8"0 anchor bolts @ 48"o.c. i 4663 # STHD14RJ 2458 # 2706 #