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HomeMy WebLinkAbout30606-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31613 Date: 06/13/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 875 GULL POND LA GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 4 Lot 28.42 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 24, 2004 pursuant to which Building Permit No. 30606-Z dated AUGUST 30, 2004 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 MODULAR DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5533 &5548. The certificate is issued to ELAINE & NANCY NESIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0039 05/26/06 ELECTRICAL CERTIFICATE NO_ 2028087 10/28/04 PLUMBERS CERTIFICATION DATED 01/12/06 HARDY PLUMBING & HEATING Ae� )- 4�1 hori d Si ature IAII` Rev. 1/81 Form Na 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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 dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. June 12, 2006 New Construction: XXX Old or Pre-existing Building: (check one) Location of Property: 875 Gull Pond Road Greenport New York 11944 House No. Street Hamlet Owner or Owners of Property: Arthur & Elaine Necin Suffolk County Tax Map No 1000,Section 35 Block 4 Lot 28.042 Subdivision Filed Map. Lot: Permit No. 30606z DateofPermit. Aug 24, 2004App1icant:Elaine & Authur Nesin Health Dept.Approval: R10-03-0039 Underwriters Approval: 2028087 Planning Board Approval: Request for. Temporary Certificate Final Certificate: xXXX (check one) Fee Submitted: $ 25.00 _ I licsn S' ature COQ 31413 l' O rJ�rJ�rJ�rJ�rJ�r�rJ�rJ�cPrJ�rJ�cPrJrJ�rJ�rJ�rJr�rJrJ�rJ�r�r�r�rJrJ�cPrJ�rJ�rJr>�rJrJr�c frPr1rJtPrJ�r�r�cPcPrJr�r�rJ�rJ@PcPcPrJ�rJ�rJ�cP�PcPrJ�cfrJr3 cO 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 S JIM SAGE ELEC. INC. ARTHUR NESIN S P.O. BOX 38 875 GULL 5 NE G EEN ORT, NY 11944-0038, GR ENPORTNNY 1 944 5 eS C5 Located at 875 GULL POND LANE GREENPORT, NY 11944 5 c 5 c� Application Number: 2028087 Certificate Number: 2028087 e5 5� Section: Block: Lot: Building Permit: 30606 BDC: NS37 5 r`I Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: C5 Basement,First Floor,Outside, ,lc A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of October,2004. 5 5 Name ( TY Rate Ratine Circuit Type C 5 Miscellaneous 5 5 modular house 5 5 N.Y.State approval#19-24422 5 5 mfg. Sun Building Sys. 5 S serial#2798 f5 5 Alarm and Emergency Equipment SSensor 1 0 Carbon Monoxide C 5 Appliances and Accessories 5 5 Air Conditioner 1 0 48.000 BTU 5 Wiring and Devices 5 5 Switch 2 0 General Purpose S 5 Fixture 4 0 Incandescent 5 5 Disconnect 1 0 60 amp Air Conditioner 5 L5� Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 C5� Service Disconnect: 1 200 cb 5 Meters: I seal 1 of 1 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D Lffl c LrL3r rL3Pd PtP rJrJrJcncl� cP rJr�r�cP rJr�f� l7 01-12-2006 07:36 RICHARD SRETTR GC INC 6317654999 PAGE2 l:QDpr lbwNr�„W e17s Fh1oRw6 � Fat(611)766-18D # Tdo6h6a61N81)Af6.160¢ 6661h1hd,Tktr Yodc 11971.WSti BOILMO VVARTMBNr TOWN Or 80irmo D CERT11EICATION / pate: Building permit No. -sc)(0 0 O Z Owner r' Nesir, (please priao Plumber: H A R b l P1- lJ M F31&16 /fi�*r//U& �C �✓� Icer*that the solder used in the water supply system contains less than 2/10 of 1%lead. Swornto before me this `Z— day of_ f}IJ 20 0 b JOANN BARONE Notary Public,State Of Now York No. 01BA6087018 QualiNotary Public, SU�Foi K coanty siEgiresCounty 0/Commission Exp011o 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. 30606 Z Date AUGUST 30 , 2004 Permission is hereby granted to: ELAINE & NANCY NESIN 32 LEXINGTON ST ROCKVILLE CENTRE,NY 11570 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATT. 2 CAR GARAGE PER ZBA #5533&5548, DEC & TRUSTEES; 3 BEDROOM PER HD; FLD. PMT INCL. at premises located at 875 GULL POND LA GREENPORT County Tax Map No. 473889 Section 035 Block 0004 Lot No. 028 . 042 pursuant to application dated AUGUST 24, 2004 and approved by the Building Inspector to expire on FEBRUARY 30 , 2006 . Fee $ 806 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 DcPrJ@nrJLrC3 .ncnd-[3jl�r ncnrJ�rJ��PcncncPrJr�cPrJ��Irlcnr nrJ�rJr�r�r�rJ arJ�cnrJrJrJ�r�rJcnrJrl�PrJ�r I� cPcnrJ�rJ�rP�ncnrJ�rJ�c nrlcnrJ�rJ��n OC L5J BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 �j 40 FULTON STREET - NEW YORK, NY 10038 5 5 CERTIFIES THAT r���J 5 Upon the application of upon premises owned by 5 5S 5 5 JIM SAGE ELEC. INC. ARTHUR NESIN r5 P.O. BOX 38 875 GULL POND LANE 5 SGREENPORT, NY 11944-0038, GREENPORT, NY 11944 5 C S Located at 875 GULL POND LANE GREENPORT, NY 11944 5 Application Number: 2028087 Certificate Number: 2028087 ��+7 r� Section: Block: Lot: Building Permit: 30606 BDC: NS37 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of r5j Selectrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Outside, �5 c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Dj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Da o5 28th Day October,2004. 5 5 Name OTY Rate Ratine Circuit Type 5 5 Miscellaneous 5 modular house 5 5 N.Y.State approval#19-24422 5 5 mfg. Sun Building Sys. 5 5 serial#2798 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Air Conditioner 1 0 48.000 BTU 5 5 Wiring and Devices 5 5 Switch 2 0 General Purpose 55 Fixture 4 0 Incandescent 5 Disconnect 1 0 60 amp Air Conditioner 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 1 . Meters: I seal 5 5 55 I of I c5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 o 3ffl s���� a gOFFO(,�- APPEALS BOARD MEMBERS G Southold Town Hall ` Ruth D. Oliva, Chairwoman �� y� 53095 Main Road Gerard P. Goehringer c x P.O. Box 1179 Lydia A. Tortora I • Southold,NY 11971-0959 �\ Vincent Orlando 4, pt Tel. (631) 765-1809 James Dinizio, Jr. ��! `�a Fax (631) 765-9064 http://southoldtown.northfork.net WG 2 a BOARD OF APPEALS TOWN OF SOUTHOLD FI DINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Applications 5533 and 5548— ELAINE NESIN Property Location: 875 Gull Pond Lane, Greenport CTM Id: 35-4-28.42 (ref.35-4-7.4 and 28.22 combined) SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 23,777 sq. ft. parcel has 140 feet along Gull Pond Lane, and is improved with two metal storage sheds as shown on the December 3, 2003 survey, updated October 16, 2003 by Peconic Surveyors, P.C. The deeded parcel is 170 feet deep along the northerly side lot line, 165 feet along the southerly side lot line and lot width of 136.55 feet along Fordham Canal. BASIS OF APPLICATION: Building Department's April 23, 2004 Notice of Disapproval, amended May 25, 2004, citing Sections 100-33, 100-239.4 and ZBA Decision #2480 (1978) in its denial of a building permit to construct a single-family dwelling. The reasons stated are that the dwelling is proposed less than 75 feet to the bulkhead, that the new dwelling will place the accessory structure in a side yard rather than a permitted front or rear yard, and Appeal No. 2480 Condition 4 contained a requirement for covenanted agreements restricting or prohibiting this property for residential use, without prior approval of the Board of Appeals, to be filed in the Suffolk County Clerk's Office. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 22, 2004 and July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: Applicants wish to construct a two-story 26' deep by 64' wide single-family dwelling, at 51 feet at its closest point from the bulkhead. The yard of the existing accessory frame (12.3 x 16.3') storage building would become a side yard after construction of the dwelling. AMENDED APPLICATION: Also, Applicants on May 28, 2004 amended their application to utilize this property as a single-family residence, with abandonment of the former use granted with conditions under ZBA File No. 2480 (S. Rausch and others, prior owners) regarding the Special Exception request and conditions of record. Page 2—August 2, 2004 ZBA No. 5533 and 5548—A. and E. Nesin CTM Id: 35-4-28.42 By written confirmation in a letter dated June 24, 2004 to the Board of Appeals, Arthur and Elaine Nesin stated that there will be no living on any boat docked at this property and not renting any boat slip, if a house is built, and that they wish to continue docking their boat (40 lin. ft.) at this time. The change of use would allow incidental docking of their boat, without living or renting, as an accessory to their new residence. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the requested relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling is proposed parallel with 40 ft. from the front yard line facing Gull Pond Lane, and the side yards will total 35 feet, with a minimum single side yard of 15 feet on the north side. The new construction is similar to setbacks of nearby houses at 51 feet from the bulkhead. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is restricted due to the proximity of the wetlands, and any construction on this lot would require a variance. 3. The variance granted is not substantial in that the proposed setback from the bulkhead will be similar to the setbacks of homes built in the area. 4. The difficulty has not been self-created. The building of any house on this lot would require some type of variance due to the close proximity of the wetlands. 5. No evidence has been submitted to suggest that a variance in this residential, waterfront community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicants have obtained wetland permits with conditions from the N.Y.S. Department of Environmental Conservation and the Board of Southold Town Trustees. 6. Grant of the relief requested is the minimum action necessary and adequate to enable applicants to enjoy the benefit of a single-family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTIONS OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, the following Resolutions were adopted: Appl. No. 5533: Motion was offered by Member Dinizio, seconded by Member Tortora, and duly carried, to 04/08/04 THU 14:25 FAX 6317651366 Southold Town Accounting 12001 t _ �4 .- _ .a-$ „.cmc a•- . � _ .. Y Board Of Southoo'd Town Trustees SOUTHOLD. I iEW YORK t x r� DATE PERMIT NO. ..�._[_O9-..-- ISSUED TO --......ELAINE_,NE$X1V._... -.............._........... __..._.....__.. --._....... ,�utl�vri��tiun Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952: and the Southold Town Ordinance en- A titled -"REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN"WATERS;'• and in accordance with the Resolution of The Board adopted at a meeting held on .._Fe ...__._26 zt 2....00......3 . and 1n consideration of the sum of 5.._200.00_..... paid by . Elaine Nesin of _1 ockville Cen?xe............._...._...._.._...... N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the follov^n9' Wetland Permit to construct a modular home with the condition the sanitary system is relocated closer to the road,gutters & drywells are installed to contain roof run-off, staked line of hay > -a bales installed along top of bank 1efore project begins, and ab all in accordance with the detaile3 specifications as Presented in .the on mating .4ppr1cafion. depute on the survey prepared by ;, John T. Metzger last dated January 23, 2003. IN WITNESS WHERE--OF, Th, said Board of Trustees here- by causes its Corporate Seal to be of the: said affixed. andto as oethis data. be subscribed by a majority . M1 04/08/04 THU 14:26 FAX 6317651566 Southold Town Accounting 2002 �.• S1IEEOL,� Albert J.Krupski,President Cp Town Hall James Kind Vice-President ay 58095 Route 25 P.O.Box 1179 Artie Foster C Southold,Newyork 11971-0959 Ken Poliwoda Peggy A-Dickerson �if,.y O�� Telephone(631)765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 26,2003 Mr.Richard Saetta R B Div- P.O.Box 2047 Greenport,NY 11944 RE: ELAINE NESIN 875 GULL POND LANE,GREENPORT SCI-NO35-4-7.4&28.22 Dear Mr. Saetta: The Board of Town Trustees took the following action during its regular meeting held on Wednesday,February 26,2003 regarding the above matter: WHEREAS,Richard Saetta, General Contractor,on behalf of ELAINE NESIN applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code,the Wetland Ordinance of the Town of Southold,application dated January 30,2003,and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and reeomniendations, and, WHEREAS,a Public Hearing was held by the Town Trustees with respect to said application on February 26,2003, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS,the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS,the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, 04/08/04 THU 14:27 FAX 6317651366 r Souc:.old Town Accounting 12 003 2 t WHEREAS,the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW TRFRFFORE BE IT, RESOLVED,that the Board of Trustees approve the application of ELAINE NESIN to construct a modular home with the condition that the sanitary system is relocated closer to the road, gutters and drywells are installed to contain the roof run-oEl a staked line of hay bales is installed along the top of bank before the project begins, and as depicted on the survey prepared by John T.Metzger last dated January 23,2003. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid,if applicable,and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule.) Fees: $10.00 Very truly yours, data �7 Albert J.Krupski,Jr. President,Board of Trustees AJK/Ims NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03158/00001 er October 30, 2003 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental October 30,2008 Conservation Law TYPE OF PERMIT■ New ❑ Renewal ❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15, Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, Scenic and ❑ Articles 1,3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- Cl Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Elaine Nesin (516) 766-4667 ADDRESS OF PERMITTEE 32 Lexington Street, Rockville Centre, New York 11570 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Richard Saetta, P.O. Box 2047, Green ort, NY 11944 631 7654900 NAME AND ADDRESS OF PROJECT/FACILITY Nesin property, 875 Gull Pond Lane, Green ojt COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Fordham Canal DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a two-story single family dwelling, septic system and pervious driveway. Remove existing driveway. All work must be done in accordance with the attached plans stamped NYSDEC approved. 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& 3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth DM ; —]Region 1 Head uarters, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 October 30, 2003 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 50 linear feet from the tidal wetland boundary. 5. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 6. A row of staked hay bales or approvable erosion control devices shall be placed as per the approved plan. 7. Roof runoff shall be directed to drywells a minimum of 50 feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Driveways and parking areas shall be constructed of pervious material. 9. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 10. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Fordham Canal are located at 875 Gull Pond Lane, Greenport, Suffolk County Tax Map Number: District 1000, Section 35, Block 04, Lot 7.4 &28.22, otherwise known as the properties of Elaine Nesin and her heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor,and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shallbesent ""^nnecalendar year ofthe issuance ofthis permit to:NYSDEC,Regional Manager,Bureau of Marine Habitat Pro' "a;nn 40, Stony Brook, New York 11790-2356. 11. Upon c `_-1 buffer zone shall be established. This buffer zone shall extend 25 ^, — ;shall be no disturbance to this area once established. � � �l �er rnl � DECPAGE 2 of 4 1-4730-v..._ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLES), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. 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 extentand 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 forthe 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 under6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies thatthe 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 plans were oreoared by John K. Metzger on 12/3/02 and last revised on 10/16/03. DEC PERMIT NUMBER PAGE 3 OF 4 14738-03158/00001 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 Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")forall 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,oroperation 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 agent with 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 SAIDA 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 4 OF 4 1-4738-03158/00001 PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631814-3516 • email: joseph@fischetfi.com Date: September 15, 2004 Reference: Building Permit# 30606 /Nesin ,c Mahe Ivoo -- 7- LI Southold Building Department Main Road Southold,NY 11971 Dear Sir, I certify that the continuous I foot by 2 foot footing and 8 inch concrete wall installed in lieu of the individual piers shown on the plan for the foundation will adequately support the anticipated loads. CF NEtryY �soHFr��9� . 2 ,oma 050b��V '�FFgS% Jos is a 1, P.E. Nein b,utl¢iiou.Gx I' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) - 6• y ------------------------------------- u - ZC FOUNDATION(2ND) !o QC o 0� ROUGH FRAMING& r PLUMBING L, y d INSULATION PER N.Y. y STATE ENERGY CODE _ FINAL ADDITIONAL COMMENTS 1,n Z ,O Z 2 m A G > � y °z o � or cP x ro Wy �OX.aOF SO(/rya� COYNO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ! INSPECTOR ` 366©&z�- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ,]'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY ,�[ ] FIRE SAFETY INSPECTION REMARKS: DATE 1 a2� a INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � 12 DATE l� © INSPECTOR r �:k _ Town Hall. 534195 Alam • . . ,(-(•({ T. TERRY I � ,rA r-=, P.O. nrr.t 1 I la TOWN CLERKo C.'.,r � __ Suw held. Ncw ,fork I 1 U, Fax (S 1(1) 765-IR27 REGISrRAR OF VITA.STATI5n C5 �+� I �- MARRIAGEOFFICFCR � TckRhanc IS 16) 765. 1 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations ,j of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) 1 , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . 6�::�. Ger TOWN OF SOU7!OLD /-J�uditK Ter Southold Town Clerk August 25 , 1993 APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION t: GENERAL PROVISIONS (APPLICANT to read and sien)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any fake statements are made herein_ 3. If revoked, all work must cease until permit is reissued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICA.NM NAME ADDRESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all appbcable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure O Residential (1-4 Family) ❑ Addition 0 Residential (More than 4 Family) ❑ Alteration 0 Non-residential (Floodproofmg? O Yes) O Relocation 0 Combined Use (Residential & Commercial) ❑ Demolition P 0 Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction ❑ Subdivision (New or Expamico) O Individual Water or Sewer System f O Other (Please Specify) _ Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Pancl No. Dated The Proposed Development: O Is EQ_j located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arw. FIRM zone designation is 100-Year flood elevation at the sit, is:- - R. NGVD (MSL) 0 Uoavwlablc 0 The proposed development is located in a floodway. FBFM Panel No. Dated 0 Set Section 4 (or additional instruasoos. SIGNED DATE ;t • APPLICATION 4 PAGE ] OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the applicabon can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first Boor, details of floodprooCmg of utilities located below the fust Boor and details of enclosures below the fust Boor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ plans showing the extent of watercourse relocation and/or landform alterations. O Top of new Call elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ FloodprooCmg protection level (non-residential only) (MSL). floodproofed structures, applicant must attach certification from registered engineer or architect. i O Certification from a registered engineer that the proposed activity in a regulatory floodway will no( result in anY increase in the height of the loo-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A. O Is B. 11 Is not in conformance with provisions of Local Law if_, 19_ The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Dcvelopmeot Permit upon payment of designated (cc. If BOX B is checked, (be Local Administrator will provide a written summary of deficiencies, Applicant may revise and resubmi( an application to the Local Administrator or may request a hearing from (be Board of Appeals. ' APPLICATION s _ PAGE a OF a APPEALS: Appealed to Board of Appeals? O Ycs O No Hearing dale: Appeals Board Decision --- Approved? O Yes O No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project stmctures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FC. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is Fr. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is al the risk of the AppliranL. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be comnlemd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE % for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD FIAZ.A.RD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93 ) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ,3o X06 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20VY0 Contact: Approved 0,20 OcP y T 4 Mail to: Richard Saetta Disapproved a/c P.O. Boa 2047, Greenport, NY 11941 Phone: 631-765 4900 Expiration 203U ,20­0(, Inspector i APPLICATION FOR BUILDING PERMIT Date April 9 20 04 —� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building hispector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 32 Lexington St. Rockville Center, NY 11570 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OWNER Name of owner of premises ui ainp (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Gull Pond Lane Greenport House Number Street Hamlet County Tax Map No. 1000 Section 35 Block 04 LSubdivision (Name) Filed Map No. 9S,1 tu::arga 3T 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: i a. Existing use and occupancy Pergonal b. Intended use and occupancy Personal 3. Nature of work (check which applicable): New Building g Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost #160,000 Fee (T e paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwellipS s on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front_RIe Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/A Reir Depth Height Number of Stories` 8. Dimensions of entire new construction: Front 64' Rear 64' Depth 96-1 , Height 17' Number of Stories 2 9. Size of lot: Front--440.L—Rear 136.55' Depth 165' 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated Residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO % 13. Will lot be re-graded? YES NO__X___Will excess fill be removed from premises? YES NOS 14. Names of Owner of premises Elaine Nesin Address 32 Lexington St. Phone No. 516-766-4667 Name of Architect Address Phone No Name of Contractor Richard saetta Addressp_n R v zn/.z, Phone No. 612_7654900 Greenport, NY 11944 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES % NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk) Elaine Nesin being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. r . Sworn Nlefore me thi AIL ZRA-� � 20� 1/ J� d r�1T L tary Public Signature of Applicant BONMEJ.DON0310 Notary Public,State Of NewVA No.01D06095328,Suffolk Curb Term Expita Joty 7,20 TITLE NO: 04-3704-56896 District: 1000 Section: 035.00 Block: 04.00 APR 2 U 20 Lot: 007.004 Town of Oouthold ' _J Southold;-New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership of Elaine Nesin and Nancy Nesin and his/her predecessors in title since prior to 7/1/83 except as follows: (see attached chains of title) The liability of the Company is limited to the amount of Twenty-five Thousand Dollars ($25,000.00). Dated: April 20, 2004 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. G LESKI Sworn to before me this 20th day of April, 2004 1-A/VVt*ca Notary Public MARWET VOLLMOEL1ER NMI Public,State of N*ww§dk NO.01 VO5032409 OuaNfied in Suffolk County�y�yj�// COMMIOn Expires August 29,E r 6, TITLE NO. 04-3704-56896.SS-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-035.00-04.00-007.004 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 7/1/83. SUBJECT PREMISES: 1000-035.00-04.00-007.004 Frank Bish, Violet Germansky, Claire Liber 8621 cp 589 Brody and Sarah Rauch Dated: 5/1/79 To Rec'd: 5/8/79 Sarah Rauch and Elaine Nesin Sarah Rauch died a resident of Queens County on 1/31/89. Marvin A. Rauch, Executor of the Last Will and Liber 11150 cp 130 Testament of Sarah Rauch a/k/a Sue Rauch Dated: 7/18/90 To Rec'd: 10/12/90 Victor Rauch and Jeffrey Rauch, Trustees for the Testamentary Trust of Sarah Rauch FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: SANDRA J. G LESKI Sworn to before me this 20th day of April, 2004 �lYWO-b 'R-iL Notary Public MAR3ARE1'VOLLMOELLER NatvY Nuic No.01`a6:2�YoAc Qualified in Suffolk County Commission Expires August 29,Q&00 Victor Rauch and Jeffrey Rauch, Trustees for the Liber 12207 cp 611 Testamentary Trust of Sarah Rauch and Dated: 8/6/02 Elaine Nesin Rec'd: 9/6/02 To Elaine Nesin and Nancy Nesin LAST DEED OF RECORD PREMISES NORTH: 1000-035.00-04.00-028.029 Frank Bisk, Violet Germansky, Claire Liber 8890 cp 01 Broidy and Sarah Rauch Dated: 9/22/80 To Rec'd: 9/30/80 Robert Wissman and Charlotte Wissman LAST DEED OF RECORD PREMISES EAST: 1000-035.00-03.00-028.022 John A. Costell Liber 8831 cp 294 To Dated: 4/30/80 Peconic Holding Company, Inc. Rec'd: 6/3/80 Peconic Holding Company, Inc. Liber 10830 cp 22 To Dated: 12/20/88 Marvin Rauch and Elaine Nesin Rec'd: 8/5/89 Marvin Rauch and Elaine Nesin Liber 12207 cp 861 To Dated: 7/31/02 Elaine Nesin and Nancy Nesin Rec'd: 9/9/02 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE COMPANY 24 BY: �/iS A ld )<A G� SANDRA J. GO ESKI Sworn to before me this 20th day of April, 2004 Notary Public MARGARET VOLLMOELLER Notary No. 1 VState O50032469Now York Oua9fied in Suffolk County (p Commission Expires August 29,�. PREMISES SOUTH: 1000-035.00-04.00-028.040 Frank Bisk, Violet Germansky, Claire Liber 7900 cp 427 Brody and Sarah Rauch Dated: 8/4/75 To Rec'd: 8/28/75 Helen Rutkowski and Harold Stetler Harold Stetler Liber 11288 cp 396 To Dated: 6/21/91 Helen A. Rutkowski Rec'd: 6/26/91 Helen A. Rutkowski Liber 12120 cp 14 To Dated: 5/14/01 Helen A. Rutkowski, trustee under a Revocable Rec'd: 5/23/01 Trust, dated March 20, 2001 LAST DEED OF RECORD PREMISES WEST: GULL POND LANE FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: d, Jim '�� 3 SANDRA J. 18OLESKI Sworn to before me this 20th day of April, 2004 Notary Public MARGARET VOLLMOELLER Notary Public,State of Now York No.01 VO5032489 OualHied in Suf c&County 0 G (� CormUslon Expireil Aupwt 28,_ STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231 -0001 GEORGE E. PATAKI /� '} RANDY A. DANIELS GOVERNOR January 17, 2003 SECRETARY Of $TATE Mr. Tom Stephenson Sun Building Systems,Inc. 9 Stauffer Industrial Park Taylor,PA 18517 VIA FACS__IMII.W'TRANSMITTA RE: M 0052-02-062 System approval-CONDITIONAL Dear Mr. Stephenson: Issued herewith, in response to your October 15,2002 application for approval of a Detached One- and-Two-Family Dwellings,and Multiple Single-Family Dwellings(Townhouses) System of Models is Factory Manufactured Building Approval designated M0052-02-062,as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic loc2Jon am soil Site Class is limited as follows: Ia. Seismic Design Category A, B, or C for Detached fine-and Two-Family Dwellings. lb. Seismic Design Category A or B for Multiple ;ii4gle-Family Dwellings ('Townhouses). 2. The basic wind speed of a locality is no more than 120 mph. The project site is limited to Exposure Category A,B,or C within the design wind speed. Exterior windows and doors shall be designed to resist the design wind loads specified in Table 1230:.2(l)adjusted for height and exposure per Table 8301.2(3)_ Provisions regarding Wind - Borne Debris Regions will be completed on-site by others and is subject to the approval of the lo-al code enforcement official. k .Sf 331 c� ; Page �' Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: LThe manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.I Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc- - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided- - Occupancy classification - Construction type classification - General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1.1.6 Roof system -Special requirements addressed(such as sliding,drifting or unbalanced snow load conditions) 1.7 Mon-typical details (such as prov: roof, cantilever beams, etc.) �(r�� es i�� �•,Ste[i� r�'. �eleciio i nr ,can .v rremba,�. c:! Vis: and calcul . , ti sLcaJ, Y 4.The system conditional approval is subject to termination upon evaluation ofcompliance with the 1 provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, without attachment,shall accompany each set of plans submitted for a building permit and be deemed a duplicate original_ Sincerely, George E. Clark, Jr. Director Division of Code Enforcement and Administration Permit Number REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le Data filename: F:\2004\RESCHECK\F4007.rck PROJECT TITLE: THE SAETTA-NISSAN FAMILY RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 01/30/04 DATE OF PLANS: 1-30-04 PROJECT DESCRIPTION: SAETTA-NISSAN SOUTHOLD,NY 11971 DESIGNER/CONTRACTOR: THE BUILDER DEV. CORP. 20 FIDDLER CRAB TRAIL WESTHAMPTON,NY 11977 " PROJECT NOTES: SUN BUILDING SYSTEMS COMPLIANCE: Passes Maximum UA=397 Your Home UA = 307 22.7% Better Than Code(UA) Gross Glazing Asea or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1044 38.0 0.0 31 Wall I: Wood Frame, 16" o.c. 2458 19.0 0.0 129 Window I: Vinyl Frame:Double Pane with Low-E 232 0.340 79 Door I: Solid 41 0.110 5 Door 2: Glass 40 0340 14 Floor l: All-Wood Joist/Tl USS:Ov'er Unconditioned Space 1044 19.0 0.0 49 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent v, th the building plans. Specifications,and other calculations submitted kith this permit application. The proposed systems hacc been designed to meet the New York Stale Fneruy Cons'crvution ('onstruclion COdC rcyuiremenis. When a Registered Design Professional has stamped and ,Signed Ihis page. Ihcc arc uUCSIMU, Ihnl to the hest of his%her know Icdge. belief. and professional judgntcnl. such plans or sp�ullenlinns ue it cnmph nne Xcill�s ('ode. o 7� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release Ie DATE: 01/30/04 PROJECT TITLE: THE SAETTA-NISSAN FAMILY RESIDENCE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall l: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] I. Window I: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] I. Door 1: Solid, U-factor: 0.1 10 Comments: [ ] 2. Door 2: Glass, U-factor: 0.340 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and Floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and semce water heating equipment must be provided. [ Insulation R-values and glazing U-factors must be clearly marked on the building plans nr specifications. Duct Insulation: [ ] Supply ducts in uncundiliuncd mics or nutsidc the building must he insulaled to R-R. Rrtnl'n duos in unannliliuncd :IIIICS or oulsidr the huilding ntusl be inallmcd Io R-4_ Suhplc duels in unenndilinned spaec,a must he insulated lu It-.ti. Rrlurn duce in 11111 011111111111e11 slma's Ic\ccpl htiscmcnlsl lm�l br i11,1161c'] I(' R huulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Erceptioa:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1, Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table /. Minimum Insulation Thickness for Circulating Hot !Vater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating RImOU(S Circulating Mains and Runouts Temperature( F) Up to I„ Up to 1.25' 1.5" to 2.0" Over 2" 170-180 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. Minitnam Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/12/06 Transaction(s): Reference Subtotal 1 1 Septic Permit-Operation - Resid. 4314 $10.00 Cash Total Paid: $10.00 Name: Nesin, Arthur 875 Gull Pond Lane Greenport, NY 11944 Clerk ID: MICHELLE Internal ID:4314 � r J. ApplicanU p Date. Owners Name:... '(J��' C 2eviewed: Architect/ Date C:ngitleer: 1 Submitted: SCTM #: _ Distrim 1.000 Section: 13 lock: Lot: Project 1 '/ Subdivision Location: �076 Ad ` Name: r Single&separate Required certttjcauon: 0 Req Iauing District: [ (Lot size: Actual: 7% 1 Lot coveragey'I'rapaa�'� 1 / � 11, C� Req. o/ (Side Yard i , P pried. [Rear Yard O Proposed j irfont Yud Proposed: [ z7! Project Description: -� C Permit . RFOUIRFD FOR REVIEW N.A. NO YES / Number Suffolk County Health-Dept. New York State. D. E.C. ---- Town Trustees Town Zoning Board approval: �-- Town Planning Board approval: - Flood Plane Elevation Flood Zone: i otes: 473 a J t 30� 765-1 802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �✓�1 �f� Lr DATE ?L10 � INSPECTOR TOP CHORD 2x1C #1/#2 :T2. TS 2x6 SPF 1650E-1.5EIRIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFP- : T3. T4 2x4 SPW#2: 20 MPH WIND. 30.00 FT MEAN MGT, ASCE 7-98, CLOSED BLDG, LOCATE I. HOT CHORD 2x10 SP SS nNYWHERE IN ROOF, CAT II, EXP C, WIND TCD'.-5.0 PER, WIND SCOL-540 PSF. WEBS 2x4 SPF #3 :142 2x6 SPF #3: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Circled numbers Indicate type of field connection requlred� see Schedule for connection loads and requirements, Tight fit is required THIS DESIGN APPLIES TO RESIDENTIAL CONSTRUCTION Between all members at the joint. Contact alpine for alternate Joint COMPLYING WITH IRC SECTION R301.2.2 FOR SEISMEIC Conditions (to accomodate nal lers and plates at member ends, DESIGN CATEGORIES A. B, C. D1 AND D2 And all field connections shall be designed by the project etc.) Engineer and conform to the home manufactures installation details. (F) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 2" WOOD TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. Warning: failure to provide proper field connections may !jY.IVL`OF MRs result in inadequate structural ATTIC LOAD (APPLIED IN ADDITION TO STANDARD LOADING) Performance. 's �O� SCQT7 1. 9CyG APPLIED TO BOTTOM CHORD: 30 PSF ILL) FROM 6-9-4 TO 20-5-12. Field connection schedule: o SCHURWAN 'SEA APPLIED TO TOP CHORD/COLLAR TIE: 5 PSF (DL) FROM 6-9-4 TO 20-5-12. maximum 1-Bd(lbs) notes: C(V')(. -+ NOTE: TOTAL OF 40 PSF LL (30 PSF ADDED +10 PSF STANDARD) BETWEEN TI I axial. shear -t-tension load. w KNE EWALlS. `Ate 0 1 1 450t / 6z7c[ Na. 32020 `P`G r•C y --I -design connection load. - ��NDEq '9 Q 2 535t / 667c 32 -design connection for Combined c0 GISTE`y�G��4r� Y Q3, 3 !, 134t / 257c1 901 axial . Shear Todd shown. G 4 18131 / 145cl --1 SSS/ONAIENR' 3 n o Additional connectic, requirements: 3 3 9 Type 2my -collar tie T3 T4 C)ay lap Cop chord. Z Special field connection requiretl, j j�� Type 4 special field Connection Ell 4s \ required between chords at marriage Wall. 2". W2 2 U. (- �� y LOADING DESIGN CRITERIA 12-10-10 T2 T5 9 sTsai CGDE = ASCE 7-98. �FFSSIO„�� GROUND SNOW LOAD 55PSF @ 24" OR 82.5PSF @ 16" OR 110PSF @ 12" 28HPMH-18(F) \� SNOW LOAD EXPOSURE CATEGORY B (PARTIALLY EXPOSED) 28HPMH-18(F) Di EXPDSURE FACTOR Ice) - 1.0 THERMAL FACTOR (Cf) = 1.0 7-6-0 IMPORTANCE FACTOR (1) - 1.0 THIS DESIGN HAS BEEN ANALYZED SEPERATLY 28HPMH-18(F) O� FOR BOTH BALANCED AND UNBALANCED LOADS 28HPMH-18(F) q 13-8-8 ALT. LOAD @ 12. O.C. ALT. LOAD @ 16" 0.1. � 1 4 --- 1 TC L. 63.8 PSF TO L ------1-6-01 48.8 PSF 1- 0 TO DL 20.0 PSF TC OL 15.0 PSF BC DL 20.0 PSE Bc DL 15.0 PSF (X) 4X8(01) (X) BC LL 20.0 USE BC LL 15.0 PSF �' ---.-- ------ 6-7-8 13-7-8- 4XB(D1) 7-0-0 7-0-0 TOT.LD. 123.8 PSF TOT.LO. 93.8 PSF 6-7-8 14- -0 6-7-8 I 13-7-8 13 8 5-7-8 (%) OPTIONAL 1/B" % 3 5/8" DADO MAXIMUM, OVER SUPPORT, 27-3-0 Over 3 Supports PLT TYP. HP288,WAVE TPI95 R=1692 U-562 W=3.5" R=1332 U=408 W=5.5" Design Crit: TPI STD p R=1693 U=562 W=3.5' 'NARN ING' TRUSSES RED 10.E EXTgEME CARE IN iAORI CA TIO x, NA NpL IHG, 6.00 NI 1 IY Scale 25"/Ft. `B RAC,xG. gEFFR To XIB-91 SHIPPING. INSTALLS.o ANP O - - (NAM SUITE INST A LL IryG ANp BRACING . PUBLI SX Ep BY TPI (THUSS PLATE ��� T L L 3 1 9 P S F r- INSTITUTE. 50] p'o NOFA10 pP LI SUITE ]00. NAp ISDN, MI ....E), FOR SAFETY PRACTICES PRIOR'T REF R7433- 51381 STRUCTURAL TAE BE FUNCTIGXS. UNLESS OTNEANISE INDICATED, TOR CHORD SMALL HAVE PROPERLY ATTACHE p STRUCTURAL URAL pAxELS. BOTTOn CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. REG'1 O L 1 D.D P J F DAT E 'GIMP OR TANINC FHA NI SN A CDRY OF THIS OF SI Gx TO THE INSTAtLAiI OX CpNTgA CT OR. ALpI ryE FNGI NEE 04/3 D/D 3 BUILUC TS, INC. SMALL COT BE Rf CE NSIRLf FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE F AMAL A L P I N E 9UI O THE TRUSSES IN CO THIS DESI HI TN TPI. OA FABRICATING. HANDLING, SX 'PING, INSTALLING ^J ,/�^^ 0 PSF O R W MOUSR7433 0312001/ SPECIFIc4T10nUPU0L1 SNEpTBYSTXE SA MEA ICAXCONFOFORFSTTAN APPLICABLE A55 Oq PROVISIONS OF NOR TPR.OPTIONAL I�IV`1 WA BC LL 10.0 PSF MO-ENG /CWC CONNECTORS ARE MADE OF IDGA ASTM A653 GR40 GALV. STEEL, EYCEPT As ACTED. APPLY CONNECTORS ENGINEER EACH FACE OF TAUSS. AAO UNLESS OTMERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER TOT.L D. 61.9 P S F AIP UIC En�lp C¢¢d PTpollC[5,(n0. ORAVIxGs :GO a�2. inE SEAL Ox Trvli IRANI INDICATES ACCEPTANCE OF PgpFE5S1OAAL fNGIXEERI NO.38799 QQ3'7DRZ73- F OREarth Cry,MO 63045 COMPONENT FOR Y ANY L PART AREHUIOL pI HGUSS OII IS IN ETRE$OXSI BI O1IiTY pF iXE BU IL ON. THE O XG'OFSIGXE NYE p ER TNI$ \ DPACING. 1. 15 9M RED"NPI 1-1995 SECTION Z. SPACING 24.0" Rel -39 SCOHS CAV E OCLEAN AND Ai YS,-)EC Application # 1-4738-03158/00001 DISaPPRQ i f. EXCAVATE TO CLEAN SAM ty'M7-IKSTALL 6ETAL hSr VISA T)" AS R£OURM TO PROTECT ADJACENT PROPERTY OlAfrYK SANITIYIT/�T,{r�A ° 'tr `: � ' 1 am tamMor W#h IM STANDARDS FOR APPROVAL "8 ' 9 ado AND CONSTRUCTION OF SUBSURFACE SEWAGE SURVEY OF PROPERTY N •5 *&"ry DISPOSAL SYSTEMS FOR SINGL E FAM1L Y RESIDENCES and wit/ abide by the condllions set forth /herein and on the AT GREENPORT permit la construct. TOWN OF SOUTHOLD PROPOSED SEWAGE.' DISPOSAL SYSTEM - SUFFOLK COUNTY N. Y 6 POOLS 2' DEEP WITH 3' SAND-J L4UAR _ The locations of watIls and Cesspools OF .P.S/000 L. PRECAST TO BE 2" ABOVE GR[.E. ' COUNT.r ,��•.- - e- from Held observations 1000-35-04-7.4 & �i2 4 a. ri�RTPdENT OF HEAL T#�rV4G�t to alblatned from others. SCALE.' 1'=40' PERMIT FOR A.PrRO:VML OF CONSTRUCTION FOR A DEC. 3, 2002 F .�3IDENCEONLY Test Boring VATK)N INSF'�CTlOt•! REQUlFi6D �1 FOS SANITARY Dec. c002 DATE / (g�� ', ? n BY Fi ?i rri t PA3�Th?£PJT July /f, 2003 01ev/slons) ' D s,? SUBSURFACE SEWAGE DIAL " No. ,\ �� "�� 'ao3� Mixed Sond - ' wd Loom r�� Oct. 8, 2003 (revisions) SYSTEM DESIGN PPROVED �e �qK�L � & � e OCT. 16, 2003 ! revWon I 6.6 -.�i t -_ BY, JOSEPH FISCHETTI, S ,qWater in Mixed HOBARTROAD FOR MAXIMUAi OF — 3 — BEDROOMS _ TIDAL WETLAND VEGETATION BOUNDARY DETERAAWD Sand 8 Loam BY DEC TEaNCAL STAFF 9/17103 r -- -I 531) 765D, N.Y. l!9EXPIRES THREE YEARS FROM DATE OFAppROVAL Water A, Grey ! (63/J 765 - 2954 Clayey Sand SCI12, S Boger in Browr1 6� N/p/F pRgT ea9 PT SOT COVERAGE AFTER CONSTRUCTION 80 16' ------------} )000-35-04-7.4 O Water In Grey 1 2265//6772 = 14% Otcanic Cay OLI P N e , - EXISTING DRIVEWAY TO BE REMOVED EXCEPT •0 0 ��O' wo'rr r gp.d WHEN UNDER NEW DRIVEWAY Cover sand � Sc 2s - -- { CERTIFIED -0• N� tV �,r titi�y ` vim I W,ter n B•. ELAINE NESIN �O�r r �Gyq� )����� 15• Fine 1; Coarse C I Swd SW i 32 _J NORTH RD. (SR 25) ; ; 110' pari ., '9 bo 12/05102 9 AM. _ _-__ .. N w M• (j0 > f Ery. 1000-35-04-7.4 � 06 pow e4e- ,. ��y� : •fes �, AREA=16,772 S F. TO TIE LINE �"'�. a }' ' P . ��.Pw� r 35— 40 ..�•.,+. 'Of/ rW rya . Sf �S/WY' y r• 1000-35-04-28.22 a V AREA=7,005 SFPOr TO TIE UNE . y �1..o . c ` 4y . ol �A- , 10t)) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 4w�'$ and will abide by the conditions set forth therein and on the -'may J b{ �iF M 0 S60' permit to construct. �\ 1 �� 6,0� Tc W R The location of wells and cesspools shown hereon are 1 y� 6 N�0 J/6 from field observations and or from data obtained from, others. `b pF NEW? ANY AL IERATION OR ADO/TON TO THIS SURVEY IS A VIOL A77ON Bf Abandon, �nnt of existing sanitary system �s F Ays (Y40 '�� to be witnessed b 5 a� roF y OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW 4c'+oo�t a-)Pr atf y Health Department EXCEPT AS PER SECTION 7209-SUBDINSION 2 ALL CER77FICATIOAIS 9. ,Ir SS S'iw 'yE: �� NER£ON ARE VALID FOR THIS MAP AND COPIES 7HER£OF ONL Y IF 3i?IORay 4 STy�4TER k� ` Y.5*L NO. ` 49618 SAID MAP OR COPIES SEAR THE IMPRESSED SEAL OF THE SURVEYOR v0 SE� ST�✓�xxTJqtk� WHOSE SIGNATURE APPEARS HEREON. <a9F,lcf ` \ Pt c I - x ) 765-1797 EL EVA AONS REFERENCED TO N.G. V. DATUM p O B 49e. oCoot Z,-,, .ins F�v�g � ',#yr 0 34olC.5 Cell 76, 1230 7R �BFIf�Yk � SOUTHOLD, 71 02-337 01AAi�e` SCOHS ReI. R10-03-39 NYSDEC Application # 1-4738-03158100001 EXCAVATE TO CLEAN SAAR fSW7-1NSTALL METAL h5e. SHEATHNG AS REOLIED TO PROTECT ADJACENT PROPERTY DtMMVI' SAAITARY NSTALLA77= fin.flr. el re..t / am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE SURVEY OF PROPERTY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES e5 f6B P" AT GREENPORT ,ap,',� and will abide by the conditions set forth therein and on the of perm(/ to construct. TOWN OF SOUTHOLD PROPOSED SEWAGE DISPOSAL SYSTEM SUFFOLK COUNTY, N. Y. 6 POOLS 2' DEEP WITH X SAND COLLAR The locations of Wells and cesspools 1000 GAL. PRECAST SEPTIC TANK, BOTTOM shown hereon are from field observations 1000-35-04-7.4 & 28.22 OF L.P.S TO BE 2' ABOVE GROUND WATER. - and or from data obtained from others. - SCALE: 1'=40' DEC. 3, 2002 De,. /O, 2002�revl>" Ij) Dec. 17, 2002 (test boring Test Boring a, el s,z NOTE, Jan 1' 203 evisiosro� July lI, 2003 (}evisions) Mixed Sand SUBSURFACE SEWAGE DISPOSAL Oct. 8, 2003 (revisions) and Loom SYSTEM DESIGN OCT. 16, 2003 t rev/slan ) 6.6 el l a By, JOSEPH FISCHETTI, P.E. SEP. 14, 2004 (foundation) Water in Mixed HOBART ROAD TIDAL WETLAND VEGETATION BOUNDARY DETERMINED 7' Sand 8 Loam SOUTHOLD, N.Y. 11971 BY DEC. XECIMCAL STAFF 9/17103 Water in Grey (631) 765 - 2954 72 Clayey Sand SC N Way"nn Brown LOT COVERAGE AFTER CONSTRUCTION tt' /o�F p 16' 1000-35-04-7.4 80 6 \ RgTO Water in Grey 2265116772 = 14% n� S 18 Organic Clay OL EXISTING DRIVEWAY TO BE REMOVED EXCEPT SSMP�N 6.0120 0. Water t in Grey WHEN UNDER NEW DRIVEWAY G� yNG� N6 F icy CERTIFIED TO• CSI W vrer) �°y�y�� .Iy' % 98 zs ELAINE NESIN Water in dr. ( o�bp O CpEE,O���� S x� � 7p00\1�t90.5f C9N Fine to Coarse Sand SW NORTH RD. (SR. 25) 1 00 ss4y• A9l 32' �pf�� f� g.t vv "�0 00 F 282? 0 12/05/02 9 AM. 10 MN• _ Bp \ n n Y „l0 E h5 �N o ZoN� n B�vfgD \\F 7 y,0 1000-35-04-7.4 6 � 6.01 1�1 ��`" f�� y�/ � AREA=16,772 S.F. TO TIE LINE 9- 0� 2 f°ZS moa �'100O0'►�7'� \�yLy 1000-35-04-28.22 >�'9, Q °a°f E�. '6 i r AREA=7,005 S.F. TO TIE LINE `mss L4� - I a`` s 2so o y�,lyiaov a- y9• ; ,6 v+• f am familiar with the STANDARDS FOR APPROVAL e` O"ly / n l `oN\ MN. 0� , Qo 60) AND CONSTRUCTION OF SUBSURFACE SEWAGE f , . �1' oo 165 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES OI fx���ce / � 155• and will abide by the conditions set forth therein and on the 444�yy 740 1.0 DSK` �OFNFKyO permit to construct. '5DAA °jNQ a 6'01,20 03 NGS y) gN1.MET?�gT The location of wells and cesspools shown hereon are \ ��lJ L9 tee` 56 N/G v e * p from field observations and or from data obtained from others. C a� p,b ANY AL7ERA770N OR ADDITION TO THISSURVEYIS A VIOLATION \ t'V <� OF SECTION 7209 OF THE NEW YORK STA7E-ED_UCA77ON LAW. AC'9DOG CS FRES gCgNT- 4b.496AS EXCEPT AS PER S£C77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS 'Q ,y SS Ta Hip\ J, / O LAHO SV SAIDHERON MAP RE VALID FOR OR COPIES BEARS MAP AND THE IMPRESSED COPIES SEAOFEOF 7HEONLY IFSURVEYOR 3/?T a`?Sy 4y0`rs'9fF F T SFT<,q �- 4 6 "� N. Y.S. 0. 49618 WHOSE SIGNATURE APPEARS HEREON. a'Q8'gry F F FF� �a (631)PECON765 5020 0 FAX (631) 765-1797 ELEVA77ONS REFERENCED TO N.G. V. DATUM ON o� P.O. BOX 909 e^+ 1230 TRAVELER STREET n�7 cnrirunrn ev ++n�+ SCDHS Rel # RIO-03-39 NYSDEC Application # 1-4738-03158/00001 EXCAVATE TO CLEAN SAAV (SW-INSTALL ACTAL hse ShEA THINS AS REOIARED TO PROTECT ADJACENT PROPERTY DtNW SANTARY NSTALLATM fin.Pr. el Ml / am familiar with the STANDARDS FOR APPROVAL el a {' 'P'"' AND CONSTRUCTION OF SUBSURFACE SEWAGE SURVEY OF PROPERTY N ;1 E.d.., •� '� DISPOSAL SYSTEMS FOR SINGLE FAM/L Y RESIDENCES A T GREENPORT "`' and will abide by the conditions set forth therein and on the _ _ M TOWN OF SOUTHOLD permit to construct. PROPOSED SEWAGE DISPOSAL SYSTEMSUFFOLK COUNTY, N. Y. 6 POOLS 2' DEEP WITH 3' SAND COLLAR The /OCOIlOnS 01 Wells and cesspools 1000-35-04-7.4 & 28.22 10 0.PAL. PRECAST BE 2' ABEPTI TANK BOTTOM Shown hereon cre from field observations and or from data obtained from others. SCALE: 1'=40' - DEC. 3, 2002 r ._._.. 7F-H' AlT ':;SERVICES_ _ Die. /O, 2002�/'erVrony ) Y FCR Dec. 17, 2002 (test boring -)0-123 2003 //r'ev:sic 7 Test Boring NOTE, July ll, 2003 (fev/s/ons) O• e•z �Ys_2.QQ6. ���=� -0039 Mixed Sand SUBSURFACE SEWAGE DISQSAL Oct. 8, 2003 (revisions) and Loam SYSTEM DESIGN - arta„p L.:�;t OCT. 16, 2003 ( revision ) 6:6 t'e BY, JOSEPH FISCHETTI, tlwcue SEP. 14, 2004 (foundation) Water In Mixed HOBART ROADTIDAL WETLAND VEGETATION BOUNDARY DETERMINEDZoo{ 7 Sand 6 Loam SOUTHOLD, N.Y. 119 / BY DEC. XECHAIICAL STAFF 9/17103 July /J`�r 2005 (1901 ) `_” Jan. 31, 2oaly Water In Grey (63/1 765 - 2954 ��— ( ) Clayey Sand SC G%Sf 12' Water In Brown .__LQ.T. QVA fjq, pR Bog Pr ----- 1000-3 0�7=T.7----.�._ 80' "9T0 Is• Water In Grey 2265/16772 = 14% N 0"E S6j. Organic Clay OL L Z 30• le' EXISTING DRIVEWAY TO BE REMOVED EXCEPT SSM Water In Grey WHEN UNDER NEW DRIVEWAY . 11 G) N6 F Clo ey Sand 0� WN s r) ti� FO 2sC CERTIFIED TOS N/ (0 " O�c s �'' 1°��� 9B 1S' w^ler in Br. ELAINE NES/N X610• �OEE �o�'o- °°I39r>�f C+ Fine to Coarse 321 , Sand SW NORTH RD. (S.R. 25) 1��0• & vv S664900+ ° S'°�,e''�r'QL 12105102 9 AM. 0 M• '` / By ' Owi� q,5• \N 0 ,.n ��NF. Qee�F.lO \\Nf 1 p.�� .012 �. FE +. 4E 1000-35-04-7.4 10��7•`} AREA=16,772 S.F. TO TIE LINE s "� fc s ?s'Oo- 0035 ° > 10, oy cQ Gj� 1000-35-04-28.22r+o AREA=7,005 S.F. TO TIE LINE `�� - i�, 79 1>'f "9, sem.. o h ON ��. W e.0 o- I am familiar with the STANDARDS FOR APPROVAL e�"`°'ir i " t("She a o" SO M H X65. 65 O0 AND CONSTRUCTION OF SUBSURFACE SEWAGEI` {a^oe ne - vis 71 N DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES QU ecx�F% 1 �s°Lbnirs� ` 155' SrC\ rn and will abide by the conditions set forth therein and on the ll 'FRNw� 40, permit to construct. AJ� w"meq 6 '20 � RV _ / fe The location of wells and cesspools shown hereon are l.9jjr� " ' \ 56 .01N/0 (OWyI� �° tSOF +v from field observations and or from data obtained from others. ANY AL7ERA770N OR AD017ION TO 7HIS SURVEY IS A WOLA77ON OF SEC770M 7209 OF 7HE NEW YORK SrA7E EDUCA7701V LAW. gCRO Uq< SFS CANT 7E HEREON ARE EXCEPT AS £VALID CFORN 7H1S MAP —SUBDIVISION S 774EREEOFnONLY IFS 2j•Qsy h'E° hE` rFq� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 3/ a3 qN0 p 9FFT rTT(q PECONIC U Y S, P. WHOSE SIGNATURE APPEARS HEREON. 4ORFn,CN tl r lac (631) 765-5020 JPf, 7 ELEVA77ONS REFERENCED TO N.G. V. DATUM y R \� o� P.O. BOX 909 ee,A 1230 TRAVELER S7R ry F[ooD ZONES A-,eor1 F'b,q At 36105 C 017(0 G 514198 SOUTHOLD, N. Y. 11971 I PSI (-i TE : K 1 Er' , AND :" '+)FF •Slf!fd:<,' :i 11C PaF ' I TIICIL t SVVlldl:� ''SIC II_ ` , al''1=1_ s DEPARTNENT OF STATE F'Lz.f.'c, ARE ^! +.I_,MI-'-IA. II_ L. v`ll II _,II .; cogrbji►uysahl, 1',iF_UV 'r'L' :I< ;)V-' IF il .� ry. ' 11, q( I I ; I ILII _ ALBMY.7rIF'1OW40i II . Ic`' II 1 F Stamp of Approval for a.System, Model or Component �IIIG_E F ? kA, I '+ C1ddcLL `l, , 'I, T' �I_ ES; a,rnFa -=a-a�� rtoo5a TH_ 1 r,F.0 DCPIiCG FL _I!' 1 ti Il ,a _ Application No. Mantrtacturer'sNo. pate i#ppYAvAt. Thwappmval�appMaaeunM�thoa9cw�preNswth�hoiwyac- _ PA_ pmdMWn9.Ihat areMncetednnd aaanbIedetih&k4dQty mamAlltl , _ approval shay-trot relieve othem ret frd7ni6gpnrbANy tdr ano,s o1on from dle v ,TCI vc THI5 15 A DUPLICATED ORICSINAL 5T4MP CF APFRPOYAL PER (5pction 1''P1U ( r))"'^ ALL PLUMRIN„ - ,TE CERTIFICATION OF &WATER LINES NEED NAILING &CONNECTIONS TESTING BEFORE COVERING REQUIRED. IiCONSTRUI NSHALL ME THE REQUIREMENTS OF THE ANu=AGTURER ARPRG1dL E: .a _ F : fF ;`fr= Tt'.; F(vM a6R' CERTIFICATION SES QF NEW YORK STATE. CNDITION4 ON LAb CONTENTBEFORE �en R G 818?E SAPFRG✓AL N='.II� TI- �lJ � -h :: h'C_ / ; ..;:f t ' CETIf? ,7E0 PANS DONOrF90CEECW� Nu ER rcce. -r:-co: - T ; -:)'= ; 'i '(-` . ' hY•: - F ..''':1 `F.-:. S��o � TER FRAMING UNTIL SURVEY r w : Y NOFFQUNDATLOCATION T-11RD cRT� N�FECrON L=& OT HAS BEEN APPROVED. RA 100E. !NCE::RD�iEY NHF(�� (�•�``. ., F"G��UZ(T D. P.o. BOX I�;SI ; ( APPRQV'rrED AS NOTED ELKNART 'N 4(05':5 '-I J DATE: 630 T B.P.s 6 - 3 oRGWING INL7E.c I r' �_�.•^ y , h FOR STATE 4WIF' g� DIS DEPARTMENT AT TIT LE: 785.1802 9 AM TO 4 PM FOR THE .. : -:-•'' , ,.. FOLLOWING INSPECTIONS: _ -- COV 2-R .NEE- - _ - , � r r •' " 1. FOUN ON - TWO REQUIRED F-+�E GN !aer•IERf`.I. Nor-, l.- t ..:: , h ✓ T -I i-_;.:,`T � .�I U UNLAWFUL S. NSU QED CONCRETE —, 2. ROUFORa FRAMING & PLUMBING I FOUNCAT 0]N F_.-,N �- G: cif I I-,r_,�L.:' co a WFUL L" .. 11 `?�'aH ' r� . 1. FWAL-' STRUCTON MUST FsT FLOOR PLAN - c: L.J . r :.L r�c.�l� 9 OUT CERTIFICATE BE COMPLETE FOR C.O. :ASECOND FLOOR ALAN =,T� N{- Nr ( ;-4c''C,. i- . ; FALL CONSTRUCTION SHALL MEET THE E iw:CR srEr,RS OCCUPANCY REQUIREMENTS OFTHE CODES OFNEW 9 FRONT ELEvA?lON YORK STATE. NOT RESPONSIBLE FOR —C c; U:E C:P'C.'J= DET4CHED ONE-AND-TWO-FAMILY" DWELLINGS = - DESIGN OR CONSTRUCTON ERRORS 3A DEFT t RIGS-ITC ELE✓ATIGN I �Cr, o � r 3E REARELE'dATION MIULTIPLE SINGLE-FAMILY DWELLINGS CTCUIN HOUSES) 4 jCROES SECTION c. ' CON?T�'U�TION TY F°E 5A F� 5:.'.. / I ' HIGH WIND DE51GN SALES,SERVICE 5 FIR=5T LCOR ELEGTRIC4_L_F--4,N / MANWArTURINCe X95 UFCMI 1t100D FRAME GONSTF?CIGTION ---�5A I'- FC i,.'- FLOO$Z F,FCTR CAL P.-AN O ES r N, .,'�AGS 9 9t4utFx Induetrl4l Park T - M4NL 41_ FOR ONE AND TWO rA�11 7 Taylor, Penneylvanla 1651"1 i 6 ' FLU;^EIING L�'.1'OU7 'i I HIGH WIND EDITION CH41"TER 3 5 U N vlslT us oN THE u926: PREa�FIPTI ✓E DESIGN IM DESIGi PREc�J�c 7 6UILDINCs SYST COMPLY WITH CHAP `4fl� 9 DE51CzN CODES — . RPI T C (; . E OF IJEU `rGRk S 4TE coNTenrs. Nr sour►t�LDrownlcopE. _ PA�FS Res CHECK O,.- SEH , V i -,� F fel- nr>c (,r "17W 1 C,RK ,. �',TF NEW YORK STA�RW�ITERSCEF¶FlCAM- IPA4r�5 I45�ECION C:-IECKLI5' .. t.�°TINCT ( (rr'C v' NC(� v "�, J" � k RED -�RF,D ' 30 Pyr live ( -EE1 IND E-6. � r > �� , C ; c .F . COVER SHEET I C H_ ! C L CME O Nk,L 70�2K �7M _ I ' lE p5P d_ad load' . L\I F-,—G f C.NSf r�'/� f ON CON-.')TF;I ," N UNIT Ng. oRN Pis ami 5HEEr No. TOTAL NUMEER OF SHEETS IN COMPLETE SET I•=I' -1J SEISM'C. CODE OF NEW PORK r31 ATE LATE -3m-04 . - - �'° I,I:,° IrJ ,l� �+, I > C, 4007 COVER 'TCe SIhELD -) ,Ds�^{MEr�i Rl� Rev SHE DATE RRTAIN STORM WATER RUNG PUpgU1WTTOSECTION, 0-1GG Of TW TOWNCCIDE '„ GENERAL NOTES OAPCBy' FOUNDATION PIAN f5HEET 11 4, ALL BREAKS IN MATING WALL AND OR FLOOR/CEILING TB. PULL CHAN EIGHT LOCATED IN ATTIC AREA 15 16 WHEN DISHWASHER IS PROVIDED. DRAIN LINE AND P-WAP 10, AIR CAPS IN PLUMBING SYSTEMS, ANS A112,12-1991. 'PATE; ASSEMBLY SHALL BE FIRESTOPPED PER R6028 SUPPLIED ANO INSTALLED ON SITE BY OTHERS. 1. THE FORDING SYSTEMS SHOWN IS NOT PROVIDED DE ARE THROUGH AN A AND DISHWASHER SHALL DISCHARGE H SUN BUILDING SYSTEMS INF ANO MUST BE DESICNFD 5. ALL HEAT ACPRODUCINGSERS I STALLATI 51 TALL BE INSTALLER 19. y OTHE pISCONNECi AT E%WPIOR IS ON SITE DISCHARAN APPROVED PIR GAP DISHWASHER SHOULD NOT 11 GAS INPUT HF 75.0 VOLUME 1 AUTOMATIC 510198E TYPE BY A REGISTERED PRO AL CODE ,ENGINEER T PER MANUFACTURERS INSTALLATION AND PER CHAPTER 14 BY OTHERS DISCHARGE INTO GARBAGE DISPOSAL WITH INPUTS I )5,000 -85, 21 LES$ -21.10.1-1984 WITH SHE CONDITIONS. WPI LOCAL CODE 4 REQUIREMENTS AND OF THE RC-NYS-2002 20 IF APPLICABLE WHIRLPOOL 15 TO BE WIRED AND 17 SHUTOFFS FOR FIRST FLOOR MB5 SHOWERS AND SECOND ADDENDA ANSI -21.10,71-85, 221.10 10-06, SIZE CONgilONS. PER CHAPTER 4 OF THE RC-NYS-2P')2 / i 2 THIS FOUNOARON DRAWING 15 NOT A BINDING 6, ALL INTERIOR KNISH MATERIALS SHALL COMPLY WITH BRANCH PER TS ARE MANUFACTURER INSTRUCTIONS. FLOOR BATH GROUPS TO BE SUPPLIED AND INSTALLED 12 GAS WATER US AND VOLUME 3. CIRCULATING TANK. DESIGN AND 15 PROVIDED DAILY i0 SHOW AN CHAPTER ) AND SECTION R318 QF RC-NYS-2002 21 BRANCH CIRCUITS ARE IDENTIFIED ACCORDING ON 51TL BY OTHERS INSTANTANEOUS AND URGE AUTOMATICNSI221 STORAGE TYPE, TO THE 1996 NATIONAL ELECTRICAL CODE SECTION 221.103-1984 WITH ADDENDA ANSI 2211D.JA-89 -11.10.38-B5 ACCEPTABLE MEANS OF SUPPORT AND SPACING OF ID. CLCANOUTS ARE INSTALLED PER SECPON 708 OF 111E MAIN GIRDER COLUMNS ANY ALTERNATE FOUNDATION HEAT N 11EETS 5 AND 50) TYPICAL AND MLL NOT NECESSARILY CORRESPOND i0 PC-NYS-2002 13. PFLIEF VALVE AND AUTOMATC GAS SHUT-OFF DEVICES AND ACCEPTABLE HD ME LOCAL BUILDING OFFICIAL, TYPICAL SCHEMATIC SHOWN HOT WATER SUPPLY SYSTEMS, ANSI Z21,22-86 INCLUDING ANY PROVISIONS FOR BULKHEAD E%ITS. 1 HEATING SYSTEM DESIGNED WITH AN INSIDE TEMPERATURE 22. ALL RECEPTACLE OUTLETS SERVING KITCHEN COUNTERTOP - HP ALL MATERIALS ,PLUMBING FIXTURES, AND EQUIPMENT SHALL IS SATISFACTORY, SUN BUILDING SYSTEMS INC, ASSUMES OF ITOT AND AN OUTSIDE TEMPERATURE OF -B'F SHALL BE GFT PROTECTED. COMPLY NTH ME PC-NYS-2002 AND RC-NYS-2002 14. WATER HAMMER ARRESTERS, ANSI/ASME A112.2IIJM-84, NO RESPONSIBILITY FOR FOUNDATION DESIGN OR WITH 15 MPH WIND. 23 ON CAPE MODELS A .NNCTIDN BOX WILL BE PROVIDED 20 ALL PLUMBING INSTALLED IN PLANT SHALL BE TESTER 15, VACUUM BREAKERS, ANTI-SIPHON PRESSURE TYPE, CONSTRUCTION - 2 FACTORY INSTALLED INSULATION SHALL BE INSTALLED TO TO ACCOMODATE A SERIES WIRED SMOKE DETECTOR PER CHAPTER 23 OF RIE RC-NYS-2002 ANSI/AME 1020-89. 3. DESIGNED WM A 45 PST SNOW LOAD MIN UP 10 COMPLY WITH MCC-NYS-200 AT HOP OF STAINS PROVIDED ON SITE RY OTHERS 21 IN PLANT FIXTURE DRAWS AND ALL OPEN PIPE SHALL BE 16. SEAMLESS COPPER PIPE, STANDARD SIZES, ASTM 842-93, BS PSF WHERE ARA LABLE. 24 RANGE HOOD AND ENTER EXHAUST TERMINATION SHALL BE PROTECTED OR CAPPED AND LABELED FOR TRANSPORT. 4. A THOVI" MIN. DRAWL SPACE ACCESS OPENING PER M3p69 3. iHERMOTING ARE 5F IQ 557ABLE FROM ADI45T TO 651 PERFLATION 9F CRAWL SPACE IS ON SITE BY BUILDER FOR HEATING AND 951 TO 65F FOR HEATING AND PER MANUFACTURER'S SPEGIPCAPONS 22 PLASTIC PIPING SHALL BE PEN PIPED ASE 1/16 INCH 17. SEAMLESS COPPER WAIF.RNBE, ASM 866-93 PER R408 k LOCAL CODE (RC-NYS-2002 k Nl}NYS-ZOO-) COOLING. 25. ALL ELECTRICAL 60%ES WITHIN A PRE SEPERATION WALL (15 BARGEE STEEL NATE MIEN PIPE PASSES THOU MWOOD EMBER 18. THREADLESS COPPER PIPE. ASIA BJ02-9Z. 5. SUPPORTS (PIERS OR COLUMNS) SITALL BE LOCATED AT 4, INSTALLATION OF GAS VENTS SHALL HE INSTALLED PER SHALL COMPLY WITH SECTOR R32L3 (RATED PENETRATION MEMBERS LESS THAN 1 i/2 INCHES FROM EDGE OF MEMBER AMC 19 SOLDER METAL, ASW B32-93 MARRIAGE WALL PER SPACING ON SHEET 4K MANUFACTURER'S INSTRUCTORS AND PER CHAPTER 5 OF OF THE RC-NYS-2pU) EXTENDED A MIN. OF 2' ABOVE A14D OR BELOW PLATES PER Lie;P2603,21 OF THE RC-NYS -2002 20 PVL DI7B5-91FC-NYS-2002. 76. PANEI. BOXES SHALL HE LOCATED ON INTERIOR FOUNDATION5. FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH WALL IF LRAWSPACE OPTION IS USED. PANEL BOXES 23, JOIST NOTCHES SHALL NOT EXCEED 1/5 OF JOIST DEPTH ANDFLOOR PLAN (SHEETS 2 AND 20) THEIR LISTING, MANUFACTURER'S INSTRUCTIONS ANO SMALL BE LOCATED IN AN EXTERIOR WALL WITH SHALL NOT ODOUR IN MIDDLE 1/3 OF THE $PAN. HOLES SHALL WPER CHAPTER 10 OF THE RC-NYS-2002. CHAPTER 5 Of THE ACCESSIBILI IY IN ACCORDANCE WITH THE 1893 N EC. NOT EXCEED 1/3 OF DEPTH OF MEMBER.ANO MUST OCCUR A A GENAL N HE U E E U!1. SWNGHNG p00R5 MEET OS CFM/SF MAXIMUM FC-NYS-2002 AND ECCC-NYS-2002 MINIMUM OF 2' FROM EITHER FORT PER R502IT OF THE INPETRA110N O 25 MPH WAND (156) PSP) 27. COPPER CONDUCTORS SHALL BE USED FOR ALL ELECTRIC RC-NYS-2002, 1 WINDOW AREA OF HABITABLE SPACE (LMNG, DINING, �C2 WINDOWS MEET 0.37 CFIDIF SASH CRACK 6 COMBUSTION AIR FOR GAS FIRED SPACE HEATING EQUIPMENT WIRING INCLUDING KITCHEN DINING IF NO OMEN DINING & i SHALL COMPLY WITH CHAPTER 3 OF THE FCC-NYS-2002 24, AIR ADMITTANCE VALVES PER SECTION 917 OF ME PC-NYS-2002, SLEEPING SPACE) SHALL BE SX OF FLOOR AREA FOR MAXIMUM INFILTRATION O 25 MPH WIND ACTUAL 28, ALL BRANCH CIRCUITS THAT SUPPLY 125 - VOLT, SINGLE p5 B' HIGH FIBERGLASS SHOWER k BATH NATURAL LIGHT WITH 4% OPENING FOR VENTILATION INFILTRATION LEST BY PR = Go4 7 BOILERS, PUMPS. COMPRESSION TANKS. FURNACES AND FANS PHASE LS AND 20-AMPERE OUTLETS INSIALLEO IN DWELLING (WITH SHOWER) WALLS OR 0' MINIMUM IF NOT VENTED MECHANICALLY 1D EXTERIOR, 3, SLIDING DOOR MEET 0.5 CFM/SF MAX ARE SUPPLIED AND INSTALLED UN SITE BY OTHERS, THEY UNIT BCORROMS SHALL BE PROTECTED BY AN ARC-FAULT HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY FOR BATHROOMS A: TOILET ROOMS SHALL HAVE A MINIMUM $HOURS BE SIZED IN CONJUNCTIOM MIN THE BMP LOSS CIRCUIT INTERRUPTER LISTED TO PROMS PROTECTION SITE APPLIED TILE 5HIGH MOISTURE RESISTANT GYPSUM WALL OPERABLE ARCA OF 1-1 2 50 FT, J 50 F1 FOR d d INFILTRATOR 025 MPH WINO (L56] PSF). FOR THE HOUSE AND INSTALLED BY QUALIFIED PERSONS OF THE ENTIRE BRANCH CIRCUIT PROVIDED IN FAL TORY KITCHENETTES & KITCHENS (60 SO FT OR MORE) SHALL m (TEMPERED GLASS) r e ME (MINDENS, UNIS SUPPLIED ERA AND INSTALLED ON SITE BY 29. CARBON MONOXIDE DETECTOR SHALL 9E INSTALLED ON LOWEST 26, 110MZONTAI BRANCH VENT PIPING SHALL BE INSTALLED NOf LESS HAVE 4Y. OL ROOT AREA OPENING FOR MINIMUM [Vli 4 DESIGNED WITH P 45 PSF SNOW LOAD MIN. UP TO OTTERS, UNLESS OTHERWSE SPECIFI[D, NO PROVISIONS VENIALATION 85 PSF WHERE APPLICABLE LEVEL CONTAINING STR CTIO ANp IN ACCORDANCE TO IHC THAN 6' ABOVE THE P.H00 LEVEL RIM OF THE HIGHEST FIXTURE ARE MADE EOR PS LOCATION (LE FRAMED OPENINGS) MANUFACTURER'S INSTRUCTIONS O5 li SHALL BE Lfil:PTEA III SERVED IN THAT pPAMpI 2 HABITABLE& SPACE (LIVING, CRENO INCLUDING DINING IN Y e 5 ALL WINDOWS MOR IG T, VENT UNLESS VN5 PIED BY BUILDER UCTS PRIOR 10 MANUFACTURING THE GENEP6 AREA OF THE BEDROOM(5) AND WALL IN ADDITION k SLEEPING) k RECREATION SPACE SHALL HAVE 4 REQUIREMENTS FOR LIGHT, VENT AND g ANY HEATING PIPES OR DOLTS INHMC UNHEATED SPADES SHALL MOUNTED 6 A.iF O NTNG TO TO PRIMARY EXITSPA AN EMERGENCY USE q EMERGENCY EGRESS PER SECTIONS RSDS k R310 B[ IC-NYS-2 IN ACCORDANCE NTH MC-NYS-2002 AND OPENING TO LEGAL OPEN SPADE OF 4 SO EI MIN. WITH ILLLCCCC B. STATE SEAL INSIGNIA SHALL BE LOCATED IN ECCC-NYS-5-02 27 BAT TUB$ CON. PUN A MIN DIMENSION N EU k A MAX 54-) HEIGHT OF 3'-B' f KITCHEN SINN BASE CABINET. 10 SEC TABLE 5-3 FOR AFVE FOR HEATING EQUIPMENT PLUMBING ISOMETRIC (SHEET )) D BATHTUBS INCLUDING LOW1GARDEN, WHIRLPOOL k HOT CUBS N2"). BASEMENT OR CELLAR 4'-6" 154') MAX 7 ALL DRAWIN% MEET REQUIREMENTS CONTAINED IN AND SEER FOR AIR CONDITIONING EQUIPMENT MAI 15 10 1 EACH DWELLING UNIT SHALL HAVE ONE MAIN 3' MIN, SHALL HAVE AN OVERFLOW 1 1/2" MIN 3 SPACES MEETING MIN HABITABLE SPACE RCOUIRMENTS THE RESIDENTIAL CODES OF NEW YORK. HE FILED INSTALLED BY OTHERS DIAM, STACK FROM BUILDING DRAIN TO 6' ABOVE ROOF 2B WATER CLOSETS - 16 GAL/PLUSH MAX (6D SO FT. & 7FT 6 IN HIGH) SHALL COMPLY WITH VQM n PER SECTION 9041 OF THE PC-NY5-2002 SHOWERS = Z.5 CPO: MAX O BO PSI, KITCHEN SINKS AND HABITABLE SPACE REOUIREMENTS EC EIGHT, VENT k %2 8 IF APPLICABLE BI-LEVEL PACKAGE SHALL INCLUDE Z. ALL PLUMBING TO BE IN ACCORDANCE NTH M[ LAVA = 2.2 9prn MAX O 60 P5I EGRESS, 0 W - STAIRS, LANDING AND RAILS AND WILL BE INSTALLED ELECTRICAL TF�L<F EEi 6 ANO fia) PC-NYS-2002 4 GLAZING IN INTERIOR k EXTERIOR DOORS, FIRED SIDE }• Vo ON SITE BY OTHERS. 29. ANTI-SCALD MIXING VALVE MANUFACTURER MOEN 062370, TIL Q C I ENTRANCE PANEL CUTLER-HANDER BUF) 400 AMP, OR CITY 3. ALL WATER SUPPLY PIPING. AND FUTURE RISERS SHALL BE SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL PANELS, TUB TE SHOWER ENCLOSURES (INCLUDING NOOKS, LC m 9 ALL PLY TO UNITS WTNIN FIRE LIMITS SHALL 2G (FULL) BREAKER SPACES. 4p (HALF), 200 AMP CAPACITY PANELS &FROM WINDOWS), INTERIOR PARTITIONS 18' 'k COMPLY 10 SECTION A]p2 & R]21 TYPE "L' COPPER (ASTM 9 e6-99) ;OLDER & RLI% SHALL SHOWER AND SHOWER/BATHING fl%IDRES NI 'i Z CONVENIENCE AND APPLIANCE RECEIPTS PER 1993 NEL MEET SECTION 605 15 4 (SPUTTERED JOINTS) OF THE OR LESS VFON FLOOR LEVEL SHALL BE SAFETY GLAZING. 0 PC-NYS-20QZ - JO ' DRAM. PIPING SUPPORTS - 4'-0' MAX.FOR PIPING 10 XITGHEN AREAS ARE i0 BE MECHANICALLY VENTED }, SWITCHES AND CWNTERIOP FCLFPiS PER 1993 NEC 2" DIAMETER AND URGER; 3'-O' DC, MAFOR PIPING 5 EACH DWELLING SHgLL HAVE AT PIE PRIMARY LOCATION A I AT TOC CM (NONAVENTED PER MECHANI TRANSFER AIR) 4 STANDARD DRAIN TINES SHALL BE PVC SCHCDUIE 40 UNDER 2' DIAMETER, MAXIMUM VERTICAL SPACING EACH MAIN ENTRANCE DOUR. THIS pOpfl SHALL DE BOTH $WRC SAM/TOILET AREAS ARE i0 BE MECHANICALLY VENTED 4 OUTDOOR LIGHTS ]0" ABOVE FINISH FLOUR. ASTM D2466-99 (RI982) STORY HEICFIT ARID PIPING SHALL HAVE A MID-STORY TYPE & 36' MIN WIDE AT 50 CFM PER MC403,3 5, ALL MODULAR CROSS-OVER CIRCUITS PERTAINING 5 CONCEALED PIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS GUIDE (PER P26051 OF THE RC-NYS-2002) IY - 11, ALL GLAZING TO COMPLY MM RJO6 & THE ECCC-NYS-2002. ID CONVENIENCE AND HEAT CIRCUITS SHALL TERM- STALL BE PROTECTED AGAINST FREEZING IN PLANT PIPING SHAIL ARO TUNA NGTF< F t; NAPE IN JUNCTION BOXER OR UL APPROVED HE KEPT OOT QF UNHEATED AREAS WHERE POSSIBLE. 31 ALL HORIZONTAL DRAINAGE RUNS SBALL HAVE A SLOPE OF W 0 12 APPROVAL OF PUNS FDA SECOND FLOOR USEABLE SPACE AMP COHNVCTORS 1/4" PER FOOT TOWARD DRAIN FOR 2'AND SMALLER T. ALL MATERIALS, ASSEMBLIES, CONSTRUCTOR AND F IN THE CAPE COD. FOUNDATIONS, INSUUITON INSTALLED ON6 BASEMENT MODELS SHALL BE PROVIDED IN FACTORY 3' SHALL HAVE A SLOPE Of 1/6' PER FOOT TOWARD DRAIN EQUIPMENT SHALL CONFORM TO THE REGULATIONS 'Q p SITE, EXTERIOR AND BASEMENT STAIRS, 511E INSPECTIONS 6. STRIKE DETECTORS LULL NOT 17 PLACED ON ANY WITH A 2 INCH VENT 10 BASEMENT STUBBED BELOW (PCP TABLE 704.1 PG-NY5-2002) AND GENERAL ACCEPTED STANDARDS OF THE NEW YORK 0 di OF THEIR CONCIRCUIT AMC SHALL 8E WIRED IN AND ME INSTALLATION OF ME SWITCHED BRANCH OFA EED IIT N SERIES FORR OR ANY OFIRST FLOOR, THEN CAPPED & LABELED BASEMENT 32 ALL WATER RC PC MC MCC BC FC 1 r VENT MAY BE DELETED WHEN CLOTHES WASHER 1S SUPPLY PIPING SHALL BE SUPPORTED 6'-D' O.C. m „ 'HOME SHALL BE UNDER THE JURISDICTION OF THE LOCAL SPONTANEOUS ACTIVATION. MAXIMUM (PER TABLE P26051 OF RC-NY5-2002 2 DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC BUILDING GORE ENFORCEMENT OFFICER. ON FIRST OR SECOND FLOOR ROOM ARRANGEMENT OR ARCHITECTURAL SME HALT. V m 3}, HORIZONTAL TO HORIZONTAL k VERTICAL TO EGBIZDNTPL ) $ Fh ). WHEN BI-LEVEL OPTION IS PROVIDED OR WHEN BE PREPARED FftON THESE ORAWINOS WITHOUT W 13 SKYLIGHTS SHALLEIEBE IN COMPLIANCE WM SECTION STAIRS IEAO TO A HABITABLE LEVEL, A SECOND LLL > FIRE BLOCKING SHALL BE PROVIDED PER RB02.6 DRAIN CHANGES IN DWS. LONG SHALL BE 45 DEGREE Y5. MODIFICATION, ADDITION OR DELETION IN ANY MANNER, cy 8308,6 & ME ELCC-NYS-2DU2 OF RC-NYS 2002 LONG ENDS. 9O ELBOWS. LONG SWEEP Or 6TH, OR oR PIL APPROVED SMOKE DETECTOR WILL BE SITE INSTALLED 0 YYY iii LLLL" 14 BUILDING TYPE SB SHALL NOT EXCEED A HEIGHT OF AT NEAP OF STAIRS, d, MAXIMUM 111/2 FROM.FIXTURE VENT TO TRAP IS EQUILOTHVALENT BEES. APPROVED COMBINATIONS OF THESE OR 3. A NEW YORK LICENSED ARCHITECT OR N THAT AMO a u 'i Q EHEIV CL Ni LONG SMI P FITTINGS (PER TABLE 1063 OF THREE STORIES 8. VOLTAGE PROP DOES NOT EXCEED J!. IN FEEDER OR 5'-0" FOR 1 1%! TRAP &�PERTH, 6'-0' FOR 1 1/Y TRAP THE PC- ENGINEER MAY MAKE ME DETERMINATION MAT A MODEL � I A 2" DRAIN, & S'-0' FOR 2' TRAP k DRAIN (ALL ARE TO N'S-20U2), CONTAINS ANY PARTS, COMPONENTS, OR ASSEMBLIES 15 EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE BRANCH CIRCUITS OR SX IN BOTH. HAVE 114" PER FOOT PITCH) MAXIMUM DISTANCE FOR 3- 34 ALL DRAINAGE CHANCES FROM HORIZONTAL TO VERTICAL WITH IN THIS SYSTEM PACKAGE HABITABLE ROOM THAT HAS NOT LESS THAN 120 S0, FC 9 SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM TRAP & DRAIN 5 10'-0" WITH AN 1/8' PER FOOT PITCH SHALL BE THROUGH A SANITARY TEE OR WHEN (2) 4 ONE AND TWO FAMILY DWELLINGS ARE EXEMPT WHEN '�[ (PER R3041) AND A MINIMUM HORIZONTAL DIMENSION OF PER STATE CODE FILATURES ENTER A VERTICAL STACK AT ME SAME � 7-D' IN ANY DIRECTION (PER R3043), IT SHOULD ALSO 9 MAXIMUM DEVELOPER LENGTH OF FIXTURE TRAP LEVEL. AN APPROVED DOUBLE FIXTURE FITTING SHALL LOCATED IN SEISMIC CATEGORIES A-C. FOR 01 CATEGORY RE HAVE A MINIMUM CEILING HEIGHT OF 7'-6' PER R305) "10 ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL 10 INDIVIDUAL VEIIT, WET VEN1T OR STACK VENT BE USED ME HEIGHT IS LIMITED TO LESS THAN THREE STORIES l} EXCEPT IN HALLWAYS, CORRIDORS, BATH/ttl LET ROOMS, BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED SHALL BE 1 I/2"=3'-fi'. Z"=5'-0' k J'=A'-0" ABOVE GRADE AND MERE. ARE NO IRREGULAR POSTERS uu1J W AND LAUNRR'f AREAS WHICH SHOULD HAVE SA MINIMUM BRANCH HORIZONTAL ID VERTICAL CHANGES IN V 7E%TING D OR LABELED IN COMBINATION WTH PER TARGE (IB-903) DIRECTION & ON J L ID DR LARGER. IN ME STOCHURE AS DEFINED IN RMI,2.2.] C W p= CEILING HEIGHT OF 7'-0" LISTING AND LABELING, CONDUCTORS AND EQUIPMENT 2 Q SHALL HE SUITABLE FOR BOM THE LOCATION AND USE 10 JOINTS WATERPROOF AT PLUMBING ACLSFIXTU&S SHALL S, MADE 1uI j_ WATEREXCLU Al FLOURS, TRACTS & COUNTERS, iplLEi NATE; Ji [LV-51)Qy`LL(5HEET5 a3P L AND 3e) H. CONNECTED LOAD OF ANY ELECTRIC BASEBOARD TANK EXCLUDED PLUMBING REFERENc i0 { 0 O HEATER BRANCH CIRCUITS SHALL NOT EXCEED BOX LSZANDARDS SUN BUILDING SYSTEMS INC CERTIFIES THAT: 1. ALL VENTS THROUGH ROOF W ME 3' IN 11 FIELD INSTALLED, PIPING BETWEEN FIRST & SECOND �$ OF ITS RATING, 1VIIREQUS CHINA PLUMBING FIXTURES, ANSI 112 19 20-1996 •- F- DIAMETER AND SHALL TERMINATE ABOVE ROOF FLOORS BATHROOM TLE & FREEZE PROTECTOR OF A) ELECTRICAL CDNOUHT, ELECTRICAL WIRE INSULATION; UNE A MINIMUM OF 5" (PER PC904.1) 12. THE MAIN SERVICE DISCONNECT SHALL BE CRAWL SPACE PIPING ALL WORK DONE ON SITE PIPE. DUCT AND THERMAL INSULATION USED IN UNITS HD INSTALLED AT A READILY ACCESSIBLE LOCATION SHALL BE APPROVED BY ME LOCAL BUILDING CODE 2 STAINLESS STEEL PLUMBING FIXTURES. ANSI 11219.3-1987 ANY ALL INTERIOR WALL AND FLOOR FINISHES '$ b S 2. DESIGNED WITH A MINIMUM SNOW LOAD OF PL PSF ANDA ENFORCEMENT OFFICER. PIPING SHALL BE FIELD COMPLY TO CHAPTER 7 OF ME PC-NYS-2002. N ED NEARED O THE POINT -F R NEC S OF ME (DESIGNED FOR RESIDENTIAL USE) MAXIMUM SNOW LOAD OF 85 PSF WHERE APPLICABLE SERVICE CONNECTIONS AS PER NEC SECTION 230-709 iE5LE0 FIEF NYS CODE 907 BEFORE CONCEALMENT, 6111p ' B) A REPORT ME OF SUCH TEST HAS BEEN CE WITH NTH THE 3. SIDING SHALL BE AND INSTALLED ON SHE By OTHERS 13. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE 12. WHEN A BOILER IS INSTALLED, A BACKFLOW PREVENTED 3 PLASTIC BATHTUB UNITS, AH51 21241-198) ry/.10-9041b-9L DEPARTMENT OF STATE IN ACCORDANCE MTH SECTION N ON GABLE ENDS AND UPPER MODULES OF TWO STORY MODELS WITHOUT MODULE OVERHANGS *IFI THE 1993 NATIONAL ELECTRICAL CODE OR WITHATMOSPHERIC VENT ON SUPPLY 15 INSTAL4 PLASTIC SHOWER RECEPTORSIED TO AND SHOWER STALLS. 112D3 ALL NONCE STATIC ELECTRICAL CODES, FIRST OR SL BUND FLOOR BOILER ANSI !1242-1990 C) PLASTICS (INCLUDING DING INS SITING k SUSSR IS) L 14 ALL NON-METALLIC 1VME5 TO BE RATED AT MINIMUM 13. FOR CRAWL SPACE UNITS. SPACE FOR WATER HEATER SHALL FOAM PLASTIC (INCLUDING INSULATION) IF USED SHALL Aj FR4SS�3L (SHEETN -4) 90L PS PER 1991 N C. BE PROVIDED IN PLANT ON FIRST OR SECOND FLOOR 5 HOUSEHOLD DISHWASHERS, AN51/ASSE 1006-BB COMPLY WITH CHAPTER 28 OF ME BC-NYS-2002 ). 15. A LIGHTING OUTLET AND RECEPT IN ADDITION TQ ANY INSTALLED PER CHAPTER 5 OF THE PC-NYS-2UO2. N 1 ALL STAIRWAYS, GH RRAIL9, AND GUARD ARE TO CONEY 6 1005-HOLO LDOp WASTE DISPOSER UNITS, AN51/ASSE Z WTH DESIGNED THROUGH BST BASEMEN GFH SHALL ENVIED FOR LAUNDRY AREA O 14 ALL WASHERS SSHALL EXS SHALL BE INDIVIDUALLY TRAPPED. 1008-86 BASEMP 1 SHALL BE F ON SHE BY OTHERS ME STANDPIPE SHALL E%TENSA HIM. OF 1E' ANDA MAX, OF 2 DESIGNED WM A 43 PSF SNOW LOAD MIN UP TO 42" ABOVE THE TRAP ACCESS SHALL BE PROVIDEDOFTHE TO ALL 7 CAST-IRON THREADED DRAINAGE FITTINGS, ANSI 5I6,12-1991 BS PSF WERE APPLICABLE Tfi A DROP IS i0 BE PROVIDED FROM A FIRST ROOK PTANOPIPES AND DRAINS (PER SECTION 802 9 OF THF. Q SMOKE DETECTOR i0 A SMOKE DETECTOR LOCATED PC-MVS-2002) J 3 INSULATION IN FLOOR AREA ABOVE BASEMENT IN BASEMENT 6 ALRNLONITRILE-BUTADIENE-STYRENE (PVC) PLASTIC PIPE.On IN BASEMENT WALL AREA LHALL B6 ON 3RE 15 PLASTC PIPES PENETRATING A FIHF-RATED ASSEMBLY WILL 9CREDULES 40 ANO AV, ASM 01647-0I (R�19@). BY OTHERS AND sVIALI COMPLY TRIM ME D ALL EXTERIOR FIXTURES ARE SUITABLE FOR NET HAVE A RATED FIRE COLLAR INSTALLED PER MANUFACTURING ECCC-NY$-2002. LOCATIONSSPECIFICATIONS 9 SOLVENT CEMENT FOR PVL PI ASTr PIPE AND FOPNCS, ASTM 02235-81 I I u!, c Q$z Q�FF z � ak- Yn R L Tltl tlTME FRoPOOYCF !LN MUCM RFS W ANE)COWAN W W I - ��� a�.covism Y MODEL, . (( LAW II EONS TRAOtlNRTpD ADD LOOM YOM x oa FININCLtlexm Tons 7-story . EDIDTIQN TNT R tl NOT iQ comolt - . OIxROlT9 QIE glIIN9MAO xN1KRIi - Ai BG9 DRQWIFJG: I - DW1xNi{,gxDN6 AITAIGM,ORIFARI6 ° rl GENE�FAL, ' :MIFF.TIE CWIBIIb NAT NOt 0.'DIKLOpED j � NOTED _ N W01l Qt N MR T00TERlI WINCE? V R8E R11INW TIEFlAG�xIBA® 41)LgR TLE ENlTl6pm xraw INC, tlF2Ltl01GN 941E T, LOADS SHOWN FOR ON SITE REFER TO SHEET GN FOR NOTES DATE: DESIGN PURPOSES ONLY. PERTAINING TO THIS DRAWING. -At : ��� I TYPICAL CORNER GONNEGTION—I .,.""�^e..' 51M"ON5THDI4R) ORSIMILAR I _ Y FOUNDATION LOADING SCHEDULE w•11=•° —wH1u Ud WITH A HOLD DOWN CAPACITY d.....I.. A pmml.ml. OF 5,850 POUNDS ••TM cn1 F1.o w..n=,. .�w1,w r.a32ln7I WALL SNOW LOAD (PSF) ' 'z— �:"3�I1 (5EE MANUFACTURE SPEC'5) ,a ` 1 pl°°'171' 1 +•=ss al Vm 4L r��•11.1. ` Fl..,In SIDE WALL 1845 MATE WALL 2468 —p111 qe1. a=le q.l. n � K ��aY!P N. �—!Ltl=\mP .da slop IepnM°ne.r ml pbb J a w DESIGN PARAMETERS: ' C� j .–_ - 1JT)` I�r HOUSE WIDTH = 26,_1. w w L i U m ROOF PITCH = 7/12 r+ ,. '� Ih�- _ Figure 3.1a Sill plate anchorage to concrete foundation wall �k-glnl_ }1_„i ll; 111 TRUSS TYPE = STORAGE ALL ANCHOR ODLTS ARf. 5/3" DIA. Q. 0. ��`�qqq r 2. (1) REQUIRED AT EACH CORNER WITHIN 12" SEE NOTE % AND SPACED23" OC. MAX. THERE AFTER (HOLD DOWN CAPACITY 5,850 LEI .;.M•�r°• •�°�°•••° AND WITHIN 12' OF ALL PLATE SPLIQes SIMILAR TO A 51MI-SON STRP TIE HOLDOILN L __"'•"•`_ _ _ _ J PIER DETAIL REF TAULE ].2A P. 112 5THD14FPJ (5EE DETAIL AND TABLE a P2 i P3) - TYPICAL ALL FOUR CORNERS r n, 2,_2111 V-5�" Igo-q" p; tii n EZ ^ ° ° . J ° ° ° °°I���1� ���p—l� �� ---- - --------------- - 9 -- --- ,-- 1 — --- - . . ° I ° r- - -------- ----------- - ------------------- ETE ^ CONCRETE WALL VCONCRETE FOOTING I i jo ^ CRAWL SPACE j ^ I i I I e l 1 JI[ U, gIm° V-O" 4'-11 4'-II" 4'-II" o� - - r---T - - -- —i ---, -— --- F --- TED e qL u IIK�E7-IH- —i-�I�f�'I}-1— —i--I� ff UNEXCAVATED 23 iL--__I L___ � � L—._J L___J L---J L L _ __J 13'-mn 121_0n ^ i' TT -7- I*i-1 i. ° I I I I I I y '-- ----- -------------- ~ ------— -- ------------------------ ------------------ ---------- ° \ ooaeAIWA ------y ~ ® u a I I B .� I . r---------------=--------------- ----- –_–� Z2u�u --------- ------- - - —- -- 'i•------t. , .- - -•- -------- ----- -- PLIFT STRAPS PER DETAIL 4/ : ::1 ( 3N - 74" 8'-3" 2'•10' 8'$" 2 .4' �'E 3 Page 115 TABLE 338 (16" O.C.) .:'l _ 0 N Ca ry 1 VERIFIED BY A DESIGN PROFE i5 AL I Is, 24'-0" LULU RSI CcalnEr a na rlOrlRlT a r---� -- THIS SYMBOL REPRESENTS '�p"Elul EIIN eIL�Ni lYlpeli l(,.Nb RMAM A LOAD BEARING COLUMN '9 °- N 'N]r11aTAla'IrOLlWi Gu'FII®eY ITHIS COLUMN MAY h&Z BEALL T I OOPTIIII LAVA [-- MOVED IN ANYWAY, r� 3g 1 Torel Yi,C OaT AW LOANS) L__—' = 2-story , cpomoN . oet11a0OLe�i1Illn1Rr uT,nerorroeD WHA %P"Oe 1ON -Ae NEole �o3 9RAwFINOGUIN eal DATION q{ xNpOFOUNDATION N 'Iraqi TQOT NRMM PLAN L4Y047 SHEET, Enurel.�pNs1 l@nEWrLM LCsHT Z VENT CHART IMPORTANT - CUSTOMER APPROVAL NO I E $NOP BY: - _ THESE pRAmA4s HAVE arra oEVf DEC. LIGHT LIGHT VENT , T SPECIFICALLY FOR IN PLEASC CMECR LAYOUT. ROOM SIZE' TO IHC BEST UI' HI"j I IE k KNOWLEDGE, R'.001'9 NAM@ REQUIRED SUPPLIED REfJUl11ZL'D SUPPLIED YONG"LOCATION, UT;HEN, CRINC Hr1GHT, ROOF PITCH DATA: _ _ 8% _ 4% __ _ AND WML SIZE TO RE CERTAIN THEY ARE MAI IN WANT BFL FC, AND f'R 7F-11F fJ -PLY JUL1bMEfJ KIT NDDT( _ 19,20_ .30M__ 9.60 _ 33.40 6 THERE ARE ANY C14AWES, PLUSE MAKE YOUR CHANOES WITH IiH[ F CILLO KING I'll -S A[ DINING 11,6 28.60 _ 5.63 _15.9_0_ RED PEN AND RETURN TO BUILDER FOR REvrvaus BY US I, THESE. F'LAIJS ARE RSI COMPLI AI Il`E WITH OUR f - FAMILY 151 26.00 7 58 3S O(j ALL PRODUCTS ARE MILT ACEDROING TO STATE MANDATED CODES HOWEVER, -- 11 Is THE RESPONAeILM OF T¢ LOCAL BUEDER TO BRING TO OUR NEW YORK SY;]EMG EOR F ACHED I NE— LIVING _14.52 2fi 00 7.16 1 0_ ATTENTION ANY SRECHAI�ISSUE5$OEM AS RADGN VENTS AND ANY sTRUCTRAL F ['- ( ') LOAM IN EXCESS Or THE STATE MANDATES EDGES AITID- FWG-FAMIL i DWELLINGS, AND MULTIPLE YOUR HOUSE WILL BE BUILT ACCORDING TO THESE PLANS SIFIGLF-°Ndll_f DWELLINGS (TOWHH(jUSES). GATE __ _.-__ -_ THEY ARE DERIVED FROM A CONDITIONAL - -- _ -- __ -------__ _ - APPROVAL TIP DIIF' rYSIEM MODELS • ARTIFICIAL LIGHT SUPPLIED ENIILDL=R ___ DATE E _� APPROVAL DESIG'NA II0N MOOS?-02-062 —__— ---- — - - -"-- -- ---- DATED 1A61(JARY 17, 2005. LEGEND — — A DENOTES LOCATION FOR INSIGNIA OF APPROVAL REFER K) SHEI-_I 61A1 FOR. NF) 1 ['� ' ® U.L. APPROVED (AC-DC) SMOKE DE D:CTOR PEI\TF\ N NG G THIS DRAWING. Ip1[1 ® U.L. APPROVED (AC-DC) CARBON MONOXIDE F DETECTOR (MOUNTED 6' A.E.F) W 7k A9 (WHERE APPLICABLE UL. APPROVED p w 4 CEILING)ATMBASE DOF�STAIRSL(ON SIITE N CC U \ BY OTHERS)-__--- N 40-01" 24'-0H m d a BUILDING'I -- BUILDING R �1 r 6" 13'-0K 6ZK 02R 131-41" 61M 23'-51N 6gK b �@ 6'VMTLSE fiLIDERWALL uln 24210 ' 31, OC TYPE II TWIN 3052 ZD wu2 "( w:AA2 Wf9A2 - —�—� _ u316 I_-NR FO TYPE ,B�T 3052 — WALL LL5R =442 �J _ - _ ONE ASS FIRE RATED S`p\ EGRE55 � �- A 5836 OW iJJ,n_� WALL ASSEMBLY �cj\; / -fm r(1 �) W ,H E-R GARB 15A -[q} AIR m m 11395 m \'J/ DEPOSAL T U r BREAKFAST AREA Y 0 < k m KITCHEN fu +R ,� s2 fiP ----- -HR=RAM IED J = O P o - -� - \\ CEILING 455EBL J Rc = ° - --1 DINING ROOM 3/4. -----.. 8?� GaRCGE F — < m � a 3 m GER„---� 3 60' Old _ FULL N@ATHNG OWS6 MR - - Z'•D" Y' BTI W � ' FIELD INSTALLED 3'OC FASTENING 6lOPE0 CEILING 1NI6 46" �!� j-- - (nT❑ Q ttPIG,4L AT ALL WIT CONNECTIONS .`.A /N€A.DRYWALL BACK BI-Fold (9I V2K9 W LVL _ ___ (211 IkR9 V4 LVL j Q POPLF STAIR CN 611E PANTRY 4'•0n 1 O ', 1 (¶ _ dBOYE EACH NODULE FLUSH CEILMG ABOVE EACH NODULE FLUSH CEIL6G L Yr 7 V BY FEEtf- 32- fry] Ea1]"AFFIL FLUSH CEILING FWn&w4LL lll �:9L6� ixi 4A SHIP LTXPE WBDWUI6w. b , v 4 NTRY O 8 -----_ MIROLAM HEADER iO BE p1 w U d FA I CY N NELO al WIVI O Q W N R 4 a 24 x 24 GARAGE 5 / �� FIELDMSidLLETEII F4�8tENMRR' m < MODEILNGR .Ni Q.Eli LIVING ROOM 3/4 r,4L IrcWmEa1WJ iTP1 AT ALL W 5 �1 O Q m _ a 9'• 3 'y1.i�rVICE SCITW _____ ___ 3/rpREP -T�tr WIRE,SwrtcH - S 5-RA Y METAL EIOY (. t44 '1103 1 METAL BOx G. — Z CTI " . Wy N En r'' RAILMG ON " ' \ will TTFE'x' " w � ! ' 611E 1ST EIIILDER _ WE HOAR FIRE RATED W _ �'''- 1/16'OSB ..<✓ - - WdL�ASSEMBLT - a 2K61WYL Q Z FF ;R �D VJ Y uQ 140 ! `D EGRESS EGRE55 EGRE55 EGRESS 3" OC TYPE I WALL "611 4'-1111 4�R 3'-2I" 4 " 1H 6I"� N 13,6�R 3052 6 „ N I1 I'- 6- �•�`- �G Z �' 3052 3052 II WALL 2 305Y )C TYPE Y/ 6" 1 P 3 6 0 7 $ $� 2'-41CA 8 3 2 10 B 3R SH 64411 �0 �h a f . LIA DOMW E TIE PROMMITY OR - t i � 'I r u'A I of NI(lIILDIE 6wawy CHAD wain rAprILEULer NIgfNTI0N r1JM9Im lY . 2-Story rAlryeElnsol,o m I �10,�Yyg�INNIT, 1EIBCT IQ riE - _ :CDRGI}MCF,T Ih OW 10 AID IN 11111106 ea PED Rae p�+!/� (/�/T��+ FLAN I�E`I Ii DRAWNGY ppa�IFL,ppO�1R�p?TAli1'Lgat!M06 FRF ate/� F L OO � 1 L A '1 G IST PLOOR 11IMSOF.THE OLME26INY I1011WEpWIMMID PLAN LAYOUT - ropiOR Dt nili y2 TLEronnroiENoOR LIED m - 9'-O CEILING G -E srn* 914EET: r1 _^LIGHT Z VENT CHART RT IMPORTANT CUSTOMER APPROVAL I'I I_) SHlO�pP 8yTHEY DRAWINGS HAVE BEEN DEVELWEO LIGWT LKaHT VENT VF3{T SRCIPCNLY FOR ICI. MEADS CHECK usDUT. Rowe VZE, '10 THE HEST OF HIS NCR I';NUWLEr G[, Papoll,NAME RE-4 11 0 64PG•I-IED REMIT RED &1PRIEID WINOOW LOCATION, KITCHEN. CEIUNG HTCH1, PWE PITCH / DATE: B$ 4 �T AND WALL Siff TO BE CERTAIN THEY ARE MAY TW WANT. BELIEF, AIT) PROTT S 3IUNA.L JUDGMENT'. M$TR BR _10.03 26.00 9.02 13.150 IF THERE ARE ANY CHANGES. PLA SE MARE YOUR CHANCES WITH THE Ful LUWIN REO PEN AND RETURN 1O MILDER FOR RE`451C$ BY Us G NOTES APf'L '—BR2 17 95 26.00 _584 __ 13,60_ 1. THESE f'L 4I „ BR 3 9.6 13.00 N d2 690 ALL PRODUCTS ARE BUILT ACCORUKU TO STATE FUMIGATOR CODES HGAEVER, I`� ARE IN COMPLIANCE_ WITH OUR 11 16 THE RESPONSIBILITY Of ➢E LOCAL BUILDER TD BRING 10 WR ` S in�RM T0 _ ,13.00 35 2 6,9�_ AT FTON4 ANY SPECIAL ISSUES SUCH AS .RADON VENTS AND ANY STRUCTURAL NEW !1,1111' �(FTFMS FOR DEFACHCID r� ONF-- __ LOADS IN "OESR DY ME STATE MANDATED GORES AND-TWO-FAMILYDWELLINGS, AND MULTIPLE YOLEHOUSE �ER WILL BE BUILT ACCORDING T 0 THESE PLANS ` - ( U5EL.)DAM . �INI ,L F-FgMIC( DWCLLING� ' itlWNhiO fHE'( ARE DERIVED FROM A CONDIHONAL APPROVAL OF OUR S(STEM MODELS A ARTIFICIAL LIGHT SUPPLIED J BUILDER ___. _]__,—_ DAM-__/ APPROVAL DESIGNATION M0052-0 - 06'2, —_ nnrru JArJOAHr I., 2003 LEGEND_ ® U,LOTES APPROVED LOCATION (AC-DC)I SMOKIA OF E DETECTOR APPROVAL -__.. REFER AIITlI T (-)SHEET IGNOTPf ES DRAWNTO' � J 61 W I F 4L APPROVED (AC-DC) CARBON MONOXIDE Q (L = DETECTOR . WHERE APPLICABLE U.L APPROVED (AC-DC) SMOKE DETECTOR LOCATED ON Q' 111 11yy EQ..' CEILING AT BASE-OF STAIRS (ON SITE I U A6 BY OTHERS) 40,-CR maIL r bR III.SR 4" V-6K q2.. 12'-8 " 42" IIS-3R 6J" WALL "3" �� ---- 3m52 6" OC TYPE II 3©557 ;D O EGRE55 EGRE55 N 1i1f1 > ONE F EDER FIRE RATED > ¢ J C `L 46'CT 6JG f.: \ WALL A55EMB1-T V M5TR �`�• d w"�� = U305 q N SITTING ROOM o m I ____ 2 m ` .}I-If UIRE.SWTCH �I p1 Til W 1 METAL PAe J F Ev -+ �`� i T•, uT Eu � 0 ------- -- -' ---- LINEN 0 9 \ WALK-M BEDROOM 3 r ��'fA DETECTOR ' LLGSEi 'N — ID RAILING RE LN B = BY MILDER _ HALL �' DO u /RELL 6NEA CR26B TAT FIELD PETALLED 3'OC PABTFNPIG 30' - /' '', TYPICAL AT ALL WIT CONIMPONS / - RILL Oa1N 5TAI ES� CLOSET A11 0 Rq.as l?^M 54^ FLIHN OEILMG B5_ _— _KEEN CEI4PG_ OIH �n d - .9 Z � Z mm I w LEto to - am TAT M'4"Lvi BEAMS RECD ABOVE TV EACH 610E t]le,'LVL OCE ABoh C17 LOSET E U N _ r GAG UoU WIDE 3l a _ IF to Lu �` '• ti%' Wu 6NEATNPG DRCse WER ' w- r WI O > I I MET WITCH 13 a Ji Sr ;METAL BOx ''\ 31" FIELD L3QTY O IT,itAPICAL AT ALL UWli CLMNECTONf li , MASTER BEDROOM ti .' WIRE fi 1 METAL EDD Box N I HALL m BEDROOM 3RATED 4 LAA66FEDE5EMB • � = BATH � �' `9 -"EGRE66 EG(3E'S9 EGRE66I EGRE55 EGRE55 19 F 3m6b ams,1 2305z WALL OC TYPE 3062 bR 14'•IIR 42" 4. 9'•4 13'.gHl b�I� Q •. I I H W� J f- , HFI . DEZV III k'. Grp�u� eU" lII r EW'WOp18�1'i191P NAM, _ - - U DOLEVAPOPr1�610 F....• - ��Trr,iYopam� «o yE 2-3tary 'pu911bYIRTWTIT E T08E i - F - - ''Pr.�gEulm%k�yIp��q� fl,��}��) 1},�-I rF��y PLAN -, DI$AWING DINIIMP/.etll4l,pDyPGpANAM.rg_DR� , { �����I Vld I (...�®I i � l'�I V \� FD- LA FLOOR - n!W TIECQIIEDY INT 110E AD 6 a Ga i PLAN L'AYpUT N�IGLO TD ��" �iR STT H11" TMM HIE � 0 EL B'- EE C I I 8F1 NG . PITLrUT WIEAImIu4tIB1 , 2A ' I OP ' _ WINDOW SCHEDULE SHBY, ' TAG ROUGH OPENING LIGHT VENT SOFT. U VALUE R VALUE SOLAR VISI9IF AIR INFILTRATION POSITIVE NEGATIVE REMARKS DATE: HEAT GAIN TRANSMITTANCE TESTED R 25 MRI PRESSURE PRESSWE 24210 30 VV x 36 718' 4.46 2,58 7.5E O.J4 2.94 _ 0.32_ _ 0.51 29 CFMITT 37 5 P I, 45.0 FSE ANDERSEN TILT-WASH DOUBLE HUNG 3052 3B WIV x 64 7/0' 12.03 6.67 Ib.95_ 0.34 2.94 _ 0.32 _ __ O.BI .29 CFM/FT Si.5 PSP 45.0 PSF- ANDERSEN TILT-WASH DOUBLE HUNG 3052-2 75 15116'x 64 718'_ 24,06 13.54 34.21 0.3L 2.94 0.32_ 051 _ .Z9 CFM/FT_ 37.5 PSF 45.0 PSF ANDERSEN TILT-WASH O WBLE HUNG - 24310 301/8'%4B 7/6' 6.3] 3.66 10.05 0.34 2 94 OA2 0.51 .29 CFM/FT 3Z5 PSF 45.0 PSF ANDERSEN TILT-WASH DOUBLE HUNG NOTE:400 SERIES WINDOW AIR INFILTRATION .10 CFM]FT 0 25 MPH. PERFORMANCE RATING OF DP30 'EXTERIOR DOOR SCHEDULE TAG ROUGH OPENING LIGHT VENT 50.FT. UVALUE RVALUE SOLAR VISIBLE AIR IEDIt'25TI; DE$ING REMAR1t5 HEAT GAIN TRANSMIT(ONCE TESTED 4 25 PIR1 PRESSURE J6" 38 112'x B2' _ - 19.2_ 2192 _ 0.20 5.0 O.iB O,BZ 10 CFM/FL 13.4 PSF STEEL INSUL. 3l' _u I!2' x E2' 5.54 I7 0 19.65 O.YO 5 0 _0]8 0 82 .III CFM/FT 73.4 PSF_ STEEL INSUL. " 32'FD 33'x 81' -- 17.0 18.66 0.15 6.17 _ _ "- __ __ __ -- ___ N/A N/A STEEL INSUL 314 HR FIRE RATED 6'SLIDER 72"x EO" 34.00 17.49 40.00 ,0.31 3.23 0.40 0.59 .10 CFM/FT 45.0 PSF SUPERSEAL SLIDING G[-ASS DDIXi INTERIOR DOOR SCHEDULE y a ya W TAG I ROUGH OPENING SIZE SD.FT. REMAAIlS H' _ 32' 34'x 6 i 3//i _ 32'x 80' 19 54 H0.LOW CORE SWING 30' 32'x 82 3/4' 30' %BO" IE 39 HOLLOW CORE SWING - 24' 26' x 82 3/4' 24'x BO' 14.94 HOLLOW CORE SWING _ '_ _ - - _ _ 60'BIf01 /4 _D 61 3 'x B2' 6O'x 02' 35.16 WOOD BIFOLD DOUBLE 48'BI-FOLD 49 3/4'%82' 4B'x E2' 28.33 WOW BI-FOLD DOUBLE 24 HN d a 32 61 III I - G m�mm 000 � o •. _ � o � o o LL � � � P _ �I �I 0 o m m i HEADER SCHEDULE HEADER SCHEDULE o V NON LOAD BEARING END WALLS LOAD BEARING BIDE WALL5 m ,m m m PER TABLE 3216 P. 146 PER T45LE 321A-3210 YY yy SILLS PER TABLE 3.216 FIRST FLOOR T- FIRST FLOOR m m m m'm m� - _ m a a o Q _ Q DOOR OR R.O. HEADER DOOR OR RO. HEADER OD Y WINDOW WINDOW m q SILL SILL ^... � v f0 � �L m r _m - m m .. IL 3052 38 V8" (2) 2x6'8 FLAT C52% 38 1/2" (2? 7x 2,5 0 LL Q (2) JACKS JAGKS p a (UN/2x6_SILL N/A _ .- F FD "B" 33 112" (2) 2x6'5 FLAT C5262 34 1/2" (2) 2x6'5 ` - 'S r: m m LABEL f2)JAGK9 (2) JACKS ° 2g N/A N/A -- 3052 381/8" (2) 2x6'5(2) JACKS F- as62 8E' o 'm' aT 0 P SHEARWALL TYPE 2,1, SILL ? -➢� LL R _ _ ."N� - n _ _� _ m _ n wy - AND PER EDGE NAILNI, SPACING 24210 301/61, (2) 2x6'5 _ PER TABLE 3,154 4 3158 P. 130 4 131 (2) JACKS BALL-OUT SPACING TYPE (U 2x6 SILL W ai li 6-0 VINYL 'IY' (2) 2x6'5 w a WALL •1 3" D.G. TYPE II 0 WALL•3 3" O.C. TYPE II (2) JACKS. N/4 WALL •3 6" OD. TYPE 11 Q = d WALL •4 6" O.G. TYPE II GARAGE 59" (3) 2x6'5 WALL N WALL •5 6" O.O. TYPE II DOOR (3) JACKS ffi "N ` ` m m BALL •6 V O.G. TYPE II N/A WALL -4 3" O.G, TYPE - $ 7R- „„� H N F ,WALL "B 3" O.0 TYPE'II SECOND FLOOR F m m - - - - i WALL 'C W. O.O. TYPE II 3052 38 I/8" r2J 2x4'5 m - - I WALL •❑ TYPE IImo ��'? WALL •E 6" D.C. TYPE II NOTEi WINDOWS AND DOORS TO MEET MIN DP 465 PER TABLES STANDARD HEADER CONSTRUCTION W/2x10'5 ,83012(2)AND TABLE 8301203 IES (DP UP-CRADE TS D) I I T CIFICAilO S EXCEEDS PERSCRP VE ABLE SPE N � r ION 1609 4 NT STATE q PROTECTION OF ALL OPENINGS PER 6EG7 L - 5LD6. CODE TO BE THE RESPONSIBILITY OF THE BLCR ON SITE r m j'L a ,C F IR E RU o Y tWMo m S $g . LE _ t w B C - i i Hary z E 5 'x iLfi m ifr `d E EP F I- 'IW3 LOGUBlT 11E rl8itrMT1'Q NN EIAIDRN lTDTB!'RC AND CMBY u. k1aF'• uar oc.I� m _ - i.> F W i . NRORDRARn'iK%7wuO9N OOIRIRAM � - 6a E.o A(y�, MODEL, 159iloARMUC7 RT���, U0�°�P '?_Story TO YOU M twioeCE saw TO TIE C6ND1t1GNI 1116 Nx TD I*COrEO AI ' ° DIEAIWING: ' DOOM Q OROIED MAD KNOT N 'POOH NYDIN A17ARATIb,URFAM 1 WIN/DR SCHEDULE TRMWI tie mOMBFNTIAN El G11=1101) D�E NNORN►Un Tobr.NBNdEUMD ERCT COMPLIANCE 'I FOROIIE I"UEMWCKw EOE) ' IYYI16UfTElxEIEM�NtlN94 SHE r8MNN11 / ET, �� I OF NN TAIRDN4 Illy""µ', XOP BY: DATE: III J U, J RIWE VENT d It �lI IJ I IILu�I1 m a - _ f l I I L i Il' `I II l ll 111 TJ I1�I. 11 i� 1 ILII I UII � 1� II11 � � II 1 1 I. ILf,,Wu,,lll � II i,f-DI�j4 I u 11 1 I _Ll]1 I lu f LI 4� I -I Ii� . f 1 y v tii Jl`�I �II�.Jiil i- 11 I�juI- u l l l 111f 1� IJJI J I L L� i � RIDGE VENT IT IFLME � I C C1 4fl =INIa #3375 i _ #3375 i , N I Fl mT � D D � CJ CSD D D 0LlD=]J L==j 0 D F1 0C1 04fi uI - 0n I II_� LFII 1-_1111 JAI _ ISI I C=I i #58501 #5850 LL_. J � J L \ I�__� El D L� #5850 5850 #5850 #5850 #5850 #5850 5TOOPS/STEP5 4 HANDRAIL EXTERIOR LIGHTS SHIPPED LOOSE SUPPLIED l INSTALLED BY FOR ON-SITE INSTALLATION BY BUILDER. BUILDER Q cc FRONT ELEVATION FLAN 'IfYpWOY"R M'PEIIg71"1'OF QEµEo aq ., MODEL, I =%x wee b 2-StorA� rt"eew�Rurm®4��w� Ldom TDYdIN00NgILiF,�' TOII" t �' - DRAWING: II h CgbRgN 341=1002D 1 R II 10 ee WPltfl qt 0� T0"""""� REFER TO SHEET GN FOR NOTES ELEVAtION �: ar�euwwu►aumaaRwm - T"CQ1191" " , t"T RTKO"q,OKD PERTAINING TO THIS DRAWING. / �F cF aN"aoW�ereiesen I SNOP BY: DATE: W# II RIDGE YENt -. RIDGE \ MODULAR MAtd LME !�\ MODULAR Il4T0H LME j \ j W c di B ITRIRB 3 p GM AL ED ON ALDER pCL r � I #3375 I I I #5850 #5850 #5850 #5850 - 711 LEFT ELEMTION PLAN RIGHT ELEDATION PLAN J tll mw Dauert rna mween or e'y' e y MODAL, MNluLDNd P'OIB'r,IC,dID LnMub rNeueawwa 2-5tC>I,y mreewpflWl+neDYaLover® Dkr4WMG: roYW NCowOBbR 400M a wlmrlwnutrtrxplto e>OIL nrcra®w.aeuc rauvRnran ouunrewwo.rnuaraenK REFER TO SHEET GN FOR NOTES t�n[aNIErrt6 MwY NX EU DOCLp® - P�; N° 6999 ELEVATION graeaiwrraroouenaeue® PERTAINING TO ll-IIS DRAWING. p7R, iNWnlIII�OIE MRD® / aT TMe rrYs°� SWEET, SNOP BY: DATE: D1 � I II J 4 W RIDGE VEM 1 roaa I ux Lu y RIDGE YEW — #3375 W I cn -) N I - I ° � I z (+ I TRIPLE 3 I VNYL 51DM5 #5850 - #5850 #3375 #3375 STOOP515TEP5 A HANDRAIL EXTERIOR LIGHTS SHIPPED LOOSE U c SUPPLIED L INSTALLED B7 FOR ON-SITE INSTALLATION BY BUILDER BUILDER Q)l , OIL RPJR ELEVATION PLAN Ll LID %*Doom rnr nnrear of ' Am GN PMDA ICXLEMre�rHr 'i MODEL, ALLAYW rt r eew)Rur'x)nv ra LOYED ' roxa MT90 xutMIl roe*cxronE . DR4q/ING� ' - monnR nuxngcanEo OR „� 01111' APPARATA Oki-AM wnwr ' REFER TO SHEET GN FOR NOTES >,. roo 6999 -��' ' FELEVATION xHIMM nraartrnsrx.NOT xorua® PERTAINING TO THIS DRAWING. MMpLsoexnarroonaeatwn BN6ET� - roronee nrN nc llYr'DIE MIrOED - 3e5', .. i I 5410P BY:' poalml!wTHE REFER TO SHEET GN FOR NOTES � � TQ PERTAINING' TO TH15 DRAWING. DATE: - EUI SMA atlV N: CO E MANS W2e TEWION STRAPS PALL APPARY IS ft TIR!C0+9®br IS/ed NAILS PER END kd NAILS$''OOC BOTH SIDES ALL ASMI 10LE WfD AID LOLYS! KIBEfXiLA55 SHIIYiLES R 6 E0Y IRdN[N1111m AID COATED / \\\ P5 BUILDING ATGV NgpFDW2CEMQTiT M11E I - - COIDIiION INA?n UISBV i0 EE 114 OR R10GEVFNr BY M%FOR PAPER RAW S BF•QtY[ MPAm OR 8 HBEi�iI,A55 6MAGLE6 NOTALL FOR ON-511E - � DRAWYS,004119 MY MW S OIt PARIS �.�� ��� FBEFd"iLA58 8HMGL,Es MSTALLATIGN - iHNROF,11E CQIIBl12 Mor NDT BB[MpL1LOmBUIL / \ N HOLE ORN PML!TOOMM OR WED SO ALUM PRP EWE- = LtSte lSM%.4W STRAP FOR OT4ER TW)I nq MER'EE NTMED PAPER RIXF 6NEARIWG .� EvEw TREE DNM THE Emblem O WRTEN'Film IdN ❑ /` , 15 BUILDSG PAPER NAIL IM-led PER TRA8 OF ON BULDINS SYSTEMS M S I� ALUM F49clA - Md NAILS - OL SUB IA iYS6 FIELD DN • 5/8"DRYWALL - ROOF 6NEAtHR PER CALC CONNECTION t PEOD SQFi \DBTOP LATE CONTINUOUS -� 24 LEDGER NAILER 14'DRYWALL 2x6 STUD•k'OL, FRE-M4NFACNRED VINYL SIDING- PRE MANUFACTURED UT ROOF TN155 m PLYuaoD R-b abBLancN q1D91 _ \ 33 1D91 ROOF Mss SEE s4EE1 F9��' ST / ./�?/ STORAGE, a 11 EAVE DETAIL ROOF RIDGE DETAIL v� 4 ME x-- SST%DRYWALL R-3S MSL4ATION - N PLYWOOD �Zx6 STUD fiEE STRAP PON YPJ COIL y- iq MEMBER PER PAGES 1-9 SEE SNEET%4" `� SEE SWEETS PI,P6,P1,PS m d OD THS NFW YORK LOADRG -IR'DRYWALL I4'DRYWALL Q AND 6d N IL$MR VINYL SIDING ��IR'DRYWALL SNIP LOOM PLYWOOD NYLED fb)kd NAILS MR TRLS6 1x6 571P•k'OL R-B MSUL4TI(N �' SEE 6HFET PI SEE BVEEi% 1yS 4"O.0 EDGE PER CALL11LAilON& i0 a PAGE52OFB VINYL SDSG /-R-M M511LATW)N -tx55111D Fry SECTION D SW1SP(N 0520 COIL IR PLYWOOD BOi MA1E STRAP (TYP) —� /-ilk o58 JJ R-3e MBLLATION ,�� SEE SHEET PI 4 Pe"14 N •- V PREF TRAS MANUFACTURED 5E1PWN C610 COIL 3/4'iG DECKING / ME TIG DECMING ROOF TR165 STRAP MIA b'LONG u / \ SEE SHEET PI t p4 IST (EACH 5TUDTO FLOOR) I P t F4 D16PCN LS]0 COIL 91MBPON Gte COIL STRAP b•LONG D kd i0E NAILED STRAP 36'LONG !EACH STUD 10 W S k'OL.FERMEtER INSTALLED.4-1 FLOOR TTPIGILI UL Q JJUUQII C FIELD COMVECfICN l DBL 2xb FER1 BANDS OG ON SITE BY SET a r m I' \ CREW-BE 511EEi PSI 1 / W SP:N CSW COIL W Zxb CONT. 5/6'DRTIW4LL ,ANCHOR BOLT 5J6'DRYWALL lSi !STRvD le.EACH 91W00.G6MPEON C920IX)IL STRAP MM •PL 81LL PLATE \ / SEE SHEET%DBL.TDP PLA1E b"LONS(EACH 61UD TO TRLMb a FbJRED an"CS20 COL \. 9 BLOCK N PLYWOOp 1x6 SND STRAP !TP) TYPICAL) 2x3 51W•k'OC- 1II6 O56 FD'JNDATION WNLL SEE SEEt%4 PB 5EE SHEETS%Pb,Pl,PB 2x4 STUD N'DRYWALL - VINYL SIDED 9 0)ON 911E BT OTHERv I R-B M511LATILIJ WSEE SHEET PI 1A6 o5B m � 1- A i 3 MATE WALL TRU55 DETAIL EXT. WALL 5M6POND5t000IL SEE SHEETPtPe 4 _1 d 4 ��/J� 51MSP N 0520 COIL STRAP (1YPl 34"iG DEIXRG pp W FDN. DETAIL rFAC�STRAP B.LOG �' SEE SHEET PII P4 TYPIC L) TOFLOOR -� SEESEET P1P4 / '4 Sdd LLLLq" { 't r DRYWAALI - glI�L pLA1E R-B M51L4110N / R-19 MSIIk.ATlgd rcrcrc U, 2x4 STIR ONSITE BTOTHERON 511E BY OTHER ON SITE BY OTHERU2'DRYWALLS IMPSON CS20 COIL STAP MR $IMF"0520 COIL&TAP MR BEE SHEET PL t P38"LL1Ya(EACH STUD i0 FLOOR) b"LONG fEADH 51UD i0 FL 2x4 STUD•k'OL. NOTE.U?"PLTWCOD BO1/k fTJB PLYWOOD BLOGKPG 14"TSG DECKDBL 2x10 PERI.BANDS FASTENING OF FLOOR TO FOUNDATION _8 N C o �, 8 BOT.PLATE - SHALL BE WNTH kd NAILS,TOE NAILED 4TR0 Nq, 3ld'TIG DECKING,- DBL 2x PERS BANDS COLUMN SUPPLIED I PERIMETER'BANDS AND SILL PLATE r k'c/4 a d -_-_ JOIST r W OC, 2x6 BUILD-SIP INSTALLED ON 611E m EE _ BY OTHER N ev THREADED ED ROD _ Y SSS j 40'OC WNW THREADED FDD R i 2.6 JOIST 24 LEWE W W114&HERS I NITS '� rl '4;--�rr�' H- hID JOIST _ 4a•Oc � JOIST HAILER =MLP IrTlm rc� o 1e WELDED TO PLATE 5/S"DRYWALL 1'; - (41 SMN4'L G BOLT WELDED TO COLUMN DBL TOP.PLATE SI DBL ZxS PERI.BANDS -TN=m --T1T-Ti1- (SEE FOND.PLYa DETIILI SIMPSON C520 FAIL STOP LMR G HFI 111 OSB B"LONG lTJ.LH 51Up i0 CCG' p�c OP �` f N AAA 214 SND r k"OC ' S2'DRYWALL-� D � � iI III CR055 5ECTION MATE/COLUMN DETAIL ��FLOOR/DEICING DETAIL 24'-P WIDE Bio 69B�OF2¢ ' ��NE ST PTf II J� R-IS "DRYWALL ✓ _ Q II' TUDVl PLTWDDD INOULATIg4' YvWI 51D43/4"TSG DE MG10d NAILS9 12° O.C. YNTL 511", 0 4dTOENAIEKNEE WALL(2) 16d NAILSSIMSON Dow COL ew aaL kulim - STRAP SS. /7 EACH STUD BAY eu Ae4¢ty 5) 12d NAILS N .6M w 4'OL. 2x6 CEL JOI5T 46al.0�wNerwv W ,� .� 5/e•DRYWALL T PER ?BUSS DECKING g.� A, Q a o a w SHEATFIMG _ N¢edere all vari4 wlccmwuwuw =2 lh sKn,N a OR AS REQUIRED BY TRUSS MANUS. p.i n•.n• Mm Muv V VINYL SIDING.' 2x65TUD roc ul.¢aN.rorleio _ Ip -`� vi°DR7WALL MATE WALL SHEATHING DETAIL CORNER NOLDDOWN DETAIL 2�Stor FIELD NftLEp SNUTHRG y. FOR BRACED WALL LSE o GABLE END WALL orsaUJ Na, 7 FLOOR/CEILING DETAIL 8 CO LA TI T T L R E 0 U55 R 9 KNEEWALIL TO TRU6$ ' cRoas 4 0 �4MET" .r 31'DEWALL 4 I I CIRCUIT LEGEND CIRCUIT LEGEND FLEGTRICAL 5TT1E10L5 11 BERNNG VOLT WIC BEAKER N' 5ERVING _—_—. VOLT5 WRE BREAKER ,f_ �y a _ �op By, HOME RUN TO ENTRANCE PANEL p�,feln(7 uf1lt Bedroom: Z'0.IL (U) 1 GARAGES RECEPTS GFI'S 120 12-2 20 AMP 2 GENERAL LIGHTING 120 14-2 15 AMP ENTRANCE PANEL ((BELOW FLOUR �J v DATE: 3 KITCHEN OR giNiNO RECEPTS 120 12-2 20 AMP 4 GENERAL LIGHTING 120 14-2 15 AMP ® EXCEPT FOR CRAVkSPACE) All branch circuits that supply 125-volt single-phase. 15-and 5 WASHER RECEPT 120 12-2 20 AMP 6 DRYER REOEPI 240 10-3 30 AMP UL APPROVED > 2m-ampere outlets installed In dwelllrg unit bedrooms shall 7 OfSHWASHER 12D 14-2 15 AMP 8 ® (AC-DC SMOKE DETECTOR 9 GARBAGE DISPOSAL 12D 14-2 15 AMP 10 REFRIGERATOR RECEPT 120 14-2 15 AMP U L APPROVED (AC-DC) CARDON MONOXIDE DETECTOR ® be protected by an arc-Fault circuit interrupter listed to 11 KITCHEN OR DINING RECEPTS 120 12-2 20 AMP 12 GENERAL LIGHTING 120 14-2 15 AMP ��, (AC_OC) SMOKE DETECTOR (FIELD INSTALLED) P he 13 KITCHEN OR DINING RECEPTS 120 12-2 20 AMP 14 FAMILY RM RECEPTS 120 14-2 15 AMP provide protection Of the entire branch CIrC(Jt. 15 BATHROOM GH'S 120 12-2 20 AMP 16 LIVING RM RECEPTS 120 14-2 15 AMP WALL OR CEILING LIGHT FIXTURE 17 DORM 3 RECEPTS 120 14-2 15 AMP - 18 SITTING RM RECEPTS 120 14-2 15 AMP ra LIGHT FIXTURE W/VENTED FAN (50 CFM MIN) 19 GENERAL LIGHTING 120 14-2 15 AMP 20 WHIRLPOOL 120 14-2, 15 AMP 21 BATHROOM GFI'S 120 12-2 20 AMP 22 BDRM 2 RECEPTS 120 14-2 15 AMP 240 VOLT RECEPOCAL 23 BATHROOM GFI'S 120 12-2 ZQ AMP 24 MASTER FORM RECEPTS 120 14-2 15 AMP 1/2 SWIIOILED REOEPIICAL __ 25 GENERAL LIGHTING 120 14-2 15 AMP 26 WATER HEATER (450D WATTS) 240 10-2 25 AMP '� DUPLEX RECEPTICAL 27 26 6 SINGLE POLE SWITCH LREFER TO SHEET ON FOR NOTES 29 so 9 32 A 3 WAY SWITCH RTAINING TO THIS DRAWING. W M1 13 33 34 �l JUNCTION BOX 35 36 Kn} RECESSED LIGHT FIXTURESh- 37 36 39 40 O WALL LIGHT FIXTURE OVER IAV. a J F . g333j UW N '' m IL r ISM Y r J I I _ ___________Y GFI eO GFI GFI :5 F LLP Q 9OP III 1�3___________- ---------- ------------------------ 13---_ ,-- i 13_ T b �? _�2______ �r _ iO BREAKFAST AREArS-- a_ I DINING ROOM 1 .3 KITCHEN o TTO MREPLACE O BLQlE6 ' II I R 4 It 30"40' -4 4 1 �� F0 � ' --------------------------------------- i______� GARAGE XTRA ( ERECEPT6 IIEF ____________ir_____ II ACCE56 NN GtA Rd.GE :C - -I,I1 I7 -,iW m r ____ It_______4 -- — a w as .. AS I__�r_______ _ .,r 1_____�r__ ._______J____ _ �� I`. '-' ] ------------- 3 , 25 C a D Z '' - n ___ _____4 , II Kle-- j ' __________ 0 T �______________ t_____________ _____ I r II ________ L_____ Y N T - - - - - - - o— '`--- 3 ------------------------------ 1 = ° -------------- M x --- U 16 ME, 24 24 GARAGE 14 FAMILY U LIVING ROOM \ 1 6 14 I ROOM ODULA es � 3/d __ _ " M—+9�R z juur�,6wra =�---�� nb� ------ 4 ���L` - =,w1�lr wr�.rnTCN --� GFl —-- -N _ L.IIr . _ -_ �GF+4 ---- I METAL BOX � I' COINELT iO ------ Ir --------, `---- ------ -- 7`, n' r ,7)a(, 1METAL BOX III . . ._.. I4 II i r � oramrt.— i WIS ABOVE " A I ___1 , I I , I Iii '✓ �.� I L------- ------ 14 _ ___ ____M Iii - __ __—__ - % ••.� - _ ii i ir__r_________________ ____'.1111 � _ Iii n`` ' , r ------------- --------------- � I 5511 S5 55 M M 9 z L__ M 14 IMI,59 .• _ �y li I 94 € 3WIn --- li��v m� II �o O Yl N0 OOCFRFE W.A1IRIT M EIAIDNi HVIIN NC61C0]N M . P PROPEET W 1 _ FEOR'N dY .. bN00Y9ED ALL APFLIObLE INV[pIlEINIf LAWi. tt*EBG��RR1�MlI11Ii1ED NDOVED LMf3gELr - TOYOUNCplElp@1LE 11lAY'1 i0 TWE la✓DIO EN2Ti R DEE' II W►ED *OR FIAM _0 DRA111m, OR - , 2-5tor urDeeoa �. .�0al+mmAounaon FIRF FLOOR ELECTRICAL �L,4 � TIElEOF TIE DpttIR1�11Ag . Y 4E OECL01® WAI C} o y `: 15T FLR ELECTRIC NNKA[OItNrAIO'T00nIE111 �A o 6 9 9 - WNdrTEB RMED T M�DO'K%GN ' F�Hc srnr'�JG, YP1.MI LAYIXIT - SWEET: 5 ELECTRICAL 5YMB0L9 sNOPBY: HOME RUN TO ENTRANCE PANEL Dwelline Unit Bedrooms: 210.12 (B) REFER TO SHEET GN FOR NOTES DATE: - EXCEPT FOR PANEL (BELOW Allll branch circuits that supJply 125-volt, single-phase. 15-and PERTAINING TO THIS DRAWING. ® UL APPROVED (AC-DC) SMOKE DETECTOR 20-ampere outlets Installed In dwelling unit bedrooms shall - ® UL APPROVED (AC-DC) CARDON MONOXIDE DETECTOR be protected by an arc-fault circuit interrupter listed to t�9 (AC-DC) SMOKE DETECTOR (FIELD INSTALLED) provide protection of the entire branch circuit. WALL OR CEILING LIGHT FIXTURE - LIGHT FIX FRE W/VENTED FAN (50 CFM MIN) 240 VOLT RECEPTICAL - 1/2 SWITCHED RECEPTICAL DUPLEX RECEPTICAL 4 SINGLE POI SWITCH 1- !. 3 WAY SWITCH LID - JUNCTION BOX a 1- III -(} RECESSED LIGHT FIXTURE C� WALL LIGHT FIXTURE OVER LAV. 3 V JJ R- N Q n I it N n IT 0 III 71 1 yMSTR j " - `� - SITTING ROOM - - \� g na BATH WI WITCH 1 A ---- �. mora eox Aa 1 � I; '( n III l BEDROOM 11 I iii / 3 1 -- 1 __�y�_______� NAIL *0 A q IE TOATIIC— ) I L__J • PILL OWN 3TAIR5 j ` � 1 �r _ L - -i — - _-- - --- - -- - "-'-- III 6GNER TO - g �M II T7 ' I 24 1 ! _ f ' 'I -------- -- ------- "RE eeLaw ----�---J------- 24 l II � f �\ _I'; •\� I i i �___'\____---- ---------- - �2 Q SII I ' BOX MASTER BEDROOM n, I 1 I � _ IL__--_______ '�r • wrE.ewra I I 1 n I II '�;.r T METAL 2Tox 11 I u ------------------------ 1 WALL II W4BATH j BEDROOM 2 � 11 74— L_______Tr-----------------------7: J 1- YAl I- II _'23 .p} 24 GFI _ n 22 Q l3 ? k' Jnr ooaeexrrn�na'9nYv . ! y�e � � � I I UNSIULDN W0111r IC,4NOCOMANE / !� x .. ET01'AM,C'4soleuraN con AKE LAW - / MODEL. II' A4 GeRwrao 2-9tory - W6Y%wo mwNT MRE TO m �9 'DRAWMGI:: ' DIe1TCElDaORlk®M.ND NM4KN4 - ' tylelEV.NE 0I1MEMO MAY 00MVIIW.OIp Io syg 2z 7ND SLR ELECTRIC . lV01MM6(IW SECOND FLOOR ELECTRICAL PLAN 9 ' ?ILAYa�T `Ibll011ER'INW iIE lIRYp NIEOm �__/ _ $HEFT1caNwuUE RNR + , SNOP BY: DATE: LLNVmOym To veHr THp1.Y14 a WTN V E,WASTE AND VENT FITTINGS C OTeo To vENr cMlecrED To vplr cONJEcmo T6 t6Vr APP IAM NnINGy INH rate]'JOH RIXfi mTua" ruppKaH,0.-P wTu I.In O 4!'rF<PIA�ITINSB f 4PRiG IPTE FITfhGe 4fY%PIPTE FRTINGB �T DEBGRPTGN I 45' ELL ' 3a ee w 90• ELL 6 a- WYE ae O va, LONG TUM TT�- n B SANITARY TEE W. ' ruvan, / 3 'n" WLAv EE QKrt.elNc _On /� T -TRAP (5EE NOTE W# WfIGN1L 0 Ie 1'/ S -nLONG SWEEP 1/4 BEND W4vay9 -InCLE4NIXIT W/PLUGeT1e ]" 45- ELL11 ol ro N a 3^ as ae 1] ]" 90' ELL 13 ]" WYEIa 3. - 14 ]" LONG TURN TY C-) 3" 3T IS ]" 9M'ITART TEE TO MAIN DRAM ATO MAIN O,41N 3 TO MAN O,AM Ia TEE U -� TO MAIN p IN Il Z" P-TRAP (SEE NOTE O.W.V. 18 ]" LONG SWEEP 1/4 BEND -KITCHEN D.W.V.-WASHER D.W.V.- MSTR BATH D.W.V.-HALL BATH JJ 19 Y' CLEANOUT WIPLUG V 3" 4—EL FIkTI1RE •• pW _ ]I 5' ELL LT • LAv ]1 3" 90• ELL W SII 13 3" WYE In• - n. 24 3" LONG TURN TY q m n• iQ, eINX 25 3" SANITARY TEE T Im w' I 76 3" TEE `-In• Im ;+^ in- 9/4" 21 4"x3" CLOSET FLANGE \J Im L°v B j 28 3" LONG SWEEP V4 BEND 3;4^ n^ n3" CLEANOUT W/PLUCaIn —� / (� n/a .— 30 3" DOUBLE FIXTURE A. 31 3" LONG TURN ELL TUBI5{ 37 ]"x],"XI-IR" WYE • Q m a e V 83 3"r3"vl-I/]" WTE iry tt�� IQ ft- .ECT TO-AIN O� 34 3"x3"x]" WTE '3 (L CONNECT TO MM C Dr r�MAIN .'ILI LNEe EINi�T Lill@e I\" I 35 ]"%]"z-In" LONG TURN TT Q LL ccrMen ro MAIN ra^ 36 3"%3"zl-In" LONG TURN TT 0 .11-y LINLe 31 3"x3"x]" LONG TURN TY -In"%]" BUSHING 0 39 I-In"x3" BUSHING IL!a m 40 ]"x3" HING W.5_KnL7iE1� _ W.S.-WASHER W.S.-MSTR BAT4'1 EU- W.S.- HALL BATH 41 ]"CONT W/ 3/4" D W HOOK i (� m j 4] ]"x3" INCW45ER -UP "ii g >t Q III 43 4"%4"x3" LONG TURN TY - CfMIECTED TO vENr - -04 4"x4"x]" LONG TURN TT 3 N ruwArwl,DOF wru AuTe F45 4"z4"xl-n" LONG TURN TT a� Fr,oemluee 46 4" CLEANOUT W/PLIIG 'o m, �" SlALR DOUBLE FIXTURE TEE OR DOUBLE a -In' ]6 LA'✓ COMBINATION WYE AND I/B BEND tr�D n^ In•010, IWATER 9UF'PLT FITTINGS V) -N„ SWWR r;� Oj Ia^ jol m• DESCRIPTIONLAv a W' TT l V O 90' ELLpyB 90• STREET ELL TEE" 90• ELLa4 / " TEE�'\ ;4" " MPT0J 3" "%In" 90' ELLi4 CONNI!C LNI!& "x3/4"xln" TEE"xln"xln" TEE V -r- BATH W.S.-3/4 BATH LEGEND � ~ ^ �g°' Z --- COLD WATER LINES Q.L� Z ---- HOT WATER LINES WI NE88 L E Wli SHUT-CFF VALVE$ mx '3 (n m wi SEG HFC � Q ' MAM WLL'Blf 33 TVE PRORMT R �`' H H. � � ..1 F&L AMFI'KORWiq!COME)LA 8T USIIELIGIE IT Ca AIVLIW `t ;) MODEL: II Y BEN cwoBCfm A`O LOA`ID 70 YOU Ntai kl NIV V Be TONE 2-story ttwlrKN Hato NNotroeE COFlD OR DkP03m OF de Wm TO Atl N M/KKa DRAYYd,Owir 4FRY w BE D PAR10 _ " / DR4WINGv NEW.7w Cp11LNIS MO Nm BE OEM REFER TO SHEET ON FOR NOTES PLU-Ifi ING Pm ORNMRI TODTN9tb rww \r 69 4, - IOROIIERiNNIiIEM'roENTBOm `�oF --� tF°j PLAN LAYOUT - WiHCOf TE E10'!F3lm 113RBI FBiK610N PERTAINING TO THS DRAWING. New WY.oeGl nemrtF�. - ``". .— 9NEE71 / ' I LJ I% I AMENDMENT TO NESIN'S FOUNDATION PLP SUN BUILDING SYSTEMS PLAN 4007 8.. CRAWL, SPACE ' 3'- 6" CRAWL SPACE ELEV. 9.1 OR GREATER 2"RAT OAT #5 REBARS of "ew 3' p�F' Asch REAR ENTR RONT 8"X16"FOOTING z5y,.42� sioNP` - ---- - --- --- ---- ---- 5Wcp, LOADS SI—IOWII FOR OPJ SITE REFER TO SIICCT GN FOR NOIf_S I DATE: DESIGN PIJRPOSES ONLY. PIRIAINING TO THIS DRAWIINIG. J F-TYPICAL CORNER CONNECTION ,'r�•,,,y,� ar SIMPSON 5TuowR,) OR SIMILAR """ FOUNDATION LOADING SCHEDULE J WITH A HOLD DOILN CAPACITY ..n ... OF 5,850 POUNDS A I _" "` " WALL NOW LOAD SF) wn,nn,.... .n,^nm",.,n -9pl q•b ^r'° I'M •opum Fln,e (SEE MANUFACTUREnmm .nm, SI- .nme,•nII PEG'$) (P � � r I 1..•a.x nv•aszar SIDE WALL 1845 y- mp MATE WALL 2468 9r1"1... .Ulan,. D w• _---yl••I s„ey \.-hn.'10]il""rna anon all omb J ti DESIGN PARAMETERS: "'al Tr n-prr,7�fTl �' m _ I' ,III,-III, of)III lu_ IVU hll,ln I' HOUSE WIDTH = 26'-I" i u w m III nJ ROOF PITCH = 7/12 III11 Figure 3.1a Sill plate anchorage to concrete foundation wall �� nl,=ilY IU - -III IIII„III-III, TRUSS TYPE - STORAGE, •"�'" W II AWr NOR Tn t5 ARL 5,'B' Uln �� I (17 REi1mRCo nr enrrl Cnl'uER wrtnua I2” SEE NOTE '6 AND SPAIN; 25- OC. MAY IHEHE Ai 1En (HOLD DOWd CAPACITI 5,850 LBS) AND WHINN Iz' of ALL vLn IE SvucFS SIMILAR TOA 51MPSON STR� ilE HOLDOILN PIER DETAIL PER IAULL J ]A F n2 / 5T14DI4R) (SEE DETAIL AND TABLE 07— P2 4 P3J - TYPICAL ALL FOUR CORNERS r 40. 3 S9�t — .1 — �= --- - ---- _ — .rl .L ���_' �._�Q ° �oQ..__u_m_➢__ O_ O°._� __F-qL _ I•' .- . __ ._- _ L _-_ __ __ .. __ _ _ _________- � T q L__-_. ____ _— -.__ ❑p r _ f--- - ---- ---- -------- ------- - ----- - --- --- - - -- - - - - ---- --- ➢ 10 AFEA CONCWE WALL � QO _ CONCRETE FOOTM6 I • i I I I I � n '�"' • IL m CRAU1 5FACE 1 I I I I I I yr tn,u • m 112 p I 0 _ 8'-0" 4'• I" 4'- I" 4'-II" 4'-II" 4'-II" 4' 5+ ° t rc s , W U a In z� I i � -- -------�- 1--- � -�-- - --1-- I I uNErcgvarE� . , I ,� � ar �Zo L ____ -I n L-_._ - L L __ Iz,-01, IY � I • I I - � -r--- ---------- - ---111 m -= (1 i I I I I I I lD I I I I N I , I I I I 1 0 L_ __________y -� T U =� ------------------- ------------ ---------- - -- 1 --II- ----- - 9 'F ° -/ • \ rdl�L ooae.�a�D--4DDea AWA ° f = � 90 Q�� )z ------------ ---- --- --- p UPLIFT STRAPS PER DETAIL 414 .3' g Page 115 TABLE 33B (I6" OC.) 1'-4 8_3" _-- V-1018'-3" p'-qU a em $' VERIFIED BY A DE5IGN PROFE5 L CWW m 9 N m ZZ' 39'-1,1 - ------- --- - --------- —24.011 — -- 0 SL Q W •IM LOW,611Ie11E PIE�PERII'OF r- -'--I F_--�, TN15 S1MBOL REPRESENT5 � ~ ""Ic W STETas FC Arp G[MANS A LOAD BEARING COLUMN, FALL AI plil'IEOFfM11L,NCOrFFED S' pLL pTLCpELE WAP�ELpre. /� I I \ THIP COLUMN MAY NOT BE ShM - neDENSTENarEREDplDlOprkD Ili I L-___� MOVED IN ANIW41' � rY � ; MODEL, roTQINCONOClCE,enEn le rVE L ___ A , &� 2-5tor caonD MprnFa roeecDnmac g y DIAWA ALort MEDroIv NNYOG la B wMo eE okcRcem bF2AWING: ,: 11405CF.TW FOUNDATION PLAN � � ! FOUNDATION IFm N 04X O mw,WTOOMI400Ni m Now Slfi PLAN LAYOUT WWW"OWFEVAD MAIM PEraleEq! —__ /rr OFinE m SIN mom Freres INC S41EET, '