Loading...
HomeMy WebLinkAbout30944-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31818 Date: 09/14/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 645 FISHERMANS BEACH RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 1 Lot 33 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2005 pursuant to which Building Permit No. 30944-Z dated FEBRUARY 8, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5597 DATED 11/4/04 . The certificate is issued to JANE P GOELLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2091286 06/29/06 PLUMBERS CERTIFICATION DATED 09/01/06 MATTITUCK PLUMB.&HEATING uthorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 0 Date. / (( �b New Construction: // Old or Pre-existing Building: ��(check one) Location of Property: 4 -5 �15H F,,4 y71/g N House No. Street Hamlet Owner or Owners of Property: '37m JI�:_ F Suffolk County Tax Map No 1000, Section / 1 1 Block d v o Lot 033 Subdivision Filed Map. Lot: Permit No. Date of Permit.y / �05 Applicant: �,rAP/F P (frO� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $,__2S 0Q Applicant Signature C-0 _& 3f8"I � OrJ�rJ@fartrJacJ�Lffl PrJ�cPrJ@frJrl211!PcPrJr�arJ arJ@PrJ�rJ ar�rlcl�rJAJc1rJrJprLPLr@rQffl JL1PLPCrJrPr�rJrJrJ�rJ� CO 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 �5 40 FULTON STREET — NEW YORK, NY 10038 5 S CERTIFIES THAT 5 Upgn the application of upon premises owned by 5 JIM SAGE ELEC. INC. JANE GOELLER c7 Dj P.O. BOX 38 645 FISHERMANS BEACH RD. C5 RT, NY 11944-0038, 5 G 645 F SHERMANS BEACH RD. CUTCHOGUE NY 11935 UTCHOGUE, NY 11935 Located at 5 S5 Application Number: 2091286 Certificate Number: 2091286 S 5 Section: Block: Lot: Building Permit: 30499Z BDC: nsl1 rrrS Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of e electrical devices and wiring, described below, located in/on the premises at: 5 5� First Floor,Second Floor,2 story additioon,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 29th Day of June,2006. 5 5 Name (LTY Rate Rgtine Circuit Type 5+ 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide S 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. 5 SWater Heater 1 0 4.5 KW 5 5 Electric Heater Baseboard 5 0 20 Amps 5 5 Wiring and Devices 5 Outlet 21 0 Fixture 5 5 Fixture 18 0 Incandescent 5 5 Fixture 3 0 Flourescent 5 5 Outlet 38 0 General Purpose 5 5 5 Receptacle 24 0 General Purpose 5 Switch 33 0 General Purpose 5 5 Paddle Fan 1 0 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer seal 5 5 Receptacle 3 0 20 amp Air Conditioner 5 55 Continued on Next Page 1 of 2 c5 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 ���rL3rs a �ssrsrsrnsrr�n�n�n�rsr�rssr glrl rrrs�s�rstr��rsrr��r��ss�rr nr n�n�n�n�r�nss�n�nrs Co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY e5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. JANE GOELLERP.O. BOX 38 645 5 5 G EE PORT, NY 11944-0038, CUTCHOGUEANY BE ACH RD. g 5 C�C5 5 Located at 645 FISHERMANS BEACH RD. CUTCHOGUE, NY 11935 Application Number: 2091286 Certificate Number: 2091286 C� SSection: Block: Lot: Building Permit: 30499Z BDC: ns11 5 Described as a Residential 1200-1799 square R. occupancy, wherein the premises electrical system consisting of c electrical devices and wiring, described below, located in/on the premises at: �5 First Floor,Second Floor,2 story additioon,Outside, c� �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj 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 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of June,2006. 5 5 Name OTY Rate Rating Circuit Tvoe 5 GFCI Circuit Breaker 1 0 20 amp 5 Receptacle 2 0 GFCI 5 CSU Service 5 SI Phase 3W Service Rating 200 Amperes S SService Disconnect: 1 200 cb LSJ 5 Meters: I 5 5 5 5 5 5 5 5 seal 5 S 2 of 2VJ 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 o s 1����PLPr������@�� POO F04 0�0 y� N Z Town Hall,53095 Main RoadOy �� Fax(631)765-9502 P.O. Box 1179 �01 �a0 Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 111Z Co Building Permit No. 3os�y Owner: Q�N Jf, • (SrUfZZ� (Pll/eas(e�print)I // Plumber: 1. o '. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 DG DENISE KING Notary Public,State of New York Registration #01KI6041757 Ouali lied in Suffolk County M Commission Expires May 15,2 f-7 Notary Public� ��� County 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. 30944 Z Date FEBRUARY 8, 2005 Permission is hereby granted to: JANE P GOELLER 349 RIDGECREST DR SANTA BARBARA, CA 93108 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR PER ZBA AND DEC WITH FLOOD PERMIT at premises located at 645 FISHERMANS BEACH RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0001 Lot No. 033 pursuant to application dated FEBRUARY 4 , 2005 and approved by the Building Inspector to expire on AUGUST 8, 2006 . Fee $ 327 .40 Auth zed Si re ORIGINAL Rev. 5/8/02 h g�FF01/r /Ruth ALS BOARD MEMBERS �p� CO Southold Town Hall D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y = P.O. Box 1179 Lydia A.Tortora "� Southold,NY 11971-0959 Vincent Orlandop!� Tel. (631) 765-1809 James Dinizio,Jr. l �p Fax (631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 4, 2004 ZBA Ref. 5597—JANE GOELLER Property Location: 645 Haywaters Road, Cutchogue CTM 111-1-33 4 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 projgjst is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 23,195 sq. ft. parcel has 65 ft. frontage along Haywaters Road and 311.96 feet along the westerly side property line. The property is improved with a single-family, one-story frame house with attached garage, and deck, as shown on the August 21, 2003 survey prepared by John C. Ehlers. BASIS OF APPLICATION: Building Department's August 6, 2004 Notice of Disapproval, citing Section 100-242 and 100-244, in its denial of a building permit to construct additions with alterations to the existing dwelling. The reasons stated in the Building Inspector's disapproval are that the proposed construction is not permitted because the additions and alterations will constitute an increase in the degree of nonconformance at less than 15 feet on a single side yard and less than 35 feet total side yards. , FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 21, 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: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct an addition at the westerly side of her dwelling with a minimum setback of 11 feet. The 15' x 36' addition will contain two stories, and the 6' x 10' front porch will contain a second-floor open, unroofed deck, as shown on the May 25, 2004 amended survey prepared by John C. Ehlers. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the parcel is a pre-existing, nonconforming lot, created prior to the enactment of zoning, with a size of 23,195 sq. ft. The proposed addition is consistent with a majority of the lots in the neighborhood, which also contain Paige 2—November 4,2004 ZBA Ref.5597—Jane Goeller CTM Id: 111-1-33 less than 40,000 sq. ft. of land area, and which contain similar or closer setbacks to property lines. The design is similar to those in the area with a proposed height not exceeding 25 feet. The applicant also confirmed that the gable roof will run in a line parallel from southeast to northwest to allow for sunlight to remain for the benefit of adjacent lands. 2. The difficulty was not self-created. 3. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the house would need to be demolished and rebuilt with conforming setbacks in order to avoid a variance. The lot is long and narrow, and the applicant wishes to add to the existing dwelling, improving the design similar to those in the area, without rebuilding. 4. The variance granted herein is not substantial. The addition is a four ft. reduction on a single side yard, and the separation from the adjacent dwelling is proposed to be 21 feet. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. In addition, the proposed addition will require approvals under the state and local wetland regulation procedures. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Orlando, and duly carried, to GRANT the variance as applied for, as shown on the May 25, 2004 amended survey prepared by John C. Ehlers and the March 25, 2004 elevation and floor diagrams prepared by Mark Schwartz, Architect. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-Q<A , & AnU�a Ruth D. Oliva, Chairwoman 12/6/04 Approved for Filing New York State Department of Environmental Conservation Division of Environmental Permits 4 Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 4440365 AM Facsimile (631) 444-0360 Iowa Erin M. Crotty Commissioner March 12, 2004 Ms. Jane Goellerto4- 349 Ridgecrest Drive tGG Santa Barbara, CA 93108 RE: 1-4738-03286/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 62 1) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, C/ "Laura J. Scovai2o Environmental Analyst LJS/ls NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03286/00001 March 12,2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental March 31, 2009 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- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Jane Goeller (805) 969-9071 ADDRESS OF PERMITTEE 349 Rid ecrest Drive, Santa Barbara, CA 43log CONTACT PERSON FOR PERMITTED WORK F631) HONE NUMBER Mark K. Schwartz, P.O. Box 933, Cutcho ue, NY 11935 734 4185 NAME AND ADDRESS OF PROJECT/FACILITY Goeller property, 645 Ha aters Road AKA Fishermans Beach Road Cutcho ue SCTM #1000-111-1-33 COUNTYTOWN WATEWOURSE NYTM COORDINATES Suffolk Southold Cutcho ue Harbor DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions and decks on existing dwelling. All work must be done in accordance with the attached plans stamped NYSDEC approved on 3/12/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMI ISTRATOR: DRESS John A. Wie nd LJS Re ion 1 adquarters, Bldg. #40, SUNY, StonyBrook, NY 11790-2356 AUT %1D SIGNATURE DATE Page 1 of 4 March 12, 2004 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 driveways and/or lawn areas. 5. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 6. This permit does not authorize any alteration, expansion or replacement of existing septic systems. 7. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 8. Roof runoff must be directed to drywells at the comers of the proposed additions for immediate on-site recharge. DEC PERMIT NUMBER PAGE 2 of 4 1-4738-03286/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 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 Departmentto remove oralterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State,and to such extent and in such time and manneras the Department of 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 under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was prepared by John C. Ehlers last revised 1/22/04 DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03286/00001 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 indemnity and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,oroperation and maintenance of,the facility orfacilities 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: Permittes'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 conditionswhile 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 1-4738-03286/00001 9520.1 (11/03)-&1 New York State Department of Environmental Conservation vNOTICE � M The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of the approved work and any Department conditions applied to the approval, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Permit Number Hq3?-Q3Z% WoRegional Permit Administrator Expiration Date 3131/,Z60 ' 3 02,00 NOTE: This notice is NOT a permit Mark K. Schwartz, AIA — Architect, PLLC • ,s P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 June 22,2006 Southold Town Building Department Main Road Southold, New York 11971 Re: Goeller House 645 Fisherman Beach Road Cutchogue,New York Building Permit#30944 To Whom This May Concern: I have been back to the aforementioned site to inspect the rough plumbing. The pressure test for the piping was complete and the waste/vent pipes have been filled with no leaks detected. I hereby certify,to the best of my knowledge,all plumbing work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any question or require additional information. Very truly yours, ` 6 � G4 a el Mark Schwartz - JUL Gceller961dgDept.doc - i li Mark K. Schwartz, AIA — Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 June 16,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Goeller House 645 Fishermans Beach Road Cutchogue,New York Building Permit#30944 To Whom This May Concem: I reviewed the project insulation work during the construction phase. To the best of my knowledge, the insulation has been installed as per plans and meets or exceeds NYS code requirements. Very truly yours, . p ti Mark Schwartz GoellerlOBidgDept.doc Mark K. Schwartz, AIA — Architect, PLLC �. P.O.Box 933 Rh .(631)734-4185 -%w.' Cutdwgue,New York 11935 Fax:(631)734-2110 December 02,2005 Southold Town Building Department SAN 9 Main Road Southold,New York 11971 Re: Goeller House 6415 Fisherman Beach Road Cutchogue,New York Building Permit# 30944 To Whom This May Concern: I inspected the installation of the poured concrete footings and foundation walls during the construction phase. To the best of my knowledge, the foundation system has been completed as per plans and meet or exceed NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, R� Mark Schwartz Goe1kr8BIdgDept.doc Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 •:%«�' Cutchogue,New York 11935 Pax:(631)734-2110 January 06,2006 SAN 9 Southold Town Building Department Main Road Southold,New York 11971 Re: Goeller House 645 Fishermans Beach Road Cutchogue,New York Building Permit#30944 To Whom This May Concern: I inspected the project framing/strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have been completed as per plans and meet or exceed NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, +r y Y _ t Mark Schwartz Goeller9BldgDeptdoc ho�*of souTyolo 34114 �Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. � [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING�FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: U.. o , DATE 727 _6� INSPECTOR �o�yOF SOOT,yo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION' : [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT16Wr REMARKS: 4d 44,k- p-L 2 , / �cl AL i DATE S—� INSPECTOR �� FIELD INSPECTION REPORT DATE COMMENTS (u O � FOUNDATION(1ST) — - FOUNDATION(2ND) -- rT 6` z PLUMBING y INSULATION PER N.Y.q — - - - - - STATE ENERGY CODE - - - - - -- - FINAL ` OL ADDITIONAL COMMENTS 67,r - -- --- - o m O - - m - - x b ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAfL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502n Survey www. northfork.net/Southold/ PERMIT NO. 700 Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20�_ Mail to: ✓I!L J[ffwTz Disapproved a/c /�6_iE:::_ /�X Phone: 7.3 4 Expiration 20 Building Ins e FEB 4 APPLICATION FOR BUILDING PERMIT JDate dZ Loz 6r 20 --- — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit 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 Inspector 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 re lations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a pllccantt-or name,if a corporation) (Mailing a�of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises�4z) L L 4 (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: G/Sly`-�'I/1�14x�f 1���LgGF�} IZGr4� Glif'Z%� House Number Street Hamlet County Tax Map No. 1000 Section Block d Lidf Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,�/,U(, F FA "011 C a le /fg?CA, b. Intended use and occupancy 41pi 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 7r, [XXL Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories SEE ,l'v,2 v 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated E 4. d 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX_NO 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO F &0 4fG 14. Names of Owner of premises ,v- d " Address GFX«4%4_ Phone No.b05-9429-907/ Name of Architect s rr Address_ pa /1 ox 937 Phone No 73 4 -f/ePT Name of Contractor Address C(/n Aoa-cr Phone No. 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 jet- C� —ATZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ArIX7TAT/ ( ontracto , Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of__jj�_� _20 0,5 'Notary blicblic Si lure of Applicant UNDA J COCPot New Yc tpTApY PUSUC,Stet Q y 01C04822563. t 31.20 SJ C� JR:h PALS BOARD MEMBERS pO Southold Town Hall D. Oliva,Chairwoman o� /� 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 CO3 Lydia A.Tortora its • ,F Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio,Jr. �! �p Fax (631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD December 7, 2004 By Hand Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. Bridgehampton, NY Re: ZBA Ref. 5597 —Variance (Goeller Addition) �r� Dear Mr. P(Jr Berson: Please find enclosed a copy of the November 4, 2004 determination rendered by the Board of Appeals regarding the applicant's request for a variance. A copy of the enclosed was provided to today to the Building Departments for an update and final review under the codes. Please be sure to contact the Building Department (765-1802)to determine if any other documentation may be necessary. Thank you. Very truly yours, Linda Kowalski Enclosure Copies of Decision 12/7/04 to: Building Department TOWN OF SOUTHOLD PROPERTY RECORD CARD M' 7 OWNER STREET VILLAGE DISTRICT SUB. Lola a f[-0f-l`9tf a H e- p o e I%r FORMER OWNER N E ACREAGE , ,Z S W TYPE OF BUILDING 1 f fury WQ6tl / ro . e RES.C71 SEAS. VL. FARM comm. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS rS fy 67F6 e�fd k:2 � dOe) / fz��E �O �soe�kr• ltojilla fit oU �38do ✓ 20 0 %y 3 B,P /�s9� c�clO a� ; . t'/� isoa / X00 Dd h�.1dG 1!9fro Coo /6700 c2 9 ,16 �{�t � a S/ �/73„ I 3 Z_on / B PING/CON I 6st� � 3goo dib 2 91 _ 7s'�f, S Tillable 1 Tillable 2 Tillable 3tY �/06, Woodland /0 X YO X 7,3 0 X d LAJr ale �et /fCC EJJ / / U (rf�� Swampland Brushiand House Plot ~ ,� Tota I ■■■■■I��07-©3a■I!!!�■■■■■■ ■■■■■■!�J��®�ev�viii!■�■® - ■e■■■■�.-- -----■�■■■ems ■■■■■■■■■■■■■■■■■■■■ Bldg. �® Fou clationBoth Extension X,34 • . � rBasement Floors Extension ; . Vf �® Ext. Walls -(2FDp rL Interior Finish Extensic, Fire Place 690 "Ica Sri Porch Attic Porch - Rooms Ist Floor ,. Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\GcellerHouse.cck TITLE: Goeller House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 02/03/05 DATE OF PLANS: December 27,2004 PROJECT INFORMATION: Jane Goeller House Fishermans Beach Road Cutchogue,New York 11935 G ° r'~~ A{.4 . COMPANY INFORMATION: Mark K. Schwartz,AIA-Architect,PLLC 4x ;>•"�. P.O.Box 933 Cutchogue,New York 11935 m COMPLIANCE:Passes •LJ'6 Ufa:r '� r. Maximum UA=273 Al Your Home=243 11.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 584 30.0 0.0 20 Wall 1: Wood Frame, 16"o.c. 1783 21.0 0.0 83 Window 1: Wood Frame,Double Pane with Low-E 288 0.340 98 Door 1: Solid 33 0.500 17 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 530 19.0 0.0 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:02/03/05 TITLE: Goeller House Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Windows: [ 1 I 1. Window 1: Wood 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: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.500 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air I 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. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] ( Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-S. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ) I Supply ducts in unconditioned spaces must be insulated to R-g. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I 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. Exception: 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. I Temperature Controls: [ 1 I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. ( ] I 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. I Service Water Heating: [ ] I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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. I Heating and Cooling Piping Insulation: [ ] I 14VAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by ft Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Uo 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: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tvoes Range(F) 2"Runouts 1"and Less 1.25"to 2" 5"to 4" Heating Systema Low Pressurelfemperature 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) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /04 APPLICANT: GAP-]_RA,=a,_a DATE SUBMITTED: / /04 SCTM#DISTRICT: 1,000, SECTION: I [ , BLOCK: I , LOT:3 SUBDIVISION: - --- ADDRESS:o4 'Fc A&,0-tanT 1gITY: r: €„ ,, ZONING DISTRICT<06 CONFORMING? /16 BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 401000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: . ) REQ. LOT COV. ACT. LOT COV. - - REQ. FRONT 6 �� PROP. FRONT �— Q SIDE l ACT. SIDE I 19 REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEI HT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: Ak �ENGINEER: , WATER FRONT? P- DESCRIPTION: ,.r Loi, PANEL # FLOOD ZONE: A . APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC9/1/75 or NO DTE: /1 /f, PERMIT#:1"44 d � SOUTHOLD TOWN TRUSTEES: � 1 4iMV ® DTE: / / PERMIT#: TOWN ZONING BOARD APPROVAL: or 0 PWR ilT#: 56 TOWN PLAN. BOARD APPROVAL: YES o Y DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2).1or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE f$ 1. ( SF)- ( SF)="?6 SF X$ ° 5® =$ i +$ ..0 +$ _ $ 2. ( SF)- ( SF)= SF X $ _$ a , 3. ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINE D/PRESCRIPTIVE FULL FRAMING DESIGN EMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES GRADE: Y/N DESIGN LOAD C CULATIONS: Y/N LIVE: Y/N DE Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND POR SCHEDULE: JEGRE TEST REQUIREMENTS: Y/N l '5.7 S.F.: Y/N %: Y/N %: Y/N NAILTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: /N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF LOT 10 4 PART OF LOT q N MAP OF PEGONIG BAY PROPERTIES, ING. FILED AS MAP # -l86 G SITUATE: NASSAU POINT W o E TOWN: SOUTHOLD SUFFOLK COUNTY, NY S SURVEYED 08-21-03 PROPOSED ADDITION 09-19-03 REVI5ED 10-28-03, 11-25-03, 0I-14-04, 0I-22-04 PROPOSED ACTIONS 05-25-04 Joe /� _ SUFFOLK COUNTY TAX LOT \ '(/C? x >< 1000 - III - I - 33 APPLICANT: JANE P. GOELLER o^ 1645 FI5HERMAN5 BEAGH ROAD �� rn I GUTGHOGUE N.Y. 119 T35 o a� CERTIFJI®TO: 0 Q%. � tf JANE P.WEL BR0 'g��;' i q ,s 7 i r g 04 ��P - �s v � a , O41t a (S AO/gi @. s p i oa o� s, b cQ 1 1 o F /n V/ n. �') tea 0` ry �., y�• � �P1t. t Q 0�� 0 \s8I�J8 s 82 7 LOT GOVERA6E5 EXISTING \ HOUSE 1480 5F DECK 46l SF TOTAL EXISTING COVERA6E 194"1 5F OR 5.4% PROPOSED NOTES: 6 ADDITION (additional) 165 5F \ ®� TAL EXISTING d PROPOSED 2,112 5F OR 9.1% TOTAL LOT GOVERAOE 0 PIPE FOUND \ �� OF P1E19Y AREA = 23,195 SF OR 0.53 ACRES PROPERTY FALLS ENTIRELY WITHIN * * ^o.^v_�°l ' 'hIll 1-1 dl— t �'.:`o�'"& 11d 11, FEMA FLOOD ZONE AE (EL=B) AS SHOWN ON � � - FIRM MAP No. 3610360164 6 DATED MAY 4, 1998 ; C PROPERTY ZONE DISTRIC �T R- 40 ys� 5oz�`J LOGATION OF EXISTING GE55POOL5 BY FIELD SAND OBSERVATION AND INFORMATION FROM OTHERS JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 30' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\02-292.pro SURLY OF LOT 10 $ PART OF LOT cl N MAP OF PEGONIG BAY PROPERTIES, IN� e. FILED AS MAP # -786 SITUATE: NASSAU POINT -- W E TOWN: SOUTHOLD SUFFOLK COUNTY, NY s _ S SURVEYED 08-21-03 PROPOSED ADDITION Oq-19-03 REVISED 10-25-05, 11-25-05, 01-14-04, 01-22- PROPOSED ACTIONS 05-25-04 FOUNDATION LOCATION 12-28-2005 SUFFOLK COUNTY TAX LOT �+ x # 1000 - III - I - 33 APPLICANT: JANE P. 60ELLEP 645 FISHERMAN5 BEACH ROAD .a�j CUTGHOGUE, N.Y. IIcI35 S� sty CERTEnED TO: JANE P.GOELLER o ` \ QqO . 0 Y• i A A Pv A m 04 b P P 4 '9 \ oAl = sE 8 n o -77 � ao ,oma � S•heq�c4 ' s8 , b a0 c of � c - 0 +� Q 0 a y h e ,S \ AQb S 3 8 - � 8 •I J LOT COVERAGES 6� \ EXISTING HOUSE 1480 SF DECK 46I SF J�( TOTAL EXISTING GOVERAGE Ig47 5F OR 8.4% PROPOSED NOTES: ADDITION (additional) 165 SF "�-� TOTAL EXISTING 8 PROPOSE D 2,112 SF OR q.1% TOTAL LOT COVERAGE o PIPE FOUND \ AREA = 23,Ig5 5F OR 0.53 ACRES PROPERTY FALLS ENTIRELY WITHIN FEMA FLOOD ZONE AE (EL=8) AS SHOWN ON i FIRM MAP No. 3610360164 6 DATED MAY 4, Igg8 ;` R PROPERTY ZONE DISTRICT R- 40 � LOCATION OF EXISTING CESSPOOLS BY FIELD FROM OTHERS OBSERVATION AND INFORMATION == JOHN C. EHLERS LAND SURVEYOR' 6 EAST MAIN STREET N.Y.S. LIC.NO. 50202 GRAPHIC SCALE I"= 30' RIVERBEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Glennsmachine\removable\12-1' COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES GONT RIDGE VENT 30 YR ARCHITECTURAL ROOF 5HINOLE5 APPROVED AS NOTED AS RE UI ED AND CONDITIONS OF (2) 1 3/4" x 14" 5/b^ UILPIN D ROOF DECK MIGROLAM RIDGE 2" BUILDING PAPER N SOUIHOLDTOWNZBA RIDGE RAFTER 2° x Io^ - I6^ oc. RR. DATE: B P.q EVERY RAFTER COLOR BY OWNER FEE: µD Ev. � SOUTHOLD TOWN PLANNING BOARD sIMPSGN G516 NOTIF BUILDING U6PARTMENT AT SOUTHCLD TOWN TRUSTEES 2" X 6" - I6" O.G. COLLAR rIES FRAMING NOTES L2 AM TO 4P FOR THE FOLLOWING INSPECTIONS: R-30 INSULATION N.Y.S.DEC I. All framing lumber shall be grade stamped DOUGLAS FIR- FOLLO �{1—Y-'�-- 1. FOUNDATION - TWO REQUIRED f 6" FA6IA Larch structural grade no. 2 or better. FOR POURED CONCRETE OCCUPANCY OR CONT SOFFIT VENT 2. All sheathing to be APA rated, exposure I, 5/8" min. thickness. 2. ROUGH - FRAMING & PLUMBING ,. 3. All subflooringto be APA rated, 5TURD-I-FLOOR, exposure I, T 4 6 3. INSULATION USE IS UNLAWFUL Ad 3/4"min. thickness. All edges of plywoodto be set on solid 4. FINAL - CONSTRUCTION MUST WITHOUT CERTIFICATE MATCH EXIST SIDING blocking. Glue and Hall all sheets. 4. All r shall with ble BE COMPLETE FOR CO. 5. a511pdht ALL CONSTRUCTION SHALL MEET THE R-Ip INSULATION 2',PLYWOOD SHEATHING uprights, 111-011 headers and over weth triple�uprlghtsrAllheaders ushall be REQUIREMENTS OFTHE CODES OF NEW 13 2" X 6' - 16' O.C. HALL 5TUDS a min, of 2-2" x 8" or as shown on drawing. OF OCCUPANCY king shall be provided for all Joists and floor beams 14'-5' (NEH) 3/4" PLYWD SU13FLOOR N.Y.S..S. code or as noted a H'-0" o.c. min. Provide 2" YORK STATE. NOT RESPONSIBLE FOR 5GREWED AND6LUED space for air clrculatlon in roof. DESIGN OR CONSTRUCTION ERRORS. 7'-2 1/2" T-2 I/2" STUD TO F.J To STUD 6. Double framing around all openings (5KYLI6HT5, STAIRS ETC.) �� STUD T F.J or as noted on drawings. ALL CONSTRUCTION SHALL �� ON T. All flush wood connections shall be fastened with rated MEET THE REQUIREMENTS OF THE FLOW THRU galvanized metal connectors by "TECO" of approved equal. CODES OFNEW YORK STATE, SIMPSON METAL STRAPS g, all flush wood connections shall be fastened with rated galvanized F___ VENT , R-50 INSULATION metal connectors by "TECO" or approved equal. g 1/2" GPI - I6" 0.G. F.J. q• Nall Ing schedules shall be as per the NY.5. Building Godo as a __________________ minimum. All 2" x 6" studs shall receive 5-IOD nails at sill and r plate. All exterior nalls shall be galvanized. I 1A 10. Plywood sheathing to be nailed with 8 D a 4" o.c. exterior PLUMBING I I N Q edges and 6 0 0 12" o.c. Intermediate. in1 2" X 10" - 16" O.C. F.J. 1 m A 11. All Interior and exterior finishes, flashing and waterproofing shall ALL PLUMBING WASTE 1 `u� 3/4" PLYWD 5UBFLOOR WALL 5TUP TO FDN be by Architect. &WATER LINES NEED < EXISTING EX15TINO SCREWED ANDOLUED HURRICANE TIES EVERY 12. All roof rafters shall be attached to the plate and stud with TESTING BEFORE COVERING ZW galvanized hurricane type correctors b 3 }I NEW GRAWL SPACE Q N > 2" RAT SLAB ro O 1 2' X 10" - 16" O.G. F.J. TGC SILL PLATE equal. FortimberIg Foundations, providehurricane or approved 9 yP y hurricane clips at all 5/8" DIA A. BOLT - 32" O.G. perimeter joists to girder connections. DO NOT PROCEED WITH AS - I ALUM TERMITE SHIELD 13. All re- engineered lumber shall be TRUS T MACMILLAN series FRAMING UNTIL SURVEY I I I r 2 x 6 OF FOUNDATION LOCATION a R-3o INSULATION FOAM TYPE SILL SEALER Wood-1-Beams and LVL products or equal. All Joists, girders and HAS BEEN APPROVED. 1 headers shall have bearing stiffeners Installed as per manufacturers v recommendations. Web stiffeners shall be required at all load and CRAWL SPACE EXISTING bearing paints at a minimum. A single 1 3/4" LVL rim Joists shall be z 2" RAT SLAB O required at floor perimeters. Handling, storage and erection of components shall be as per manufacturers recommendations. 14. Provide solid blocking for bearing of all beams and posts. CFR' IF ICATION iii- DRILL AND EPDXY FOR tt5 REBAR (TTP) NAILHJG & CONNECTIONS 8" PG. 'r•ALL ON — RESIDENTIAL GENERAL NOTES REQUIRED. 6" x 6" GONG FT6 W/ 2" X 4" GONT KEYWAY 1. All work shall be as the requirements of N.Y.5. Building Gods. When building In other Juristrlctions, variations or adjustments may be required, verify any such EXISTING GRAWL SPACE 5 E G T 1 O L 1 requirements with the local code, UNDERWRITERS CE= J L A� 2. These plans to be used In conjunction with the Outline Specs REQUIREDa when provided. ro 3. Assumed Sall Bearing Gapacity: 2 tons/Sq.ft. 4. Concrete to de plain, unreinforced, 3000 Ib - 28 day test. rPT4RQA ION 5. All footings to rest on virgin, undisturbed soil. 1 6. All lumber to be Hem. Fir No. 2 1150 P.5.1. unless noted on ATE OPOCCUPANCY COMA' - :vI rH CHAPTER "46" 7ppOClans . LATION LIVE DEAD DEFLECT LIMIT -R USED IN WATER Flt ,-u DAMAGE PREVENTION let Fl 40 LB. Io LB. L/360 vSYSTHICANNOT SUUTHOLDTOW CODE. �+ 2nd FI Sleep Area 30 LB. 10 LB. L%360 Attic (Non Storage) 10 LB. 5 LB. L/360 EkGI=ED 271UOF 14GIFA� v Roof 30 LB. snow 15 LB, L/360 2 m Gelling beams may hove to be Increased for storage attics and a rafters Increased for higher snow loads. 8. Electrical work to conform to the Notional Electric Code, New York State Energy Code, dated March, Mcil, and any applicable local codes. FXI5TIN0 SLAB ABOVE q. Provide smoke detectors as per code 10. All headers to be (2) 2" x 8" unless noted otherwise. 11. Double floor Joists under parallel partitions N\ // 12. Indoor design temp. shall be max T2• for heated and min T8° for cooling, based on table 2-1 In the New York State Energy Code dated March I iggl. 13. All exposed water piping and/or heating ducts to be Insulated / NEW STRUCTURE BEYOND as per Sec. 7813 of New York State Energy Code dated March I. / iLiLl 14. All construction is to be In accordance with prevailing codes and standards NEW FIN 2ND FLOOR 15. All windows to be thermal Insulated glass. I6. The Architect assumes no responsibility for the construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs In connection with the work. There are no warranties, nor any merchonElbillty of fitness for a specific use expressed of Implied In the use of these plans. 14. Gontractor to verify all dimenione before starting construction. Do not scale drawings. Follow dimensions only. 14'-5" / \\ EX15T G EXISTING EXIS INC, FIN SLAB F O U N D A T O N P L A N � - 5 E G T 1 ON �t 10 `A p e' f ` 1 44i^F_ 1Y 5 -26 - 04 GOELLER RE 5I DENGE taEV: 12 -21 -04 64 5 P 1 S H E R M A N S B E A C H R D. MARK K. SGHWARTZ AIA GUTGHOGUE, NEW YORK A ARCH I TELT PLLG P.O. BOX 1155 cuTCHOaUE, N.Y. 111135 IF O U N D A T 1 O N 631 - 734 - 4185 5EGTI ON � 2 AS 14'-5" l'-2 I/21, 7'-2 I/2" 7'-21/2" m (2) 2" X 10" HDR OVER n 30�5 .�2) 2" X 10�, X 60" 30" X 60" POSTS TYP POSTS (TYP) 30" X 60" (2) 30" X 60" 50" X 60" (2) 30 GSMT _ GSMT G5MT GSMT GSMT " _ HDR OVE ry� N N ,Op X O n 0 k X O X N 0 Q m N N m X� X X X " Z) N 00 O N O m m m N EXISTING BEDROOM _ EXISTING ROOF NEW FAMILY O //�^11 \\ (ENLARGED) ry N ry � RM _ N r O 2" X 10" - 16" O.G. R.R. � r a W ________________ ___ EXISTING ` b� \ _______ O ________________ ___ — —- m —_—_-- N X 4" X 6" POST (3) 2" X W TIE BEAM TYPICAL ® 8' PLATE HOT =� UP m EF /� 3'-O" H16H RAI XISTING ROO3'-0" 3' W/ BALASTERS r UP EXI5TIN6 ml NI OPEN O Q O RAIL w Pb / m EXISTINGNEH m m P 4" X 6" P05T = m X °1 BATH v TYPICAL SHELVES BATH O N K ��b�\ SHELVE O " x ? X 3 0 (3) 2" IX 8" TIE BEAM , 0 \ IN Q N 3 O 3 J AS m O ® V PLATE HOT 41 Ki I X � m EXISTING 5TORAOF N 2" X 10" - I6" O.G. R.R. Q p i m m NEW FAMILY RM p O QJ 6 X x a _ � x o r O ry m X t5/4 RovER m N EXI5T 0- EX15T EXIST x I X I I a I m DEC — DECK ABOVE DECKING L J 3'-O" HIGH RAIL W/ 5ALASTER5 3" O.G. T-2 1/2" 11 1 "1'-21/2" V-21/2" T-2;21-2 10'-0" '-21/2 14'-5" 14'-5" S F W FI RST FLOOR PLAN SEGOND F L O O R P L A N SCALE: = I/4" I'-O" 5GALE: = 1/4" = I'-O" N 04/1!� Dare: 5 -26 - 04 GOELLER RE 5IDEN0E MARK K. SCHWARTZ AIA Rev' 12 - 27 -04 645 F 1 5 H E R M A N 5 BEACH RD. ARCH I TELT. PLLG GUTGHOGUE, NEW YORK /\ P O BOX q35 CUTGHOGUE, N.Y. IIF35 631 - 734 - 4105 FLOOR PLAN / E] ED NEW FIN 2ND FLOOOR NEW FIN 2ND FLOOR L= [mom\ / \ / \ EXI5TING STRUCTURE EX15TINC, FIN SLAG - � FIN SLAB NORTH ELEVAT ION WEST ELEVATI ON ]Oil NEW FIN 2ND FLOOR EXISTING STRUCTURE EXISTING FIN SLAB SOUTH ELEVATION DATE: 5 -26 - 04 GOELLER RESIDENCE MARK K. 5CHINARTZ AlA QE v, 12-2 -04 645 PISHERMANS BEACH RD. ARCH I TELT PLLG GUTCHOGUE, NEW YORK P O. BOX 955 GUTOHOOUE, N.Y. 11955 651 - "154 - 4185 ELEVATI 0N5 RAL OTES WIND FRAMING NOTES NAILING SCHEDULE ° PL,4N C:CINTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING : OCCUPANCY CLASSIFICATION _ R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL _ When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE __ RESIDENTIAL DWELLING CONSTRUCTION NOTES- in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH _BUILDING HEIGHT TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ, FT, OF CONSTRUCTION _ 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL PRESCRIPTIVE AS PER N.Y.S- RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST DESIGN CRITERIA 9 Y P 9 9 P p 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES (00 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL DECKS 40- ATTICS w/v STORAGE meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING2 _ gd COMMON EACH TOE (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 accordance with table 3.3. TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (SLEEPING) 30 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift STAIRS 40 4) The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING : GAURDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORY precautions and programs in connection with the work. There are no warranties for a bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING P p 9 p q - LOAD PATH SEE CONSTRUCTION ANpWIND PATH CONNECTION specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5) Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE_ PAGE INTERSECTIONS EA. SIDE NAIL _ EGRESS _ SEE FLOOR PLANS AND WINDOW SCHEDULE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Sym.' or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON I FIRE PROTECTION attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.0 NAIL (SMOKE < GSE=E FLOOR PLANS02 DETECTORS) � _ _ 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL - TRUSS DESIGN _ _ N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL 1 The General Contractor and Mason to reviewtans, elevations, details and notes to END JOIST OR BLOCKING FLOOR JOIST, BAND JOIST, 2 - 16d COMMONI -- P length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 _CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: ) FLOOR FRAMING : GROUND WIND SEISMIC FROST WINTER ICESHIELD 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERILAYMENT FLOOD interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES HAZARDS 2.4.4.2 and 2.2.4 respectively. QTY. SPACING LOAD (MPH) CATEGORY DEPTH TEMP. (REQUIRED 3) Provide 112" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE MODERATE SLIGHT TO concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall2 - 8d COMMON be installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation, with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL 3.5. BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 2 - 8d COMMON poured Unless otherwise noted, all slabs on grade x wire e me hrei Concrete to be TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SHEATHING LOCATION NOTES to be minimum 3-1/2 inch thick. Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING T0: EACH TOE _ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3 - 16d COMMON anchored on top it the beam or slope connectors shall be attached to each rafter-be ridge SILL OR TOP PLATE _ BLOCK NAIL _ 4' PERIMETER EDGE ZONE 8d COMMON @ 6"' Q.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE SEE NOTES: 1 6) Crawl spaces to be provided with r minimum . o 118"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAILINTERIOR ZONE 8d COMMON @ 6"' O.C. Sd COMMON @ 12" O.C. ( BOTH FIE 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTE: 2 FOR PANEL FIE DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - SdCOMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON@4"' O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END NOTES the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.PER TOE NAIL 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts BAND JOIST TO. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING. the 4 foot perimeter edge zone attachments required shall be used. 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 2 Tabulated 12 inch o c. nails acro assumes sheathing � Edition Wood Framing Construction Manual. QTY. SPACING ) spacing g attached a rafter /t6 in framing members with G>0.4,1. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2). Unless otherwise noted, all framing and structural wood material to be 42 + BTR. WFCM - SBC 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with 13>0.49. For Douglas Fir. 4). Deck joists to have blocking at 8'0 o �.. CEILING SHEATHING:EATH I N G: 1 9 framing members with 0.42<G<0.49, the nail spacing) shall be reduced) to 3 inches o.c. 3). Floors, wallas, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger n edge to be fastened bolts with washers and nuts QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed. GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers ll be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD SHEATHING LOCATION e(I O g 6). Concrete piers shall be a minimum 6" above grade. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall SEE NOTES: 1, 3 ( BOTH FIELDS) 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 4' EDGE ZONE Sd COMMON @ 6" O.C. 8d COMMON @ 12" D.C.openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL _ NOTE: 2 FOR PANEL FIELD to girder(s). JOINT DESCRIPTION and blocking where applicable. QTY. SPACING INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 All flush beams/headers to be installed with heavy duty PANELS 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5 y y galvinized hangers and 8d WFCM - SBC COMMON NOTES anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" Q.C. FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM5d COOLERS 7" O.C. EDGE CARD 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 10 on plans. WALLB " O.0 . FIELD be used. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floorjoists 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL G>0.49. For Froman members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. provide adequate bracing and plates to protect and secure the structure. Verify with the ,JOINT DESCRIPTION QTY. SPACING 9 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3) For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. needed. HVAC SYSTEM NOTES V OR LESS 8d COMMON 12" O.C. FIELD 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED "f0 IF 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing \ �� 11 . All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 9 Contractor and owner for final review and approval is nailed 3" on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 12) All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected ,o torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted / d 5; to be reduced toll - 16d nail per foot. 13) All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 J(td/ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. `' - 14 a �ry� J223' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS i \ WALL STUD 4 `' ENOWALL CRIPPLE STUD -- - -_/ RAFTER BOTTOM PLATE \ A RIDGE Iff c . HEADER - - '� . 2� � � LEDGER -JV�_I LJ. BATHTUB -A-. \ DOUBLE JOIST - - SIDEWALL \ _/ ( �� RAFTER - '�-� FLOOR USP NUMBER DESCRIPTION APPLICATION JACK STUDS 1ST. ADS5 HOLDDOWNCONNECT T01SIDE OF ALL NCHOR BOLTS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CONNECT TD 1 SIDE UFA CORNERS ON - _ BATH'SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT,PLATE OF 2ND FLOOR AND TOP LOCATION USE NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER' DESCRIPTION APPLICATION RFlFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. 055 ANCHOR PLATES OF IST, FLOOR.CONNECT THROUGH ALL OPENINGB LSTAI2 I-114"x12"20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 i1-1/4"x24"20ga.STRAP�APPLY OVER RIDGE TO EACH RAFTER 2x6-2xB LS26 iBga SLOPEHAN030FRAPPLY TO EACH RAFTER ILEOGER JOIST DIRECTION WFfH(2)JOISTS.UNDER WALL, THE FLOORS TO EACH OTHER WI THREADED ROD, ALL OPENINGS RT3ORRT7 TYDOWN ANCHOR (APPLY TO EACH CRIPPLE STUD 2X10 _ L5210 113ga.SLOPE ER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLYBLOCKING @24'OAC LEL WALLS,PROVIDE WALL STUDS ,\ �\ fix\ THROUGH-ROOF EXHAUST \\ ENT8 SELECTEDAND METAL STRAPL p `, LOCATED BY CONTRACTOR I\\ CRICKET AT TOP-SIDE OF \ VENTILATION CHANNEL IC, RIM BOARD CHIMNEY RAFTER ) .�\ AS REQUIRED SILL PLATE(S) iWALL SHEATHING 1� RAFTERS MAINTAIN \ �. VENTILATION SIDEWALL FLASHING / ) _ WOOD JOIST -- FOUNDATION --{J _ /' TOP PLATE BLOCKING / \ % FINISH WALL AND MOISTURE j,.� — 2x4 LEDGER BLOCKING STAFFING TO BE ATTACHED TO WALL STUDS @48"OC / BARRIER TO LAP FLASHING --- \ - —2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALLMAINTAINGAP ATTIC SHALL BE PROVIDED WITHA — FASCIA FLOOR JOIST DEPTHUSP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA �Y"� aGUTTER / ROOFING TO AVOID SOAKING WALL STUD — NOT LESS THAN 11150 OF THE AREA OF INSTALL TOO'O.C. l ' WOOD GIRDER E; THE SPACE VENTILATED. ALL OPENINGS 4"-B" LSTA24 ii-114"x24"20ga.STRAP AND JACK STUDS �� ` SHALL BE COVERED WITH CORROSION- CONTIN SCREENED VENT �� \ (III ON ALL OPENINGS \` ;'if AND BOAS MMA EEG AIR RESISTANT METAL MESH WITH MESH f CONTIN SOFFIT/EXT, PLYWOOD 14" AND / �,� / FLAOSHIINGHTOFIORMCHANNE LOCATION USPNUMBER DESCRIPTION APPLICATION OPENINGS OF'/.INCH IN DIMENSION, SOFFTED EAVE 14 LSTA30 1-114"x30"18 a.STRAP- STUDS \ J f, \ GAP TO PREVENT CAPILLARY 4-12 RAFTER RT20 21-1(B' G 16" LSTA3G U7l4"x3fi"18 a.STRAP ON ALLLL4 (NGS j fi" x 1Bga,TYDOWN ANCHOR EA HNRAFEDTTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 9 �: \ RAFTER Ri10 10-3/4" INSTALL 40'0.0 y� ACTION CONNECT TO ROOF VENTILATION � OVER BEARING WALLS AND HEADERS g AND JACK ENDS \ ,/ x 20ga,TYDOWN ANCHOR ON ALL OPENINGS vIP \ (EACH RAFTER \' , \ KE EP ROOFING NAILS OUT SOFPTED EAVE DETAIL 2ND.FLOOR WALL < \ OF FLASHING ROOFING LAPS BASE fr\\\ FLASHING 41NCHE5 '\ RAFTER / \ \ \ BASE FLASHING WRAPS CORNERS, /\ RIDGE CAP OF SAME \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING C \ Y SIDES 4 INCHES AND LAPS '! - NAILED TO SHEATHING \ SHINGLES AT BASE MIN.4 INCHES THROUGH VENT %. — WOOD JOIST SIDE WALL FLA SHIN TOP PLATE ,IRDER/HEAOfR LST, FLOORWALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST FLOOR JOIST DEPTH USP NUMBER ALL OOR DESCRIPTION JACK STUDS PPLCATION AND A RAKESHING AT ALL EAVES,FROVIPE HEMMED (EDGES 50 WALL STUD l� \\ _ _ f RAFTERS INSTALL 4'0"D.C. AS TO FORM DRAINAGE CHANNELS AND 4"-B" LSTA36 1-114"06"15ga, STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBERI DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS - - - KEEP SHEATHING MIN. L 1/2" ALL JOISTS CONNECTED TO A FLUSH HEADERTO BE SUPPORTED WITH CONNECTEACH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR, --- -- - RAFTERIPLATE RT15 TYDOWN ANCHOR FROM SSAKTO ALLOW FREE INSTALL STUDSCK O.C. RAFTER TO PLATE OVER RIDGE S AIR PASSAGE IF ABLE.SET FIR JOISTS APROX 1/2"HIGHER THAN LVL HEADERS 6"-1E" MSTA48 1-1/4"x4B" 16ga STRAP ANDALL OPENINGCONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE &REDUCE BUMP OUTS ON ALL OPENINGS PLATENVALL SPTH4 SND PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL SILL PLATE TERMITE SHIELD SILL GASKET —WOOD JOISTS TYP GOING FOUNDATION 11 F NEOPRENE 6 MIL POLY _ �%/ GASKET \� A 2x6 12xB CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR fifvllL POLY ON EXTERIOR GRANULAR FILL 11' �__ — BOLTED TO STEEL BEAM WITH 0 1. 4S" o.c. STAG. v ' STEEL COLUMN-- - � �� � ^ A � V2 " GIA, BOLTS a n _ GONG.SLAB I'o - e ROOF JACK /I STEEL BEAM �` \ 711 . —�� o COMPACT FILL / b, - ������� A -� r T" x IAN x e" STEEL v I p J .c " ROOFING LAPS \ \ i �� \ 1 ,.�\ TOP AND BOTTOM PLATE �fIr�e' WITH 1/2" x G" ANCHOR BOLT KEYWAY FOOTING e, e % \ (I „ �. L (I GONG FTG. L4 d (Ip ,ya,: o ^/ USE WITH 3x3 SQUARE WASHERS SIDES ANDT OP \ \- ,\\ / ANCHOR BOLT CONNECTION SRour REINFORCING BAR (USP LBPSSB OR BP583) DRAIN TILE B"p LP ANCHOR BOLT CONNECTION FOUNDATION 518"DIA.ANCHOR BOLT —�C \ - - 3" STEEL COLUMN 2 r SUPPORTING MAXIMUM SPACING FLASHING LAPS � � _ _ f 10 KIPS J SILL PLATE TO FOUNDATION ROOFING AT BOTTOM \ - 1STORY 72"OC \ \ _ ' (CRAWL SPADE ORFOUNDATION) TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION \ ,1 TYPICAL CONC.FOUNDATION APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED T024"x24"x12"GONG, FTG. CRAWL SPACE OR FOUNDATION 25TORIES 36"OC STEEL BOTTOM BEARING ' WHERE NEEDED FOR STRUCTURAL BRACING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL SUBFLOOR CDNC SLAB / / \ / DOORFRAME -I-- _ 6X6loll 0 WWM / " GARAGE COMPACT FILL DOOR JOIST USE 2X8 FOR BLOCKOUT STEEL BEAM 'J" SLAB :r _P.T.PLATE !� W/ 6X6 WMM M SLOPED L 4DRIVEWAY-�. NOTCH JOIST AND ADJUST HEIGHT R 5 AT ENID AND ,i� T '{ �r (WITH A NAILING PLATE IF NEEDED) GRADE P A`,;o--AREINFIRIINK `- T`--/ 6Xfi W.W.M. — c1 �I �t� BEAM OF WOOD 111 �II� '' 40 ,rtlnil�T�_I[li PROVIDE RAPPICNGTL EAPROX.112' ORHIGI-IERTHAN AIDES ' _ A OW FOR SHRINKAGE / — T O KEEP JOISTS ALIGNED) MIN, 1 (1'0 A / "\ NOT CH BEAM FOR MUDSILL IF REQUIREDMAXIMUM �' L IJIIII — SUBFLOOR 4 0' BAR "'I NOTCH EQUALS 1/4 DEPTH OF BEAM Jl ' n I_I — 1.1 c REINFORCING BAR ° ° c —� -JOIST DRAIN TILE la 12 b SHEET METAL 130#FELT UNDER BEAM AT POINT �I¶�� a /I � �„ ° �, ' � CA' OF CONTACT WITH CONCRETE OR GONG, BLOCK �111�iYrTh fn —TiP STEEL BEAM 3 _ JETYPICAL CDNC. MONOLITHICFOUNDATION.REINFORCE WITH(2)W4 REINFORCING BARS THICKEN SLABS BENEATHBEARING WALLS AND COLUMNS , SHIMS TO LEVEL BEAMIIPLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)174 REINFORCING BARS 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT __ BEAM POCKET CONT RIDGE VENT 30 TR ARCHITECTURAL ROOF SHINGLES CJ 13/4" X 14" 5/0" PLYWOOD ROOF DECK MICROLAM RIDGE 30" BUILDING PAPER RIDGE STRAPS EVERY RAFTER 2" X 10" - 16" O.C, R R. \�\ SIMPSON 0516 ` COLOR BY OWNER \ 2" X 6" - 16" O,O. COLLAR TIES FRAMING NOTES \ I R-30 INSULATION �\ I. All framing lumber shell be grade stamped DOUGLAS FIR- 6" FACIA 2. All eheathcngto Larch r grade DONT SOFFIT VENT p be APA rated, xcour. I, 5/6" in. thickness. 16"0 H � 3, All subflooringto ba APA rated, 6TURD-I-FLOOR, exposure I, T 1 G 2 3/4"min. thickness, Ali algae of piywoodto be set on solid -- - - - - - Mocking. Glue and Pall all sheat,, -- - - — - - ) MATCH EXIST SIDING R-IS INSULATION 4. All headers 6'-0" and over shall be supported with double TYV EK HOUSE WRAP uprights, 9'-O" and Over with triple uprighte,A11 headers shall be W�©�.L. L{� runs a min, of 2-2" x B" or as shown on drawing. 5. Solid blocking shall be provlded for all Jolete and floor beams 3/4" PLYWD 5UBFLOOR as per N.Y.S. code or as noted c 8'-O" c.c. min. Provide 2" 5CREWED ANDGWED apace for air circulation In roar. 6. Double framing around all openings (5KYLIGHTS, STAIRS ETC.) T'-21/2" T-21/2" DECK - - - - - - - STUD TO F,J TO STUD Or es noted on drawings. CON _. _______-FLQWSNBIIYENS______________ i - - - -_ - - - - -r III- - rl w-L �Lt1��l-/-1 -) -1 � C56NECTOR T galven zed metal co a shell be fastened with rated • I -------------------------------------- -------- -- --- - ----------------•- ; _ - R-30 IN 51MP50N METAL STRAPS a All Flus schedules hatl neo ore by "TECO" or approval equal, shall be fastened with rated galvanized INSULATION metal cormectors b TECO or approved equal, 9 IR" TJI - 16 O.G. F J. minimum. All 2' x 6" etude shell receive 5-I0D nalle at ,III and n L_- , _ 1 _ r L� +I II be as per the N.Y.S. Bullding Code as a ` � plata. All extarlar nolle shall ba golvanlzed. i 10.11 L, 1 _ L D 1 P Plywood ehbe nallad with B D e 4" o.c. exterior 6 D . 1 - - - L� edges and 6 D a 12"" o.c. Intarmedlate. i 1 v _ III EXISTING - _ - T� ro II. All Interior and exterlor finishes, fleshing and waterproofing ,hall > C _ be by Archltect. IT �< 3/4" PLYWD SUBFLOOR 12. All roof YBFLere shell be attached to the Isle and stud with SCREWED ANDGWED ]`d HURRICANE TE EVERY p TJ I6" O.C. F.J. I _ _ 1 L _J -- TI W FIN. FL. r �I- S-1/2TJ - 16" �/ STUD equal.galvanized hurricane type connectors vi "TECO" or approved - A5 9-I/2" i � I I -- I� O.G. F.J. equal. For timber pile foundatlone, provide hurricane dips at all i e I I I A5 TOP OF EXIST NEW Parini o I I - 510"ALU DIA A.M BOLT - 32" O.G. p J hSe to girder conned One. TI 4r1,�--}1`-fl `r I I r 1� ��l,fl f'�'tJ`� ALUM TERMITE SHIELD I3, All pre- angineared lumber shall be TRUS JOIST MACMILLAN merle, P I I d I R-30 INSULATION �O fYPT C 9r7�ILL SB R Wood-I-Beams and LVL products or equal. All Joists, glydare end man OF SLAB TO BE v Q L easel nts slhaat a a mteereA single 1 31 led as per fists s all ere EXISTING -------------------_- TOP 4 headers lHiall have g at oor ll _0 1'-0"BELOW GRADE 2" RAT SLAB recommendallone. Web tiffener. shall be required at all load and bearin ' LVL rim Jolete shall be requirerage and erection of r manufacturers recommsndetions. 14. Provide eolld blocking For bearing of all beams and poets. e" P.C. WALL ON - i d 16" X 6" CONIC FTG o I NEW CRAWL B SPADE W/ T x 4" CONT RESIDENTIAL GENERAL NOTES I I SLATO MATCH EX15TINS I KEYWAY I I I I. All work shall be a6 the requirements of N.Y.S. Bullding Code. When building In other Jurletrlctlons, variations Or adJustmeM.e me be 3 requires, verif an such E C T I ON A requirements with the local code, y y I IK Z These plans to be used In conjunction with the Outline Space i i 1 ID I I I ID when provided. -------------------- 3. Assumed Sall Bearing Capacity. 2 tone/5q.rL I, ., _ I�I 4. Concrete to be plain, unralnForced, 3000 Ib - 28 day test. - I lu 5. All footin _ gs to rest on virgin, undisturbed Boll. i 6. All lumbar to be Hem. Fir No. 2 1150 P.S.I. unless noted on I � _ • plans -----, 1 LOCATION LIVE DEAD DEFLECT LIMIT _ ___________-____________; let FI 40 LE. 10 LB. L/360 2nd FI (Sleep Area) 30 LB. 10 LB. L/360 I n 1 1 I Attic (Non Storage) 10 WE, 5 LB, L/360 2 I I a' - - - - _ _ - - - _ _ - Roof 30 LB. snow 15 LE. L/360 Coiling beamm may have to be Increased For storage attics and I a i I I p[ _ - --- - - _ _ - - __ _ - -_ - -- --_--��� _ ---- - _ rafters Increeeed for higher snow loads. B. Electrical work !O conform to the Hall Electric Code, New i I i,v II' -- -- - - -> -_ - - ---- - _ — Tork State Energy Code, dated March, 1991, and any appllcabie local codes. f N DRILL AND EPDXY 9. Provide FOR "5 REBAR (TYPJ smoke detectors es per code I I L 16"OH 10. All header, to be (2) 2" x B" unless noted otherwise. 1 _ I 1 _ II. Double floor joists under J parallel or heated 1� 1 _ L� l 1 I _1 I�j I '- 'i - I2. Indoor design tam ,hen be max T2• for heated and mm Te° I - II Ii III Imo-_ 9 p _ NEW STRUCTURE BEYOND 1.01 �I [ I �_ for cooling, based on table 2-I In the New York Slate Energy coda NEWEL POST _ 1, _ - _ dated March 1991. 1 &RAILING , 1_ I_J���1 T_ I_ 13. All exposed water piping end/or haii ducts to be Ineuletad as per Sec. '1613 Of New Tork State Energy Code dated March I. • i EXI6TING DRAWL SPACE - T - ` _ 4 L - L lLL _1L -111 - -�J 11-T� 1991. I�I _CLIC �l i_ TIS-III Iii L 14. All construction is to be In accordance with prevailing codes � «,L 1111 -I 1_ i T 1 and standards r� f - I mil -I _ _ -- -J�-TIL_' i_ III- �L 1 I5. All windows to be thermal Insulated glass, II I1 111 r �� � I � I - TIS �1 I III 111 � I- T 111 I Ti- I NEW FIN 2ND FLOOR -' @�TYMERED-JBffiT�— 16, The Architect assumes no reeponeibNlty rar the co,.t,.tfaf macro, LSJ PG AB f methods, technques, sequences, or procedures, or for oefety precautions 2X6 F]@l6"OC 3/4"T&G SUBFLDOR -- progr T�l L- �L � end ems In connection with she work. Thos are d r Implied, or any (SEE DEA ) - - Or t hand pars of Iltnaee For a Pacific uea expressed of Implied In the use -' q"� --- i_ _ �_- of these plane. 1 �,� ` � 14. Contractor to Verlf all dimenione before starting �TTT „ 1 T-1 r' lll l-1 y canatructlon. Do not ,cele drewings. Follow dlmenslana only. � r�4 - - 2X4 EXf.WALL @16"OC �- + ❑ I _ FI - - 1/2" COX SHEATHING - �) -� - - �- I C'' - i XISTING L if ALUM TERMITE SHIELD' O C C L�r- r -L�� IT� EXITS INS PROVIDE B' _ 5 DIA A. BOLT - 32 LU ) MINIMIUM 2" X 6" ACO SILL PLATE_ FROM TOP OF FIN.GRADE FOAM TYPE BILL SEALER 1 I �- TO BOTTOM OF SHINGLES 2X10 FJ @l6"OC (TYPICAL) FOUNDATION PLAN - TOP OF SLAB SCALE. 1/4" • I' O" 17 S E G T 1 O N 2 � } PROJECT NORTH SCALE I/4" _;irlleo Ul F }nA�, x I ■ S JULor3 r nL^ •type orr� #309¢¢ DATE. 3 - 26 - 04 r, O E L L E R R E S1 D E N C E REV: 12 - 2T - 04 6 4 5 F 1 5 H E R M A N 5 B E A C H R D. MARK K. SCHWA RTZ AIA GUTGHO@UE, NEW YORK ARCHITECT, PLLC REV: Oe P.O. BOX 933 REV. O9 - 12 - 05 CUTCHOQUE, N.Y. 11935 - _ F O U N D A T 1 0 N 631 - 134 - 4155 SECTIONS z A3 � A3 7-2 1/2" J'2 1/2" POSTS (TTP) ,%30" 38'X38„ lD ," X 6"1,y AWNG ( 30 X38" POSTS AtNNG V 2J CSMT AWNG 30 " 2'-6"x 5•-0" CSMT CSMT AWNG - !D ]" X 10" HDR OVER - m '. (2) 2' X 10" HDR OVER Pao x X X zp 2-2X6 r t o¢ = aN POST(TYP) 0 P C N 9-VT .J.TJI" - 16" O. F a. � a NEW FAMILY RM D 0- EXISTING -EXISTING ROOF O NEIN DECK p-p.. EX15TINC FIFE ROOM X CCCI IENLARG DJ A3 F, 22"" X 10" - 16" O.C. R.R. 1 > A3 G00 _ FUST a STEP n � v T - 2X10 FLUSH HEADER_ _ EXISTING NEW _ �F o x a _ EXIST D4 X x <o 7• % 10" - 16" O.C. E.J. EXISTING im 6'-0' 2� & NEW DECK 2._5" /p. O 4 EXISTING 4 - N � � NEW BATH 4 4 o 0� 11�1 112 - 9� Q D ry ii' NEW BATH D, zx LC u 2'-6" 2'-6 �` '� u2£ a3 � _ m *k D X 2" X 10" - 16" 0. m� 0. F,J. - -- 103 sll II na oll II Pu ET POST—` u_II U — _ — — _ £11 O 2 - 2X10 FLUSH HEADER ^ - Ex1511NG STORAGE KII - II NOTE: ALL MECHANICAL EQUIPMENT TO BE IIF INSTALLED ABOVE ELEVATION 8 0.PROVIDE 10 5/8"FIRE CODE GYP, BD.AS READ. BY CODE NEW FAMILY RM -�I I0 AT BOILER&HOT WATER HEATER 2" X IO" - 16" O.O. R.R. � ,I 1 t I I2 N IIti CONTRACTOR TO EXPOSE EXISTING HEADER AND +I I NOTIFY ARCHITECT TO VERIFY CODE COMPLIANCE (3) 2" XIO" HDROVER II V IIS MG50611 '- 5 ELIPTICAL OVER - II y II DECK ` 5l4" X 6" CEDAR DECKINGX DECK AEOVE r RUBBER ROOF p v ABOVE ro ("l ;I'I II II II 3' ALASTERS 3" O.G. �- - L- - - _ '- 2'-21/7 10'-0' 2'-21/2" J21/2"J'-21/2 J'-2 1/2" T-2 1/2" 14'-9 FIRST FLOOR FLAN SECOND FLOOR FLAN PROJECT NORTH SCALE. • 1/4" • I-o° SCALE 1/4" y In fi� W c a. ,' �� �• AQP x DATE 3 - 26 - 04 GOELLER RESIDENC E REV 12 - n - 04 S4 5 F 1 6 H E R M A N S B E A C H R D. MARK K. SCHWART Z AIA CUTISH0GUE, NEW YORK A R G H I T E C T, PLLC Rev oe -Y. I6=05 w P.O. BO933 1 CUTCHOQUE, N.T. 11935 REV: 09 - 12 - 05 031 - 134 - ales F L O O R P L A N CUSTOM ELIPTICAL - - - - - ----- -- - - _ - _ 1 - - _ -- - -- - - - - - - - --_ �- - - _ _ - - I � I I - - 16"O.H L II J�I �— SII IL r = _ / \ INSTALL EXISTING WINDOW UNIT(SEI UP) IF PROVIDED BY OWNER 139"R/0+/-WIDE � - III µ L- - I I � L7 / \ I Il Ir _ r � 7Lirl - I r r - 7 —iI ' I I _ - IF I I ' _ - - t � ❑ - m— - - - - - - - - - = � ILI _SIL, iJ-I I 1L-1 _III NBUFIN 2NDFLOOR - 1 I� ' hI- �II` I III IiTl1� � �-�I Q _ .LL_ NEW FIN SND FLOOR 1 r II - - - - - - -� �� �K FIT ® ® 7 _ IT i7 � I i \ i i II 7 IY ' I '_ ILf - Ir LJ _II r / \ I I1 1 f _ EXISTING STRUONRE J Irl Cr_ 'LI [ _ - - - LLUJ 1_I - 1_ ` I= 11T_L n r _l ] -1 11 �1- 111 �. _LL] r - 1 1�— I `I 4 T� I - L� _I- T _ I_ITII 151 - 1. 4- III II 1r- I L I—I IT u 7 _ �_ I__J 1 L _ L 1 L _= L _ L I I�-L_ f 1_ TOPLAND NE 1 LI L -7r � I � L 111 ILI'll �L qLI �IITL I I- 1 -III TOP OF FIN.FL - — 1_I _ JOEOPFN15HEOF ooR + 1 I__'` JII T 11I - 1 T = ' 1 1t TI Lr _n i�r, �I 1 L - - — - -- - - — _L — FIN SLAB_ N N O R T H E L E V A T I O N WEST ELEVATI ON SCALE . 1/4" -- SCALE 1/4" 1' O" I EXTERIOR l WALL I I 2ND. FLOOR L Il I �I � �tl_C L-16"OH EPDM SUBFLOOR DECI4NG 2" IL - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW FIN 211 D FLOOR , 1 - r -_- - 7-1/4"MICROLAM DECK JOISTS 9-1/2"TJI FLOOR JOISTS IIIII� I I1 E ISTING 5TRUCTURE (-1 - I C I I_FFFI_ �L� 1ST, FLOOR r '1 =— = I- _ IL c I`I 1J I' L_ �Exlsnrvc AND rvOR ITL 1 JL I � - - - -TOP OF FIN.FL00R DECK AREA ��`I' sc ,.y o` SCALE: 1-1/2" = 1'-0" m ; SOUTH ELEVAT I ON V SCALE: . 1/4" , I'-0" ♦, 3t m _�w�,g! DATE 3 - 26 - 04 G O E L L E R R E S IDE N C E M A R K K. B C H W A R T Z A I A REV 12 - 27 - 04 6 4 5 P 1 5 H E R M A N S B EA C H R D. A R C H 1 T E C T, PLLC REV. OB - 16 - OS G U T C H O G U E, N E W Y O R K P.O BOY 933 REV. 09 - 12 - 05 CUTCHODUE, N.Y. 1193E, 631 - 134 - 4185 ELEV ATI 0NB FLOOD ZONE CONSTRUCTION AS PER N.Y.S. RES. CODE R32-1 FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS I!V' RaubH VP4 YUN6 ,LTFRN A7 ,fN EXTFRIOR lin ON OF iG aTIONS ,N 51 P "I r,'L,iF —/ Find, VED \ p° ° p° UPPER STRAPS t.1 9EHIN0 WALL 1;—I/i" iLPFN F pr ALTERNATE SIDE STRAPS 5CH1 M0 WALL _=o1 —D.. l 1T . 'o_Jori I.PFN 2.'. 15-1/4" OPEN e-I/i" Ful - __ a-1/k" HIGY X PRIIIIG 1E-I/4" WIDE FILL OPENING i" o�PFN - —I-NAME 3% 15-1/4" OPEN OO - OPFN Ii,'IF S,uvry UPEN FNAIdE p >° BOT'Old STRAPS rFainr aeHIND wau III IIII III III 12"WIDE LEAD COATED - —;Ta APS LLQ rFHIIIG WAIL '2 VA RBARRIER AMD CAN RI- SRth:F11 v=F MAX >° EXTERIOR SIDING COPPER FLASHING AT :IOL' iL� 4LUID LEDGER uR STFv: 11,1 V, r° A EPDM MEM9MNF SIDING �1I EXTERIOR VIEW FINAL GRADE •^ p° 54"DE WNG __ _ �3/4e Il 5UBFLOOR 301ST HANGER SIDE SECTION VIEW �- -2%6 ACQ SLEEPER6@16"O E lPRIORP YN ED�U COPPER FLASHING ED 1, IT Del bo'.I our E nr L16 1 1Air- by 1111/42'u Inch.. crusternir fo- ench vent (' clock wide x t block dlgh) ED&SCREWED WIDE LEAD COAT E _ v I It 1 E 1 ( h q l 4 F L ares) slot to the measurement from polnled and. TAPERED AT I/B"/1'-0" 54"DECIQN6 - e dAo, f r Ij- town 1,1A N, Irru of d o outsold and slide .,I of alpha) FLOOR JOISTSLOPED 4 L f, L I _ P et _I I , f _ 1r After siti Leath through rev sat slots ACQ SLEEPER �l dMl PL RLP UHF II WTD F d1T WT t I Id have com legs prIntrq on AT. 5 - L y F .pal d h d hurt fI 11i far or !ale goes Into moll opening fNsl vJth strop legs 9.n`A rb ha r.,1 Ironhoobi,r r , Push fi,of I r-o ,p=lIng su fount flange IF 09hf In face of wall a Nair Ihrl on frame nP,nmo and inial l I' hon spn,I. hiough two bottom eLs of _atn In fond allure. wall EPDM MEMBRANE be Line nil Is, and h-r ,eon. Spee nu h9 a flush tr p,oll r - �,e el Frame should a and s L. ' Lhr,ul lhn' bo spunr, c star, a erten s-huh, ruga and cL Ik °a ecure D Irry al doo, unlru e ome by or irpng Dollar' of In I (vnld pin=l¢ pins) and front (with smaller squares) facing up. ,I -e cl Irlr Ir e such ubnl rueful Poi, on earl, ,11- slide 1.1. slots ori sides of from.. Let the parr, slide down !.Menti a be "IIh ria Lh+ ,n , unit IFey ,is "I hal ar of the ela l4 In [he dlmeas, ROOF DECK OVER LIVING SPACE T he hmnan the 1,,r ga to Iral the dee �n ,1.. demo lila the frame .Fork that door is lolrh.d on bath •IIdas N.T.S.NOTES NFLOOR]01ST GENERAL Roof shall always an positive damage Roof deck Is to slope to a cutble is edge,where a gutter would capture the run off Gutters are to connect to leaders which are to run off into drywalls underground. Drywells are to be 10'-0"(min.)away from all buildings. 1 I SUMMARY A Thls Section Includes unit masonry assemblies consisting of the following: 1 . lastaplywood 1 d to srich PLover or joists. Plywoequal. tl to be so awed Into joists with 2"long stainless steel screws.Adhere 1 Flood vents plywood to joists wltiT PL400 or appr9vetl equal. 2).Apply 1/4"thick AS exterior grade plywood over soSurface ace to be smooth and clean.Smooth out any rough areas. POST 12 QUALITY ASSURANCE Fasten with 1-1/4"ring-bare t be copper calls, Heads are to be Flush Space calls at 6"OC along sheet edge and 12"pC In Feld. All Fasteners to be flush with plywood 5/4"DECKING A Conforms to applleable BOLA,Sl DIEGO,and ICC code for automatic Flood venting requlrements. 3J. use re as. EPDM manufacturers propylene diene ns.terpolmer)NO membrane over AC plywood. LOM Is to be clean and talc free. Adhere as per manufacturers remmmendatlons. DO NOT INSTALL IN TEMPERATURES LOWER THAN 40°F. PART]-PRODUCTS Allow ends to transition up sill terminatlons by at least 9l0 12 Inches and hang over edges by 3 to fi Inches. 2X6 ACQ Sheets should overlap by 6lnches and should be sealed The overlapping surfaces must be kept clear of adhesives.Review I X —1 SLOPED TAPERED 2 1 FLOOD VENTS manufacturers Instructions. END CLOSURE 1/6"/FI. SLEEPER DO NOT cut membrane to create Inside corners EPDM Is to fold back on Itself In a blangular flap,adhere and seal In place A General Provide automatic cleaning two-way single height and double height vent activated by Flood iii wall LEAD COATED COPPER g Outside corners are to be rat to in and double layer over the corner The first DRIPEDGEA waters to relieve unbalanced lateral of cel on foundation walls.s[layer should overlap by 3 Inches an one side and �-2% L 6lnches on the ether side of corners.Repeat the second layer the opposite way,Adhere and seal where needed BLOCIONG B Mlnlmum Opening Ablllly to pass objects up to 3 inches(75 mm)In diameter. Round off all corners on patches to resist snags and uplift GUTTER—�� C.Sze. Oeslgned to Flt openings m modular masonry construction. 4).All Flashing Is w ex lead mated copper.Use where ever necessary, in protect the membrane against any wide anon 9f puncture. Leave a narrow exposed ctrl of flashing above forth along building t walls). Flashln to be 12" min, wide along walls and I Single Heigh[ 11 x B inches s(4 x 200 0 ra P P 9 9 9 99 ( ) 9 is to a installed over membrane(which Is to go Further up the wall than the flashing) 1%J� 2 Double Height 1G x 16 Inches(400 x 400 mm) Install perimeter drip-edge over EPDM along all runoff areas Drip-edge Is t0 be bent away from building Into the gutter All FASCIA D Frame,Vent,and Louver Material Stainless steel,Type 316,formed and welded construction. seams are to be soldered. FLOOR]01ST 5) 2x6 ACQ sleepers are to be placed over membrane DO NO FASTEN. Sleepers are to be"loose laid"at 16"OC.Sleepers are to RIM BOARD E Vent Pivoting,selld insulated face,perforated face for ventilation,removable, be tapered to 1/B"for every V of run.Install rubber strips("walk way roof pads")under bottom edge of sleepers.Sleepers are (BAND)DIST) o be entered away from building walls. ]. Free Area(Ventil1/4 inch(6 mm)square perforations,single. 50 sq.In.(0 032 sq,m atiarQ. 6). Finished decking Is to be Installed over sleepers with stainless steel screws. Use 2(min)per plank along each sleeper. double: 100 sq.in (p 064 sq.m) 2. Fee Area(Flood Roger) single 200 sq In. Up 129 sq, m),double:400 sq. In, (0.258 sq.on J. 3 Louvers Automatic ventilation louvers with Unroof operator 4 Vent Operation' Sealed float releases vent on rising and falling water. uF Installation Anchors', Stainless steel straps, four for each vent No Installation tools required. IG Maintenance Tools' Requlr as thin blade to release Moat pins M, Products, Subject to compliance with requirements,provide one of the following: 1 Smart VENT manufactur ed by Smart VENT,Inc. PART 3-EXECUTION i 3 1 FLOOD VENT A General, Install flood vents In accordance with manufacte2r's instructions,spaced evenly around foundation perimeter,maximum 12 Inches above grade to bottom of vent ns O B.Install one single height Flood vent for every 200 sq It of enclosed space below Flood plain. ? dv C.Install one double height flood vent for every 400 At ft, of enclosed space below Flood plain. , 0,Adjust Flood veils for proper operation. I. ' GATE 3 - 26 - 04 Cs OELLER RESIDENCE M A R K K. S G H W A R T Z A I A REV 12 - 27 - 04 6 4 5 F I S H E R MANS BEACH RID, ARCH I T E C T, PLLIC REV: GLLTCH OCsLLE, NEW Y OR K OB - 16 - 05 P.O. BOY 933 CUTCHOC]UE, N Y 11935 REV 09 - 12 - OS 631 - 734 - 4105 MUSIC:, DETAILS A4