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Home My WebLink About38025-Zfi Town of Southold P.O. Box 1179 � 53095 Main Rd Southold, New York 11971 .►�,ba 631-765-1981 CERTIFICATE OF OCCUPANCY 2/13/2015 No: 37437 Date: 2/13/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 350 Rabbit Ln, East Marion, SCTM #: 473889 Subdivision: Sec/Block/Lot: 31.-18-8 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2013 pursuant to which Building Permit No. 38025 dated 5/15/2013 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: storm -related repairs (foundation and decking) as applied for. The certificate is issued to Collins, Brenda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38025 3/25/2014 Authoffzlrd Signaturt— Permit #: 38025 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Collins, Brenda 74 E Woodside Ave Patchogue, NY 11772 Date: 5/15/2013 To: Storm -related repairs (foundation and decking) as applied for per trustee and DEC approval. With flood permit. At premises located at: 350 Rabbit Ln, East Marion SCTM # 473889 Sec/Block/Lot # 31.-18-8 Pursuant to application dated To expire on Fees 11/14/2014. 5/3/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Flood Permit Total $0.00 $0.00 $0.00 $0.00 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. "Swom statement from plumber certifying that the solder used in system contains less than 2110 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 epmpleted 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 .$50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00 Swimming pool 150.00, Accessory building $50.00, Additions to -accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: t✓ (check one) Location of Property: 57 le4ml r G' 'A O House No. Street Hamlet Owner or Owners of Property: Re EUPA . - ac (' /,v Suffolk County Tax Map No 1000, Section 3 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appy tgnature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a)-town. so utho Id. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Collins Address: 350 Rabbit Ln City: East Marion St: NY Zip: 11939 Building Permit #: 38025 Section: 31 Block: 18 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Commerical Outdoor X 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, existing service, OK to reconnect. ---SERVICE ONLY ---- Notes: Inspector Signature:,Date: March 25 2014 81 -Cert Electrical Compliance Form.xls "CHITECT MARK SCHWARTZ & ASSOCIATES February 03, 2015 Southold Town Building Department P.O. Box 1179 54375 Main Road Southold, New York 11971 Re: Collins property 350 Rabbit Lane East Marion, New York Permit #38025 To Whom this may concern, 28493 Jlain Road • PO Box 933 • Cutchoguc, NY 11933 631.734.4183 1 www.mbarchitcct.cum ;' iJ FEB -6 I have been on site during portions of the construction phase and have observed the step for rear deck, the oil tank and LP tank, the furnace elevation and the interior work completed. The Owners have added a brick step on the west side of the deck, the oil tank and LP tank have been properly secured, the furnace has been raised as required and there was no additional work completed for the interiors of the house. To the best of my knowledge, all work has been completed and meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely, Marr AIA soaryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATIQN [ ] ROUGH PLUMBING [] 1 LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE �� '� �� INSPECTOR�A4 PLUMBING WUL ATION STATE ENERGY • 1 ADDITIONAL COMMENTS OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. OFOP51- Examined. % 2'0 Approved 5 20 1-3 Disapproved a/c Expiration U/ 120 / F MAY - 3 2013 ROG. DEPT. TOWN OF SOUTHO! D mg Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: A/2J c'go�l Phone: 734 41F) - APPLICATION 1Q APPLICATION FOR BUILDING PERMIT Date 0 D , 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 pen -nit 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 pen -nit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be House Number S County Tax Map No. 1000 Section Hamlet pp� ,.� Block / 0 Lot a Subdivision 2. State existing use and occupancy of a. Existing use and occupancy 3. H Filed Map No. and intended use and occupancy of /GLS' 'AlsI <, �11 b. Intended use and occupancy , Lot sed construction: Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work %2 L- 1�•4 ��p ,S' lei Estimated Cost Fee ge pL 'etio?lu K iti 'o (To be paid on filing this application) 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, S � 40(,4xj ��' 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories v 9. Size of lot: Front SU Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r< 4- 0 Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO e<Will excess fill be remov from premises? YES NO I veA'04 Goo C JA --I � p 14. Names of Owner of prem es �W Address Phone No.,O a(o �� 2 Z -- Name of Architect J G 4,-W 7--L— Address Phone No .%y q t4l% Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 'ANO * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO Y * IF YES, PROVIDE A COPY. CON N E o. BUI CH Nlotn: y Public, state of Nvvv York t 0 1 11,3013 � `r STATE OF NEW YORK) f in S Polk t� COUNTY OF 4C Li 1416' `t -being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the �� (Contractor, Agent, Corporate(icer, 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 (l^\ 20_ Notary Public Signature licant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK DATE: MARCH 20 2013 PERMIT NO. 8086 —&8-08-6C ISSUED TO: BRENDA COLLINS PROPERTY ADDRESS: 350 RABBIT LANE EAST MARION SCTM# 31-18-8 AUTHORIZATION Chapter 275 and/or Chapter I l 10 f the Town Code of the Town Of held on March Pursuant to the provisions of Chap -usteesadopted at the meeting aid by lvA K. Schwartz or authorized Southold and in accordance with the Resolution fee in thesumf f 5�oo p p the Southold Town 20 2013, and in consideration of app waiver of Town Board and subject to the Terms h f 11owing editions as stated In the Resolution, Board of Trustees authorizes and permits lower level Permit to rebuild south 4'x6' deck and stairs; rest corner of Great Wetland Pe replace under existing porch deck; rebuild 12'x10' deck under nort w away walls; Room; repair north deck and stairs; rebuild e oil tank;ree lwith the condition ons of break- that the damaged ducts, boiler, electrical and reloca ft.; and . depicted on the site reconstruction of lower level deck doesnot exceed Architect, astda ed March 20, 2013, and plan prepared by Mark K. Schwartz, stamped approved on March 20, 2013. WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, iIN WI a majority of the said Board as of this date. and these presents to be subscribed by BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 # 1095C Date: February 12, 2015 THIS CERTIFIES that the rebuilding of south 4'x6' deck and stairs; rebuilding_of lower level deck under existing porch deck not exceeding 200%ft.; rebuilding of 12'x10' deck under north west corner of Great Room; repairs to north deck and stairs; rebuilding of three sections of break-awav walls; and renlacement of damaued ducts, boiler, electrical and relocation of oil tank At 350 Rabbit Lane East Marion New York Suffolk County Tax Map # 31-18-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 26, 2013 pursuant to which Trustees Wetland Permit #8086 Dated March 20, 2013 and Coastal Erosion Permit #8086C Dated March 20, 2013 were issued and conform to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the rebuilding of south 4'x6' deck and stairs; rebuilding of lower level deck under existing porch deck not exceeding 200so.ft.; rebuilding of 12'x10' deck under north west corner of Great Rooni, repairs to north deck and stairs; rebuilding ofthree sections ofbreak-away walls; and replacement of damaged ducts, boiler, electrical and relocation of oil tank. The certificate is issued to BRENDA COLLINS owner of the aforesaid property. ?_ *... &'&';JW_ Authorized Signature 4 NN J U�� •_ John M. Bredemeyer III, President .f A�' Michael J. Domino, Vice -President t James F. King, Trustee Dave Bergen, Trustee '' �► ; .' Charles J. Sanders, Trustee��'�'�, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 # 1095C Date: February 12, 2015 THIS CERTIFIES that the rebuilding of south 4'x6' deck and stairs; rebuilding_of lower level deck under existing porch deck not exceeding 200%ft.; rebuilding of 12'x10' deck under north west corner of Great Room; repairs to north deck and stairs; rebuilding of three sections of break-awav walls; and renlacement of damaued ducts, boiler, electrical and relocation of oil tank At 350 Rabbit Lane East Marion New York Suffolk County Tax Map # 31-18-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 26, 2013 pursuant to which Trustees Wetland Permit #8086 Dated March 20, 2013 and Coastal Erosion Permit #8086C Dated March 20, 2013 were issued and conform to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the rebuilding of south 4'x6' deck and stairs; rebuilding of lower level deck under existing porch deck not exceeding 200so.ft.; rebuilding of 12'x10' deck under north west corner of Great Rooni, repairs to north deck and stairs; rebuilding ofthree sections ofbreak-away walls; and replacement of damaged ducts, boiler, electrical and relocation of oil tank. The certificate is issued to BRENDA COLLINS owner of the aforesaid property. ?_ *... &'&';JW_ Authorized Signature A YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ,�4cility DEC ID 1-4738-04217 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: BRENDA COLLINS 74 E WOODSIDE AVE PATCHOGUE, NY 11772 (631) 806-1422 Facility Application .Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE, NY 11935-0933 (631) 734-4185 Facility: COLLINS PROPERTY 350 RABBIT LNISCTM 1000-31-18-08 EAST MARION, NY 11939 Aft v .0 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: East Marion Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: . Longitude: Project Location: 350 Rabbit Lane - Watercourse - Gardiners Bay Authorized Activity: Reconstruct storm damaged portions of single family dwelling in accordance with plan prepared by Mark K. Schwartz, last revised March 8, 2013 and stamped NYSDEC approved on March 13, 2013. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04217/00001 New Permit Effective Date: 3/13/2013 NYSDEC Approval Expiration Date: 3/12/2018 By acceptance of this permit, the permittee agrees that the permit is contingent' upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: JOHN A Address: NYSDE( Authorized Signature: YIELAND, Deputy Regional REGION 1 HEADQU STOIX BROOK15 � RD Rb0 '. NY 11794'-340 i o.�rZ,ffRoi3 Page 1 of 5 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04217 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: BRENDA COLLINS 74 E WOODSIDE AVE PATCHOGUE, NY 11772 (631) 806-1422 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE, NY 11935-0933 (631) 734-4185 Facility: COLLINS PROPERTY 350 RABBIT LNISCTM 1000-31-18-08 EAST MARION, NY 11939 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: East Marion Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: . Longitude: Project Location: 350 Rabbit Lane - Watercourse - Gardiners Bay Authorized Activity: Reconstruct storm damaged portions of single family dwelling in accordance with plan prepared by Mark K. Schwartz, last revised March 8, 2013 and stamped NYSDEC approved on March 13, 2013. Tidal Wetlands - Under Article 25 Permit ID 1-4738-04217/00001 New Permit Permit Authorizations Effective Date: 3/13/2013 Expiration Date: 3/12/2018 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: JOHN A Address: NYSDE( Authorized Signature: �TELAND, Deputy Regional erfr REGION 1 HEADQUA$ ST.O BROOK150 COIiZC RD R-00& NY 11790--340 o,,,;'URai3 Page 1 of 5 Am 10MON NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4738-04217 MARK K SCHWARTZ Habitat - TW JOHN A WIELAND Distribution List Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark K. Schwartz, AIA dated March 08, 2013 . 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as 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. 4. State May Require Site Restoration 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 lawfully 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. Page 2 of 5 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04217 5. Precautions Against Contamination of Waters 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. 6. Expansion No expansion beyond pre -storm damage footprint is authorized.. 7. Notice of Commencement 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. 8. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 9. No Construction Debris in Wetland or Adjacent Area 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 wetlands and/or protected buffer areas. 10. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 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. Page 3 of 5 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04217 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit 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. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. 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. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 4 of 5 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low Facility DEC ID 1-4738-04217 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify 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, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's 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. Page 5 of 5 0 4— C— / A�) _J� Town of Southold - Chapter 236 - Stormwater Management � ,# SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Annlientinn I Address: 11"s Total Area ofAl I'Mad Paula: Protea Duration: W*valetl) Owner-Agent-Constitaa-Contractor crOther (CirclsOns) -yw Alii t"z. WV 93Clvzd p Fax M: cW -fit vf"@ oto dh I.-re.EL . -e� sr Contact Parson Responsible for Imptementetiwr of SW : for Installation 8 Maintenance of Taal Arae of [Anti aming andlor Ground Dishrbarga: Control onto: Will this Project Disturbs Me (5) or More Acres at Any One Time During the Proposed Development 7 Yes No RYES: PhaseAnmr#0 rollowM91 a. Does the Applicant have a Qualitfed Inspeclor on Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site l C N Inspections will Occur and for What Period of Thne 7 Yes C. Does the SWPPP Adequately Identify AN Temporary r__1 [__1 andlor Permanent Soil Stabailzallon Measures 7 Yes No d. Does the SWPPP Adequately Identify a Complete O O Protect Phasing Plan ? e. Does the SWPPP Indicate Additional Site Specific Practices that VM be Utilized to Protect Water Quality 7 Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q by the Town of Southold 7 Yes No or Dlrteront than Z Brief Descriptim of Construction A.cd*. Proposed StracterA BMPs, Soft stabalization BMPs, Project Scope and/or Sequence of Construction Acliy4 Imide AOSeinW Peps a Neadsq ------------ -------,r��r��_--------- List the NAMES or description of esti Potentially I npaoted Wabdlgdiss aadfar VVellands: __G�Ql �!f- Cf 1 ---¢_If -------------- ----------------- --FNNlE C7.UN.CEl. _---- ----- S1 ATF. OF NFW YORK, COUN T OF .... J .. .................... ....... SS No. 01 EI(Mi ss s0 Qualified €rt Suitolk Coll7t,/ Com a, ion Expires t b 2 ••••••..Ce! �1.L�Z-• being duly sworn, deposes and says that he/she is the applicant forF ij , 1 hat I . ...........t-(�1*40t1lit..... !![:.. 1 individual signing Doc ruerf And that he/she is the Owner and/or representative of the 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 pedormed in the manner set forth in the application filed herewith. Sworn to beforr, me this; C�b13 •• ...... day sZf ........ 20 Notary Public: ... C��J�.,,� Ra Z/Zl� .......... . ...... _„• SWPPP Assessment FORM: 03-12 lbow"awn po. am 11" .%Mjw , Nr l oWS41 0 No., aliftDINC LWALCi'1rIF.NT ,1, Td4o ed MlM4MrM ofafte , tT'� t�R�AAT#M. "°*�"°� i�rl�or"na�ion j 'wo"l : •: 'C.yOM 811 *PhOM1! IMO.. Sst wA* OW&.....1 $SOMI: ......... D�aCA�P'T�vN OF wow (pumm P" Gbw*) CUM M TMA M/M �alabwadlrforM�". �ri° A°'p�'M � 'On you now 0 Tom GY+IMa�°: NO Tiller M�M�NI�MeI- X11 LMIII� 3Pt� t0 -owwoo 8�a.� 'Now. $wNw. ,�,� 1leMdr�nound AdWAKA rt • ' lAdMINOW- MINO 32 i VIP � 05�FF0(k�0 a o w � Southold Town Board of Appeals MAIN ROAD -STATE ROAD 25 SSOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 7651809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No.3464 (NYS D.E.C. Action 2/19/85) Application Dated February 10, 1986 (Trustees Action 9/25/86) TO: Mr. Ted Dowd 201 13th Street East Tierra Verde, FL 33715 [Appellant(s)] At a Meeting of the Zoning Board of Appeals held on November 3, 1986 the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [Xl Request for Variancesto the Zoning Ordinance Articles III , Sect'on 100-31 Bulk Schedule and Article IX, Section f00-119.2($) _ [ ] Request for Application of TED DOWD for Variances to theZoning Ordinance, Articles II1, Sections TOI't=3T, and XI, Section 100-119.2 for permission to locate new sin le -family dwelling: (a) with an insufficient front - yard setback, (b3 with an insufficient sideyard setback, (c) with an insufficient rearyard setback, (d) with total lot coverage in excess of maximum -permitted 20%, (e) with insufficient setback from tidal wetlands. Location of Property: 350 Rabbit Lane, East Marion; County Tax Map Parcel No. 1000-31-18-8. WHEREAS, a public hearing was held and concluded on October 22, 1986, in the Matter of the Application of TED DOWD under Appeal No. 3464; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the board members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the board made the following findings of fact: 1. By this application, appellant requests permission to construct a new single-family dwelling structure: (a) with an insufficient frontyard setback at 20 feet at its closest distance, (b) with an insufficient easterly sideyard setback at five feet, (c) with an insufficient rearyard setback at 19 feet at its closest point, (d) with total lot coverage in excess of maximum - permitted 20 percent, (e) with an insufficient setback from tidal wetlands at 19 feet (from ordinary highwater mark), all as shown on sketched survey revised April 1, 1985. 2. The premises in question is a described parcel of land located along the south side of Rabbit Lane, East Marion, Town- ship of Southold, New York, containing a total area of 4,734± sq. (CONTINUED ON PAGES TWO AND THREE) DATED: November 3, 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) ATCH 3 Page 2 - Appeal No. 3464 Matter of TED DOWD Decision Rendered November 3, 1986 ft. with 50.36 ft. frontage along Rabbit Lane and lot depth of 94 feet. 3. The subject premises is and Agricultural Zoning District subject premises to the west is dwelling structure set back 24± premises immediately east of the vacant. located in the "A" Residential and is vacant. Abutting the a parcel improved with a feet from Rabbit Lane. The subject parcel is also presently 4. Article III, Section 100-31, Bulk Schedule of the Zoning Code requires a minimum: (a) frontyard setback at 35 feet (or the average established within 300 feet, 100-33); (b) sideyard setback at 10 feet, (c) rearyad setback at 35 feet. Article III, Section 100-31, Bulk Schedule, limits lot coverage to a maximum of 20 percent of the total lot area. Article XI, Section 100-119.2(B) requires all buildings proposed on lots adjacent to tidal water bodies other than the Long Island Sound at not less than 75 feet from the ordinary highwater mark. 5. The amount of relief requested in relation to the zoning requirements are: (a) front yard, 15 feet, or 43% (b) sideyard, five feet, or 50%, (c) rearyard, 16 feet, or 46%, (d) lot coverage, 703.2 sq. ft., or 74.5%, (e) wetlands setback, 56 feet, or 75%. 6. The board finds the general configuration and contours of the parcel lend to the difficulties in locating a principal structure, and strict adherence to the code regulations would not be feasible. 7. It is the opinion of the board that the percentages of relief requested in relation to the requirements are substantial and are not the minimal necessary under the circumstances. In considering this appeal, the board also finds and determines that in granting reduction in the relief as an alternative: (a) the project will not be inconsistent with those generally existing in the neighborhood; (b) the relief will be the minimal necessary under the circum- stances; (c) the circumstances of the property are unique; (d) there will be no substantial change in the character of the area; (e) the variance will not in turn be adverse to the safety, health, welfare, comfort, conven- ience or order of the town; (f) in view of all the above factors, the interests of justice will be served. Accordingly, on motion by Mr. Sawicki, seconded by Mr. Grigonis, it was RESOLVED, that the following relief be and hereby is GRANTED in the Matter of the Application of TED DOWD under Appeal No. 3464 in the proposed placement of a single-family dwelling structure: 1. The frontyard setback not be less than 24 feet, in line with the existing dwelling abutting this property to the west (presently Moor); 2. The easterly sideyard not be less than nine feet, and total sideyards 24 feet (15 and 9); 3. The total lot coverage for all,structures not to exceed 22% at this time; (CONTINUED ON PAGE THREE I N Page 3 - Appeal No. 3464 Matter of TED DOWD Decision Rendered November 3, 1986 4. No construction or disturbance of area within 25 ft. of ordinary highwater mark (except for bulkheading as may be recommended by State, County or Town agencies, and after receiving appropriate approvals in writing); 5. Setback from rear property line and ordinary high water mark be not less than 25 feet. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Douglass and Sawicki. (Member Doyen of fishers Island was absent.) This resolution was duly adopted. 1 k i� ••�rc8 . �y �rc,.m� as � .... GERARD P. GOEHRINGER, HAIRMAN November 12, 1986 K �, r 1 • r • jj"J'H T. TERRY '1 OWN CLERK ILEG15fRAR OF v1TAI. STAT1S11CS MARRIAGE OFFICER R.ECORIJS MANAGEMENT 01-rICEI1 FREEDOM OF INFORhUT10N OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD T r��n li,rll. 53395 Njull, P.o. no., 117 Srwlhohl. NC%k' Ytal; Fax (,5 101 Tcicph(inc (5 1(,) 7rrt-1 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations ,J of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93)], nd "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)). , 6i iv. DEFT TOWN OF SOUTHOLD Aludith T. Terry Southold Town Clerk August 25, 1993 t ' APPLICATION a PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PEfZMfT APPLICATION This form is to be filled out in duplicate. ,SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sitm)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein - 3. If revoked, all work must cease until permit is re-issucd- 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if ho work is commenced within six mouths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE B F MY GE, TRUE AND ACCURA , (APPLICANT'S SIGNATURE) DATE / a SECTIOM 2' PROPOSED DEVELOPMENT fTo be completed by APPLICA-hM NAME// ADDRESS TELEP`HONE APC� PLINf 1 v' M K PG &T% Z 7S BUILDER ENGINEER 1126601JR6111199146112 To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application sbowing (be project location would be helpful. FDP(93) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ,ACTiVTFY STRUCTURE TYPE ❑ New Structure O Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) O Alteration O Non-residential (Floodproofing? O Yes) ❑ Relocation. O Combined Use (Residential & Commercial) 0 DDemdUtion• O Manufactured (Mobile) Home (In Manu- hd'Replacement factured Home Park?. O Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage, Improvements (Including Culvert Work). ❑ Road, Street or Bridge Coastrvction O Subdivision (New or Exparsioo) O Individual Water or Sewer System O Other (Please Specify) Mtcr completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposcd dcvclopmcot is located on FERM Panel No. . Dated The Proposed Development: O Is EQS located in a Spo-dal Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Ls located in a Special Flood Hazard Arca. FTRM zone designation is 100 -Year flood elevation at the site is.' Ft. NGVD (MSL) O Uoavailablc O The proposcd dcvclopmcot is located to a floodway. FBFIA Panel No. Dated O See Scction 4 (or additional iostructioos. SIGNED 0 DATE .r APPLICATION # PAGE 3 OF 4 SECTION 4 ADQITIQNAL INFORMATION REQUIRED (To he comnlcttd by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: xislwg slructures, water bodies, adjaceot roads, lot C1 A site plan showing the location of all c dimensions and proposed development. O Development plans, drawn to scale, and specificatipns, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100 -year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL) - 0 Floodprooftng protection level (non-residential only) Ft: NGVD (MSL). For floodproofed s"ctures, applicant must attach certification. from registered engineer or i - - arcbitcct. ❑ Certification from a registered engineer that the propoftd activity in a regulatory floodway will not result inany incrcasc in the height of the 100 -year flood. A copy of all data and calculations supporting this Cording must also be submitted. O Otbcr: SECTION 5 PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATORI I have determined that the proposed activity. A- O Is B. Cl Is not in conformance with provisions of Local Law 19_. The permit is issued subject to the cooditioris attached to and made part of this permit. SIGNED ,DATE If BOX A is chcckcd, the Local Admiaistrator may issue a Dcvelopmcot Permit upon paymeot of designated fcc. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION s PAGE aOF4 APPEALS: Appealed to Board of Appcals? O Yrs O No Hearing dale: Appeals Board Decuioo --- Approved? O Yes O No Cooditio SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a liccased land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As -Built) Elevation of the top of the lowest floor, including basement fin Coastal High Haza'[d Arca bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As -Built) Elevation of floodproofmg protection is FT. NGVD (MSL). , NOTE: Any work performed prior to s/tvbmittal of the above iaformatioo is at the risk of the Applicant. /r SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on in-spection of the project to ensure eomphiance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES O NO ,SECTION $ CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNIINISTRAT R , Certificate of Compliance issued: DATE: BY: 0 Attachment B j SAMPLE 1 CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: OWNERS NAME AND ADDRESS: PERMIT NO. PERMIT DATE CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND s THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # 119 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: — _ -- DATED: CIC(93) N r,��''.�,'�..�R ..., r.�,,iiv�. iv 'in.� .wnrc' n, n nv�..n„vr• FLOOD ZONE FROM FIRM MAP No. J6103CO177H OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. SEPTEMBER 25, 2009 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77RCA7IONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF COASTAL EROSION HAZARD LINE FROM COASTAL SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR EROSION MAP PHOTO 48-636-83 WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-31-18-08 SCALE.• 1' 20' FEBRUARY 26, 2013 , Landward Edge of Tidal Wetlands as Delineated by Suffolk Environmental Consulting,lnc. on Feb. 26, 2013 LIC. NO. 49618 - ECONIC EYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUTHOLD, MTRAVELER 11197ET 13-119 G A R D I N ERS BAY `SNE PR�p�R�� R0p PERT LINE Rp,g61 APPROVED AS NOTED DATE:S B. P. #,��ZT! OG FEE:—1Q4 BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLOOD�F(6 COMPLY WITH ALL CODES OF COMPLY WITH CHAPTER 148 NEW YORK STATE & TOWN CODES FLOOD DAMAGE PREVENTWN AS REQUIRED AND CONDITIONS OF SOUTHOLfi 'P)WN C ODE QW I r18L8�VVY1125A — S ARD �CSOUTHOLD TOWIti TRUSTEES /- 2Lq-9 -Y!!4? N.Y.S, DEC ibc0 1 ELECTRICAL EXISTING 1ST. FLOOR PLAN SCALE: 1/e" = 1' OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. REVISIONS ............. i ....... ••••••• IAIOVE� -- � (ARo17E1 ' I': U....... 0 it'; •.j•E-� a ts m m ~ x U -ze•zz•zzz .. RlLALE EMImNG DKKING—•—•—+:.t>�' RIRLACE EXImNG DiC1UNG �u� It• �___-: �..�� fVfll3xi �l RIk GRADE � �- bVFR lxi Dl ON GRME �" V N v1 tj u Rlp O eo c____ RE -NUR D WXC DECK +STAIR REPLACE EX. VREAK-hwAY WALE a a v _ TANKAYNVE jl _ w RRM"SE\NEW ["RI[RETE lWTO TCHE%IEi1NG ` 4._�. W .-r NMACE z A EIRmNG.EdiING--------- iy OM 7X.6 W ON GRA"E O O ZZ REPLACF Ex BREAK-MWAY WALL - - •. EXI517Nc ' ,-- - - -,. a CANTILEVERED M'0 W FIREN E f RD/CATE E)FISTING Q� z "a O w DRAWN: MH / MS SCALE: =F-0" 1/4'=F-0" / A rii 10, 2013 SHEET NUMBER: A-1 W a RtlAllt/R�I.AQ jj � RERAIR/BER#ACE �' _ ' - ALL DAMAGE" DDRB �I f 'ql DYV.4AGE7�DCT5 rI W �{ r /.� ' . MECHANK4 T :M:!li:L.: _. i . .. - .� - ..;RREAWA-WAY WALL l7 RRFAK-hWAV WALL zr M ,U .•( i *___� --_ :__ _ RMR/RE►VRD 4: ER V u STAIRS AND DLCK �� AtkKmmy 0• 15 -1- a EXISTING FOUNDATION PLAN SCALE: 1/8" = 1' R0p PERT LINE Rp,g61 APPROVED AS NOTED DATE:S B. P. #,��ZT! OG FEE:—1Q4 BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLOOD�F(6 COMPLY WITH ALL CODES OF COMPLY WITH CHAPTER 148 NEW YORK STATE & TOWN CODES FLOOD DAMAGE PREVENTWN AS REQUIRED AND CONDITIONS OF SOUTHOLfi 'P)WN C ODE QW I r18L8�VVY1125A — S ARD �CSOUTHOLD TOWIti TRUSTEES /- 2Lq-9 -Y!!4? N.Y.S, DEC ibc0 1 ELECTRICAL EXISTING 1ST. FLOOR PLAN SCALE: 1/e" = 1' OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. REVISIONS 0 N a ts m m ~ x U � Z En V N v1 tj u Rlp O eo a a w .-r z A o O O ZZ M'0 � O Fn w Q� "a O w DRAWN: MH / MS SCALE: =F-0" 1/4'=F-0" JOB W: A rii 10, 2013 SHEET NUMBER: A-1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER • CRIPPLE STUD 0 4: 1 WAIL STUD s RIDGE BOTTOM PLATE HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST JACK STUDS RAFTER I 2X10 I LS210 'tE�a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER MN BLOCKING ®24'OC JUI51 NOT DIRECTLY UNDER PARALLEL 'WALLS. PROVIDE / WALL STUD THROUGH -ROOF EXHAUST VEI ITS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP -SIDE OF RIM BOARD �Q CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAIhJTAIN • • ' • , 1 + ' c VENTILATION FOUNDATION SIDEWALL FLASHING • - WOOD JOIST TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STARRING TO BE ATTACHED TO WALL STUDS 948"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA ROOFIIIG TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4b" O.C.♦♦ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - b" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ♦ SHALL AC COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS ♦♦ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH rnninni cnrnr i r ♦ nor�u. FLOOR USP NUMBER DESCRIPTION APPLICATION IM SPACING Qc ♦ AND SO AS TO MAINTAIN AIR `� GAP TO PREVENT RAFTERS v \VYJ1 DESCRIPTION APPLICATION INSTALL 4'0" O.C. SOFFITED EAVE 4' - b" 4" - 6" RAFTER RT10 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1-2 STORIES 57" OC ON ALL OPENINGS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS ♦ CAPILLARY ACTION ON ALL OPENINGS TERMITE SHIELD LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED 2ND. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP INSTALL 4'0" D.C. • RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH KEEP SHEATHING MIN. 1-1 RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE BATH /SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR LOCATION USP NUMBER DESCRIPTION APPLICATION MSTA4E LOCATION USP NUMBER DESCRIPTION APPLICATION AND JACK STUDS ALL OPENINGS LSTA12 1-1/4"x12" 209a. STRAP APPLY TO EACH JACK STUD LSTA36 1-1/4"x3G" 1Ega. STRAP ROOF LSTA2# 1-1/4"x24" 20ga_ STRAP APPLY OVER RIDGE TO EACH RAFTE THE PROPER STEEL CONNECTOR. RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION Ll NEOPRENE ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 21-1/E" 20go. TYDOWN ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ALL OPENINGS RT3 OR RT -71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2x6-2xb L52G toga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGERI ON ALL OPENINGS \ ♦ ♦♦ KEEP ROOFIItG NAILS OUT HE FLOORS TO EACH OTHER W/ THREADED ROD. x ANCHOR EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL, I 2X10 I LS210 'tE�a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER MN BLOCKING ®24'OC JUI51 NOT DIRECTLY UNDER PARALLEL 'WALLS. PROVIDE / WALL STUD THROUGH -ROOF EXHAUST VEI ITS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP -SIDE OF RIM BOARD �Q CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAIhJTAIN • • ' • , 1 + ' c VENTILATION FOUNDATION SIDEWALL FLASHING • - WOOD JOIST TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STARRING TO BE ATTACHED TO WALL STUDS 948"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA ROOFIIIG TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4b" O.C.♦♦ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - b" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ♦ SHALL AC COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS ♦♦ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH rnninni cnrnr i r ♦ nor�u. GNU. FLOUR WALL ��I \ Ur YLA�:,111NU _ ♦ ♦ ROOFING LAPS BASE ♦ FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING SHINGLES AT BASE MIN, 4 IIICHES NAILED TO SHEATHING THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED 70 WALL STUDS a4E"OC AND ALL WINDOW/DOOR OPENING JACK STUDS MFTAi Fri •cuwc .T Al 1 —.xrc 11 FLOOR JOIST DEPTH LSTA30 1-1/4•'x30" 18ga, STRAP AND JACK STUDS IM SPACING AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION ♦ AND SO AS TO MAINTAIN AIR `� GAP TO PREVENT RAFTERS LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. SOFFITED EAVE 4' - b" 4" - 6" RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR CONNECT TO WALL SLA -ON-GRADE 1-2 STORIES 57" OC ON ALL OPENINGS ♦ CAPILLARY ACTION ON ALL OPENINGS TERMITE SHIELD LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED E - 16" INSTALL 4'O" O.C. INSTALL 4'0" D.C. • RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH KEEP SHEATHING MIN. 1-1 RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONIIEC TED TO A FLUSH HEADER TO BE SUPPORTED WITH EACH RAFTER MSTA4E 1-1/4"x4E` 16ga. STRAP AND JACK STUDS 14" - 1ti" LSTA36 1-1/4"x3G" 1Ega. STRAP AND JACK STUDS THE PROPER STEEL CONNECTOR. ♦ ♦ NEOPRENE ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING E" - 12" RAFTER RT2U 21-1/E" 20go. TYDOWN CONNECT TO ON ALL OPENINGS \ ♦ ♦♦ KEEP ROOFIItG NAILS OUT V x ANCHOR EACH RAFTER SOFFITED EAVE DETAIL WALLS AND HEADERS GNU. FLOUR WALL ��I \ Ur YLA�:,111NU _ ♦ ♦ ROOFING LAPS BASE ♦ FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING SHINGLES AT BASE MIN, 4 IIICHES NAILED TO SHEATHING THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED 70 WALL STUDS a4E"OC AND ALL WINDOW/DOOR OPENING JACK STUDS MFTAi Fri •cuwc .T Al 1 —.xrc 11 DRAIN TILE 0 TYPICAL CONIC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN_ 3- STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG, ANCHOR BOLT CONNECTION FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION IM SPACING AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION WALL STUD — 0 RAFTERS WOOD JOIST 1 STORY 72" OC SILL PLATE TO FOUNDATION INSTALL 4'0" O.C. 4' - b" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS WALL SLA -ON-GRADE 1-2 STORIES 57" OC ON ALL OPENINGS TERMITE SHIELD LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED E - 16" INSTALL 4'0" D.C. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH KEEP SHEATHING MIN. 1-1 RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONIIEC TED TO A FLUSH HEADER TO BE SUPPORTED WITH MSTA4E 1-1/4"x4E` 16ga. STRAP AND JACK STUDS ( A RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. • NEOPRENE ON ALL OPENINGS DAMPPROOF EXTERIOR S - RID SPTH4 Sm P erc •niruno CONNECT OVER CONFORM TO SLOPE OF ROOF IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS DRAIN TILE 0 TYPICAL CONIC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN_ 3- STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG, ANCHOR BOLT CONNECTION FOUNDATION 5/E" DIA. ANCHOR DOLT SUPPORTING IM SPACING SILL PLATE TO FOUNDATION PLATES TO EACH STUD 1 STORY 72" OC SILL PLATE TO FOUNDATION ., nLwrr FOR SHRINKAGE. :t REDUCE BUMP OUTS DBL. SILL PLATE 2 STORIES 3fi" OC BOTTOM PLATE TO FOUNDATION WALL SLA -ON-GRADE 1-2 STORIES 57" OC TERMITE SHIELD SILL GASKET + I SUBFLOOR TYP. CONIC. FOUNDATION ( A CONIC. SLAB • NEOPRENE WOOD JOISTS DAMPPROOF EXTERIOR 6 MIL. POLY GASKET EMIL POLY ON EXTERIOR V GRANULAR FILL , , • , • , • y x - � � � 2x6 /2xE CONTINUOUS WOOD PLATE • V STEEL COLUMN . ' . ►•� a BOLTED TO STEEL BEAM WITH •� V f • • • _• , % 1 1/2 " DIA. BOLTS o 4b" o.c. STAG. • _N L♦^ % CONIC. SLAB I � � • � ROOF JACK a V ♦ COMPACT FILL 1"s v ANCHOR POURED CCONCRETE:BOLTM7- 71 ��` STEEL BEAM KEYWAY FOOTING • _ • • B LOC K WALL: 15" 4 x 1/4" x E" STEEL • C• p , •• • • CONIC. FTG. •� • a•4•• ,. w ROOFING LAPS FLASHING AT TOP AND BOTTOM PLATE + ANCHOR BOLT COiINECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2' x 6" ANCHOR DOLT Q REINFORCING BAR • (USE LBPS5E OR BP5E3) 1 2" R DRAIN TILE 0 TYPICAL CONIC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN_ 3- STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG, ANCHOR BOLT CONNECTION FOUNDATION 5/E" DIA. ANCHOR DOLT SUPPORTING IM SPACING SILL PLATE TO FOUNDATION CRA SPACE R FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION) 2 STORIES 3fi" OC BOTTOM PLATE TO FOUNDATION WALL SLA -ON-GRADE 1-2 STORIES 57" OC GOUT I 3' STEEL COLUMN FLASHING LAPS ) ROOFING AT BOTTOM ( 10 KIPS TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING ROOF JACKS k VENTS DETAIL CONC. SLAB 6XG 10/10 Wm I SUBFLOOR COMPACT FILL DOOR FRAME GARAGE DOOR JOIST USE 2XE STEEL BEAM FOR BLOCKOUT P.T. PLATE y•� W/GXGAWMM \( SLOPE ' ' , • '�+ 1/2" AIR S ACE �� < I • eDRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • w_s_ti + +.r1•! AT ES OF WOOD ' '•' • i. 7 1 2` • • • {WgTH A NAILING PLATE IF NEEDED,,It '� .6• f r' a • • 6 + 41 BEAMS f� • / .. j"�'�, • • -• • • TO BE APROX. 1/2- OR HIGHER THAN 12" ♦ = 6X6 W.W.M. — -.. — '� '•� • •� '• • -• STEEL BEAM TO ALLOW FOR SHRINK f t, jJJ DV _ • : • f �• • • I• • • (PROVIDE STRAPPING TO KEEP JOISTS'6i,7f •'`_etr.,"`'. IN. r , r.. ^• y _ •. . {♦ � ,• IJOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • � " / � • ''_. ':,� REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAM • • -t •• •• �' R v; DRAIN TILE J.�•—d � ` REINFORCING BAR � • / • � - 12" '• i SHEET METAL j 30#FELT UNDER BEAM AT POINT • � }• 0 !•, • � OF C014TACT WITH CONCRETE OR COIJC. BLOCK STEE TYPICAL CONIC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARSTHICKEN SLABS BENEATH • 3" PLA 0 BEA EENEATH BEARING WALLS AND COLUMNS. v � SHIMS TO LEVEL REAM REINFORCE FOOTING NTH (2) #'4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKETS REVISIONS I v .•"•t W Z r-+ Z 0 �0 a� T� 0 U) r --a LO a O te) W \— J DRAWN: MH / MS SCALE: 1/4"—l'-0" JOB: April 10, 2013 �VLW!!6.l /1�� i u�l.�%Z A-2 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid. not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. B). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3)_ Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with 85 re -bar, 18" long at 12' o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 950/6 relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum ISN24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to balling. B). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise_ 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 X2 + BTR. Doug. Fir. Dearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 60 and 2x6 wall openings between 511 and B'!_ Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). B). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 2'0 o.c.. Use solid blocking in floor joists under all bearing wails. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/3" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RiDGE-TO-RAFTER ASSEMBLY: 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of Id nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shalt be attached to the wall top plate and the wait top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all comers. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with Bd common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b- 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwails shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. B). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be Nl ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12N12NI2" thick concrete footing. Use a minimum 1/2" dia x V long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at B'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2' dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6' above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Covered Roofs shall be assembled and anchored the same manner as a PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and at)oroval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 Of N.Y.S. Residential Construction Code. NAILING SCHEDULE a -- ROOF FRAMING: JOINT DESCRIPTION QTY NAIL NOTES STRUCTURAL PANEL QTY. SPACING WFCM - SBC RAFTER TO V WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOiST V WALL: 3-8d COMMON EACH FACE TO TOP PLATE 1(Y WALL: 4-Sd COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST UPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 3 - Bd COMMON EACH TOE TO RAFTER 2 - Id COMMON END NAiL RIM BOARD 3 -16d COMMON EACH END TO RAFTER 2 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES STRUCTURAL PANEL QTY. SPACING WFCM - SBC TOP PLATE TO WALLBOARD PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: i TOP PLATES AT 6" O.C. FIELD JOINTS FACE INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL STUD TO 60 24" FACE STUD 2 -16d COMMONO.C. END NAIL HEADER TO ATTICS w/ STORAGE 16' O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 13 -16d COMMOIJ PER 2x6 STUD NAiL BOTTOM PLATE TO: 3 - Bd COMMON PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAiL END JOIST OR BLOCKING 3 -16d COMMON FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOiNT DESCRIPTION NAIL NAIL NOTES STRUCTURAL PANEL QTY. SPACING WFCM - SBC JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - Rd COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 - Bd COMMON END NAiL BLOCKING 60 EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: ATTICS w/ STORAGE EACH TOE SiLL OR TOP PUTS 3 -16d COMMON BLOCK NAIL LEDGER STRIP a EACH FACE TO BEAM 3 -16d COMMON JOIST NAIL JOIST ON LEDGER 3 - Bd COMMON PER TOE TO BEAM EXPOSURE CATAGORY JOIST NAIL BAND JOIST 3 -16d COMMON PER END TO JOIST JOIST NAIL BAND JOiST TO: 2 -16d COMMO PER TOE NAIL SiLL OR TOP PLATE 11 FOOT SEE NOTE: 1 ROOF SHEATHING - JOINT DESCRIPTION NAIL NAiL NAIL QTY. SPACING STRUCTURAL PANEL Id AS PER TABLE 3.8 GYPSUM WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE I WALLBOARD =d COMMON 10" O.0 . FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAZI BUILDING USE QTY. SPACING STRUCTURAL id COMMO AS PER TABLE 3.9 PANELS =d COMMON WFCM - SBC 7A 6" OSB 6d COMMON 3" O.G. EDGE PLYWOOD 2006 SDC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD CATEGORY 10' O.0 . FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS id COMMO 6" O.C. EDGE 1" OR LESS (SEE PUNS) 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. if wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced toll -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES WILDING HEIGHT (SEE PUNS) ICESHIELD TOTAL SQ- FT. OF CONSTRUCTION (SEE PUNS) SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE TERMITE 2006 SDC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DESIGN UNDERUYMENT FLOOD FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES CATEGORY (..1= t; EXT. BALCONIES 60 V b C] bO U M DECKS 40 HAZARDS ATTICS w/o STORAGE 10 B ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) - a ROOMS (OTHER THAN SLEEPING) 40 W ROOMS (SLEEPING) 30 W STAIRS 40 GAURDRAILS ANY DIRECTION)200 O EXPOSURE CATAGORY (DESIGNED FOR CAT. C) F LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PGE Z C) NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PUNS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: ZZ SMOKE & CO2DETECTORS) <;i SEE FLOOR PUNS TRUSS DESIGN A - STANDARD STICK FRAME CONSTRUCTION rAQ ENERGY CALCULATIONS I RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES *PERIMETER EDGE ZONE WINTER ICESHIELD INTERIOR ZONE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERUYMENT FLOOD LOAD (MPH) CATEGORY (..1= t; DEPTH �rv^� N U V b C] bO U M TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO 11 YES - a W HEAVY MODERATE W °z ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD AT PANEL EDGES *PERIMETER EDGE ZONE Bd COMMON g 6" O.0 Id COMMON g 6" O.C. SEE NOTES. 1,3 INTERIOR ZONE Id COMMON g 6" O.0 Bd COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) • NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Id COMMON g 4" O.C1 Id COMMON ® 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to ratter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD *EDGE ZONE Ed COMMON g 6"0.0 Rd COMMON 6 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) • NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON ® 6" O.C. Id COMMON g 12" O.C_ SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.2 - FIREDLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Firebiocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as frreblocking in wails constructed using parallel rows of studs or staggered studs_ 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stain shall comply with Section R314.2, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the firebiocking of chimneys and fireplaces, refer to Section Ri001.16. N.Y.S. Residential Code. REVISIONS • 0 ri 1-4 N1 l P. m m a r~ (..1= t; c Z �rv^� N U V b C] bO U M U o: C� F--�I a W F+ W °z O U F A Z C) C ZZ O <;i rAQ re :-�-+o U) U-)7__� a p Mw U DRAWN: IM / MS SCALE: 1/4"=1'-0" JOB ft: A '1 10, 2013 SHEET NUMBER: A- 3