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F gUFFOt,�c Town of Southold 11/28/2016 P.O.Box 1179 an 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38671 Date: 11/28/2016 THIS CERTIFIES that the building DECK Location of Property: 860 Bayview Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/18/2014 pursuant to which Building Permit No. 40888 dated 8/8/2016 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: second floor deck addition with outdoor fireplace and alterations (new doors)to an existing one family dwelling as applied for per ZBA#6829, dated 2/19/1995. The certificate is issued to 860 Bayview Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ot), ed Signature ®la Town of Southold 11/28/2016 P.O.Box 1179 ,4-' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38672 Date: 11/28/2016 THIS CERTIFIES that the building SHED Location of Property: 860 Bayview Dr, East Marion SCTM#: 473889 See/Block/Lot: 37.-5-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/18/2014 pursuant to which Building Permit No. 40888 dated 8/8/2016 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: "as built"accessory shed per ZBA#6829, dated 2/19/2015. The certificate is issued to 860 Bayview Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t 'o ' d Signature o�SU 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) Permit#: 40888 Date: 8/8/2016 Permission is hereby granted to: Johnson, Patricia PO BOX 298 East Marion, NY 119390298 To: legalize "as-built" shed and construct deck addition and alterations (new doors) to existing single-family dwelling as applied for per ZBA, Trustees and DEC. Additional certification may be required. Two Certificate of Occupancies will be required. At premises located at: 860 Bayview Dr, East Marion SCTM # 473889 Sec/Block/Lot# 37.-5-7 Pursuant to application dated 8/18/2014 and approved by the Building Inspector. To expire on 2/7/2018. Fees: AS BUILT-ACCESSORY $286.40 CO -ACCESSORY BUILDING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $351.20 CO -ADDITION TO DWELLING $50.00 Total: $737.60 VUO g Inspector SOUry �o� olo �ycoum 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [Li"'FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: DATE -101 INSPECTOR SOUIy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROH PLBG. FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4W- S S 4v \ DATE 1 INSPECTOR FIELD 71YSPE=9N 1r YORT DAA COIF gs FOUNDA.�'SON(1ST) FOUNDA'T'ION(2N'D) 0, t 0 auY O ROUGH PLUM3LNG 1N5.UT.ATZON•PER N.Y. STATE ENERGY CODB AN na , FINAL C �' • `� � z . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 . .. . 4/)g Survey SoutholdTown.NorthFork.net• PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20lb— Mail to: 2 )Z Disapproved a/c ► p Phone. Expiration ,20 �' 11,7 r� Buil i ns or U LS APPLICATION FOR BUILDING PERMIT AUG 18 2014 Date ©8 l g l¢ , 20 BLDG. DEPT INSTRUCTIONS "' ' UMcompletely 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 amendrnents or other regulations affecting the property have been-enacted in the interim,the Building Inspector may authorize, in'writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architec , e ineer, general contractor, electrician, plumber or builder Name of owner of premises t4 cm M M (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. 'f Plumbers License No. Electricians License No. `� 1 Other Trade's License No. 1. Locat'orlof land-on which nronosed work will be done: House Number U Street flamlet County Tax Map No. 1000 Section 37 Block 4.50 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /it/ G J e!jj I L y 10-OS b. Intended use and occupancy -Co4lt E: DE C'K 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (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 occu ancy, 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 E E v v f' 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 1040 12. Does proposed construction violate any zoning law, ordinance or regulation? YESJ,/NO 13. Will lot be re-graded? YES NOY Will excess fill be removed from premises?YES NO 14. Names of Owner of premises JOF C/, 1Vtf4 Address Phone No. L717G16 Z �¢¢� Name of Architect Q Z Address Phone No Name of Contractor Address 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO–K— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ,��� �w'gi2 being duly sworn, deposes and says that(s)he is the applicant (Name of mdiv>dual signing contract)above named, (S)He is the G' (Contractor,Agent,C porate Cifficer, 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 �5 day of 20 , V .t Notary Public Si re o Applicant CONNIE D. BUNCH Notary Public,State of Nevr York No.01 SU6185050 Qualified in Suffolk County d Commission Ezcpires April 14,? G �r John M. Bredemeyer III, President ®� �/� Michael J. Domino,Vice-President Ate_ Town Hall Annex � 54575 Main Road James F. King, Trustee a .i, t �z' P.O. Box 1179 Dave BergenTrustee ®, Southold, New York 11971-0959 Charles J. Sanders, Trustee ` ", ��e�° Telephone (631) 765-1892 ©(ll r Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8571A Date of Receipt of Application: February 26, 2015 Applicant: 860 Bayview Drive LLC SCTM#:.328- 31-5-7 Project Location: 860 Bayview Drive LLC Date of Resolution/Issuance: March 18, 2015 Date of Expiration: March 18, 2017 Reviewed by: Board of Trustees Project Description: To construct a 390sq.ft. second floor deck with a 3'6" wide staircase and two (2) landings, and an outdoor fireplace; remove existing on- grade patio and construct new 598sq.ft. patio under new deck, Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the project plan prepared by Michael Kimack, received on February 26, 2015, and stamped approved on March 18, 2015, Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required, This isnot a determination from any other agency, John M. Bredemeyer III President, Board of Trustees John M.Bredemeyer III,President S011T Town Hall Annex Michael J.Domino,Vice-President '�� `' s4 � 54375 Route 25 Glenn Goldsmith P.O.Box 1179 Southold,New York 11971 00 A.Nicholas KrupskiJ Telephone(631)765-1892 Charles J.SandersFax(631)765-6641 BOARD"OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1289C Date,Nbvember'21;2016 THIS CERTIFIES that the construction of a 390•sq.'ft: second floor deck with a 3'6" wide staircase and two(2)landings and an outdoor fireplace;remove existing on-grade patio and construct new-598 sq:ft.patio under new deck; At 860'Ba3view Drive,East Marion ' Suffolk County Tax Map#1`000-37-5-7. s Conforms,to the application for a Trustees Permit heretofore filed in this office Dated February 26, 20;15 pursuant towhich Trustees Administrative Permit#8511A Dated March 18,2015,was issued and conforms to all of the requirements and conditions of,the applicable provision"s of law. The project for which this certificate-is being issued'is, for the construction:of a 390 sq ft .second floor deck with a 3'6"wide staircase and two (2) landings and an outdoor fireplace; remove existing on=grade patio and construct new 598 sq. ft. patio under new deck. The certificate is issued to BAYVIEW•DRIVE LLC owner of the aforesaid property. .a Authorized Signature AM si NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: 860 BAYVIEW DRIVE LLC 860 BAYVIEW DRIVE LLC 46 SEA CLIFF AVE 860 BAYVIEW DR(SCTM 1000-37-05-07 SEA CLIFF;NY 11579 EAST MARION,NY 11939 (917) 662-5443 Facility Application Contact: MICHAEL A KIMACK 321 RIVERSIDE DR RIVERHEAD,NY 11901 (631)727-2103 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: East Marion Facility Principal Reference Point: NYTM-E: 723.47 NYTM-N: 4555.45 Latitude: 41°07'10.6" Longitude: 72°20'17.4" Project Location: 860 Bayview Drive - Watercourse - Spring Pond Authorized Activity: Construct an elevated deck with staircase at rear of existing dwelling. Remove and replace existing patio and extend beneath elevated deck. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 6/23/15. (CKW) , Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03500/00002 New Permit Effective Date: 6/23/2015 Expiration Date: 6/23/2020 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:ROGER EVANS, Regional Permit Administrator Address: NYSDEC REGION 1, HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Date 6111.2v //SPage 1 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 Distribution List MICHAEL A KIMACK Habitat-TW CLAIRE K WERNER 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 I. 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. 2. 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. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. 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. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. 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 75 linear feet from the tidal wetland boundary. Page 2 of 6 a Amv NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Straw-Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated-activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. No Changes to Septic System This permit does not authorize any alteration, expansion or - replacement of existing septic systems. 10. Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. The area extending ten linear feet landward of the concrete retaining wall shall be planted with native upland vegetation,including a mixture of shrubs and grasses at appropriate densities. Refer to the Tidal Wetland Native Buffer Planting Guidance or contact the NYSDEC Region One Bureau of Habitat-Tidal Wetlands at 631-444-0295 for more information. 11. 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. 12. 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. 13. 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. Page 3 of 6 A& v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 14. 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 Nathan Taft Corwin III, last revised 4/1/15, stamped NYSDEC approved on'6/23/15. 15. 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. 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. 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. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 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. 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. Page 5 of 6 AM lob"a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -low Facility DEC ID 1-4738-03500 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 parry to the permit. Page 6 of 6 rA��C,�, Federal Emergency Management Agency tiGJ�1� Washington, D.C. 20472 ND July 28,2016 MR.JOSEPH CIAMPA CASE NO.: 16-02-1011 A KENNETH WOYCHUK LAND SURVEYING COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK PLLC COUNTY,NEW YORK 46 SEA CLIFF AVENUE COMMUNITY NO.: 360813 SEA CLIFF,NY 11579 DEAR MR.CIAMPA: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. Sincerely, Luis Rodriguez, P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Federal Emergency Management Agency 4` Washington, D.C. 20472 r�gNp SF.CJ ADDITIONAL INFORMATION REGARDING LETTERS OF MAP AMENDMENT When making determinations on requests for Letters of Map Amendment (LOMAs), the Department of Homeland Security's Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination. In such cases,the community will be informed by letter. Requesters also should be aware that removal of a property (parcel of land or structure)from the Special Flood Hazard Area(SFHA)means FEMA has determined the property is not subject to inundation by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood).This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program(NFIP)map. The effect of a LOMA is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMA is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy. The lender may determine, on its own as a business decision,that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. The LOMA provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMA is not a building permit,nor should it be construed as such. Any development, new construction, or substantial improvement of a property impacted by a LOMA must comply with all applicable State and local criteria and other Federal criteria. If a lender releases a property owner from the flood insurance requirement,and the property owner decides to cancel the policy and seek a refund,the NFIP will refund the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy during the current policy year. The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing his or her policy. The agent or company will then process the refund request. Even though structures are not located in an SFHA,as mentioned above,they could be flooded by a flooding event with a greater magnitude than the base flood. In fact, more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C, X(shaded), or X(unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs. Finally,approximately 90 percent of all federally declared disasters are caused by flooding,and homeowners insurance does not provide financial protection from this flooding. Therefore, FEMA encourages the widest possible coverage under the NFIP. LOMAENC-1 (LOMA Removal) w The NFIP offers two types of flood insurance policies to property owners: the low-cost Preferred Risk Policy (PRP) and the Standard FIood Insurance Policy (SFIP). The PRP is available for 1- to 4-family residential structures located outside the SFHA with little or no loss history. The PRP is available for townhouse/rowhouse-type structures,but is not available for other types of condominium units. The SFIP is available for all other structures. Additional information on the PRP and how a property owner can quality for this type of policy may be obtained by calling the Flood Insurance Information Hotline,toll free,at 1-800- 427-4661. Before making a final decision about flood insurance coverage, FEMA strongly encourages property owners to discuss their individual flood risk situations and insurance needs with an insurance agent or company. FEMA has established "Grandfather" rules to benefit flood insurance policyholders who have maintained continuous coverage.Property owners may wish to note also that,if they live outside but on the fringe of the SFHA shown on an effective NFIP map and the map is revised to expand the SFHA to include their structure(s), their flood insurance policy rates will not increase as long as the coverage for the affected structure(s) has been continuous. Property owners would continue to receive the lower insurance policy rates. LOMAs are based on minimum criteria established by the NFIP. State, county,and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA.If a State,county,or community has adopted more restrictive and comprehensive floodplain management criteria,these criteria take precedence over the minimum Federal criteria. In accordance with regulations adopted by the community when it made application to join the NFIP,letters issued to amend an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore,FEMA sends copies of all such letters to the affected community's official map repository. When a restudy is undertaken,or when a sufficient number of revisions or amendments occur on particular map panels, FEMA initiates the printing and distribution process for the affected panels. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. In such cases, FEMA attempts to reflect the results of the LOMA on the new map panel. If the results of particular LOMAs cannot be reflected on the new map panel because of scale limitations,FEMA notifies the community in writing and revalidates the LOMAs in that letter.LOMAs revalidated in this way usually will become effective 1 day after the effective date of the revised map. Page 1 of 2 Date: July 28,2016 Case No.:16-02-1011A LOMA Federal Emergency Management Agency � Washington,D.C.20472 £�Axo SES°o- LETTER OF MAPAMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A,portion of Lots 21,22 and 24, Gardiner's Bay Estates, Section 2, as COUNTY,NEW YORK shown on the Plat recorded as File No.275,in the Office of the County Clerk, Suffolk County, New York COMMUNITY The portion of property is more particularly described by the following metes and bounds: COMMUNITY NO.:360813 AFFECTED NUMBER:36103C0177H, MAP PANEL DATE:9/2512009 FLOODING SOURCE:GARDINEI2S BAY;LONG ISLAND PPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.119751,-72.338127 SOUND;SPRING POND OURCE OF LAT&LONG:LOMA LOGIC DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) 21-22 42 Gardiner's Bay 860 Bayview Drive Portion of X 6.0 feet 6.0 feet &24 Estates Property (shaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any qiven year(base flood) ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) islare not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood) This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration Page 2 of 2 Date: July 28,2016 Case No.: 16-02-1011A LOMA Federal Emergency Management Agency Washington,D.C.20472 AND St LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCING at the intersection of the southerly side of Bay View Drive and the westerly side of Knoll Circle; thence South 32 degreed 33-minutes 21 seconds East along the westerly side of Knoll Circle, 146.61 feet to point;thence continuing along the westerly side of Knoll Circle along the arc of a curve to the right having a radius of 20.00 feet and alength of 31.45 feet to a point;thence continuing along the westerly side of Knoll Circle along the arc of a curve to the left having a radius of 50.00 feet and a length of 52.47 feet to a_point where the same is intersected by the division line between lots 24 and 25 as shown on above said map;thence South 29 degrees 58 minutes 11 seconds West along the division line of Lots 24 and 25 as shown on above map,' 90.17 feet to a point;thence North 16 degrees 28 minutes 22 seconds West through Lot 24 as shown on above said map,22.38 feet to the true POINT OF BEGINNING;thence North 76 degrees 17 minutes 39 seconds West, 13.35 feet to a point;thence South 70 degrees 50 minutes 15 seconds West, 8.75 feet to a point;thence South 71 degrees 10 minutes, 10 seconds West, 12.95 feet to a point;thence North 81 degrees 40 minutes19 seconds West, 12.92 feet to a point; thence North 69 degrees 43 minutes 07 seconds West,26.83 feet to a point;thence North,57 degrees,47 minutes 36 seconds West, 14.37 feet to a point;thence North 46 degrees 27 minutes 21 seconds West, 30.93 feet to a point;thence North 47 degrees 28 minutes 55 seconds East, 19.80 feet to a point;thence South 88 degrees 50 minutes 56 seconds.East, 11.66 feet to a point;thence-South 50 degrees 27 minutes 07 seconds East,25.63 feet to a point;thence South 66 degrees 55 minutes 43 seconds East, 15.77 feet to a point;thence South 75 degrees 29 minutes 25 seconds East,23.81 feet to a point;thence South 63 degrees 03 minutes 11 seconds East, 16.21 feet to a point;thence South 30 degrees 25 minutes 11 seconds East, 15.75 feet to a point or place of BEGINNING PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,LOMC Clearinghouse,847 South Pickett Street,Alexandria,VA 22304-4605. Luis Rodriguez,P.E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration FORM NO. 3 NOTICE OF DISAPPROVAL Date: September 3, 2014 TO: Mark Schwartz for P. Johnson(Ciampa) 28495 Main Road Cutchogue, NY 11935 Please take notice that your application dated August 18, 2014 For permit to construct new decking Location of property: 860 Bayview Dr., E. Marion, NY County Tax Map No. 1000- Section 37 Block 5 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed deck construction in the R40 District, is not permitted pursuant to Article XXII, section 280-116 (B),which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The survey shows a setback of 57.1' from the bulkhead. Az-�� �zA-,- A thorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL Date: September 3, 2014 Updated: December 15, 2014 TO: Michael Kimack for 860 Bayview Dr. LLC 28495 Main Road Cutchogue, NY 11935 Please take notice that your application dated August 18, 2014 For permit to construct new decking Location of property: 860 Bayview Dr., E. Marion, NY County Tax Map No. 1000- Section 37 Block 5 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed deck construction in the R40 District, is not permitted pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The survey shows a setback of 57.1' from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: Me,Z.B.A. ,? r� BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ®E SU(/�/Y 53095 Main Road•P.O.Box 1179 � p h0 l® Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOUNNI Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ll U TOWN OF SOUTHOLD �� l Tel.(631)765-1809•Fax(631)765-9064 �i FEB 2 4 2015 FINDINGS DELIBERATIONS AND DETERMINAT ON st.DG DEPT MEETING OF FEBRUARY 19,2015 TOt1dw oE-SOUTHOLD ZBA FILE# 6829 NAME OF APPLICANT: 860 Bayview Drive,LLC PROPERTY LOCATION: 860 Bayview Drive(adj.to Spring Pond)East Marion,NY. SCTM#1000-37-5-7 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 H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 6, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 23, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. The LWRP Coordinator stated "additions to an existing building which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area.The proposed elevated deck is a minor action and the parcel is not located within the coastal erosion hazard area". PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 30,099 square foot waterfront parcel located in an R-40 zone. The parcel is an oddly shaped parcel with 64.71 feet bordering Spring Pond. The parcel then runs 116.36 feet on the West Side, then it bends North West and runs 42.00 feet where is meets up with Bayview Drive. The parcel runs 37.98 feet along Bayview Drive. The parcel then runs 221.44 feet on the North Side, 10.00 feet along Knoll Circle, 90.00 feet on the southern property line, and approximately 170.00 feet along the eastern property line. The property is improved with a 1 %2 story frame house with attached garage. There is also an accessory plastic shed, wood dock and floating dock. All is shown on a,survey by Nathan Taft Corwin III L.L.S. dated October 13, 2004 and last updated January 12,2015. BASIS OF APPLICATION: Request a Variance from Article XXII, Section 280-116B and the building inspector's September 3, 2014, updated December 15, 2014 Notice of Disapproval based on an application for building permit to construct a deck at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a second floor deck at a bulkhead setback of+/-57.1 feet where the code requires a bulkhead setback of 75 feet. C/ Page 2 of 3—February 19,2015 ZBA#6829—860 Bayview drive,LLC SCTM#1000-37-5-7 ADDITIONAL INFORMATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant's agent proposed to shorten the depth of the deck to 14 feet from the proposed 16 feet. This will increase the bulkhead setback to +/- 59 feet thereby bringing the plan into more conformity with the code. Also during the hearing, the applicant's agent was asked about a pipe sticking out from the applicant's bulkhead. The agent submitted a letter dated February 5, 2015, stating that the pipe is a drainage pipe owned by the Bayview Homeowner's association and is used for road drainage. The agent further stated that the homeowner's association is working with Southold Town to address the issue. Additionally, the Board asked about the applicant' accessory shed which is partially on the adjoining property. In the same letter, the agent stated the owner will relocate the subject shed to a conforming location entirely on his own property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of non-conforming lots with single-family homes. The second floor deck is being built on the water side of the property so that it is least visible from the neighbor's property. Several homes in the neighborhood have nonconforming bulkhead setbacks. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling is setback 75 feet from the bulkhead. Any additions on the waterside of the dwelling will require variance relief. Moreover, due to the property's odd shape the applicant would need a variance to build a deck of this size in almost every location. 3. Town Law V67-WAW). The variance granted herein is mathematically substantial, representing 21.2% relief from the code.However,the proposed deck is a second story structure over a covered patio. Several homes in the area have nonconforming bulkhead setbacks and the proposed deck will not be visible to adjoining neighbors or from the road. 4. Town Law &267-b(3)( M) 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an open air deck 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to DENY, as applied for, and GRANT ALTERNATIVE RELIEF, for a second story deck 14'X27' with a bulkhead setback of+/- 59 feet. Subject to the following condition; Page 3 of 3—February 19,2015 ZBA46829—860 Bayview drive,LLC SCTM41000-37-5-7 CONDITION: 1) The deck shall remain open to the sky and may not be covered. 2) The applicant/owner will relocate the shed shown on the survey in the northeast corner of the property to a conforming location entirely on his own property. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the site plan, survey, and architectural drawings, showing a 14 foot wide deck with a bulkhead setback of+/--59.1 feet conforming to the relief as amended granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Horning,Dantes. (Absent was:Member Goehringer) This Resolution was duly adoptedP�'� I (4-0). tW Leslie Kanes Weisman, Chairperson Approved for filing / I /2015 Nunemaker, Amanda From: Mark K. Schwartz <mksarchitect@optonline.net> Sent: Friday, October 09, 2015 2:41 PM To: Nunemaker, Amanda Subject: ciampa - house is under the words area of minimal flood hazard: ' % k 4� �k �PANEL r,,,aREA_ �F nllN�in4AL FL• •C1 HA,��'•D f � ��� 36103C0177H �-� ,• . �, , eff. 9!"25!• 009 . r r IF L r77, Ly L 1 Michael Hand Mark Schwartz,Architect P.O.Box 933 28495 Main Road Cutchogue,NY 11935 Office Ph. (631)734-4185 Office fax(631)734-2110 1 i. pF SO!/r�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHO 0'1 November 16, 2016 860 Bayview Drive LLC -- --4 Sea_etiff Avenue Sea Cliff, New York 11579 RE: 860 Bayview Drive, East Marion TO WHOM IT MAY CONCERN: -\c�—t-- Qo A) The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) >e--�Ustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: ��� TO - WN OF SOUTHOLD PROPERTY RECORD CARD _ r, OWNER STREET VILLAGE DIST. SUB. t,-'' LOTS''" n�1V1s0�'l A� r 9 � F 7`�� FORMER OWNER N E ACR. W TYPE OF BUILDING 1 l i t /fi ! RES. J II p SEAS. VL. FARM / COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ," A ��(n5 ', c7lo 7 /N_// r�.5o �a�5 Urn ct ne to d R,ue,!P1440- 0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value ; Acre i Tillable ] Tillable 2 Tillable 3 Woodland �. i { Swampland FRONTAGE ON WATER / �= S _ 2; Brushland FRONTAGE ON ROAD House Plot DEPTH •, ;,� _ BULKHEAD Tota l DOCK I MISS g-h; � r „51..>',+�.f: til.1 • ,.* aMOON {.91r,F rw :ter .r r, • • ■ENE■E 1 ■� ENONE ■■■■■E � ■�■e� NNW�7E■NNE ~- ■O■NEN�� IEI�'EE�iiiE�■■■ENENONE■ �,: ��� -- _ - . NOON■ \�I■��■ ,, No ■NESE■i►�onNEON r r ■rMOON OON■■EO■NONE ■ ELM No NONE a _---- - ■eNNNN EEE■EeE■ENE■NOOE■ MEN fiEe■MEN NNN■NEN rNNeNN■ ■ENNENDinette EeNEEONNNOONN .. 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HEMPEL ° W ` ��'�°' SCALE 1 "=20' W CN °0, _LOT°T 19 `�� FOCTOBER 13, 2004 ° O 0 ed Ln LOT 20 FE�c�' ° � AUGUST 10, 2006 FOUNDATION LOCATION �'� OCTOBER 18, 2007 FINAL SURVEY N � SSR ° O o ° N 88°53'39" E FENCE 131 .44' e ° d ° e DECEMBER 27, 2007 REVISED NOTES a d Z FOUND 1.1'N. O ° CONC. MON. �3 ° FOUND NAIL FOUND Orr 0.6'W. CONC. MON. L ° ° TOTAL AREA = 30,098.60 sq. ft. ,,—WATER METER d ° METER ° (TO TIE LINE) 0.691 CIG. ° z d CESSPOOLS AFG�a n W a V DRAIIJ--.�e ° PROPANE w w 36 SEPTIC 9� / L t TANK VALVE " l o TANK y O i ° d W . o � \\ NOTES: STONE WALL, o z 48 PLAT N�� Wa ti° 3 'o / W' \\ 1 . LOT NUMBERS SHOWN THUS: LOT 24 REFER TO & STEPS o w U`. 4 O v1 p , d ` STONf LAMP I (3) AIR GOND, O\ ° ` 'p MAP OF GARDINER S BAY ESTATES, ECTION TWO yq(( POST UNITS 01� ° . •� p.. FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ❑ °° 0s / S� ON SEPTEMBER 23, 1927 AS FILE No. 275 ° STONE � e ° PORCH 1� 39.6' WALL d ° ° 1V` 0.6 S. ��2'° °° e d 23.5' / WOOD ° ° e d ° vi � ��• CL ° c 8 (p GR q CO DRAIN S� ° DRAIN d ° qVF( OR MON ° e d e ° ° �° ° a zo vi U 0- D ,HO STORY FRAME 9.3' 1� ° GRAVEL DRIVEWAY° ° 6- . �Fway a ° d d o n i FFL.EL& GARAGE ° ° 4 00�s ° ° U G.FL. EL EV. 77.0 7. ° 00 ,,° �� ° 46 BASEMENT FL. ELEV. d B.0 o z LO ,4 Z U ° ° d O O � �U 53.8' Q i35.0 � 1st STORY 2' OUT - LJ ,.� Wl STONE ,-p J r^ ?'r1C��� 4�` �E LLO� PATIO f ° W, Die we f o I 1 I p d° do z 2 7' Z KeMovE ex, p'fT1 � - 4 1 J U L 2 0 2011511N60I S514owd O C11, °4� Q I 1 - �°° � '� � I � I �� �� 10 von I o� r 151 9 CK- ,/�. m i 7�-!1f 5-"W v Q- I I IIl—DRAIN —PDE \� Vv !/oL/ —f7®W FO 5 E I I PIPE I I v \� i UNAUTHORIZED ALTERATION OR ADDITION CONC. RETAINING WALLv=w �(�� r�^S R TO SECTION 7209E TSTA VIOLATION NEW O STATE Y p� m �v'4� EDUCATION LAW. TIN� Q 0 8C ._".'• COPIES OF THIS SURVEY MAP NOT BEARING S Eft SOIt.ys- i("� THE LAND SURVEYOR'S INKED SEAL OR � Tip '� n,., �^Y C9 EMBOSSED SEAL SHALL NOT BE CONSIDERED f . _ N q,,,„, BE A VALID TRUE COPY. r)vA µa Oa o° "t�f CERTIFICATIONS''� L RUN ONLTED HEREON SL Y TO THHEPERSONFOR WHOM THE SURVEY moo o J Vro, IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 33 ° o 00 +c«' :° LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. WOOD 54 � . RAMP v-3�� n� V THE EXISTENCE OF RIGHTS OF WAY Z AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. C)ro (�, $ V-00 O ° 0Z o PREPARED IN ACCORDANCE WITH THE MINIMUM 4 UA STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin 000 � J BY THE L.I.A.L.S. AND APPROVED AND ADOPTED III FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor �� 7r—�, 7� T T� � ��� Title Surveys — Subdivisions — Site Plans — Construction Layout JLIf qty�lLl 1\\�Vl PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Rocnoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 24--32'7C BAYWIEV DRIVE SURVEY OF PROPERTY SITUATED AT "IP 9��y� a d EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o� J, S.C. TAX No . 1000-37 -05-07 _ MPEG pCATE PLRS1/G SMcrO - O f� � p RAZ �°. �a o� S.C. TAX No. 11 000-37-05- 10 e � SCALE 1 =20 W N/o/F �A �P`` E�� " °`,�; OCTOBER 13, 2004 w WILLIAM G. HEMPEL, JR. \ �' Se` °r a & EDNA A. HEMPEL fn AUGUST 10, 2006 FOUNDATION LOCATION :� OCTOBER 18,' 2007 FINAL SURVEY 6 �- e LpT DECEMBER 27, 2007 REVISED NOTES o cV GO a w o DECEMBER 10, 2014 UPDATE SURVEY AND ADD PROP. DECK LOT 20 ��c ° e d 0 � �P\�E a �� JANUARY 12, 2015 REVISE ' PER NYSDEC LETTER 12/30/2014 N M t�. 0 131 .44 9 9°�` ��yo °d a ° N 88053'399' E FENCE rT� 23 ° d Z FOUND FU C' � OT TOTAL AREA = 30,099 sq. CONC. MON. a 0.6 D N CONC,PM,ON �Z�"p L - awATE I I S / � (TO TIE LINE) 0.691 ac. er -METER d e '� 'aT•O LIN Z a $ ° CESSPOOLS !r N O 1 DRAIN PROPANE SEPTIC / a 4 TANK VALVE H I� TANKy W a NOTES: / Z U p ,Oo / �� �� 1 . LOT NUMBERS SHOWN THUS: LOT 24 REFER TO �. STONE WALL, o o Q z N - • � & STEPS N�3 MAP OF GARDINER S BAY ESTATES, ECTION TWO o cQq/ SroNF LAMP N (3) AIR COND. tfj / IN THE ° d ° �q< PMP UNITs o � ° ,SOO1 ONESEPTEMBERF 23E 10927 HAS CLERK NoFSUFFOLK 75 FOLK COUNTY a ' OPLS < ❑ ,Gp O / , �i STONE S / e a PO q} PORCH ? 39.6' !O / 00V` WALL4 23.5' a d 0.6'S. ° 000 �, ycs vZ 4 A!oGZO a d z w a O=G. C R0�°FL_N CO/V S �� r DRAIN z 9.3. c�/I' R t E a = 1-112 STORY A e 61>-TAoRt ens e� MDQ �c Q HOUSE & GARAGE sE ��3 0 , FwgYi P� v EL ;9 0 CERTIFIED TO: 42.00 0 G.FL.', BASEMENr FL ELEV. .19.00 0 z JOSEPH G. CIAMPA C6 2 LO 00 1st STORY2' OUT 53.8' o c e cE, 26' f� O Z AN J 1' �4W p& LtXP�NALO J� e da APPROVAL OF STOR MWATER MANAGEMENT Fys� 0,4 /�T/ PROPOSED RE �'�ycV1,i7.E0Q£�,�• 9� ELEVATED L1ry�N9G Mh Ftin� DEGK o ni G ��QUI� CONTROL PLAN -T >R Cod C ter 236 r A�. Date: 1 PROPOSED Q (� .�d `. • . q SILT FE 0 NGEl ApproYed by: '::.• C ; O a I r I o 'P'QpPtLW-0STgIRC. Z EROSION &SEDIMENT CONTROLS, O ❑ � I• � _� � oo u o z N O o o O Uj 4� Shall include but not be Limited to:El ell , .�� t-��� 'Si. U� G� $ l d �. Ass0 o a v� ❑ J �,� �� A veli maintained Construction Entrance, 7 Q Wire Backed 5 B Silt Fencing,stabilization& . 3 Q MMU) Seedi P��� rn�� �. 'CRNG�k YJRAe `^ i ng of exposed and/or inactive sails. Bldg Dept copy from ZBA ❑ � I Final reviewed documents ULTiA fl►� t' CoN�.1�G'(cb�l �Co L,�, OZBA File r/ x Date `/01 / oZG J + 7 f� ❑ �' ti DPAINAGE INSPECTIONS ARE REQUIRED o ACV- I�•-o PEElN I y� \p�� Contact TOS Engineering at 765-1560 before W w 4 Backfill,OR Provide Engineer's CertificationLO ❑ LANDWARD LIMIT OF 71DAL v3. m w `� that the drainaCe has been instalted to Code. PREPARED IN ACCORDANCE WITH THE MINIMUM WETC. OF ALONG �a o RECEIVE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o AL N AL G 2 ,.. J J LP N P1 0 AL AL CONC. RETAINING WgLL 4 0. o �� BY THE L.LA.L.S. AND APPROVED AND ADOPTED G FOR SUCH USE BY TH Y YORK STATE LAND 3`3ZN Nol��l .Ic c �{ TITLE ASSOCIATI o o C'. FEi OF MeAL i,�O o Z, BC���k t >�� �P��ILS � ' TC 0 AL h � `? C � ��• °��� WOOD � � t'' G , t•"4'r'� �� A g° RAMP .O C.)A CAW N.Y.S. Lic. No. 50467 f� o CP' �. O Di � Oe 0o J W ■ x ` (5), UNAUTHORIZED ALTERATION ADDITION Nathan I�Q}h an T o f t Corwin or 'n III � � V.1 TO THIS SURVEY IS A VIOLATION OF ` V i � o 0 SECTION 7209 OF THE NEW YORK STATE 00 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor Z THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. SPT---N �y � T �� L PREPARED, AND ON HIS BEHALF THE P�� 1\ TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout D LENDING INSTITUTION LISTED HEREON,, AND TO THC ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. p 4— BA JL UV IEV DRIVI Foci SURVEY OF PROPERTY SITUATED AT EAST MARIONa TOWN OF SOUTHOLD <11 titin 0 �� ° 0 SUFFOLK COUNTY, NEW YORK �Iolp1gp�g°$til 1$ C,o �0. sus ` s ° S.C. TAX No . 1000-37-05-07 a S.C. TAX No . 1000-37-05- 10 SCALE 1 — "-20' w WILLIAM G. H MPEL, JR. SQ��RPS 9�o OCTOBER 13, 2004 °- & EDNA A. HEMPEL � \ a o `D � AUGUST 10, 2006 FOUNDATION LOCATION N o0o T OCTOBER 18, 2007 FINAL SURVEY 0) L as 6' DECEMBER 27, 2007 REVISED NOTES LOT � O < DECEMBER 10, 2014 UPDATE SURVEY AND ADD PROP. DECK 20 � ��NOE �<�0 ��� ° JANUARY 12, 2015 REVISE PER NYSDEC LETTER 12/30/2014 ° O � �� 1 1 .44' QOS� sN�°+���<���� °a APRIL 1 , 2015 REVISE PROPOSED DECK & SHED RELOCATION N 8 8°5 3 3 9 E FENCE �' 0 a 4 Z FOUND 1.1'N. P�, CONC. MON. FOUND IL CONC. MO Nk s��G a D.6'W. o LO < ° TOTAL AREA = 30,099 sq. ft. — ER METER PROPOSEDILO A ION �SutiFo / (TO TIE LINE) 0.691 ac. ° O SHRED 10' a y z n a ' CESSPOOLS `e 14.5 J w t, P C _ w DRAIN PROPANE w S D ,' / a r_ TANK VALVE� u Iu SEPTIC of � CERTIFIED T 0: T y{ O TANK JOSEPH G. CIAMPA y6 / o d '� w f I / L c \ ^^ STONE WALL, Z O PLAVo T V) C& STEPS / / w � O CQ9LAMP ) I 001 ° •0 a (3) AIR CON, 0 .0 (4 POST UNITS 00 . �N sro o° o t ° PORCH ro 39.6' S! p DD / w \ a d 0 a a .6S. ti l 23. 5' V' s. ��02 wp ,,1 %71_ NOTES: 0 0, R ,�,, `�S` '� ' y Z W ���ti �i 1 . LOT NUMBERS SHOWN THUS: LOT 24 REFER TO e U p�qL py'OF�. l1CONC SE <oo DRAIN z AFO d e ° 'V A�E� ° esy` MpN a W 1-1/2 STORY FRAME 93 MAP OF GARDINER S BAY ESTATES, SECTION TWO 6,e R, F ` ,. �;�, HOUSE 3• FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ° 30'� `� " GFt, ELS GARAGE �'� O ° ON SEPTEMBER 23, 1927 AS FILE No. 275 O ° 2 BASEMENT FLEV ''-9 b 2. FLOOD ZONE INFORMATION TAKEN FROM: og FLOOD INSURANCE RATE MAP No. 36103CO177 H z C3 II �o ` jr- 1st S70RY0 sti pFL 0:)20: ° a ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2' O ( UT53.8' �, LONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. CIA °� ad FEN AGE tt 'STONEI', 9��_ LL 1 271 .5 PATIO �� A� a r' n 26 I PROPOSED X20 d a oJ�o \ ELEVATED S AIR OR ED y ` a -7 ° G� � l I DECK �`SE EXISTIN Uj �y r ��� l ` ❑ REMOVED TONE PATIO TO 8 M n� T a ll PROPOSED I PATIO DED ON GRA LACED NTH A- -7 • n� l ; ` SILT FENCE ❑ ZO/V ENTIRE ELEvAEND UNDER STONE O I o 20N k TED DECK ` y� �Cp , I 0 ❑z o� 6 00 �` of �Nq�0vP N ❑ Y ryI �� b ❑ 3 ^ 1 � N .000 On O v vv �l N°� I D El J RAIN PIPE Ej ❑ LANDD WETLAND BOUNIT OF' TIDAL =c"3 PREPARED IN ACCORDANCE WITH THE MINIMUM LL 3� P�0 6R y CONC. RETAINIALONG NG 0° o STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ylPp°a J� � AL WA4 ���Q 33 �A N°1SIZ/ �` o BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 2pW PPP °N 101 � ^� TITRE ASSOCIASUCH E BY THE BY THE STATE LAND 00 Op o ,JL ``N1 O O � �' ' e AL CO WOOD WOOD F A; `'8'#`' s�• RAMP o S 0 D o J�j L1 o� Q, �:1y N.Y.S. Lic. No. 50467 o W 01 -1b "Q L'I UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii p0 Q J TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE oon EDUCATION LAW. Land Surveyor Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 7/� 7/�� T T ��� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. J[1�--�J[ll-�� 1\\�/� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-230B I� ! REVISIONS: v 's / 1 � EXTmd.G 0 - -- - cl o - J - r J r ` ` c t J �� r 1 �� J C t `♦ tv l - �_' ! � `J JJ ��� 1 J J � � r 1J J _ �' �• r`� C l - �. C �• '�� <'"• C r,,..� tv � 0. �� w r \ ( i< `,) r =r _ `,J • 1 J \I/, \ r �, \ r ( ,l�! , �` r \ '( ,l�' '( ,\ r a .o y x -' ��-'-; �� `Jr`^ �•i i �� `ter`^ moi_^�( �� �� - �;� 1 ,L) -1 ��) ` '1 ��> PiaTO 771 ASCIVE DPA c r / ` c rr•i-�t-i •� LJr� "�=�i t� ��r� - r.�_�.-i �-� aeaDnovm = J r r r is,If25. _ _ _ c .� t.. l _i `! ! ` ,fit- l - ` C ' � !- 1 -- � ---� 1�•__ � - �- J-.- ���•_ � � J, Ur r l - r r .♦ _ r r .� r M ! y� � ! J C• �' � C J t -� -- ----------- -- d - -- —= -ti- ---- - _ 27'd 1, 3'-6 3'-g" 23'-7 U E PROJECT NORTH FOUNDATION PLAN A SCALE: 1/8"= 1' 0 w 0.4 wow P4 u u �--a NEW DOOR (REPLACE 3 VANDOWS) sMom A 3z PROPOSED DKK - -- - C� 0W 00 -------------- MM ---=--=- 00 ?11-0 3'-6' �, DRAWN: NM MS SCALE: 1/4"=1'-0' JOB N: E PROJECT NORTH 1ST. FLOOR PLAN JaD"ary29,2015 SCALE: 1/8"= 1' SHEET NUMBER: A-3 t5,jYv tO Ij ®62 �}NJrJ4 E,� t47- EXISTING 0 5/4'DECKING 2X10 ACQ p1610C o BL UP AT CANTILEVE k ML a(3)2X8 ACQ w/(2jJ/ "STEEL GIRDER(ALT.:W6X20 BEAM) -— -- a� °• 6X6 ANGLED POST SUPPORT (TYPICAL) I 4b L f 00 p 6X6 ACQ POST ti ( O BOXED IN) 1 Q;. 12"dia. ° CONC. ° ° PIER P ., MDV 1� oa , to A o M24"X24"X12" g �— '�' D CONC.FTG. Fg DAot &A6 �+1/V DD Pc/e44'7-('-rfr-77 VA.) Vtf-m 0/) SEP 2 9 2016 ' r CROSS SECTION BTjMDDTG DEPT. SCALE: 1/4" = 1' OWN 3x E;OUTHOLD ^ C) REVISIONS: rb 6L 4 fig 0 0 N N 88°53'39" 131,44' M �o tt a r w EBEREGSHEb /ry ] 4 a.a - TO BE RELOCATED �• •� tiat`• / O(/►�1�}I� 4 �=.�rJE', /S Vl n .� q v m o o D G INV 6rq �3op° �4200, EXISTING HOUSE W O i II'�Til x R o, y i'c rynj m u}} h � W 13'5"W 25.77' A Az S 82° 83°52'20"W 11.9'ass°l�,s Q PQ �. .� n i 2'98' �� r'].. tyT •� P� 00 W J wi OCT / 2015 i00 ` DRAWN MH/MS SITE PLAN SCALh 1.4"=P-0"^A ��i a JOA N •�/ �+ `� Octahar 06,2015 F, SHEET NUMBER -SCALE: 1" = 30'-0' S-1 REVISIONS: ®.�gp 4 i FF 0 04 ml N 04 m cn 0 fi 2X6,3/4"SHTG.PLATFORM i i i i 'Zi w/10"dia.CONC.PIERS, i STRAPPED,N BELOW GRADE I 1 1 1 1 1 1 I 3 I 1 1 1 1 1 1 I a 1 1 I 1 1 I 1 I SI®E ELEVATION -- FRONT ELEVATION SCALE: 1/4" = V SCALE: 1/4" = V A w z x � o 0 00 00 r � � � w A10 oz O L r 141-8" ol cv 0000 FLOOR PLAN o DRAWN MH/MS SCALE: 1/4" = V SCAMP•'1 /4"=1'-0" OUaba 06,2015 1y SHEET NUMBER 1 A-1 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE AR STORM WATER INIAGEMENT D SIGNIFICANT RISK FOBASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION NoToSs WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. GUTTERS DOWNSPOUTS DRAIN PIPE THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4" SLOPE GPM DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER (IN) SQ. FT. GPM DIAMETER CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 96 FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 6 1920 2720 4 6920 288 6 10700 444 I 15100 628 FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER - STANDARD 5" BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTES: DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1). EXECUTION: TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2). PREPARATION: AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE METALS WITH PROTECTIVE BACKING PAINT. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 3. INSTALLATION: DRAINAGE AREA STABILIZED. A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 1). GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2" FOR EVERY 40' OF RUN. STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a). COPPER/ LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT ACCESSORIES. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT IS COMPLETED AND THE DRAINAGE AREA STABILIZED. CONNECTORS. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. CONNECTION WATERTIGHT. PRETREATMENT: DRY WELLS TO BE 10' MIN. 4). PROTECTION: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF �_ B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND 0 COMPLETION. ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS (EQUIPPED WITH e 00 0 CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER ® 0 0 PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. Ar i2 3 p rN4 I REVISIONS: KING STUDS IE CRIPPLE STUD HEADER JACK STUDS 1 1 1 1 , 1 LOCATION USP NUMBER DESCRIPTION APPLICATION 1 ALL OPENINGS LSTA12 1-1/4"x12" 20g°. STRAPI APPLY TO EACH JACK STUD j ALL OPENIAGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 1 1 1 EXISTING 1 1 1 1 z 3'-0" EXISTING H6USE r CANTILEVER - _ - - +---�-+, I ---I•-'--__,I� J '� �'•-�'"� � � I ) 1 \ •-_ - .(�� i_�_j.1 � f � ( `,... ---_ � v I J .. �_ , 'J 1 � f 1 a/ Cn 6X6 COLUMN(BOXED IN) 1 + - ^ a (/G -w/12"dia.CONC.PIER AND i O O L.. I {.-_ 1 1 1 24"X24"X12"CONC.FTG.,, \"i- S,i4"DECKING I r7 •-- -^. �-.-- r `-- -_' (f1 ).*-- @t6"OC• Ic -1_,1 1 f i f r n GLi 2X10 ACQ @16"OCfla .�_.._--._ __._. ,. ,` .- ( --+ �, -�� 3'BELOW GRADE P. - Or 4( BL UP ATCANTILEVE _ ______ J --'-------- ------_._-ce --_.--_.._ _..._.,-._._-_ �- -_ _ -.._...Y_...- _.._ __....-__..... ..---...____,. r' _____.._ �.___�_--- ^^ - I,, J I ui J w 1 w 1 1 N _J _ 1 ( J 1 11 f W d C) a (3)2X8 ACQ w/(2)1/2','STEL IRDER(ALT.:W6X20 BEAM) I °C .,, °� �� -- T _ • �:._.:. �i : I•`'. -� w �f w J __ w uj • � ._S �` DBL J _. g - g �.., •�----- -._ ..._ _...__--- ..- O W.T 2X CQD �. -_..f. _�6;F b `o- W _.� > o- wl I l I0 A > a -� j ° 6X6 ANGLED l_. , @161"OC _j M w m� ( 1 W \ POST SUPPORT F_:.__ I bBL. 2X10 LA' w w w 1 EDGE OF i Lw Lu S w awl- - - ( ) I r •, ''� I } O CANTILEVER _ -- �„ w 1 --- _ ti __ --- ' _.. 1 1 Q: (TYPICAL) �_�.I i I ACQ D1 -� L.. -- ' ! I @]6"OC `� o o l I `r� o 1 �� of._._1_._._- ? 1 j j -� ( w-.. i \ J Y_.�._� < -- ---- ( i ` j EX.26'X15' ^� �+ _... I d i __ I cv I N 1 ) I X \j IX ) �) `' t I ` '' PATIO TO w `\. _ 00 r _ N X __...... - X I y 1, v I I '� 1 I, `\ __..__-_..�.-..---._.. I , .� --- - ' - - _ 'u� _. - -- _ , - -- BE REMOVED I O Q 6X6 ACQ POST - rl a a� a a 1 - -- - -- ,♦ (T ) --�.v__._..__._. - _ �� DECK ABOVE 2X10 ACQ DJ 16"OC- I ¢ 15r 10.0t (TO - f ¢ � P,ATIO____ � r ¢ ,• ¢ _ W X .� N 2X10 ACQ DJ - -@ _- -------_ --�_l_..., 1 J 6"OC - ----EXPAND PATIO ON G DE ' eq •D. 12"dia. '+o f ... �s D D CONC- D Q •-- --�6X6 COLUMN(BOXED IN)_ •i_ _t "1 _ _ -r--- - , -1 _ --+�_ --+ WP I 1. _�, „ -- v I_I •� `` �' , - -- ,� ' r / 1 PIER �� 1 -- ----- ----- -- w/12"dia.COINC.PIER AND -- .♦ _1, #24"X24"X12"CONC.FTG. .) 1 I I ) _. 1 I `` �- - • - • - ---"---- -i 3'BELOW GRIADE(TYP.) .,J o v v _j 'd 'O • 'Q • 1 a • ' a a ' o• _ _ _ _ —_ --' -- -- `'-- -- -- --+ LANDING: 24"X24"X]2" wX 1 POST EACH DNC. CORNER CONC. FTG. 3'-6" 7'-8" 7'-8" 7'-8" BELOW GRADE,(2)2XB ACQ GIRDER.2X8 ACQ @16"OC n CROSS SECTION 27'-0" 1. 3'-6" 26'-01,2" SCALE: 1/4" = 1' N •�+ W E PROJECT NORTH FOUNDATION PLAN 1--� S SCALE: 1/4" = 1' •� d ,f y o W 00 r PATIO AREA:897.7 SO.FT. AT 100%WATER RUNOFF:150 CU.FT. f / PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS 00 DRYWELLS CAPACITY:169 CU.FT. O (fJ INSTALL CATCH BASINS ( AS REQUIRED m G C) t EXISTING ONCU u t • DRY WELLS TO BE 10'MIN, O X o AWAY FROM HOUSE w � � REMOVE EX.WINDOWS WITH DOORS(VIF) v oc Lo a e 00 \ FWG'5068L FWG8068L FWG506SR p � \ ` �, .• _ p en 'd 3'—6" v ~ cn 00 O W o v 14 00 P-4 r rl1- -} WOOD-FRAME CIO I I 0 _0 PREFAB GAS 1 I FIREPLACE AS � 0 OWNER(Vt) � W V 1IBlAINLESS STEELP��JfHl DRS012'0.0 IWOOD SCREW5 W/WASHERS @ i7`O.G11 1 1 12.00 - 12'0 G, I SH APA PLYWOOD ll2"APA RATED SHEATHING I 11 14'APA NG _ (ALTERNATM D7116"0.5.&) 1 7 1 1 �1 ! 1 I I 1 1 I I �\ I I �\ ! 27'-0" I 1 1 t ` / ® ll'AP MTED SHEATHING II + {ALTEPNATNIVE:7/16.0.5 B.) I 1 � � I 1 11 I I I i I MIISORC,A5S5TEEl �! 4 / ( ! ( r ! ( N OR GAL\ANIIED 1 2X1 Cf#3 WOOD SCREWS W! STULS I WASHERS @l2'O.G ' �r ' 1ST. FLOOR PLAN /�i { wN�°wsnL TYPICAL WINDOW OPENING �,I f ( !� t !� ( y W E PROJECT NORTH RTH ,I j' ( ti 1 I 1 II p (LESS THAN 4'-0X8'-0"OPENING) I, f 1 I n I I I I y #IDSiAINLESSSTEEL OR GALVANIZED S SCALE: 1/4" 1' / WOOD RS 012 W/ I r t I WASHERS�Il"D.C. TYPIp )OR OPE%NG - A MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DP# M$ SDONNECTED TOGETHER WITH STAINLESS STEEL O4 GALANO NLfT56 NL15U"OGWASHERS i TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) AUG Z 6 2015 (I ; .� ,/` e" DRAWN: MH/MS E IS PROTECTION FOR WOOD STRUCTURAL PANEL I, a, r1 SCALE: 1/4"=�'-o" WIND BORNE D BR P ��`��` � � JOB#: AS PER 1fABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) rY13�"' ') July 10,2015 WINDBORME DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" i'' t _...•� SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLARED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL "y-.•- " 1 CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-3 REVISIONS: y ! _t 7 L. LAI. 11 --- - ti-- _..._�__ r _ T ' �_T, _ J Lt p, TYYT _- --.1�L r —a r- -- ,Jj -_ - - _I I�vI- -- - i -I- _ Q _ Q J1 JIT�l >T_.L�� _r -�_1 _ _ ...T._l � !.. L. __i LL=IJ 1IL:u 1 1 . 1 r _r ...�_ 1__ 11 -T I ILL—Jll �11 ,..._ 17-- f� �ALJ t_,.. _ 1 1 l_ J_r_l _ I �_L_ �.T I--- ! 1 _1 _.L 1 _ - - - T 1,4 x r� i �. 1_ - -r- 1_. l _ _.� _L- __.1 �_.1_ L i_� _l -- - - 7 ell -- W EXISTING SOUTH ELEVATION Q z SCALE: 1/4" = 1' ° � w _77— O ' 00 APPR VED AS NOTED j�� - � Z_,.. DATE: �a (�P.# N a �. .�, ...:� �.,,-._ -wc,•,_ 4 _1_ - FEE: � rn J NOTIFY BUILDING DEF)AR t AT FOR 765-1802 8 AM TO 4 PM F THE FOLLOWNG INSPECTIONS: _ �_ - RED _ _ __ - -_ w . _ --� - --- y FOUNDATION REC�U� ..� � A -- - - -- CONCRETE � a FOR POURED l - MING & PLUMBING 3. INSULATION 2 ROUGH FRA 4. CONSTRUCTION IO MUST —_ - _�.�-_ _�. - FINAL - C N _. U T1 I BE COMPLETE FOR C.O. LO _ �.r.. 1 -r�- _ ��.--`-- �,-�.�:..____��`-_.,— AL � o•`� Eye _ �. _�� f �. _ - _. ..-._.. _ _. I-. .--_1_hir'l 1_..� _ _ RUCTION SHALL MEET THEL CONST1 oo � } -ITL _ ___., -_-�-_gip __ REQUIREMENTS OF THE CODES OF NEW DRAINAGE INSPECTIONS ARE REQUIRED N o w � Contact TOS Engineering n 7 i .� --- --- - YORK T c E eerie at 5- 560 befor STATE.. NOT RESPONSIBLE SIBLE FOR P-4 DESIGN OR CONSTRUCTION ERRORS. Elackfill,OR Provide Engineer's Certificatio that the drainago has been installed to Codc. T .�.1_-,.,w�__ r COMPLY WITH ALL CODES OF r� !- L. _ 1 NEW YORK STATE & TOWN CODES - . _.. �__ . _ _ I 11.1 IT en 111 11 11 11 �fLr AS REQ IRED AND CONDITIONS OF UO �. SOUTHOID TOS JN ZBA � 'r r , � r•fY ,rir�,�L7 n N ------------------- f so UTHOLD TOWN TRUSTEES 1 � . N.Y.S.DEC T 7 V .., L �--�� • � � � "•� OCCUPANCY OR � USE IS UNLAWFUL E _� _ r� Z l_I� i T1 WITHOUT CERTIFICATE , Il_�.7`-47Y-47114 Ts,_1�� r I 1 OF OCCUPANCY , .4,�}��� ' ' a SO PROPOSED SOUTH ELEVATION DRAWN: MH,MS � . SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' a °=f ,. ,� � ��.��.:`���. � JOB#: July 10,2015 SHEET NUMBER: A- 1 REVISIONS: _ �m. -j - f Li I � ---- Lr.! L_1. - { rte, I7ri;�4 Y 1 ! �1 TEXIM Elm M , - �- ITS L I 111 1.4 EXISTING WEST ELEVATION .� SCALE: 1/4" = 1' Q Q o � C) •� dH ct 00 0 W 00 _ 1 i x.„ r4 bO -- �v—__.__ Ln U cn •cc 00 U) � N i Lj r ®® r- r- ®®®® j _ ®®®® �`� , ®®®® ® PROPOSED WEST ELEVATION ` � } l Gv i, DRAWN: MH/MS SCALE.. 1/4n = 1 N SCALE: 1/4"=1'-0" JOB#: x,ra n. July 10,2015 SHEET NUMBER: '-Y2' 3 REVISIONS: KING STUDS CRIPPLE STUD HEADER JACK STUDS I 1 I I 1 1 LOCATION USP NUMBER DESCRIPTION APPLICATION 1 1 ALL OPENIIIGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD 1 ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 1 1 1 1 EXISTING 1 ----------------- I 1 I 3'-0" O EXISTINGZ ! ( / HOUSE r < t / 3'— i ` I✓ ( ( ` r.. j f % i W U CANTILEVER--- Q •'-\ 1 / -- 1 1 L 6X6 COLUMN(BOXED IN)I 1 1 'i -• J Y r s O ( 1 1 "w/12"dia.CONC.PIER AND'1 1 t . ( ( / \ !' �' H ^ Q O 5/4"DECKING jr) l `-- _^' 1 r `� -_ -^' 1 _ _`__ __. 23„SE OW GROADE(fYP.)4i _ __-.916'OC'"I Arri X 1.1 l0 ii ` w � 2X10 ACQ @16 _ [ - If BL UP AT CANTILEVE + -,•` — - - — _�: —owc I w i - w '/ .—_ w 1 1 1 ECJ _J a (3)2X8 ACQ w/(2�1l2,'STEL IRDER(ALT.:W6X20 BEAM) l - I { �I Y r w � I � _ I , _ �, __-- - - > i 7 ¢--,DBL 2X10 ACQ DJ-- — - -- - --- -- --UJ Is- -- _-- �- _ _.. 1 ° 6X6 ANGLED � ' ( w m @16"(OC w m TY-6„FROM v I—I mJ { Im ______ ✓ 1 T POST SUPPORT II I) " - DBL. 2X10 w Y w w Y w I EDGE OF ( YW _ J C { '\ • (TYPICAL) ._ IJ- I + O ACQ DJ C' H r J r^ N CAi TILEVER �i Lw I , --..- - - - -- i -4-- __� f % _—. y 5 N N 1 N N �1 ( ,� �._._._ { i EX.26'X15' {� I+ @ � O f v � O C � ,, d• ” N N r ) CN 1 r 1 I \ 1 __ _ �, V - — -- X _— _ "Y�o `\ - r., - .o ._ �Y•D ��� ' tD - \ l \ BE REMOVED O � � I PATIO TO "s i -------- ��` 3 - ..__,._.. - w W p 6X6 ACQ POST -- --- --� a Q-_ ' _-_Of I� > a"Q , ) L , a (TO 80XED IN) I _ ¢ 2X10 ACQ DJ 16"OC r _--_ - j— -PAITIO Q j -Q� . Q Ya 1$Y IO.Oc '} ---—� -� _, m DECK:ABOVE `' O7 m l -- ( , N N a� X 2X10 ACQ DJ @ 16"OC r X @ 7-5/16" �� _���j mEXPAND PATIO ON GRADE ,o '•0 12 dia. V. 1 ( ( (� 1 - --• 1 I,. 1 , ._ �, •D D CONIC. D { •- 6X6 COLUMN((SOXED IN) •- - WP D. +p, •� PIER +p ' w/12"dia.CONC.PIER AND 1 1 __ II I ---.—.� I'1 1 --`-^ __-.--`' --__ •t�__.,...._..._..-. �� __- -r r. _�. ... 24"X24"X12"CO)NC.FTG. •1 1 I I �. 1 ._ 1 1 �� 1 .� 1 1 r-• `\ y 1 _% i ^ \. / 1 v • v • v • ------ 1 T BELOW GRADE(TYP.) ). 1 1 1 1 _l 1 1 — - - — -- --+ LANDING: w/12"dia.CONIC.PIERS,3' 24' 24 2 4X4 POST @ EACH CORNER CONIC. FTG. 3'—611 711—811 71—^11 71—811 BELOW GRADE,(2)2X8 ACO U / l}li U GIRDER,2X8 ACQ @16-OC n CROSS SECTION 27'-0" 3'-6" 26'-01/211 SCALE: 1/4" = 1' / W E FOUNDATION PLAN- S PROJECT NORTHIT SCALE: 1/4" = 1' •� d H ow kq I c� 00 PATIO AREA:897.7 SO,FT. AT 100%WATER RUNOFF:150 CU.FT. O / PROVIDE(1)6'DIA.X 4'DEEP DRYWELLS 00 00 DRYWELLS CAPACITY:169 CU.FT. \r 1 0 INSTALL CATCH BASINS \.�' ._�� AS REQUIRED r`,\, t �1 o EXISTING � G i o cin DRY WELLS TO BE 10' MIN. rn IT o AWAY FROM HOUSE 0 , x o 04 REMOVE EX.WINDOWS WITH DOORS(VIF) �- ;L4 �' .� v Oo 0 0 a 0 FWGi 068L FWG8068L FWG5068R p zu o � v � Ey d- 31-69$ v N w � a 1.p--" 4°� ,�,� WOOD-FRAME 1•"'1 � I I I I 0 o PREFAB GAS I FIREPLACE AS �4" � � SELECTED BY---111 fzI u t ( t 1118 STAINLESS STEEL t 1 t ( t 1 1 1__ 1 —_1—— 1 U) r 11! 11 I ( r OR GALVANISED r r r WOOD ER SLREWS W/ 1 rl If r 1 ( ) r r r l I I 1 1 1 12'0,C. f I ` ' I � I ��11 I ' � ; � I ' I I � WASHERS @, O I IIS !I I 1TOC N �I 41 t/ '�I / I I \I �I 3H"ACA W.VJJDOD 1 1 1 1 1 12 APP RATED SHEATHING I ` SHEATHING + • , 1 ( GRADE PLYWOOD 1 I 1 I �1 / I ( I I I �1 1 I �1 t 1 I1 ATERNATME:71tfi'0.5.8J l 1 271-0„ 3'-6" IrY APA RATED SHEATHING 1 f/ GRADE PLYWOOD I I ! (ALTERNATNNE.7116-0.5 B.) r / 1 +jl Mzi RI]STAINLESS 51EEL ` / GR GALVANIzeD 1 ( zz<STUDS 1 ( t +t !t wooR 912" Wl \1 r j WAGHER5�17•D.G. , PROJECT NORTH1ST. FLOOR PLAN / ( t t I E r ti � i Ir ( W w,N�W:RL TYPICAL WINDOW OPENING 1 (LESS THAN 4'-0X8'-0"OPENING) ( I 4 1 I I I I klBsruNLEsssrEEL S J DP ALVI&DSCALE: 1/4" = 1' l r I ( {( I r l WASH SCREW]O. WASHERS M I]"O.C. TYPICAL (PE55 THAN 4'-0X8'-0" OPENING O"OPEN NG) ASSEMBLIES MUITrPLF PLYWOOD CONNECTED TOGETHER WITH STAINLESS STEEL O.•,/ I� fpr Y @p OR GALWNSED BOLTS WJ WASHERS 'k AND NITS 8 T-B"O.0 TYPICAL MULTIPLE OPENINGS � � (MORE THAN 4'-0X8'-0"OPENING) i(; Zti ;:.,.' ?.w I DRAWN: MH/MS i° SCALE: 1/4"=V-0'. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ` ' , " ������ � � Jos#: AS PER TABLE 1609.1.4,N.Y.S. RES.CODE; ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) July 10,2015 WINDBORNIE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" / qr� � fi SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �.��j�" W2 )� COVER GLA]ZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL T", w�_- CONSTRUCITION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS;MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, A-3 REVISIONS: \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT 4"MAX. HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT MODERATE SLIGHT TOTO HEAVY MODERATE ]1 NONE IN 4"DIA.MAXIMUM CRIPPLE STUD RAFTER DECK AND COVERED PORCH NOTES: LEDGER • ' 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. • HEADER RIDGE All fasteners, hangers and anchors to be galvanized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier 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. RAFTER JACK STUDS TO 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete rn footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at S'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USPNUMBER1 DESCRIPTION I APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER1 DESCRIPTIONAPPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD W 6).Concrete piers shall be a minimum 6"above grade. , J O 1-1/2"SPACE rj�� 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored `.J Z to girder(s). rT� �j MINIMUM F-^^-1 1.4 F--•I ~ RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Q HANDRAILS •• 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal F—I W RAFTER for any contact with ACQ. O POST O U TOP PLATE HANDRAIL NOTES: a • TOP PLATE All required handrails shall be of one of the following types or provided equivalent graspability. rn BALUSTERS a Z • RIM/DECK JOIST O 1).Type I. Handrails with circular cross section shall have an C OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD ° outside diameter of at least 1-1/4 inches and not greater U than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION) dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4 E POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE inches shall provide graspable finger recess area on both EACH RAFTER CONNECT OVIER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD p g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 U inch within 7/8 inch below the widest portion of the 1 profile.The required depth shall continue for at least 3/8 F•••� inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4 DIA. MAXIMUM maximum of 2-3/4 inches. Edges shall have a minimum W GIRDER/HEADER radius of 0.01 inches. ,�y GIRDER/HEADER Z ° NAILING SCHEDULE �✓ Z JOIST POST/COLUMN 0 ° ° g o ° ROOF SHATHIPOST/COLUMN NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES AS PER TABLE 3.8 W GIRDER/HEADER STRUCTURAL PANEL 8d WFCM-SBC (MM� °O POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: O LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TC EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMONEACH 00 DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TC EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TC EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE N °J OVER PARTITION WFCM-SBC LAP NAIL rn G COLLAR TIE AS PER TABLE 3.4 EACH FACE o un ,^7E i Q I STU TO RAFTER WFCM-SBC END NAIL as rn "' o BEARING PLATE :° a GIRDERBLOCKING EACH TOE d 2 -8d COMMON y TO RAFTER END NAIL6 ,4 w ° • ' RIM BOARD EACH END a� TO RAFTER 2-16d COMMON END NAIL �°✓ ° WOOD JOISTez Cf) d •"•` WALL FRAMING: LEDGER 1 j ".' .Y NAIL NAIL rn U v ° GIRDER/HEADER 1{ CONCRETE PIER ." JOINT DESCRIPTION QTY SPACING NOTES N WOOD JOIST WOOD JOIST TOP PLATE TO PER 0 W ."`"-. TOP PLATE 2 - 16d COMMON FOOT FACE NAIL • TOP PLATES AT 4-16d COMMO JOINTS FACE • INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2 -16d COMMOIN CEILING JOIST TO BLDG. CONNECTIONALL JOISTS CONNECTED TO A FLUSH HEADER 70 BE SUPPORTED WITH I (MINIMUM) STUD O.C. NAIL to I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE W LEDGER TO BE CONNECTED TO BLDG.USIING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION 16d COMMON USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL 1F ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD 1 I (2) BEAMS JPAU440RWE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2 -16d COMMOI, PER 2x4 STUD END REQUIRED 1I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL V FOR STU (3) BEAMS IPAU66ORWE66 POST/BEAM ANCHOR APPLY TO EACH PIEP O BOTTOM PLATE TO: U) FLOOR 101ST, BAND JOIST, 2 -16d COMMO PER OOT FACE NAIL U) FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND F LAPPED OVER FIRST CONTIN. DECK FRAMING: � PIECE OF SIDING BELOW THREADED ROD Q JOINT DESCRIPTION NAIL NAIL NOTES 1/2 DIA. LAG BOLTS W/WASHERS CNW COUPLERNUT CONNECTED TO BLDG. 016"OC POST 4- 8dQC MMO SPACING JOIST TO: PER TOE MNIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL [UJ) WOOD JOIST ENDDISTANCE BRIDGING 2 -8d COMMON EACH TOE x TO JOIST END NAIL BLOCKING p BLOCKING EACH TOE 2 - 8d COMMON FLOOR FRAMING " •• .-.• - MIN!M M s �- TO JOIST END NAIL 2x JOISTS o 'o c END ANTE o ° BLOCKING TO: EACH TOE • `o •: 12"x12"x12" • •° �' • SILL OR TOP PLATE '�-16d COMMONBLOCK NAIL WOOD GIRDER 'a ••i�, CONCRETE FOOTING I •~• v ` - s^ ' LEDGER STRIP 3 -16d COMMON JOIST NAIL EACH FACE BLOCKING FOR TO BEAM Q ° 3 • 8d COMMON JOIST HANGER {' LAG BOLTS •4 JOIST ON LEDGER PER TOE ' nHOLLOW COLUMN UPLIFT TO BEAM JOIST Nps `•.; . r 'qC',�,,�'h: • RIM JOIST/BD. c n SIMPSON STRONG TIE MODEL STRRI/2 j' SC 4 DECK POST FTG. CONNECTION BAND JOIST PER •E. +� ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO JOIST 3-]6d COMMO JOIST /,r 1 �' LOCATION USP NUMBER DESCRIPTION APPLICATION ,� -� DRAWN: MH/M5 PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND BAND JOIST TO: PER ' ` ��4 SCALE: 1/4"=1'-0" 2-16d COMMO E3�1 '': '' ~'N USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTINGf:": ' . July 10,2015 SHEET NUMBER: A-4