Loading...
HomeMy WebLinkAbout39615-Z }o>�FQguFF01 0�� Town of Southold 9/3/2022 y� P.O.Box 1179 53095 Main Rd y • o� fiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43398 Date: 9/3/2022 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 1700 Cedar Beach Rd, Southold SCTM#: 473889 Sec/Block/Lot: 89.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2015 pursuant to which Building Permit No. 39615 dated 3/25/2015 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: accessory in-ground swimming pool fenced to code as applied for per ZBA#6710, dated 3/20/2014. The certificate is issued to Belkin,Melanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39615 7/21/2016 PLUMBERS CERTIFICATION DATED r Auth •ized Sign re Town of Southold 9/3/2022 =gyp P.O.Box 1179 { 53095 Main Rd Wo • � J Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43399 Date: 9/3/2022 THIS CERTIFIES that the building SHED Location of Property: 1700 Cedar Beach Rd, Southold SCTM#: 473889 Sec/Block/Lot: 89.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2015 pursuant to which Building Permit No. 39615 dated 3/25/2015 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: accessory shed as applied for per ZBA#6710, dated 3/20/2014. The certificate is issued to Belkin,Melanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39615 7/21/2016 PLUMBERS CERTIFICATION DATED Autho ed Signatu e TOWN OF SOUTHOLD o`° °may BUILDING DEPARTMENT a' TOWN CLERK'S OFFICE o. • 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#: 39615 Date: 3/25/2015 Permission is hereby granted to: Belkin, Melanie 1700 Cedar Beach Rd Southold, NY 11971 To: Construction of an in-ground swimming g pool and accessory shed as applied for per ZBA, Trustees and DEC approvals. Two COs required. At premises located at: 1700 Cedar Beach Rd, Southold SCTM # 473889 Sec/Block/Lot# 89.-2-4 Pursuant to application dated 3/12/2015 and approved by the Building Inspector. To expire on 9/23/2016. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 CO -ACCESSORY BUILDING $50.00 0 7otal- $175.60$525.60 Building I Spector TOWN OF SOUTHOLD o�oSUFFoc, 49, BUILDING DEPARTMENT C, 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#: 39615 Date: 3/25/2015 Permission is hereby granted to: Belkin, Melanie 1700 Cedar Beach Rd Southold, NY 11971 To: Construction of an in-ground swimming pool and accessory shed as applied for per ZBA, Trustees and DEC approvals. Two COs required. 0 At premises located at: 1700 Cedar Beach Rd, Southold SCTM # 473889 Sec/Block/Lot# 89.-2-4 Pursuant to application dated 3/12/2015 and approved by the Building Inspector. To expire on 9/23/2016. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 CO-ACCESSORY BUILDING $50.00 ACCESSORY $175.60 ELECTRIC Total: $710.60 Building Inspector } t Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: V"' Old or Pre-existing Building: (check one) Location of Property: 003 0eDA,<_ &A',k RO House No. Street Hamlet V f Owner or Owners of Property: LII , dile o &Oi3 Suffolk County Tax Map No 1000, Section Block Lot "t Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CPR �Q roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 ®�y'rouff `1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Belkin Address: 1700 Cedar Beach Road City: Southold St: New York Zip: 11971 Building Permit#: 39615 Section: 89 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vue Electric License No: 5230-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks j Disconnect Switches F2 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "Pool and Shed" Inground Swimming Pool to Include; Bonding, Gas Pool Heater, Pool Lights,Control Panel,2-Switches,1-GFCI Recepticle,2-GFCI Circuit Breakers. Notes: Inspector Signature: Date: July 21, 2016 z Electrical 81 Compliance Form.xls � OF SOUr�o! � o �OlyCOu�'���o TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -' [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING , [ ] FOUNDATION, 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR rjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ... /F NDATION IST. ] ROUGH PLUMBING OUNDATION 2ND INSULATION I ] FRAMING / STRAPPING FINAL FIREPLACE-& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: CIA; /c f1A 5 4z<l DATE t7 INSPECTOR- OF SOpT�,olo TOWN OF'SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ 1-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEATION [ ] CAULKING REMARK • r 4s"A r�l DAT INSPECTOR l o gso TOWN -OING- DEPT. IN-;iEC9TION [ ] FOUNDATION -1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C l �^ d DATE �� INSPECTOR of soar • i . o�dco�yN� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION " [ ] FRAMING / STRAPPING [ FINAL (Ae-) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0714 l INSPECTOR `ek G oF s0�ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION .1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LA�TION [ ] FRAMING / STRAPPING [ FINALCA) A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: d G O r DATE INSPECTOR OF SOpT�,olo TOWN OF SOUTHOLD BUILDING, DEPT, 765-1802. INSPECTION [ ] FOUNDATION.1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f eL DATE ' 7 -C 4e INSPECTOR MERYL KRAM ER MAR 15 2096 D a r c h i t e c t 39(,1-5 TOV�r p�®DEPT. Southold Town Building Dept. V7i66 2 13 E. FRONT STREET Southold Town Hall POST OFFICE BOX 683 PO Box 1179 G R E E N P O R T, NY 1 1 9 4 4 Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 March 8, 2016 m k a r c h i t e c t c o m RE: Belkin Residence 1700 Cedar Beach Road,Southold NY Tax Map# 1000-' ��— a-- To Whom It May Concern: I observed the construction of the shed at the above property. To the best of my knowledge,the foundation was constructed in accordance with the NYS Residential Building Code. Please let me know if you require further documentation regarding this permit ap IA- E* P �Nrcwvd�'d` MWA 'PF • I eINN • • INN . us MA al IMUL,ATION STATE ENERGY COE Well Mel y .M. WR R 0 1 y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health X SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval X FAX: (631)765-9502 � Survey X1SoutholdTown.NorthFork.net PERMIT NO. Check $250 Septic Form x N.Y.S.D.E.C. HAVE Trustees HAVE Flood Permit X Examined 20 Stone-Water Assessment Form HAVE Contact: Approved 720 Mail to:STACY PAETZEL Disapproved a/c PO BOX 478-MATTITUCK,NY 11952 Phone:(631)209-2410 Expiration ,20 ,( �_�------- j ctor APPLICATION FOR BUILDING PERMIT MAR 1 2 2015 p'' � Date MARCH 12 92015 INSTRUCTIONS -l1',6 P0T a. Ibis,application MUST be ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets-0-tset§-0-t pans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO BOX 478-MATTITUCK,NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder LANDSCAPE ARCHITECT Name of owner of premises MELANIE BELKIN (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. 12583-H Plumbers License No. Electricians License No. 5230ME Other Trade's License No. 1. Location of land on which proposed work will be done: 1700 CEDAR BEACH ROAD SOUTHOLD,NY House Number Street Hamlet County Tax Map No. 1000 Section 89 Block 2 Lot 4 Subdivision CEDAR BEACH PARK Filed Map No.13-225 Lot 26 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work SWIMMING POOL (Description) 4. Estimated Cost$45,000 Fee $250 (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars NONE 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 36.8 Rear 36.8 Depth 24.8 Height 20' Number of Stories 1-1/2 Dimensions of same structure with alterations or additions: Front SAME Rear SAME Depth SAME Height SAME Number of Stories SAME 8. Dimensions of entire new construction: Front N/A Rear N/A Depth N/A Height NIA Number of Stories N/A 9. Size of lot: Front 100' Rear 100' Depth 200' 10. Date of Purchase FEBRUARY 18,2005 Name of Former Owner SYDNEY S.BREEZE,JR. 11. Zone or use district in which premises are situated R-80 RESIDENTIAL LOW DENSITY 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises MELANIE BELKIN Address SOUTHOLDD,,NY CH ROAD, 631 Phone No. ( )353-9555 Name of Architect STACY PAETZEL Address PO BOX 478,MATriTUCK NY Phone No (631)209-2410 Name of Contractor IMPERIAL GUNITE Address 81 COMMERICIAL AVE,OAKDALE,NY Phone No. (631)244-0073 15 a.Is this properly within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) STACY PAETZEL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIB D.BUNCH Notary Public,State of New York (S)He is the LANDSCAPE ARCHITECT No.01 BU61 Mo (Contractor,Agent,Corporate Officer,etc.) Commisslm E b gyres Aprll 14,2_[ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of20_Li� L' Notary Public of Applicant o��OF SOol Town Hall Annex . Michael J.Domino,President John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Bax 1179 Glenn Goldsmith Southold,New York 11971 A.Nicho Krupski �pQ Telephone(631) 765-1892 R Rcgalv% s Fax(631)765-6641 o�ycoU ,�� SEP 2 2022 . BOARD OF TOWN TRUSTEES BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE - AMENDED # 1270C-Amended Date: July 30,2018 THIS CERTIFIES that the construction of a 12' x 35' swimming pool raised approximately 1 8 feet above the adiacent 318 sq-ft existing concrete patio on the landward side of pool which was replaced in-place with an on-grade bluestone/masonry patio; construct approximately 83 linear feet of concrete retaining walls and place within walls approximately 30 cubic yards of on-site soil material to be derived from pool excavation and re-grading of lawn area adjacent to easterly retaining wall; install approximately 188 sq. ft. and 67 sq. ft. bluestone/masonry walkways; and 4' x 5' concrete stems to grade;the installation of a 181 sg.ft. masonry walkway on grade between driveway and dwelling,• and the replacement of portions of existing driveway with plantings and/or lawn,• construct a 12' x 12' shed and 5.5' x 6' outdoor shower,• install dgwell pool drywe11 and 4' high pool enclosure fencing with self-closing gates; establish approximately 1,677 sg ft of plantings; and removal of the(1)1arge 20"oak tree located at north end near proposed pool construction, if necessary; install approximately 228sq ftof masonry patio within existing lawn area adjacent to swimming pool; and install approximately 34sg ft of masonry steps in-place of existing landscape steps to patio ; At 1700 Cedar Beach Road,Southold Suffolk County Tax Map#1000-89-2-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 26,2014 pursuant to which Trustees Wetland Permit#8516 dated October 22,2014was issued and Amended on April 22,2015 and Amended again on November 18,2015 and Amended again on November 15,2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 12' x 35' swimming pool raised approximately 1 8 feet above the Ad iacent 318 sq ft existing concrete patio on the landward side of pool which was replaced in-place with an on-grade bluestone/masonry patio; construct approximately 83 linear feet of concrete retaining walls and place within walls pproximately 30 cubic yards of on-site soil material to be derived from pool excavation and re- grading of lawn area adjacent to easterly retaining wall; install approximately 188 sq.ft. and 67 sq. ft. Bluestone/masonry walkways; and 4' x 5' concrete steps to grade,• the installation of a 181 sq ft masonry walkway on grade between driveway and dwelling; and the replacement of f AIM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04374 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MELANIE BELKIN BELKIN PROPERTY 1700 CEDAR BEACH RD 1700 CEDAR BEACH RDISCTM 1000-89-2-4 SOUTHOLD,NY 11971 W. SOUTHOLD,NY 11971 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 718.865 NYTM-N: 4545.986 Latitude: 41'02'08.5" Longitude: 72°23'46.8" Project Location: 1700 Cedar Beach Road - Watercourse-Dryad's Basin Authorized Activity: Construct swimming pool, concrete retaining walls, steps,walkways, shed, outdoor shower,pool enclosure, fencing and perform regrading and plantings. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 12/18/14. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1.-4738-04374/00001 New Permit Effective Date. 12/18/2014 Expiration Date: 12/17/2019 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:LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY B�POK,NY V1190-3 ' Authorized Signature: / /j Data Z�?2/ Ll�l Page 1 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04374 Distribution List EN-CONSULTANTS Habitat-TW LAURA J SCOVAZZO vm I i :o Permit Componeritil NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. 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 tlfis permit. Within 30 days of completion of project,the bottom portion of the form must also be signed acid 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. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 6. 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. = ... Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04374 7. Clean Fill Only All fill shall consist'of clean sand, gravel, or soil(not asphalt, slag, flyash,broken concrete or demolition debris). 8. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 9. 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 or 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. 10. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 50 linear feet landward of the tidal wetland boundary. 11. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 12. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. 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. 14. 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 him fieri as the Department of Environmental Conservation may lawfully require,remove all or any portio�i-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. 15. 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 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ow Facility DEC ID 1-4738-04374 16. 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 Kenneth M. Woychuk last revised 9/23/14 stamped NYSDEC approved 12/18/14. 17. 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 danja4p., GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. 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 aut$orized 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 toproduce 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;apd-Determinations Unless expressly provided for by the Department,issuance of this permit does notmodify,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. ps Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04374 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 isk ed 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 1�ti compliance or not in compliance with tle=erms and conditions of the permit. This indemnification does. not extend to any claims,suits,actions,18 damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5of6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04374 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. :.:A Page 6 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 24, 2013 TO: Melanie Belkin 1700 Cedar Beach Rd. Southold, NY 11971 Please take notice that your application dated September 16, 2013 For a permit for an accessory inground swim pool&shed at Location of property: 1700 Cedar Beach Rd., Southold, NY County Tax Map No. 1000- Section 89 Block 2 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed inground swim pool& shed are not permitted pursuant to Article III 280- 15 which states: "In the case AC District &Low Density Residential R80, —Districts accessM buildings & structures or other accessory uses shall be located in the required rear yard subject to ..." The proposed accessory pool&shed will be located in other than the rear yard . Note: Property is in Flood Zone AE8. Authorized Signature Y� BOARD MEMBERS 0f So Southold Town Hall Leslie Kanes Weisman,Chairperson �� UjyO 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider <411 01 Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLDE r� Tel.(631)765-1809 -Fax (631)765-9064 L� l� is MAH 5 2014 FINDINGS,DELIBERATIONS AND DETERMINA FIO MEETING OF MARCH 20,2014BLDG. DEPT. TOWN OF SOUTHOLD ZBA FILE: #6710 NAME OF APPLICANT:Melanie Belkin PROPERTY LOCATION: 1700 Cedar Beach Road, Southold,NY S.C.T.M. 1000-89-2-4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without 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 December 30, 2013 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 20,000 square foot developed lot located in an R-80 district. The property has 100 feet of frontage on cedar beach road. The North side of the property is 200 feet long. The East side of the property is 100 feet long, and the South side of the property is 200 feet long. There is a stockade fence along the South line of the property. There is an existing dwelling on the property which covers 1248 square feet. The dwelling's septic system is located towards the Southeast corner of the property. The Southeast section of the property has irregular terrain and slopes from an elevation of 3 feet up to an elevation of 10 feet. All is shown on a survey by Kenneth M. Woychuk L.L.S. dated December 20, 2013 and submitted to the Zoning Board of Appeals on February 27, 2014. BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's September 24, 2013 Notice of Disapproval based on an application for building permit for an accessory in-ground swimming pool and shed, at; 1)proposed location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variances to place a swimming pool and a shed in a side yard where the code requires that accessory swimming pools and sheds be placed in a rear yard location. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on February 27, 2014 submitted a revised application showing a smaller 12 ft. wide by 12 ft. long by 12 ft. high shed located in the front yard in place of the proposed 16 ft.wide by 16 ft. long-by 16 ft. high shed, and an in ground pool in the side yard. t Page 2 of 3—March 20,2014 ZBA#6710—Belkin SCTM#1000-89-24 ADDITIONAL INFORMATION: During the hearing testimony was taken that that shed and swimming pool could not be located in the rear yard as required by code because of the location of the existing septic system and because the terrain has a steep slope which is too steep for the construction of a shed and swimming pool. On February 27, 2014 the applicant's agent/architect submitted an updated survey showing the contour intervals and septic location, as requested by the Board of Appeals, confirming same. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on February 6th and March 6,2014 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 amended application will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes several of which have pools. The Zoning Board of Appeals has previously granted relief for swimming pools to be in other than the rear yard locations in this neighborhood. 2. Town Law 4267-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 rear yard of the property has a steep slope making it difficult to construct a swimming pool and a shed in this location. The existing septic system is also located in the existing rear yard and its placement does not leave room for the applicant to construct a swimming pool and a shed. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code. However, the terrain and the septic system do not allow for the placement of the pool and the shed in a conforming location. Further, the applicant does not have a neighbor on the North side of the house, who would be most affected by the swimming pool in the side yard. The proposed shed will be located behind several trees making it difficult to see from the road and therefore will have a minimal effect on the character of the neighborhood. 4. Town Law 4267-b(3)(b)(4) 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 4267-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 4267-b. Grant of amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool and a shed 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 Goehringer, and duly carried,to GRANT AMENDED RELIEF, as follows; according to the survey by Kenneth M. Woychuk, L.L.S. dated December 20, 2013 and submitted to the Zoning Board of Appeals on February 27, 2014 and the shed plan and elevation by Meryl Kramer Architect submitted to the Zoning Board of Appeals on February 27, 2014. Subject to the following conditions: 1. Pool mechanicals shall be placed is a sound deadening enclosure. 2. Drywell for pool de-watering shall be installed. "r page 3 of 3—March 20,2014 ZBA#6710—Belkin SCTM#1000-89-2-4 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly ad ed(5-0). Leslie Kanes Weisman, Chaimerson Approved for filing 3 /� /2014 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: LDING OWNER'S NAME Policy;Numbec., ,. LDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. :Company NAIC Ntirrlber L? ECIC: r,��� e 13 Y STAT ZIP CODE DPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 10e) i LDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) P• S+•AevnA ITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: or ##. #°) 1-1 NAD 1927 1_1 NAD 1983 SOURCE: 1-1 GPS(Type): 1_1 USGS Quad Map 1-1 Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE V-✓ot,; 01_1 i/_ L I F/=Q i lU 4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX 87.FIRM.PANEL B8. FLOOD 89.BASE FLOOD ELEVATION(S) NUMBER DATE' EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) IGS .C7_ M A Cf 4. 159iq A % - n Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. 1-1 FIS Profile 1A FIRM 1_1 Community Determined 1-1 Other(Describe): Indicate the elevation datum used for the BFE in 139: 1A NGVD 1929 1_1 NAVD 1988 1_1 Other(Describe): Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? 1_1 Yes 1 No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Building elevations are based on: 1__1Construction Drawings* 1_►Building Under Construction* KIFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. Building Diagram Number "7 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) Elevations—Zones`A1-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements-and datum conversion calqujption. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum N G L°b'I cjV`j Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1-1 Yes 1_&No ❑ a)Top of bottom floor(including basement or enclosure) 9S7 ft.(w) O b)Ton of next higher floor /S ft." a ❑ c)Bottom of lowest horizontal structural member(V zones only) A/ A _ft.(" o 0 ❑ d).Attached garage(top of slab) Al%A _ft. E O e)'Lowest elevation of machinery and/or equipment W `° servicing the building (Describe in a Comments area.) _ ft.( _ Df) Lowest adjacent(finished)grade(LAG) (:• . '�ft.(LM z U f ❑ g)Highest adjacent(finished)grade(HAG) ft.(tfi� f ❑ h)-No.of permanent openings(flood vents)within 1 ft.above adjacent grade^ > 8 ❑ i)Total area of all permanent openings(flood vents)in C3.h ' 1A sq. in. (sq.af?) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION ds certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. !edify that the information in Sections A, B,and C on this certificate represents my best efforts to interpret the data available. inderstand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. --RTIFIER'S NAME LICENSE NUMBER A JA TLE C MPANY NAME C L�.v )DRESS CITY STATE ZIP C DE _. GNATURE�= .-;�- _ _ DATE TELEP ONE MA Form 81-31,J nary2003 See reverse side for continuation. Replaces all previous editions Tn-n 1611. 53( Y5 Niall, jj"-114 T. TERRY P-0- MIX 117() TOWN CLERK' soulhold. Ncw Ytirk- 11 Fax (5 1 o) 765-1 R2:x TAI.STA-nSlICS pEcisrRAR OF V1 Tc1cphonc (5 16) 765. MARRIAGE oFricim RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ) And "Certificate of Compliance for Development in Special Flood Hazard Area (CIC(93)) . GL��G. OEFT TOWN OF SOUIPIOLD �Ju i/t h T . Terry Southold Town Clerk August 25, 1993 I , I• .T APPLICATION PAGE i of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT A.PPLICAMN This Corm is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sin): 1. No work may start until a permit is issued. 2• The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if iio work is commenced within six moaths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory. requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE• ,-s �,�i/.J� I (APPLICANTS SIGNATURE) DATE i SECTION 2 PROPOSED DEVELOPMENT (To be completed by APPLICA-N'I1 , —� 0 X1 NAME AD D R ESS TELEPHONE l ,�► APPLICANT -L,111 .1� ► IcB �U I l • ,�/1 � �A /_ •� -� i F.S'o c.� c► � BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily ideatify the project location. Provide the street address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sk-etcb attached to this application showing the project location would be helpful- _ 5 C.�csi® FDP(93) • APPLICATION PAGE 2 OF 1 DESCRIPTION OF WORK (Check all-applicable boxes): A. STRUCTURAL DEVELOPMENT �ACTIVITY STRUCTURE TYPE ? New Structure O Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) — ------- -- —�Ahcration — ❑ Relocation O Combined Use (Residential & Com merci l) O Demdlitioo' ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) 11 Watercourse Alteration (Including Dredging and Channel Modifications) .'f O Drainage. Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expaasion) O Individual Water or Sewer System11- (� _p ❑ Other (Please Specify) ,� Re-A nt�-T(� Q®�5��� After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3 FLOODPLAIN DETERMfNATION (To be completed by LOCAL ADMIMSTRATOIZ) The proposed development is located ou FIlZM Panel No. • Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Spcdal Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is.` Ft. NGVD (MSL) ❑ Uaavailabic O The proposed development is located to a floodway. FBFM Panel No. Dated O See Section 4 (or additional instructions. SIGNED DATE Y • • ,� APPLICATION rf PAGE 3 OF 4 SECTION d ADDrTIQNAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before lbe application can be processed: ing structures, water bodies, adjaeeot roads, toe ❑ A site plan sbowing the location of all cxisl dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for --.— — ----- aflGllOrLng S[�uLU]IESrpLoltnssdsL�al �of lowest floor including basement), types of water resistant materials used below the first floor, details of floodproofing of utiii6es locate below the Ctrs[ floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑Top of new fill elevation Ft. NGVD (MSL). .a ❑ Floodproofulg protection level (non-residential only) Vt-NGVD (MSL). For floodproofed structures, applicant must attach certtficado r from registered engineer or architect. - // ❑ Certification from a registered engineer that the propps d activity in a regulatory floodway will not result in.any increase in the height of the 100-year flood. A copy of all data and . calculations-supporting:tWs_finding...must_also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have dclermined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A i5 chcckcd, the Local Adinto strator may issue a Dcvelopmeat Pcrmi( upon paymco( of designa(ed fee. If BOX B i5 checked, (be Local Administrator will provide a wri(ten summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may rcqucs( a bearing from the Board of Appeals. I v • i r• •r r I • , APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Deci-sioo --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be. completed by a registered professioga] engineer or a Gccnsed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement Cin Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, exduding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is F1'_ NGVD (MSL)_ / NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant- ` SECTION 7' COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? O YES O NO ,SECTION $' CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: D � v' ` I I• t Attachment B J SAMPLE CERTIFICATE OF COMPLIANCE J for Development in a Special Flood Hazard Area J ' i 1 Y l n TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ED OddaiC-- &Ed 0 EXIS`T`ING BUILDING e c --O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE. A..OR B. BELOW: — A. A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19AS MODIFIED BY VARIANCE # - , DATED SIGNED: DATED: C1C ( 93 ) i Scott A. Russell ,��°sU' � `]F0]KMWA\T]E1K SUPERVISOR 2 MANAGEMENT SOUTHOLD TOWN HALL-P.O..Box 1179 u 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I HM PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑b/A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E'*B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1:1 13"C' . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [3[j D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [36 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[ IF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the-Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Ow r,Design Profession ,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAMALY E: 5'rAd--( Z_f, --- C91 � 03 . Id- �S mom) Section Block Lot FOR BUILDING DEPARTMENT USE ONLY***" Contact Information: v� � � `0 n a &Ica Reviewed By — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 170D G1-9A2 g 1F Aa 2D>�� Approved for processing Building Permit. 11 Stormwater Management Control Plan Not Required. V D 1--'ID 1 N y Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: #. S.C:T.NI. 1000 (Property Owner, esign Professional, gent,Contractor,Other) �� � �OSUIQ TER 23 Stormwater Management Control Plan CHECK LIST NAME: STr`C;Y PAri,Cill_ sectio„ Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pirax Print Date: V * The applicant must provide a Complete Explanation and/or Reason for not providing 631'2 01-7,4!D d?j l 1c) . Cj 4[ all Information that has been Required by the following Checklist! 'Signature- 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: P P a. Location& Description of Property Boundaries 0 b. Total Site Acreage. 0 c. Existing-Natural &Man Made Features within 500 L.F. .of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. V, 00 REQ�1 e. Limits of Clearing& Area of Proposed.Land Disturbance. 0� 1%5PE _1560 Of f. Existing& Proposed Contours of the Site (Minimum z Intervals) 0 Enginee er ifica i g. Location of all existing& proposed structures, roads, Con Quids n ed toCo driveways,sidewalks,drainage improvements& utilities. Bac has h. Spot Grades& Finish Floor Elevations for all existing& that proposed structures. I. Location of proposed Swimming Pool and discharge ring. V11- J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). F__1 to.rwVAENT 1. Location of proposed concrete washout area(s). 00 ER lma of be 1m e M. Location of all proposed erosion&sediment control measures. shall to CpnstrU l0 III atien 91 2. Stormwater Management Control Plan must include Calculations showing A wellm Cing,sta that the Stormwater improvements are sized to capture,store,and infiltrate wire Bac dor nacuvr- on-sitee the run-off from all impervious surfaces generated by a two(21 inch eeding rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance& Site Access. G0r3STA.vL-Cc01.l Aw65S TO V V rjI( l2AVCvL V2�Jf c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 FO rL. Dc MI N I MVM Dt rowX S (Lt,&( f,f'0 d. Leaching Structures (e. .infiltration basins,swales,etc.) PAt►%-0w tr4LZ i4CG ( t l **** FOR ENGINE G DEPA M T USE ONLY**** Additional Inlt�i �a ation is Required. I i Reviewed& ❑ Stormwater en Qp4itrAT)la :1i5./ t Complete. Approved By: - — — — — — — — - - - - - - � — - - - - Stormwater anagement_Contr_a1_P_lan,is Complete. Date: 3 2 /5 SMCP has ben approved,,.' tiei�Engineeri g Department. FORM * SWCP Check List-TOS MAY 2014 - i i Town Hall Annex J6 Telephone(631)765-1802 54375 Main Road cn � {63i)70"5 5 2 P.O.Box 1179 roger.richert(afown.soutf�io�d.ny.us i Southold,NY 11971-0959 �O _ BUILDING DEPARTMENT . 'INT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: SJ y Company Name: Name.- License No.: S-2-70 /"'X Address: Phone No.: �'�,L 17 JOBSITE INFORMATION: (*Indicates required information) *Name: L4--"AJ Ian ie *Cross Street: "Phone No.: Pen-nit No.: Tax-Map District: 4000 Section: Block: a Lot: T_ ' *BRILF DESCRIPTION F WORK(Please Print Clearly) ce l " (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YE NO Temp Information. I ded) *Service Size: L-1i�Pha3P 00 150 200 300 350 . 400 Other I*New Service: Re-connect Undergrou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION cp .82,Request for Inspection Form `0 r(�9 1lJ `•�j i • L v c c e V - +�'} 'fit+ "dtr 1a�rol�Ir�k}3f%/rd i�,C"aun - r a{fke ds lyloA A(p,r90 R ,z. -• I ( f':P• � � Pres �i t W •F f � r I ��� ' pp S L S r i � • � f � 1 ' a MR 0ca COIV :. AND m ' J I bfl�l 81� mLO ; iBA r I N 7-42WVv Ute' COU 7-HO4.D t C14 /Vow Yo&x 4 ccrrirry arrd B k�,. surYay�d m !�1I�TvYL. ..5 I t ZZ DS PFq,9 4. 0757--\ Q� Nk; OF NEWl(O S.C.T.M. N0. DISTRICT: 1000 SECTION: 89 BLOCK: 2 LOT(S): 4 � rrrrrrr � STON �� �DRIV�yAY z LOT COVERAGE - NYS DEC DWELLING W/SCREENED PORCH - 1,163 S.F. CONC PATIO - 333 S.F. a LOT 25 WOOD STOOP - 85 S.F. o EXISTING LOT COVERAGE - 1,581 S.F. or 7.9% o plpE 666052'20"E U.P. 3 200.00' PROPOSED SWIMMING POOL - 560 S.F. W O 3 ' PIPE ELEV. 4.0 PROPOSED TOTAL LOT COVERAGE - 2,141 S.F. or 10.7% O O o \ W MIXED FINES clio LOAM, DEBRIS N —' �� O 10"OAK 20" O 0.5 12'OAK 16"OAK a 4 " DARK RECEIVED $ � BROWN LOAM 1.0' NY#4 N a 18"OAK N O ❑ S 6'OAK BROWN s AK r' \ �,� "=A; CLAYEY SAND 3 6' LOT COVERAGE — TOWN OF SOUTHOLD 20 ' s"oAI o0� J� pp__ 5 —� DWELLING W/SCREENED PORCH - 1,163 S.F. FEB ,f1 eD 20" 12" foo 1'C,p OSF WOOD STOOP 85 S.F. t O WATER 1N 4 a ``.• GLO _• BROWN EXISTING LOT COVERAGE - 1,248 S.F. or 6.2% 97.58 °pD 6 CLAYEY SND 4.0' 9 �N WATER IN 12' 12' E30ARD OF APPEALS PR SED--'- \ SB4no - -� LOT 28 FINE PROPOSED SWIMMING POOL - 560 S.F. v ' as FRM. SHED ryaL P 1 8 OAKZ.rL.YTO PROPOSED TOTAL LOT COVERAGE - 1,808 S.F. or 9.0% ° COARSE O D D. v D o °N° 8� SAND 106.1'' ° `c'vTC 6° 0-20% GRAVE 41.0 r+ .57.0' a 36 0Cb CQ WATER IN ry �i4WW,1 ;L.P. 914„0� O BROWN LOT 26 O FINE Bldg Dept copy from ZBA WOOD ry= Final review d cuments STOOP I,o TO MEDIUM F '� ;L.P./ SAND ' Date:ZBA File 7 O _ ate: °D 3 .yD•D ' O �- McDONALD GEOSCIENCE PIPE �. s' STOCKADE FENCE ALONG LINE m JAN. 14, 2014 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL —01 N66o 52 20 W 200.00 1 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NAVD 1988 AREA: 20,000 S.F. OR 0.46 ACRES ELEVATION DA TUM: ------------------------- UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA TION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY p MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN p ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION O LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. LOT 27 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 26 CERTIFIED TO: MELANIE BELKIN; ORCHARD LANE MAP OF: CEDAR BEACH PARK SITUATE AT BAYVIE FILED: DECEMBER 20, 1927 AS #90 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FIRM PANEL 0167H SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FIRM ZONE AE (EL 6) P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #13-224 SCALE: 1 ”=30' DATE: DEC. 20, 2013 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk ROOF'SLOPE TO MATCH HOUSE WOOD SIDING TO MATCH HOUSE { T M E R Y L K R A M E R t! j- :1-I a r c h 1 t e c t ff 1= I 7- 04 4 213 E , FRONT STREET POST OFFICE BOX 683 TGREEN PORT, NY 1 1 944 1 � � ISI 1I` EIW I i. ' :1 i i !_1 } I j I. j. I 6 3 1 - 4 7 7 - 8 7 3 6 mkarchitect c 0 m RECErV,ED G)J�HSIDE ELEVATION FEB 2 7 2014 ED Scale: 1/4° = 1'- BOARD OF APPEALS BELKIN RESIDENCE 1700 CEDAR BEACH RD SOUTHOLD, NY 0 &SLIDING GLASS DOORS FROM HOUSE N PLAN AND ELEVATION TA from Z6A g1d9 Qept coPdY dacumen Fina►revieW� ZBA File# pate: i 12'-0" A�l © 2014 Meryl Kramer Architect SHED FL??R R PLAN All Rigits Reserved 1 Scale: 1/4" = 1'-0" <r f r�u.r��•crs ry r�r- ,�.� •Sr�:.,�i r-;�i o /•'��:�p :..-G4�rI/ -�sgf;'9 ,�rr'�:'�r-`-i{�sf�;r:�cuui•�'i , S 665?'zo" z oo.ao 10 n 25 v .. �-� �. N, �S6�,�,V°,2 O'�� ,z O Gs•a v �7J `I �L�r V= ;�.=".� ,�✓i n ' U i ice%��•S/ �.9/� G R U.4 !� L ,q (P;r'✓:��"�> .tear) -�------ - ..— - 2- , •'moi"..�.— 'j�-�.,_. �� L iacrs�red t.�nd�ur���arts I S.C.T.M. N0. DISTRICT: 1000 SECTION: 89 BLOCK: 2 LOT(S): 4 r r r r r r W LOT COVERAGE - NYS DEC DWELLING W/SCREENED PORCH — 1,163 S.F. ELI CONC PATIO — 333 S.F. 4 LOT 25 WOOD STOOP - 85 S.F. w EXISTING LOT COVERAGE — 1,581 S.F. or 7.9% o PIPE S66°52'20"E U.P. 3 200,QQ' PROPOSED SWIMMING POOL — 560 S.F. w � PIPE 3 / ELEV. 4.0 PROPOSED TOTAL LOT COVERAGE — 2,141 S.F. or 10.7% O 0 / \ n MIXED FINES 10"OAK N 20"OAK LOAM, DEBRIS 0.5' OVEd 4 '� DARK NYT#4 �� \ 12 OAK 16"OAK V•� BROWN LOAM 1.0' Q) 18"OAK N —_. .- BROWN 8'OAK V6"OAK �, -' =�f'' � CLAYEY SAND 3 6' LOT COVERAGE - TOWN OF SOUTHOLD 4 20" 00� � S.O 5 �� DWELLING WP SCREENED PORCH — 1,163 S.F. 18"OAK \6"OA ���%__. 12"0 00 _ ...�._. pp. . P WATER IN WOOD STOOP — 85 S.F. Q GNO•� ! BROWN EXISTING LOT COVERAGE — 1,248 S.F. or 6.2% o V 97. c�S qlo 6 CLAYEY SAND 4.Q' 5' ::: ::" CRq F( PR SED \ g i WATER IN 12°' 12' ., —� FINE PROPOSED SWIMMING POOL — 560 S.F. �j EW SRM. HED �` ry� 2y3ss• f L.P.17 LOT 28 TO PROPOSED TOTAL LOT COVERAGE — 1,808 S.F. or 9.0% C °p 6 \3�� F �F�NPy \� / e„OAKt l,y�� COARSE 106.1' n ° a� F�l4 90 c 8 1 SAND �� DEQ 41.0' 0-20% GRAVE' 5.0' 0 �l 9 `� O WATER IN P° D ti c�o� L.P./ 14"OAK BROWN w000 y21v�Qo� LOT 26 o FINE STOOP I,° I p 1 TO MEDIUM SAND 10, McDONALD GEOSCIENCE JAN. 14, 2014 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PIPE N66'52'20"W 6' STOCKADE FENCE ALONG LINE200.00' , LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS `” AND OR DATA OBTAINED FROM OTHERS. NAVD 19BB AREA; 20,000 S.F. OR 0.46 ACRES ELEVATION DATUM: ------------------------- p UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY o MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 00 ONLY TO THE, PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LOT 27 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS,OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 26 CERTIFIED TO: MELANIE BELKIN; ORCHARD LANE MAP OF: CEDAR BEACH PARK SITUATE AT BAYVIE FILED: DECEMBER 20, 1927 AS #90 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD XENNETH M WOYCHUK LAND SURVEYING, PLLC FIRM PANEL 0167H SUFFOLK COUNTY, NEW YORK Professional. Land Surveying and Design FIRM ZONE AE (EL 6) P.O. Box_ 153 Aquebogue, New York 11931 FILE SCALE: ' DATE: DEC. 20, 2013 PHONE (631)298-1588 FAX (631) 298-1588 #13-224 1 =30 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M.# DISTRICT: 1000 SECTION: 89 BLOCK: 2 LOT: 4 WIRE FEN4G WOVEN WIRE FENCE TIED TO WIREE FENCE -^-"OTEXTILE — 1752 OPENINGS-14 GAUGE 175*C OPENINGS 48"MIN.FENCE POSTS,DRIVENr— :': APPROVED BY COMPACTED SOIL 48"FENCEPOST MIN.IS INTO GROUND. 8'O.C. POST TO BE EITHER STEEL sw GEE BURIED E OR 2"HARDWOOD �r J EXISTING RAW BALE �— OARD OF TRUSTEES ' . GRAD TO BE BURIED IN GROUND, STING GRADE OFAS SHOWN DATE it 22'46"WOOD STALES • RIVEN MIN.I BELOW ! STRAW BALERik] �r #1 / n \STAKED STRAW BALE WITH SILT FENCE F� � � �� '`�jr— ''- .4 BOUNDARY AS �® DELINIATED' BY EN-CONSULTANTS �— MARCH 2,` 2014 #2 �— ' #3r— STONE. DRIVEWAY 1.._.._ #4 _ _ '""~-••_.._`� #5 _ PRECAST TRAFFIC LAND N/F ' `"- -••_.._• _ _ - - __-..----• SDR 35 PVC INLET PIPE SEE BEARING CONCRETE r— Z PLAN FOR PIPE SIZE DOME OR SLAB TOP RAYMOND AKSCIN LOT 25 ^� Q PROJECT LIMITING 2'-T MAX a PROPOSED SILT FENCE TO BE I T LED (0 OP OF DRYWELL L� BLUESTONE/MASONARY WALK PRIOR TO ANY CONS R TION to ❑ ❑ 0 ❑ Li (SEE PLAN FOR 0 188 S.F. ACTIVITIES. SDR 35 PVC OVERFLOW PIPE ❑ ❑ 1=1 p ❑ ELEVATION) p PIPE _ _ " 66052 X20���'' U.P. �� - 3 200.00 i' SEE PLAN FOR PIPE SIZE ❑ ❑ p 13 ❑ C❑ BACKFILL 3'-0"MINIMUM �lj W OPOSED CONC. / - DI PIPE ❑ ❑ ❑ AROUND DRYWELL WITH R p 3 /'-' ETAINING WALL / PLANTING AREA EXISTING CONC. PAI 1 MEDIUM COARSE ` oG\ LINEAR FT. / - TIO iV ❑ ❑ M ❑ 0 fSAND/GRAVEL TO BE REMOVED AND REPLACED W ❑ ❑ ❑ ❑ �RcS _ _ ,;;;, '-32"„ (IN-PLACE) WITH BLUES70NE/MASONARY o ❑ ❑ O PRECAST CONCRETE N PATIO. O .., .. ... pVERH 4 �s 2 0 1 x(3.9) _1 � STORM DRAIN RING i--. - ,.i I 4 2'-U'MIN PROPOSED �z \ 12 OAK �' " "� "' 4i5}� " _- - ►Fa OUTDOOR SHOWER (3.7 I%' 1%% '%��� 20 OAK RQ� p GROUND WATER LINE NYT4 t^� ` ""' "' " 6` (TO BE REMOVED) 18 OAK G 1a. NOTES: ,� .. .� / 5.5'x6' J' 16"OAKS " .:': ;;, ti0 NON-RATEABLE SOIL ^ 6"OA 'a „% I5. "%� Q05 �` TATE AND LOCAL DRYWELL TO BE INSTALLED i 8"OAK I - ' LAWN ...; ::.:.::. " QF�D PROPOSED CONC. AS PER S 4' 5.6 ;:.: "� ";", SOIL CLEAN MEDIUM COARSE + .b;: :::;:'_;:<:<;:<;:..�Q ," - RETAINING WALL CLEAN MEDIUM CODES 28 LINEAR FEET COARSE FILL BACKFILL i :20"OAK, ., O ;•;;:r:::.. 3.6: .................. r :;?• O: SEE PLAN FOR WIDTH '42.OAK :..:.. k ::::;: 0 ::tr:.:<6„OAK;. :•:.� .0,- ................... , ,. i -::•:.. 5.. AND DEPTH ;:;:ell A, 1,-,” r is 7 ::... .................................... :::•:......:::::::::•: :::•::;;•;::::•;:.....•: PROPO ED A i ,, .3 r 9T LOT 28 / ,,,,,,,,, PROPOSED sH 8 % T'LAwN Oie RECAST CONCRETE DRYWELLVEL POOL EOP.12'�� F6�SAr well 8"OAK ° LAND N/Fction Not to Scale DRY �L iJci a ?S`Tse, S8 % 5x9 xt�.a) OF W W g to'x ' �P.� o�F�� QS�� - RAYMOND AKSCIN 106. 4,0� T�oN�y 8 � �YsO � le 41, PROPOSED 4' HIGH 1100 ���o FENCE W/SELF CLOSING LOT COVERAGE - NYS DEC ^� o / 10x2 36 O�tv CONC. STEPS 91 pq� p GATES DWELLING W/SCREENED PORCH - 1,163 S.F. co / / 8 q ��V4 V� 4'x5' r CONC PATIO - 333 S.F. p WOOD STOOP - 85 S.F. w WOOD ry?��� Q LOT 26 /� 0 EXISTING LOT COVERAGE - 1,581 S.F. or 7.9% STOOP -PRePOSEr PROPOSED SWIMMING POOL - 560 S.F. ' BLUESTONE/MASONARY WAL PROPOSED SHED - 144 S.F. O 67 S.F. PROPOSED CONC. WALKS- 255 S.F. PROPOSED OUTDOOR SHOWER - 39 S.F. 4-- EXISTING GRADE PROPOSED TOTAL LOT COVERAGE - 2,579 S.F. or 12.9% \•/ PIPE 6' STOCKADE FENCE ALONG LINE — 6—PROPOSED GRADING N66052'20"W 200.00In NO FILL TO BE TRUCKED IN - 30cy t OF FILL INSIDE PROPOSED LOT 27 APPROXIMATE LOCATION RETAINING WALLS TO BE DERIVED FROM LOT COVERAGE - TOWN OF SOUTHOLD OF EXISTING SANITARY POOL EXCAVATION AND REGRADING ON DWELLING W/SCREENED PORCH - 1,163 S.F. ELEV. 4.0 SYSTEM AS PER OWNER. EAST SIDE OF PROPERTY. WOOD STOOP - 85 S.F. M .,, FrNEs LAND N/F EXISTING LOT COVERAGE - 1,248 S.F. or 6.2% LOAM, DEBRIS 0.5' 0 OF DARK PATRICIA MELLY PROPOSED SWIMMING POOL - 518 S.F. BROWN LOAM 1.0' O EDWIN OLSON BROWN o PROPOSED SHED - 144 S.F. • r CLAYEY SANG �1 R PROPOSED OUTDOOR SHOWER - 39 S.F. r 3.6' PROPOSED TOTAL LOT COVERAGE - 1,949 S.F. or 9.75% WATER IN BROWN � Ir CLAYEY SAND 4.0' f;H R 2 7 2015 15 WATER IN i r FINE i 'To I FIRM PANEL 0167H 3 COARSE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL oD FIRM ZONE AE (EL 6) LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS o-lox GRAVE 5.0' ORCHARD LANE � f " ' "`_.A AND OR DATA OBTAINED FROM OTHERS. WATER IN AREA: 20,000 S.F. OR 0.46 ACRES ELEVATION DA7UM: NAVD 1988 BROWN FINE UNAUTHORIZED ALTERATION OR ADD17ION TO 7HIS SURVEY IS A VIOLATION OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY TO MEDIUM MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SAND 10' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. McDONALD GEOSCIENCE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE JAN. 14, 2014 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 26 CERTIFIED TO: MELANIE BELKIN; MAP OR CEDAR BEACH PARK SITUATE AT BAYVI W FlLED:DECEMBER 20, 1927 AS #90 SITUATED AT BAYVIEW TowN oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 03-25-15 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 09-23-14 � + f P.O. Boa 153 Aquebogue, New York 11931 REMSED 09-11 -14 " ' PHONE (631)298-1588 FAX (631) 288-1588 FILE 13-224 SCALE: 1 =2O DATE:DEC. 2O, 201 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy a Kenneth Ii. eoychuk TIDAL WETLAND BOUNDARY • AS DELINIATED BY EN-CONSULTANTS Drainage Calculations and Structure Schedule •_•_ MARCH 2,2014 Drainage B E LKI N Structure Size Elevation Invert In Invert Out RESIDENCE Proposed Concrete Walkway+Existing Terrace (573 sf walkway+terrace@ 100%) 1700 Cedar Beach Road • "-'�� , Southold, NY • ._ 573 SF x 2" rainfall (.167)=96 CF/10'Dia. Drywell (68.42)=1.4'depth req'd GRAVEL DRIVEWAY WETLAND SETBACK DIMENSIONS DW-110'Dia x 2'depth TD-5.5 APPROXIMATE AND SHOULD BE VERIFIED BY 2'depth provided X SURVEYOR. Swimming Pool Backwash Drywell (2.3) PD-1 10'Dia x 2'depth TD-5.4 z °� w �� �° ELEV.4.0 Q +m j MIXED FINES o a O LOAM,DEBRIS °5, L E G E N D LL- C%4~ m > DARK +�m� - - _ 1.01 ua _ m ._- BR B OWNAM -- PROPERTY LINE mars) 'allpoetzel � __- - - Sbb°52'20"E � �'�� O 200.00' �� CLAYEY SAND 3.6' LANDSCAPE ARCHITECTURE _� x TIDAL WETLAND till 11 111 111 IIImmmm!!!" !!!!11!1!!llllll!l!+H+H4+111!lliiiiillI (3.0) WATER IN BROWN BOUNDARY BROWN 4.0' � NORTH FORK HAMPTONS (3) WATER IN X(9.0) EXISTING ELEVATION 8595 Cox Lane-Suite 7 PO Box 1397 / LIMIT OF FINE Cutchogue,NY 11935 530 Montauk Hwy,#203 / TREE PROTECTION TO +25.18 PROPOSED ELEVATION Ama ansett,NY 11930 b FENCE DISTURBANCE - , " TO g ROPOSED SAND phone: (631 209-2410 CD --- -- 3.2 EXISTING TREE BALES 0-20%GRAVEL - (5) --- - fax: 631 315-5000 _ TREE PROTECTION t 5.0' EXISTING CONTOUR ( ) TREE - TO BE REMOVED EXISTING LAWN SILT FENCE/HAY _ FENCE (SEE DETAIL 4) PROPOSED CONTOUR email: mail@mplastudio.com (TYPICAL) * (TYPICAL) WATER IN \ " BROWN / PROPOSED x Ir- o FINE ® EXISTING TREE TO REMAIN OUTDOOR SHOWER 2 _- - - A TO MEDIUM EXISTING TREE TO BE REMOVED EXISTING LAWN ) x �7.6 _-- --- - �A) � � � - _ o SAND 1°, SURVEYOR: I 4"SDR 35 PERFORATED x x TEST HOLE PIPE CONNECTED � (3.75) � (4.5) � Kenneth Woychuk LS TO DRYWELL \ 5.6 +3.6 ,� TEST HOLE DATA LIMIT OF DISTURBANCE N.Y.S. Licensed Land Surveyor / EXISTING TREE (4.2) TC 7. (4 ) (SEE DETAIL 2) � x � (4.$) x McDONALD GEOSCIENCE P.O. Box 153 (TYPICAL) / x I 4 - JAN. 14,2014 Aquebogue, NY 11931 - - _(4) � TIN x(51) 04.7) TREE PROTECTION FENCING (631) 298-1588 / 76 PERMITTING CONSULTANT: 5 X LAWN -x En-Consultants PROPOSED BURIED (4.6) '- - 5) PROJECT LIMITING FENCE PROPANE TANK \ +5.6 5.6+ C 7.6 Robert Hermann / - 5 _ - 1319 North Sea Road 5' 3.6 Southampton, NY 11968 5 F PROPOSED POOL - - O TW 7.6 3 ) 83-6360 , O PROPOSED � 6 1 2 \ , 5 6\ COPING EL.-7.6' + (6 D DRYWELL - l5) H x(5.4) 195 SF CONCRETE, 6 ACCESS // -WALKWAY / PROPOSED ori RA9�, ;'% PD - 1 PROPOSED POOL DRYWELL ® x, GEN PROPOSED' TC 7.6 SHED ;. ; ', ';/,;,' "STRIP DRAIN 12'X 12' /.-'i; PIPED TO DRYWELL CONSTRUCTION , TREE PROTECTION % /. SEE DETAIL ) LP EXISTING LEACHING POOL , FENCE +6 ��) EXISTING 328 SF ACCESS FROM EXISTING !'�� a"SDR 35 PVC _ ; CONCRETE TERRACE PROPOSED 7 GRAVEL DRIVEWAY O 1 4"SDR 35 PVC ON GRADE TO$E FENCE / \ BACKWASH i' 6 0 PIPE(TYP.) 5.6 LAWN CONCRETE / \ DRYWELL' \\ i + j .REPLACED " % . Tc 7.6 WASHOUT AREA ' IN KIND (7.4) --- x PD-1(SEE DETAIL 3) fib\ I i I TOPSOIL I I\ I /�/O'0 .6 LP O i 5.7 STOCKPILE �r ,� 0��` P 58' caj04'op `. dal PRECAST TRAFFIC AREA ' PROPOSED i� v �� + '�C OS \ 10'X 2'POOL 'o`-NCO O RFTF��8> O SDR 35 PVC INLET PIPE SE BEARING CONCRETE \ \ BACKWASH owe ` EXISTING ^%Gleg6, tw O PLAN FOR PIPE SIZE DOME OR SLAB TOP SITE DATA: �� RESIDENCE F, .fir b _ ��' -�� ���� FFL@ ENTRY-10.0' 5.8 77 / GRADE SCTM#: 1000-89-2-4 2'-0"MAX Lot Area:20,000 sf or.46 acres EXISTING GRAVEL to'x 2'DRYWELL 5.7 TOP OF DRYWELL TW 7.6 o PROPOSED / \\,�� 41'-0" ( ) Z DRIVEWAY DW-1 ® SDR 35 PVC OVERFLOW ❑ ❑ ❑ ❑ ❑ SEE PLAN FOR (TOP DRESS AFTER ELEVATION)/ NOTES:CONSTRUCTION WITH \� 76 / PIPE SEE PLAN FOR PIPE I `__ TW LP APPROXIMATE SIZE MATCHING GRAVEL) EXISTING 76 LOCATION OF S < 1. Base ma information based on survey ENTRY o BACKFILL 3'-0"MINIMUM p Y PORCH SEPTIC ❑ ❑ ❑ AROUND DRYWELL WITH prepared by Kenneth Woychuk LS. ❑ ❑ ❑ ❑ 1 4"-1 z"MEDIUM COARSE 2• This drawing is for the purpose of WOOD WALL EXISTING / ` ❑ ❑ ❑ ❑ SCONSTRUCTIONobtaining . only. NOT FOR XISTING ❑ AND/GRAVEL TO REMAIN WOOD 11 [71 E71 Elrized 3. Unauthoalteration of this plan is a TO REMAAININ LP ❑ ❑ ❑ PRECAST CONCRETE violation of NYS Education Law. I\ I STORM DRAIN RING - - 2'-0"MIN HEIGHT AND DIAMETER f GROUND WATER LINE AS INDICATED ON PLAN NON-RATEABLE SOIL NOTES: 4 6-0"MIN DRYWELL TO BE INSTALLED CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL AS PER STATE AND LOCAL COARSE FILL CLEAN MEDIUM COARSE BACKFILL CODES N66052'2a W 200. SEE PLAN FOR WIDTH REVISIONS AND DEPTH DATE DESCRIPTION PRECAST CONCRETE DRYWELL Section Not to Scale APPROVAL OF STOR TER MANAGEMENT CONTROL LA -T wn ode p r 6 Date: 3 Zc( 1,6- 18'-0" S18'-0"MAX. C. to C. U Approved by: U- U: m SHOWER ENCLOSURE , . O Q � DRAINAG I PECTtONS ARE REQUIRE s e a 1 RADE i L -�-� < �� Contact TOS Engineering at 765-1560 before Uw 1 ;o _ � �-- , Backfill, OR Provide Engineer's Certification =-- that the drainage has been installed to Code. JPfI(C�F9 ELEVATED WATER LINE N PITCH TO DRAIN POOL WALL a rye OLu � r SI!" 1S��A'��FP�FONTROLSa = - NDS MINI CHANNEL DRAIN SLOPE �`WITH GREY GRATE-PIPE PERSPECTIVE VIEW Shall inclu a ot be limited to: TO DRYWELL AS PER PLAN GEOTEXTILE A well maintained Construction Entrance, ��T o07 35A WIRE FENCING III ° TIED TO Wire Backed Silt Fencing stabilization & F I F WIRE FENCE BEDDING DETAIL Seeding of exposed and/or inactive soils. -� 1 '-- I I _I a 12"x4"OPENINGS PITCH PATIO RUNOFF TO DRAIN 4 48"FENCE POST ° 4"PERFORATED SWIMMING POOL EXISTING COMPACTED SOIL 8' O•C• ANGLE FIRST STAKE TOWARD y��'_�, TITLE:I GUNITE I= i' DRAIN PIPED TO ° a GRADE GEOTEXTILE �'�� f^ L ST O R M W AT E R ,,,,,,,,,�„�,,,, STRAW BALE PREVIOUSLY LAID BALE DRYWELL �L 2 - t o X�--'�a- X-X- - x-x-- TO BE BURIED EXISTING GRADE I- + I -- =--1 -_ a° = - - - ° X-X° IN GROUND, FLOW I 1I i- I I � ° AS SHOWN �^���-� n MANAGEMENT = CONTROL PLAN � _ n ° r.� �, BOUND HAY BALES H112 x2 x36 WOOD STAKES I * -..= =1 a 2 PLACED ON CONTOUR -- I' DRIVEN MIN. 12"BELOW. -� -I 6" %ten 1I L J-�III 2 REBARS:STEEL PICKETS OR 2"X 2"STAKES STRAW BALE° NOTE: 1.5'TO 2' IN GROUND. DRIVE STAKED FLUSH 0 5 10 -1 a MAXIMUM DRAINAGE AREA WITH TOP OF HAY BALES s 1/2 ACRE / 100 LINEAR FEET a o SECTION DETAIL ANCHORING DETAIL Scale 1"=1 09 Z DRAWN BY: S.PAETZEL,RLA 2 OUTDOOR SHOWER DRAINAGE DETAIL 3 CHANNEL DRAIN DETAIL SILT FENCE 5 STAKED STRAW BALE DATE:2015.03.12 L-1REVISED: Section Not to Scale Section Not to Scale Section Not to Scale Section Not to Scale SHEET 1 OF 1 L S.C.T.M.# DISTRICT: 1000 SECTION:89 BLOCK: 2 LOT:4 vn�wr,�o wovelwaere+ce •--� .-� r .� �� �� �•� � r �� .--- T�rowRe a m•L»Daie3•uwuce � �� � �' �� - l--J -� .J �-r � wL°Anm QLFxLA1D5l @ERC181Q1.0L6,0.aVB1 � r r r .--' i---' r �• r �+ Lxs1No eoc �,".Iawro FAOI9,L , �'"�� �eA.r>e oxrlOtuaa®vo� •-- TRfOL'WOOa51A3E3 IY3DaW ' ^ al /n\6TAHPn eTR.W 1iA1F WIT1150.SgF mP •-- 17DAL WETLAND BOUNDARY AS DEUMATED BY EN-CONSULTANTS _ MARCH 2,2014 a2 STOAE qq 0 ..................... `.._..-. PRECAS37RAFNC ^- ' . TE .._..-..� q - -._..-1_._..-......... SDR 35 PVCINLETIPE tD QORSLA CREPLAND N/F LOT 2$ r0 PWLFORPIPESRE MEORSU810PRAYMOND AKSCIN PROPOSED OF sR FrR OI TO BE lm ; 7•(rMAxCONC,WALK AORTOTO ANY CON CTION N) OF DRYWELL 183 SF. O PLANFOR SOR35PVCOVBtROWP' D O CA710MS6652'20"EU.P. 200.001 1- ` Sff PLW FOR PIPESREOPOSED CONC. IPE D 0 LTNNINO WALL // 0 D UKDDDDRRYYAWk 1I WIPODo C3 1VEL 0\ UNFAR FT• / iV PLAP41NG AREA D O[ D GM[ORIMCOARSE jpN RA 2 D _^ O 0 O CCONCRETEPROPOSED L Q4N - - 2•�MN M DRAMIRWG R"4 333%.,,!: :; ,,pO°' ODUf000 65HOWER ♦ i .. 31r , 180 _ 13SO. NBRS... POSED LAWN __^ +± P� O WNDWAIL PW9ITO BAND LOCAL {�1-I ice, :•• "� �''SF ;• RETUNING WALLL" CLEANMEDNM 3C&CLSANMEONM COARSE OC AS PER STALE :f10.�AK..432 „/••" O .• 'rr` < ' 28 NFM FEET COARSE RLL BACqul r l ,,�J3••1^% OhOAKr '.",i�nL4y•: SEEPLANFORWiDIH �./ �' •+D'Y.:::::: .......PROPoMti,l'0.; `.,. jt ^cS_:.:.._. �. .. ,O• AND DEPTH :iPROPosEo �7Bgc 0.3'•i 9 LOT 28 9FA G ;'..;.,," POOL EOP.12% �" .4� �,!,.. �µ'I+.�.% PRECAST CONCRETE DRl'WELL R4tg2D �•4g v LANOF N/F.. _...___ ... .,Sec6°".... .. ----_...-_ NOtto3cme 1 W ' RAYMOND AKSCIN ._..._.__.._ __.........__. t' 106.1• d°D 8 AQ O b - 41. r PROPOSED 4'HIGH C7 / f0'v1' J • i FENCE W/SELF CLOSING LOT COVERAGE-NYS DEC / Y QO• q; 'lIr 35re 9 13'0 C GATES owauC W/3CREEND)PC H-1.10 SF. / CONC PADA - S.F. WOOD LOT 26�/ WOOD STOP-66 S.P. or .BR STOOP PRO SEC PROPOSED SW,TININO POOL-WD S.F. PROPOSED SHED- .F. w / I PROPOSED CONC.WALKSL44 S 255 SX. � \ / I' PROPOSED OUTDOOR SHOWER-39 S.F. PROPOSED TOTµ LOT COVERAGE-1.379 Sr.w 12.98 PIPE N6.6°52'20"T9 6'STOCXADE FENCE AL NC UNE 2,00.00' 1 -B-PROPOSED GRACING NO FELL TO BE TRUCKED IN- 30cy t OF FILL INSIDE PROPOSED LOT 27 APPROXIMATE LOCAT ON RETA NTNG WALLS TO BE OFRNEO FROM LOT COVERAGE-TOWN OF SOUFHOLD OF EXISTING ER OW Y POOL EXCAVATION AND REGRADING ON DLV.1.0 SYSTEM AS PER OWNER. I LANG N/F CAST SIDE OF PROPERTY, O�sWr3oawREENED PORCH-I,I(U s.F >i3 SF. ,Ow comsat 2.5' O OF PATRICIA MELLY ro �'0 o EDWIN OLSON PROPOSED OI E POOL'513 SF. PROPOSED Cum sRxe ^ PROPOSED OUTDOOR SHOWER-39 S.F. aawt E.t n n r. PROPOSOC TOTAL LOT COVERAGE-1.949 SF.°r 0.738 C SNC 1.D' A'xJ .�:ti0:'t GA'O P., ' ;u,' ,I ' -al3�y/daul oow c FIRM PANEL 0187TH 1�n•tyl,12. ,. .M FIRM ZONE AE EL 6 LOCATIONS SUPPLY, oKY AR£�OYFR �a�oasEERvan�av3� S.D' ORCHARD LANE AND OR OATH ODTNNED FROM OTHERS a oN°1 AREA 20,000 S.F. OR 0.46 ACRES NAVD 1986 mr ONAUJHOTIm ALIERA7NV OP ALW1fON ID JWS SURVEY f5 A ON r B 0 SEG& TO OF AHE NEW E Y. EDUGTN.W 401 COPLES I DRS LLR UN meNo.N LO• NN'NOT HEMINO l]R:LAND SWIVLIDRS EMB053➢SEAL 9VJJ.NOT DE OGYR90ETRm ro 3L'A YA31D DPUf DOPY. GUARANIFES N'DICAFEO NFRCYAN WALL RUN } LLVLY ID 7NE PFRSCW FO4 DNCW]1✓E SURIEY 6 pREP.REO ANO ON fH5 BEHAE£JO""D"C01tPANY,OOVE4NYENTN AQENCY NM tp2V,y01N5D1U]NAY LkWN<lD OFASCIENCC USTFD"Elm AND N PE A59CNEL3 LV'iNE LENdWO(NSDNMN,CU mn2:3'ARE NOT IRANwSRABfE J.W.14,2014 THE 0i 15 ORONFNSRAVS VONR"WW MW THE FROFERTY LA'E4 TO CEL'STRUCRU ARF TCN A SPECRFTC PURPOSE AND OSE nORFIYME'CIEY ARE NOT INRNDED R;MOVAIENT DIE PROPERN'LMI OR TD GCM vat DWI—OF Fa=AODR10V.1L STRUCTURES OP AND ODOR A PROVELOV3R EASwL m AND/OR 5U05DRFALY STRUCRCRES REC44(RD LW L"RECp W ARE NOT WARANIZED t A•LE$S F'Nt'SRCNLY EVIDENT CMV Wr FRDRSES AT CIE ll x OF StAiIS'Y SIIRw®.LOT 26 CERTIFIED T0:MELANIE BELKIN; MAP Oft CEDAR BEACH PARK SITUATE AT SAW W —DECEMBER 20. 1927 AS #90 RELATED AT,BAYVIEW ' Too OF.SOUTHOLD - 1t8Mi'H v NDYCR171( a 81I3OPVRj6,PLf.0 SUFFOLK COUNTY,NEW YORK PmE..dau l Lad S-0 1,R end REVISED 09-23-14 PA).10-L53 L1FM b gue,Naw TorYDO 19931 REVISED 09-11-14 snE/13-224 SCAUD 1°=20' DAm DEC.20, 201 PRO=(a30d 1369 PQ(00 Fse-Law Mrs Usc Na o5OS92 i S.C.T.M.# DISTRICT: 1000!; SECTION:89 , BLOCK: 2 LOT:4 r - - ,„�,D .alecEwa .aNDLm+cElosTs.DWve, +WL1R.eoGRaW� �c r r r r r r r r r ,--- I �c Gw1L5mr eoe roeEaelam$ awowN II I1 - • rKDMw000� W r r aQA l-' �� �' �� � ' aRAWDUE 1z SEP 26 2014 ,— :I BDAL WEBOUNDARY AS /,/ 2.D BY EN-CONSULTANTS MARC � MARCH 2,20101 4 I �_ sroNE j I -._.. N5 R WNST� 1 �_ k ! 1.._.�.•" q .. SOR35 VCMFOR PIPESQEDOME OR SLABTOP \ , a D N/F LOT 25 ^� �- OF PROJECT UNRWG RAYMOND AKSCIN PROPOSED SILT FENCE To 6E 2a MAXJJAROUNDDRYWELLWITN oPOF DRYweL 40 CONC.WALK PRIOR TO ANY CO ON ISEEPIAN FOR 188 S.F. AOTMRES. SDR35 PVC OVERROWPIPE ELEVATION) S66°52'20"E U.P. JO 3 200.00' '-�� SEE PIAN FOR PIPESITE11 ACRFW.3'-0"MINUAUM AROUNDDRYWELLWIIN O MING WALL� / _ 1J'-1 J•M®IUM COARSE m\ N PUHfI�L AREA D SAND/GRAVEL ' ,• .:::: :�'., D YA '`` N Z \ O PRECAST CONCRETE � FROPO 01 �J ^ - 2-0'MSTORM GRAIN RING (, MY- OUTDOORR SHOWOT �• 12 Q4K J •: P.4D __ p GROUND WATER IBVE NYF� / 5.5.6' Q, .,, Y xv, /8'OAK G 1 - IT y(11F _ ��$1 HOUND WATER DRYWELLTOBEINSTALLID i� _ e'6TK I :: '/jgWN` w.7+ ^(s p PROPOSED ALL COEtSTATEAND IOGI CIFANARSE RLL SD6[1FANMEDNM COARSE CODES ' �� ••,• ,,•,• '"%1 'it:.;'�' -' 2 R FEET BACgdI x �� �'II '20'OAK12 r' ^'A.il�' '4;P••, ' P FOR WIDTH ......:: .Y.:',,,.,.., Y •- v r:,.i,4.r.y ALL - 4 ANDDEPRI ' RETAININ W / '' PROPosm oFe.F - _, 1 LOT 28 SH %T G POOL EOP.Iz'%1' - Zo - A1AWN;€ `" 1 _. A e'oa s LAND NI ^, PRECAST CONCRETE DRYWELL OA,,..._./__ POOL u �.. W _ 4Y / .J oo $: yo'syy'B' Sg ' $AI OF' - / RAYMOND AKSCIN^ 106.1' g O4OPOSED ,1, PR4'H1GH °� + % / 10.2 L' •Y FSO �," FENCE W/SELF CLOSING LOT COVERAGE-NYS DEC O,B, STEPS y/' GATES DWD1R10 W/SCREFNED DOWN-Id.S.F. Z WOODN P LOT 26 c ! WOOD STOOP-Des SSP_1 I ' STOOP I• --P PROPOSED SWa09NG POOL-360 SF. �sSS.F, _ PROPOSED SHED-I"sr. / O PROPOSED CONC.WALKS-255 SF. / 1 a PROPOSED OUIOOOR SHOWER-39 S.F. N86°52'20"T9 if PIPE 200.00' , 6'STOCKADE FENCE AL NG UNE B—PROPOOPOSED GRADING,+,L --4-- C GRADE PROPOSED TOTAL LOT O VV4E-2.5]9 SF.°r 12.9x `i3h — NO FILL TO BE TRUCKED IN- 1 30cy 3'OF FILL ITo BE PROPOSED LOT 27 APPRO)OMATE LOCATIO RETAINING WALLS NS BE DERIVED FROM LOT COVERAGE-TOWN OF SOUTHOLD OF OUSBNG SANITARY POOL EXCAVANON AND REGRADING ON DWaMO W/SCREENED PORCH-1,101 S.F. U.N.4.0 SYSTEM AS PER OWNER. EAST SIDE OF PROPERTY. WOOD STOOP-as S.F. NPm Fuss LAND N/F DFS os' a OF . PATRICIA MELLY PROPOSED SMAOJ G POOL-510 SF. — O EDWIN OLSON PROPOSED SHED-144 SF, tlATET swo 3.6 PROPOSED OUIDOOR SHOWER-39 SF. _ PROPOSED TOTAL TDF COVERAGE-1,949 5F.a 9.75X aA wm 4.0' I . FIRM PANEL 0167H THE WATER SUPPLY WELLS.DRYWELLS AND LLSSPOOL FIRM ZONE AE EL 6 ° ORCHARD LANE y LOG SHOWN ARE FROM REED 08SERVAITONS SD' g � AND OR DATA 081aNE0 FROM OTHERS. 1 w APPROVEV'BY AREA:20,000 S.F. OR 0.46 ACRES 2 ADWJ DANU; NAVD 1988 I 1/NAUINGR/d0 ALIfRAIKYJ OP aKMROV ID n4S SNTIEY n A NOLAnCN OF SECnOY 7209 Li'M£NETY YOWL SM IE Fnuunar LAZY. LYYYfS(Y RG SURF£Y I roJ"`mlw i BOARD OF 1 RUSTEES. uAP NDE eDwnvo THE J.Vm svnw❑*.Ws oVeossEv sEa swat Fror ee caraDERm m eE A vwD tBoc cm+r. aARANJEEY JNDrumT naJEw+sNA1J.RUN sao �d TOWN OF SOUTHO�D''..:': ontr m THE PfRsoN FDR mrca NE suR 5Y n PREPARED Ano oN res a 1A F a mE n c Ga PANr,oD xR T rAt aGLxcr Nm DOnD Jxsn U a MPDON.MD GEOSOENCE JLS,ED J¢ w,,AND TO WE AS1TOAffES w THE IDvanc aysnr9nav,GUARANIEIa AJiE NOT mwsvaTJA9Js JAN.14,2014 ♦� iNf MF'SE15 OP OLLJENSS+xDnS SNOYFI/POTE[VJ FROM ME PROPQNY ONES ro!RE SIRUCNRES ME i0V A SPEdF]C PURFtl2 AND 1/SE MWEIpPE iHLY NDE . �,`AI C NOT M1EA'DFD ED LPONUdrtNT ME PROPERTY IA'C5 LW TD GIYD£iIJE ERECnOY OF FENfIS AWrlIQWWI SIRUCRJR6 OR ANp DINER nmflOYFNpJIS EASFNENIS _ AMO/OP SLBR/RfACf Sfi4/CRORS RECL1®Ea OP(.PWECOFOFD ARf NOT 0Y/MANRID UJ¢E6 RIY9CAlLY ENOFNT OV R¢PREAOSES AT INE I)YE O�9Mt2Y SIIRYEI'on LOT 26 CERTIFIED TO:MELANIE BELKIN; MAP DD CEDAR BEACH PARK SITUATE AT BA`A I, DECEMBER 20, 1927 AS #90 SITUATED AT.BAYVIEW mwN m SOUTHOLD 1�'7S4'H Y 1TOYCAi1B IA11R0 BURVRYIEIC,PLT.0 SUFFOLK COUNTY,NEW YORK Pled-1 Lad SY¢ ybg Dad Dedgo- REVISED 09-23-14 �/�Q/ P.D.Boz 163 Aq-b zae,New York 11993 REVISED 09-11-14 FRE 1 13-224 WA.1"=20' DA>e,OEC. 20, 201 rKS IJ ��(WL1�'Leee rtr(e:u>>s9-Lea9 N.Y,S USG Na 050882 rmwvfe.W.nesr4,t eu"L Y.n®w i PmM4 x r,Jawt S.C.T.M.# DISTRICT: 1000 SECTION:89 BLOCK: 2 LOT:4 r r r r r r r r r r r r r r r r r r r RD,o rwE H.+cE EICE P�n�o�E„ r r r— ""�o� "�oDEADE :.""rorP r r r r r r r r r DRrRAQo�DD e r r �• r r r r .� rrrrr-- �DN � rrr.9� � rrr � .,E rr � SFrrr � s a" err - rrr9s rrA— • rr �rl1r—� r � r r r Ey rrrr— �D�DRn'ETwr / �fA r r PRECAST TRAFFIC LAND N/F SDR 35 PVC INLET PIPE SEE BEARING CONCRETE = OF PLAN FOR PIPE SIZE DOME OR SLAB TOP RAYMOND AKSCIN LOT 25 ^� 2-a BTAOCP KOHFLlOR-ELLPROPOSED SILT FENCE M BE BWSTOE/LLIFWALK MANY h ISEE PLAN FOR i�N ^ SDR 35 PVC OVERFLOW PIPE D p p p D ELEVATION) D,p, SEE PIAN FOR PIPE SIZE PIPE j DOC7O :ONC.� O AROUNDWITH PlANAREA EXISTING ATKli„_I+MEDIUMN CIMOUAMR SE LINEAR ToT13 D C3 C3 13 BE REMOVED'WD�PIAC� D D m o o BE (IN-PLACE)MTN - ,' �'%"%'• EV PATIO. D D C7 PRECAST CONCRETE 2,-0„MINSTORM DRAIN RING 0 PROPOSED \\ 12.OAK 'I IS- OUTDOOR SHOWER 'B, i5 i•• yy >.� %%• Iat�' GROUND WATER LINE S.S'w6' V� �i lebll(R�i ,-BE REIWYED)jRB�Dw�K j NON 0- SOIL _ TALLED a OAK a,F":•/ SEP LAWN ••• %yp�`j PROPOSED CONC. AS PER SWELAT BE AND LOCAL AS PER STATE AND IOCAI ... _ RETAINING WALL CLEAN MEDIUM SOn CLEAN MEDIUM COARSE CODES 20 LINEAR FEET COARSE FILL BAclHI, ::5::20•p1K%r_•C.x�%% �( '%..' NSZSS SEE PLAN FOR WIDTH jf, Irr X36. AND DEPTH �'w•.•..• pie LOT 28 Nµ% PRECAST CONCRETE DRYtyE PEA Qt1 T POOL®►.12x17"• B ,ye f1.ENN %';: 4 LL ' 1 W ) Vq q�_ FOO) Q'Je !� ANO OF emo Noi to s�oe _•C�1 'A1 \% RAYMOND AKSCIN V �[ •'Pr 41.0' PRO POSED 4'HIGH F01Q' FOO FENCE W/SELF CLOSING LOT COVERAGE-NYS DEC 14 GATES 0001PA 1 OW W/SCRE1.163D PORCH-1,TS.F. 41S COWL P -JJJ S.F. LOT 26 "°°°s DaP-°'SF. giDDP Q' 4.0 . PROPOSED SWIMMING roa. BOB BF. F+i .fir PROPOSED SEED- LK 2” O BT S.F. PROPOSED COML.RISK-7R F. � in PROAOSD OI/1000IL SIPOIIEIE-]0 S.F. PROPOSED TDTA LOT LOWDMQE-7.379 S.F.a 12." PPE I d'SIOCJ(AOE FENCE LIFE 1:fi —6—PROPOSED GRADMIG COSTING TT�� NO FILL TO BE IN- FRM. RsA I OF FILL INSIDE PROPOSED LOT 27 APPROXIMATE LOG SHED RL7ANINC WALLS TO—BE DERNED FROM L07 COVERAGE-TONT OF SOUTHO D OF DUSTING SANITARY 8.2'.12.2' POOL EXCAVATION AND REGRADING ON DWEu»lO W/SCRCDDm PORCH-1,183 S.F. SYSTEM AS PER OWNER. EASE SIDE OF PROPERTY. WDOO SIDOP-e3 S.F. LAND N/F - u OF PATRICIA MELLY PROPOSED SPOOL 51e sF. EDWIN OLSON PROPOSED SHED -TSH SF.. PROFUSED OUID001t SNONTR-JY S.F. PROPOSED TOTAL LOT COVERAGE-1,949 S.F.d 9.137 Ohl. M'A IFR Y ,;V,f?' 11P R lLS A.M)'ESSPOgL LOLA%i— AHE.S+ORM I—nPO E1D SERVADQVS ORCHARD LANE AND-IA.r 11FO 1A 01ER AREA: E1FVAuw LMRAE NAVU 1988 LEVMVDROW3D ARRAncw OR AWBKW ro EMs SUVEY K A IlpAiIEPR 0•SECIEOV ltD9 OF RLr EEW mer surf EOUCAIA]V uW COPW3 OF RAs SLWIEI' MAP A1Dr BEARING RE LARD SMTEEWWS EE60ssm SEA SHALE wr BE LYF/mlRED ro WE A VALO m1.E am p/ARANEEs ACKATED HEREON SVAEE ALN MY m THE FERSOY FLIT WNON THE 9.W1EY Is PREPA AAD OV HIS BEHALF ro THE PTLE COMIFANY,0OVEWanNrA AODVCr Aro IEMDe.D MRnmOV urED HEREON,AHD ro DE AS9OIQS OF nE LOIlOWS--—.OD VFEES ARE HOT nFANSErzEalc RE OFSErs M niEl9Ol5 MNORN HE)EVW FROM RE PROERrr IWEs ro RE srRIRCR.FEEs Aar Fm A sfcWrc w.WPo:¢AAD u,F DEEFpPF nEr AAE MDP WXLED RF wA�EPRr nE FmxERrr L.TES MN ro GI.OF nE ERECIIOV Lr IDUNL AmiYlIC4 LY EMOCKTs ae AHO ODER aAWmEEEHrs EASEIO/R ANDAGT AEEW7EACE SrM.rRMS AE[VaED LEe NFECOB[ED ARE Anr aAawTEED IAaE3S PHF9rwttr EwoNr CM nE F1me>ES AT nE TIME OF SDRLEr SURVEY OF: CERTIFIED TO: MAP OF: FEED 111UMID AT: TDIIW OF: nNNBTHPut SUFFOLK COUNTY,NEW YORK ProfeeAonal Lnd Bu""II T end D-4. P.O.Boz 153 lguebogue,Nw York 11991 FEE d 7GEf+ MIC nlOa IezlpM-lw Ea(YET Me-Ew M Y.S Lm Ma asno E .rrre r�r r r.a a r�a w a wer A•-M�l ��Iknx �0" V-. W �Ph g' N"UNMA p", S �y' All, 'r N '� 111.1 P" ZVI.- 'All M 0 e M -g� RC;' = t'.":• .:i. ..� E "'A 31 Jj ............ Suffolk Co un ty Execu ve s Office of Consumer AT'Talrs VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 Com` f DATE ISSUED: 5/1/80 No. 2740-ME SUFFOLK COUNTY Master Electrician License This is to certify that EDWARD S REIFF doing business as UNDERGROUND SPECIALTIES INC .................... ............ 4 having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of . . the County of Suffolk, State of New York. . ....... . .... ................ ............... SUFFOLX=NTY0ePARTMENT OF CON$LNFR Af FARS Additional Businesses MASTER k ELECTRXIAN EMNARD S REIFF NM This te, that is-dtll -Wy 11censed bythe County Of' Suffoa y�y274044E A Director EN"i County Executive s-Office of Consumer Af iifi VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 7/1/78 No. 4436-H SUFFOLK COUNTY tion2e .1-inprovement •Contractor License This is to certify that ARTHUR J E---D--W---ARDS doing business as ARTHUR EDWARDS MASON CONTRACTING INC.---. sel .60 -ffi and subject to th havR S it d(_;Ck.)1dance with e,provisions of applicable laws, atti STATE OF NEW YORK WORKER'S COMPENSATION BOARD . CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a. Legal Name and Address of Insured(use street address onfy) 1b. Business Telephone Number of Insured ARTHUR J EDWARDS MASON 631-744-4455 CONTRACTING COMPANY INC. 1c. NYS Unemployment Insurance Employer Registration 929 ROUTE 25A Number of Insured MILLER PLACE NY 11764-2700 2410871 id. Federal Employer Identification Number of Insured or Social Security Number 11-2377925 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the certificate Holden The Guardian Life Insurance Company of America TOWN OF SOUTHOLD 3b. Policy Number of entity listed in box"l a": PO BOX 728 , 00984424-0000 SOUTHOLD NY 11971 3c. Policy effective period: 07/01/2013 to 07/01/2014 4.,Policy Covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. ❑ Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed:06/17/2013 By: s h, , ---s. S�a w Stuart J.Shaw, FSA,MAAA Telephone Number: 1-888-278-4542 Title: Vice President,Group Insurance IMPORTANT: If box 114a"Is checked,and this form Is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate Is COMPLETE.Mail It directly to the certificate holder. It box"4b"Is checked,this certificate Is NOT COMPLETE for purposes of section 2211,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit, 20 Park Street,Albany,New York 12207. PART 2. To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part'l has been checked) State Of New York Workers'Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed: By: (Signature of NYS Workers'Compensation Board Employee) Telephone Number: Title: Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5/06) Additional Instructions for Form DB-120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box "1 a"for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent, or the policy expiration date listed in box 3c': Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220.Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5/06) Reverse STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name and address of Insured(Use street address only) 1b.Business Telephone Number of Insured Arthur J Edwards Mason Contracting Company Inc 516-250-7142 929 Rte 25A Mille Place,NY 117654 lc.NYS Unemployment Insurance Employer Registration Number of Insured Id.Federal Employer Indentification Number of Insured Work Location of Insured(Only required if coverage is specifically limited or Social Security Number 112377925 to ceilain location in New YorkSYat4 i.e.a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Rochdale Insurance Company Town of Southold PO Box 728 3b.Policy Number of entity listed in box"la": Southold,NY 11971 RWC3290464 3c.Policy effective period: 3/1/2013 to 3/1/2014 3d.The Proprietor,Partners or Executive Officers are: Included(Only check box if all partners/officers included) all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certification of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days R7 a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate(These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c'; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By: Henry C.Sibley (Print name of authorized representative or licensed agent of insurance carrier) M f? grin 3r y , /,f Approved By: s` % 2/27/2013 (Signature) (Date) Title: Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier.CarrierPhone Please Note:Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form.Insurance brokers are NOT authorized to issue it. C-105.2(9-07)' Workers' Compensation Law Section 57.Restriction on issue of permits and the entering contracts unless compensation is secured. 1. The head of a state or municipal department,board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07)Reverse �E G A-C 13'-1rr V R9'-2 • R6'-10' B—C 14'-7" -D 18'-7" A tB-D 32'-1" 35 :tA-E 22'-9" v R26'-+ J s B-E 30'-4" 2o's• C /i ---i A-F -2 8"-10'/ R6' i i B-F': 26`-11" I A -_S "37' - =- - - F i 13.10-B-H - A-J 22'_7" ---J B-J 25'-3" a A-K 2.7,_7„ 8 B-K 18'-3,r a K $ $ B 8 H f 18'3' 13'6' 31'9' AREA= 458sq.ft. PERIMETER= ,�I JOB NAME , � YOS.CONC.� 10 10 SCALE— NOT TO SCALE REBAR= 13 FILENAME— K-2000 KIDNEY FORM TIES= 120 POOL-& SPA CENTRE DRAWN BY: A-+ A • B f 1313 i�:— E F / re rn.. room rei. (` rm..a P— To Yoa{N ie n.lum. (07 YN C"" . A Rosw Yee roam- .. Plan Piping Arrangemen Yat S.Cllen #{R.O.. OF NE C7 Section D-8 oPJ F� �sao v,s�c�..W c r. Typical Wall Section0. 0435g� Section A-A �. �FESS10 SIZE A. B C ll E F G N AREA CAP. +Fl.��. EEr Fr. Fr. FT. Fr. Fr. Fr. Ff. Fr. SQ.Fr. GAL Pumh.ee ` POOL & SPA CENTRE 602' 16' 32' 8' 14' 8' 4' 4' 8' 512 19,000 addr PERMACRETE WALL SYSTEM .6'x36' 16' 36' 12' 14' 8' 4' 4' 8' 576 21,600 929 Route 25A Miller Place NY 11764 city ,,,. 8'x36' 18' 36' 12' 14' 6' 4' 5' 8' 648 24,300 (631) 744-7185 FAX (631) 744-0174 ( ) 0'x40' 20' 40' 14' 14' 8' 4' 6' 8' 800 30,000 Suffolk License #4436—I11 Phone Nassau License #H174450000 BELKIN RESIDENCE 1700 Cedar Beach Road Southold, NY ! I I I FUTURE WALL BY OTHERS ! FUTURE WALL BY OTHERS B < C 48"EXPOSED POOL WALL 104"THICK GUNITE WALL ON BACKSIDE BELOW STONE SHELF marshal) p aetzel 2"W.X62'H.STONE SHELF LANDSCAPE ARCHITECTURE ENTIRE INSIDE OF POOL (� FOR 12'W.X 6"H.THICK BLUESTONE i NORTH FORK HAMPTONS BAND IN LIEU OF TILE 8595 Cox Lane-suite 7 PO Box 1397 18"W.X 5'-6"BENCH Cutchogue,NY 11935 530 Montauk Hwy,#203 114"THICK GUNITE WALL Amaga nsett,NY 11930 �— BELOW STONE SHELF phone: (631)209-2410 fax: (631)315-5000 1 email: mail@mplastudio.com 111 D 35- 2 SURVEYOR: Lo DEEP END - 5DEEP SHALLOW END - 31' DEEP Kenneth Woychuk LS 2 N.Y.S. Licensed Land Surveyor P.O. Box 153 Aquebogue, NY 11931 (631) 298-1588 (3) RETURN LINES 5'O.C. - _ PERMITTING CONSULTANT: 1 L.' x 35' GUNITE POOL En-Consultants 1 //�J 04 Robert Hermann * MARBLE DUST COLOR TO BE APPROVED BY OWNER 1319 North Sea Road Southampton, NY 11968 TOP OF FINISHED COPING ELEV. = 7.6 (631) 283-6360 0 i� 0 i (2) SAVI LED POOL LIGHTS 15'O.C. 11 (2) SKIMMER BOX MOUNT JUNCTION BOX AT LOCATIONS (TYPICAL) +g"'BELOW UTILITY PAD (AS PER PLAN) COPING ;o * VERIFY LOCATION OF POOL LIGHTS WITH POOL BUILDER UP 4 RISERS @ 9 4"H. N LAWN AREA FLUSH 94"THICK GUNITE WALL A WITH POOL COPING BELOW STONE SHELF 2'-6" 24"EXPOSED POOL WALL SITE DATA: ON FRONT+ DEEP END SIDE - -- — — SCTM#: 1000-89-2-4 STEPS DOWN Lot Area:20,000 sf (or.46 acres) 24"EXPOSED POOL WALL 94"THICK GUNITE WALL BY OTHERS #4 STEEL REINFOFCING FIRM Zone: AE (EL. 6) ON FRONT+ DEEP END SIDE BELOW STONE SHELF DEPTH <S-0" >S-9' NOTES: FUTURE WALL BY OTHERS �!� HORIZ. 10"O.C. 10"O.C. 1. Base map information based on survey prepared by Kenneth Woychuk LS. VERT. 10"O.C. 5'O.C. 2. This drawing is for the purpose of obtaining permits only. NOT FOR FLOOR 12"o.c. EACH WAY CONSTRUCTION. 3. Unauthorized alteration of this plan is a violation of NYS Education Law. 4. All proposed electrical should be elevated to a minimum of Elev.-8.0. 12"X 2"THERMAL TOP PA BLUESTONE POOL COPING WITH EASED EDGES 12"X 2"BLUESTONE POOL COPING WITH EASED EDGES LO LO __I 12"X 2" BLUESTONE POOL =� 12"X 2"BLUESTONE POOL ^� 1'-0" �, 1 -0" I 1 -0" REVISIONS COPING WITH EASED EDGES COPING WITH EASED EDGES DATE DESCRIPTION WATER LINE l.. WATER LINE 1„ WATER LINE TOPSOIL+ WATER LINE 1 g X 6 BLUESTONE IN 1 2 X 6' BLUESTONE IN 8" PLACE OF WATERLINE TILE PLACE OF WATERLINE TILE - � _ LANDSCAPING 1 2'X 6"BLUESTONE IN STONE SHELF p " 2"W. X 6 2' H.STONE SHELF 1 2'X 6"BLUESTONE IN GUN TE v 1 ,- JI: .!!I UNDISTURBED PLACE OF WATERLINE TILE MARBLE DUST FINISH OVER PLACE OF WATERLINE TILE 11- — SUBGRADE N VER 2"W. X 6 2'H. 103" z GUNIBTE SHELL LE DUST FI"'THINISH CKNESS 104" z GUNITE SHELL 4'THICKNESS ° 4 4 _ ! GUNITE STONE SHELF GUNITE 8„ ap o `o C? ;Z0p_ 0 GUNITE s 1 2 X 24"BLUESTONE ON M 94' s e a 1 UNITE FACE OF POOL WALL DEEP END SHALLOW END GUNITE POOL SHELL 3,500 PSI SHALLOW END a EXPANSION JOINT BETWEEN o WITH #4 STEEL REINFORCING 'll MARBLE DUST FINISH OVER '��.,f�"'SC GUNITE POOL SHELL 3,500 PSI POOL SHELL+ CONCRETE SLAB -! GUNITE SHELL a THICKNESS WITH #4 STEEL REINFORCING 1 If STUCCO WALL VENEER a ° MARBLE DUST FINISH OVER D ---I STUCCO WALL VENEER COLOR TBD o - it !! -;111_1 GUNITE POOL SHELL 3,500 PSI J, Q ° COLOR TBD WITH #4 STEEL REINFORCING � r."'' c:, a T GUNITE SHELL 4'THICKNESS p p n I I !I!- _ j -- -- - TOPSOIL+ L—'-- ` GUNITE POOL SHELL 3,500 PSI D . . — ! TOPSOIL+ I `J?�.\ -- a. WITH #4 STEEL REINFORCING LANDSCAPING LANDSCAPING -!,'- -1 ° II z 11 _ - -' - =1; =`I !! OF c NDS MINI CHANNEL DRAIN - - z _: � - - ", - ;. , . a � 111 �� � I, �, �� - UNDISTURBED ,� 3,. - UNDISTURBED � � - ' I'I 'I I I l ;I .� 6 LAYER OF CRUSHED STONE WITH GREY GRATE-PIPE _ - SWIMMING POOL -iib -i! ,,_-- 1 - SUBGRADE 1 -' io lll.,a ';I SUBGRADE a TO DRYWELL AS PER PLAN a N _I COMPACTED SUBGRADE ° ° 6"' 8" TITLE: - _ 1= I = D � �� POOL PLAN + `O 6"LAYER OF 4"CRUSHED STONE 6"LAYER OF 3"CRUSHED STONE �� _ - 4 - ! COMPACTED- - I! - DETAILS COMPACTED SUBGRADE -11 Ali--- - --=1! -- - - it i- - 1 ! - - II' �,,. ��,' li:,= ! i - =il SUBGRADE A POOL WALL AT TERRACE WITH CHANNEL DRAIN 6 DEEP END OF POOL SECTION SHALLOW END OF POOL SECTION SHALLOW END OF POOL SECTION 0 1 2 Section Not to Scale Section Not to Scale Section Not to Scale D Section Not to Scale r�� Scale1/2" = V-0" DRAWN BY: S.TE:201 . RLA �� DATE:2015.02.13 REVISED:2015.04.01 SHEET 4 OF 8 N C7 SIMPSON LSTA-20 GAGE Joint Description Nail Sizes Nail Spacing_ DRAWING ISSUE DATES RIDGE STRAP-ALL ROOF RAFTERS ROOF FRAMING Framlng Notes: Client Meeting Set 04.09.2015 The contractor is to verify all measurements in the field PermltSet 04.10.2015 Rafter to Top Plate (Toe-nailed) 3-8d per rafter and an p g i 2 x 6 TIE @EACH RAFTER RAFTERS FRAMirI y discrepancies are to be brought to the attention Bid set 00.00.0000 -" IN LIEU OF STRAP. Ceiling Joist to Top Plate (Toe-nailed) 3-8d per Joist of the Engineer prior to construction. Ceiling Joist to Parallel Rafter(Face-nailed) 3-l6d each lap > 1 ICE SHIELD UNDERLAYMENT - 3"No.8 SCREWS 12"O.C. LIGHT WOOD-FRAME WALL Ceiling Joist Laps over Partitions(Face-nailed) 4-l6d each lap Wood Framing REVISION DATES REQUIRED-24"FROM FACE OF WALL Collar Tie to Rafter(Face-nailed) 2-8d per tie 1.All lumber is to be No.2 or better Douglas Fir Larch w Blocking to Rafter (Toe-nailed) 2-8d each end (N with the following minimums specifications: WASHER(TYP.) ) g P �,. Rim Board to Rafter(End-nailed) 2-16d each end V-CUT SHEAR BLOCKING Fb 825 psi i- V f! 1 WALL FRAMING Fv=95 psi - twz"PLYWOOD Top Plate to Top Plate(Face-nailed) 2-16d per foot Fc perp=625 psi SIMPSON H2.5 A Top Plates at Intersections(Face-nailed) 4-16d joints-each side E=1,600,000 psi HURRICANE @ 16 GLASS - HURRICA O.C. 13/4"x 16" LVL BOARD FOR SHEAR BLOCKING (BETWEEN JOISTS). Stud to Stud(Face-nailed) 2-16d 24"o.c. 2.All Laminated Veneer Lumber is to have the following FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF Header to Header(Face-nalled) 16d 16"o.c.along edges minimum specifications: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. PLASTIC-COATED PERMANENT WOOD Fb-2,900 psi l SCREW ANCHORS Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud Fv-290 psi J 2-16d per 2x6 stud Fc perp=,0 0 psi GLASS 2-16d per 2x8 stud E=2,000,000 psi 1#3 1#3 1#3 tx2"PLYWOOD 12 3.All Laminated Structural Lumber is to have the - Bottom Plate to Floor Joist,Bandjolst,Endjoist or Blocking 2-16d per foot following minimum specifications: `SifVkEDARC � FRAMIN (Face-nailed) �G R 1C yjT PROVIDE 8d COMMON 1#2 (D�ET�AILSEE FLOOR FRAMING Fb=2,800 psi Fv= 290 psi NAILS @ 4"O.C. AT Fc perp= 740 psi A t EXTERIOR EDGE OF ALL ,#2 Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per Joist E=2,100,000 psi SHEATHING. /-WASHER R) Bridging to Joist (Toe-nailed) 2-8d each end � 4.All treated lumber is to be No.2 or better Southern Blocking to Joist(Toe-nailed) 2-8d each end MAXIMUM ALLOWABLE V CUT - PLYWOOD OPENINGS PROTECTION; Yellow Pine with the following minimum specifications: Blocking to Sill or Top Plate( T0e-Walled) 3-16d each block APA RATED PLYWOOD T8 THICKNESS DEPENDS ON WINDOW Ledger Strip to Beam(Face-nailed) 3-16d each Joist Fb= 975 psi �2480Z OPENING WIDTH(1) Joist on Ledger o Bea Fv= 175 si ��01PNEW� EXTEND TO TOP OF TOP 3 No.8 SCREWS 12 O.C. g t m (Toe nailed) 3-8d per Joist p PLATE. SHEAR BLOCKING AND VENTILATION HOLES DETAIL A-TYPICAL ATTACHMENT OF Band Joist to Joist(End-nailed) 3-16d per Joist Fc perp=565 psi PLYWOOD OPENINGS PROTECTION TO Band Joist to Sill or To Plate Toe-nailed E-1,600,000 psi PROVIDE SOLID p ( ) 2-16d 1 per foot BLOCKING AT SIMPSON LSTA 36 SHEAR BLOCKING DETAILS NTS WOOD-FRAME BUILDING 5.All beams fabricated with multiple Laminated Veneer ALL SUPFLOOR METAL STRAP @ -------------- ---- NOTE: IN LIEU OF SCREWS,LUGS ROOF SHEATHING Lumber boards are to be nailed/bolted in accordance EDGES-FIRST JACK POST a aAlternate to 120 MPH Certified WITH NUTS AND WASHERS MAYBE with the manufacturer's specifications. TWO BAYS OF SIMPSON LSTA24 USED Structural Panels 8d 4"o.c.perimeter zone 6.All straps, connectors, plates, bolts, nails,etc.are to FRAMING-TYP. (9?STUDS W!4-8d UVIndOW Installation other 6"o.c.edges of be galvanized or stainless steel. Designated connectors, NAILS @ 48"O.C. EACH END,TYP. panel,12"o.c.Interior strap etc,on these drawings are made by Simpson Drawing Legend: of panel unless indicated otherwise All connectors,straps etc. Plywood Panel Window and Door Diagonal Board Sheathing are to be nailed/bolted in accordance with the _ e = w _ _ : Wall To Be Removed h 1"x 6"or 1" manufacturer's specifications.x 8" 2-Sd per support Wall To Remain Protection for Wood Framed 1"x 10"or wider 3-8d per support 7.All floor sheathing is to be 23#32 inch AC type plywood, >' DOUBLE TOP-------' tongue and groove,with an APA span rating of 48/24. New Wall fi PLATE PLYWOOD SHEATHING 0 shall TO OVER LAP BOX �< 10 Buil s CEILING SHEATHING flFloor rjoists(ng .C.edgesanglued 12and screwed ield)the New Foundation Wall floorjoists 6"O.C.edges and 12"O.C. field BEAM-TOP+ BOTTOM. - Lines Above 2 x 6 @16"O.C. N.T.S. Gypsum Wallboard 5d 7"edge/10"field g� / r, STUDS S.All wall sheathing Is to be 15 32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d ------------ Lines Below WALL SHEATHING common nails 6"O.C.edges and 12"O.C.field. _-_ _ _-_- Guidelines 9.Solid blocking is to be installed every 8'max or mid - Fence Structural Panels 8d (see table 3.9) span of all floorjoists with spans exceeding 8'• Fiberboard Panels GABLE ROOFS 7/16" 6d 3"edge/6"field 10.Double joists are to be installed below parallel walls. 101 Door Tag STRAP TO STU 0< 10° 25/32" 8d 3"edge/6"field 11.Blocking is to be installed at all point load bearing points. 101 Window Tag W/4-ISd NAILS a, a 1inchess are to be framed with 2x6 inch studs spaced 16 Gypsum Wallboard 5d 7 edge 110 field inches O.C.unless indicated otherwise. WRAP+NAIL STRA � Yp g " (4-4d NAILS) Hardboard 8d (see table 3.9) Axxx Section X, AROUND SILL PLATE SIMPSON MST27 Particleboard Panels 8d (see table 3.9) 13.A11 joist and beam hangers and fasteners used on the Sheet A-XXX AT ANCHOR BOLT exterior are to be Simpson Type 304 or 316 Stainless 1 1/2"WIDE-20 GAGE Diagonal Board Sheathing Steel. ,--- METAL STRAP 948"OC. o - z Detail Tag 14.AI1 bolts nuts and washers are to be stainless steel or , 1"x 6" r 1"x 8" 2 8d per support +12" FROM EACH CORNER 1"x 10"or wider 3-8d per support hot dipped galvanized. WRAP AROUND SILL PLATE p pp pp PROVIDE 8d NAILS @ 4"O.G. AT PERIMETER INTERIOR FL00 R SHEATHING Steel x Elevation Tag NAIL SHEATHING TO SILL PLATE PORTIONS OF PANELS IN HIGH PRESSURE ZONES. 8d NAILS @ 4"O.C. Structural Panels 1. All steel is to be ASTM Specification A-36 M 1"or less 8d 6"edge/12"field 2-#5 REBAR greater than 1" 1 Od 6"edge/6"field 2. All bolted connections are to be made with A-325 2 x 6 SILL PLATE - NOTE:a=4 FT. IN ALL CASES bolts. x xxx x Interior Elevation Tag ACQ TREATED. - Diagonal Board Sheathing r 3. Square/rectangular and circular columns are to be x SEE DWGS. 1"x 6"or 1"x 8" 2-8d per support ASTM Specification A500. SECTION FOR DESIGN. 5/8"x 12"A,B. @48"OC. GABLE ROOFS 1"x 10"or wider 3-8d per support w/FENDER WASHER. 10°<$< 45° 4. All columns are to be bolted to steel girders with HOLD DOWN + SHEAR CONNECTION CRITICAL PAHF 1#2"bolts or unless otherwise shown on the plans. COM PONENT AND CLADDING PRESSURE ZONES 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3"on-center -- -- at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate 5. 1/2"web stiffeners are to be installed at all point - connectors ,such as shear plates,shall be used to maintain the load path. load bearing points and over all column supports. fill SCTM# 1000-89-2-4 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 6. All welded connections are to be done by a certified ? 1 -16d nail per foot, welder and conform to AWS and AISC standards. M E R Y L K R A M E R PROPERTY ADDRESS 1700 CEDAR BEACH RD, a r c h i t e c t SOUTHOLD, NY, 11971 5.All weld joints are to use E70XX electrodes. 6.All girder splices are to be made above columns. MELANIE BELKIN OWNER Foundation Notes: 2 1 3 E . FRONT STREET The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the POST OFFICE BOX 6 8 3 ZONING R40 GENERAL NOTES Engineer prior to construction. GREENPORT, NY 11944 1- All concrete 3,500 psi after 28 days minimum. 6 3 1 - 4 7 7 - 8 7 3 6 ALLOWABLE- 15 FEET 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCESSORY ACCORDANCE WITH THE NEW YORK STATE UNIFORM 2-All rebar ASTM A-615 Grade 60, m k a r c h i t e c t c o m STRUCTURE HEIGHT ACTUAL.+/-12' BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 3-Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below NA grade unless indicated otherwise. ENERGY CODE 4-Rebar installed along the top of the foundation walls without windows are to be installed 10" below the top of the 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3"below the bottom of the VERIFIED BY CONTRACTOR(S)PRIOR TO START OF window opening. CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 5-AII snap off form ties are to be removed and remaining openings are to be sealed/grouted. BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 6-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves ,I THESE CONDITIONS ARE MET. ALL FILL BENEATH and other penetrations prior to pouring concrete. Belkin Residence CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 7-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable soil is 1700 Cedar Beach Rd, soil containing clay and/or organic material. Southold, NY 11971 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 8-Install isolation joints along foundation walls and at column and other floor penetrations. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 9-Installed contraction joints in the cellar floor slab every 18'minimum. AND DECKS ETC.. 10-Foundation excavation is not to be back filled prior to the installation of the floor framing. 4. DO NOT SCALE DRAWINGS, 11-Backfill along foundation walls is to be clean material and Is to be mechanically compacted in 6"lifts to 95%of maximum 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- dry density. ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION,OR ADMINISTRATION OF 12-Underpin existing foundation. Connect existing footing to new footings and wall tops with No.5 rebar dowels. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Suggested Underpinning Procedures:_ Code Requirements SHALL BE THE RESPONSIBILITY OF THE a) Underpin prior to addition of any new loads on wall. CONTRACTOR. Scale: Noted b) Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer of All Drawings Printed on 11x17 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO findings before proceeding. Paper Scale is 50%Scale Above FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND c) Upon receiving approval, excavate to the top of the existing footing for the entire length of the area to be underpinned on OWNER. both sides of the foundation wall. Remove interior concrete floor as necessary. _ 7. THIS STRUCTURE HAS BEEN DESIGNED IN d) Excavate by hand below the existing footing at no more than 3 foot lengths.e)Install a key way between sections.Allow 7 ACCORDANCE WITH THE NEW YORK STATE ENERGY days curing. CONSERVATION CODE. A-002 f)Back fill and replace interior floor as necessary.8. CONTRACTOR SHALL OBTAIN ALL PERMITS g) During the underpinning procedure, monitor the existing foundation wall for excessive movement and/or cracks. Notify the Architect/Engineer if movement and/or cracks are noted. 13-Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for three feet from new wall. © 2015 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Meeting Set 04.09.2015 Perm It Set 04.10.2015 Bid set 00.00.0000 REVISION DATES 12 SOFFIT TO MATCH HOUSE .H. \� MDF PAINTED PANELS, JI MATCH DETAIL TO MAIN HOUSE,TYP. I ! I OUTDOOR SHOWER l 1X4 STAGGERED VERTICAL BOARDS l � I RED'AO C,ry C' I �A 24:, WIDE SHOWER „ F DOOR I ! , . i ', I ' ' 7�• ;'rc � �,,� '4 1802 app IN 1 SE Elevation z SW Elevation_ Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" MEMBRANE ROOF ON 1/2" PLYWOOD SHEATHING Drawing Legend: Wall To Be Removed Wall To Remain MATCH FASCIA TO MAIN HOUSE New Wall New Foundation Wall ROOF SLOPE TO MATCH HOUSE -------- Lines Above ------------ Lines Below - FIXED GLASS PANELS 4 - - - - - - - - ---•---•- Guidelines 12 Plate Height -- ` _- -- - ---- --- -_-_==----= � 12 - - - - - 4 r- p G,-/l Fence J - ASPHALT SHINGLE ROOFING - 1'0" 8RR@ 16 / 101 ( X Door Tag 2 i T1-11 SIDING TO MATCH MAIN O.H. late Height HOUSE OVER 3 1/2 WD STUDS - P - MDF PAINTED PANELS, @16" WALLS(TYP.) a Window Tag MATCH DETAIL TO MAIN HOUSE, 1/2" PLYWOOD SHEATHING TYP, 1'0" I i nxxx � Section X, T-111 PLYWOOD TO Sheet A XXX \ MATCH HOUSE,TYP. O x ,... 7 \ �� Detail Tag co li io 60 2 X 8 CCA SILL �:,3/ i .. I I , I �I TERMI0.1 TE SHIELD WITH SI LL SEALER \ CUSTOM DOORS- FABRICATE 1/2 DIA. X 12' ANCHOR BOLTS @ 4 Elevation 0" O.C, x Eltion Tag ! / FROM T-111 PLYWOOD „ I � (2)#5 REBAR HORIZ. (CONT. SLOPE SLAB 1 8" PER, / ER F00 I i i I GRADE A AY 14PER FOOT i' - ,a X xXX X Interior Elevation Tag a _!� •; II I I I 'III � !IIS III i ! 6'i=1 -!• !I ! , =IPI hll- IIII =!III -111! !' III ! III 1111 - 8" REINFORCED C.I.P. CONCRETE FOUNDATION x IIII` 1 IIII i11= Illi i! IIII =1' III "P= - IIII II hl h° ! dfl Ilii �" b' II fill -'III -1111 IIII q III II -1'll= WALL, MIN. 3'-0" BELOW GRADE(TYP.) 3 NE Elevation , „ 4 NW Elevation, „ ��Iliii= P IIi111',uulP'' IIIIIIiI mill l _I!u111 I1 ulIliillllll Iu1o, lu;=�il .:.`, ill m Ilu ill; I;, _;,1I " til IIII , ul '� I _IIII- -1111 1111= IIII II' =IIII -IIII f III', Scale. 1/4" — 1-0 Scale. 1/4 1-0 8 H X 16 W P.C. FTG. WITH IIP IIII !=IIII Illi III' r I! P!I w-- Lfl ul= J 2 X 4 KEY @ CENTERLINE VI IIII III II IIII II =IIII: VI li!_!III 111 IIII -u'I-IIII=1 5 Building Section Scale: 1/4" = 14" 2-#5 REBAR M E R Y L K R A M E R a r c h it e c t ol 6-2" 2 f 3 E , FRONT STREET POST OFFICE BOX 683 POST ABOVE, - `EI 4 x 4 ACQ POST G R E E N PORT, N Y 1 1 9 4 4 TYP. bo 12" DIA. SONOTUBE ON 24"X 24"X 12" PC CLAD W/CLEAR 6 3 1 4 7 7 - 8 7 3 6 FOOTING -CONNECT TO 6 X 6 POST ABOVE CEDAR,TYP, m 00 61.0 " 6'0" m k s r c h i t e c t c o m NIS �-W/ SIMPSON CPTZ66,TYP. N X io OUTDOOR ti SHOWER I -.01111 UTSWING CUSTOM 5'-8" DOORS ® I I E I r — - , I Single Pole witch — 4 I I I I I / Belkin Residence I I I .'•' I / 1700 Cedar Beach Rd, / I ` Southold, NY 11971 I •". I NEW 4" POURED CONCRETE SLAB I " I 8" REINFORCED C.I.P. v "� I I W/6X6/10/10 WWM ON 30 MIL I CONCRETE FOUNDATION WALL, t / SURFACE MOUNTED Q I I POLY VAPOR BARRIER ON I •,. I MIN. 3'-0" BELOW GRADE(TYP.) CEILING FIXTURES � I I COMPACTED SOIL I I N I I I I 0 I I I I x -0- N I I I I UNHEATED I I I I SHED Plans Elevation I I I L - - - - - - - - _ - - - J ; Building Section L- - - - - - - - - - - - - - - - - - - Scale: 1/4" = 1'-0" 12'-0" All Drawings Printed on 11x17 12'-0" Paper Scale is 50%Scale Above ol 6 Foundation Plan 7 Floor Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" A- 101 © 2015 Meryl Kramer Architect All Rights Reserved D ❑ 0 � CRYSTAL SPRINGS — 105 PALM BEACH — 050 FORT MYERS — 075 LAKESIDE — 085 PARADISE — 090 ISLANDER — 600 SEA ISLE — 650 GULF BREEZE — 700 MALIBU — 300 CRYSTAL BEACH --- .728 CRYSTAL COVE — 729 LELANI — P10 ARIELLA — 381 -7 7777 INSIDE DIM: 11'-1•x15'-7" INSIDE DIM: 11'-1•x21'-4" INSIDE DIM: 12'-8"x16'-4" INSIDE DIM: 10'-11"x17'-11" INSIDE DIM: 7'x15' INSIDE DIM: B'-3"x16'-3" INSIDE DIM: 9'-11"x14'-9" DEPTH: 3'-11• INSIDE DIM: 11'-1"x15'-7" INSIDE DIM: 10'-3"x16'-3" INSIDE DIM: 8'-11"x20'-4" INSIDE DIM: 11'x19'-1" DEPTH: 4'-0" DEPTH: 4'-4• DEPTH: 3'-8", 4'-6" VOLUME: 4900 GAL. DEPTH: 5-0" DEPTH: 4'-2",5'-0" DEPTH: 3'-8% 4'-11" DEPTH: 3'-10" DEPTH: 3'-9" DEPTH: 5'-2• DEPTH: 5'-0• INSIDE DIM: 11'-3"x22'-9" INSIDE DIM: 11'-0•x19'-9" VOLUME: 2650 GAL. VOLUME: 3200 GAL VOLUME: 2950 GAL. AREA: 171 SQ.FEET VOLUME: 5200 GAL VOLUME: 3900 GAL VOLUME: 4800 GAL. VOLUME: 5600 GAL VOLUME: 5025 GAL VOLUME: 4000 GAL. VOLUME: 3300 GAL DEPTH: 5'-11" DEPTH: 4'-11" AREA: 95 SQ.FEET AREA: 119 SQ.FEET AREA: 107 SQ.FEET PERIMETER: 52 UN.FEET AREA: 171 SQ.FEET AREA: 119 SQ.FEET AREA: 157 SQ.FEET AREA: 212 SQ.FEET AREA: 184 SQ.FEET AREA: 147 SQ.FE-T AREA: 141 SQ.FEET VOLUME: 6000 GAL VOLUME: 4000 GAL. PERIMETER: 38 UN.FEET PERIMETER: 42 LIN.FEET PERIMETER: 40 UN.FEET WEIGHT: 850 LB PERIMETER: 52 UN.FEET PERIMETER: 45' UN.FEET PERMETL•-R: 51 UN.FEET PERIMETER: 59 UN.FEET PERIMETER: 60 UN.FEET PERIMETER: 46 UN.FEET PERIMETER: 47 UN.FEET AREA: 217 SQ.FEET AREA: 179 SQ.FEET WEIGHT: 650 LB WEIGHT: 800 LB WEIGHT: 700 LB WEIGHT: 1000 LB WEIGHT: 1000 LB WEIGHT: 1000 LB WEIGHT: 1100 LB WEIGHT: 1100 LB WEIGHT: 1000 LB WEIGHT. 1000 LB PERIMETER: 60 UN.FEET PERIMETER: 55 UN.FEET WEIGHT: 1300 LB WEIGHT. 1100 LR O Q 0 Q i o p C rr O ` Com% CYBERLANE — 750 MARATHON — 775 KOKOHANI — P30 CENTRAL PARK — 382 BAYSIDE — 220 COCOA BEACH — 176 SU-DIAL — 180 MANDALAY BAY — 222 CATALINA — 150 STARLIGHT — 140 KOKOMO — 110 LtL__FES rrr,�s _j, L�j LL,_ L EfINSIDE DIM: 7'-6"x22' INSIDE DIM: 7'-6•x39' INSIDE DIM: 10'-11"x22'-5" INSIDE DIM: 12'-1"x24'-8" INSIDE DIM: 10'x22'-4" INSIDE DIM: 10'-9"x22'-9" INSIDI IM: 10'-9"x22'-9" INSIDE DIM: 10'-7"x24' INSIDE DIM: 11'x24'-10' INSIDE DIM: 11'-5"x24'-9" INSIDE DIM: 10'-4•x27'-5" DEPTH: 4'-9" DEPTH: 4'-9" DEPTH: 3'-8", 5'-2' DEPTH: 3'-6", 5-7" DEPT. _ 3'-6", 5-7" DEPTH: 3'-1", 5-7" DEPTH: 3'-7", 5'-7" DEPTH: 3'-9", 5'-8• DEPTH: 4'-0" VOLUME: 4240 GAL DEPTH: 6800 DEPTH: 6600 AREA: 159 SQ.FEET VOLUME: 8500 GAL VOLUME: 6800 GAL VOLUME: 6600 GAL VOLUME: 6600 GAL. VOLUME: 6800 GAL. VOLUME: 6600 GAL VOLUME: 6200 GAL AREA: 282 SQ.FEET AREA: 198 SQ.FEET AREA: 215 SQ.FEET VOLUME: 5100 GAL. VOLUME: 6600 GAL. VOLUI: 4600 GAL. PERIMETER: 70 UN.FEET AREA: 186 SQ.FEET AREA: 190 SQ.FEET AREA: 190 SQ.FEET AREA: 198 SQ.FEET AREA: 218 LIN.FEET SQ.FEET AREA: 220 SQ.FEET AREA: 229 SQ.FEET PERIMETER: 57 UN.FEET PERIMETER: 59 UN.FEET PERIM,:R: 59 LIN.FEET PERIMETER: 62 UN.FEET PERIMETER: 62 UN.FEET PERIMETER: 62 LIN.FEET PERIMETER: 65 UN.FEET WEIGHT: 1100 LB PERIMETER: 104 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 64 UN.FEET WEIGHT: 1200 LB WEIGHT: 1200 LB WEIGH. 1300 LB WEIGHT. 1300 LB WEIGHT: 1400 LB WEIGHT: 1300 LB WEIGHT: 1100 LB WEIGHT: 1,500 LB WEIGHT: 1300 LB WEIGHT: 1400 LB WAIKIKI I — 100 NEWPORT — 145 SCOTTSDALE — 200 SEASIDE — 210 HAWAIIAN — 870 POMPANO BEACH — 375 _ WAIKIKI II — 125 RIO 378 BARCELONA — 379 PHYSICAL THERAPY TSPA BROAD v,,:Y — 026 INSIDE DIM: 11'-6"x25'-11" INSIDE DIM: 11'-1•x27' INSIDE DIM: 12'-11"x28'-9" INSIDE DIM: 14'-10"x27'-4" INSIDE DIM: 14'-10"x27'-4" INSIDE DIM: 10'-0"x26'-8" INSIDE DIM: 11'-1"x30'-1" INSIDE DIM: 11'-9"x27'-11" DEPTH: 8000 5'-6" INSIDE DIM: 11'-6"x26'-11" INSIDE DIM: 0'-10"x21'-11" INSIDE DIM: 11'-4"x33'-4" DEPTH: 3'-8', 6' DEPTH: 3'-7', 5'-5" DEPTH: 3'-4', 5'-7" DEPTH: 3'-4 5'-7" DEPTH: 3'-10" VOLUME: 8000 GAL. DEPTH: 3'-8% 5'-8" DEPTH: V-O" DEPTH: 3'-3•, 5'-6" DEPTH: 3'-2•, 5'-5" VOLUME: 8000 GAL DEPTH: 3'-6', 6'-0" VOLUME: 9500 GAL. VOLUME: 10000 GAL. VOLUME: 9000 GAL VOLUME: 6800 GAL. AREA: 266 SQ.FEET VOLUME: 8500 GAL VOLUME: E,500 GAL VOLUME: 8500 GAL. VOLUME: 9000 GAL AREA: 242 SQ.FEET VOLUME: 10,000 GAL AREA: 302 SQ.FEET AREA: 324 SQ.FEET AREA: 324 SQ.FEET AREA: 267 SQ.FEET PERIMETER: 12 UN.FEET AREA: 277 SQ.FEET AREA: !37 SQ.FEET AREA: 310 SQ.FEET AREA: 290 SQ.FEET PERIMETER: 68 UN.FEET AREA: 295 SQ.FEET PERIMETER: 70 LIN.FEET PERIMETER: 73 UN.FEET PERIMETER: 73 LIN.FEET PERIMETER: 74 UN.FEET WEIGHT: 1200 LB PERIMETER: 70 LIN.FEET PERIMETER: 35.5 UN.FEET PERIMETER: 102 UN.FEET PERIMETER: 74 UN.FEET WEIGHT: 1300 LB PERIMETER: 72 UN.FEET WEIGHT. 1500 LB WEIGHT: 1700 LB WEIGHT: 1700 LB WEIGHT: 2000 LB WEIGHT. 1400 LB WEIGHT: 1400 LB WEIGHT: 1800 LB WEIGHT: 1600 LB WEIGHT: 1500 LB D MANATEE — 225 DESERT SPRINGS —190 WYLELA — P21 EMPIRE — 390 DOLPHIN — 351 SAVANNAH — 400 SAVANNAH DEEP — 450 MAJESTIC — 840 OLYMPUS — 875 VENETIAN — 520 INSIDE DIM: 12'-11"x32' INSIDE DIM: 13'x 32' INSIDE DIM: 13'-2"x31'-8• INSIDE DIM: 13'-2"x31'-8" INSIDE DIM: 12'-10"x 28'-11" INSIDE DIM: 14'-10"x32'-7" INSIDE DIM: 14'-10"x38'-7" INSIDE DIM: 14'-1"x27'-7" INSIDE DIM: 11'-0"x24'-0" INSIDE DIM: 12'-11"x26'-3" DEPTH: 12,00 5'-10" DEPTH: 3'-2', 5'-5" DEPTH: 3'-6",5'-4" DEPTH: 3'-6',6'-0" DEPTH: 4'-3- VOLUME. 3'-9", 5' DEPTH: 3', 5-8" DEPTH: 3'-2", 8'-0" VOLUME: 12,000 GAL DEPTH: 6500 6'-D" VOL ME: 3,500 GAL VOLUME: 14,100 GAL VOLUME: 9,500 GAL VOLUME: 8500 GAL VOLUME: 6400 GAL VOLUME: 11,500 GAL VOLUME: 11,500 GAL. VOLUME: 14,000 GAL AREA: 354 SQ.FEET VOLUME: 6800 GAL AREA: 431 SQ.FEET AREA: 447 SQ.FEET AREA: 310 SQ.FEET AREA: 254 SQ.FEET AREA: 289 SQ.FEET AREA: 395 SQ.FEET AREA: 366 SQ.FEET AREA: 362 SQ.FEET PERIMETER: 80 UN.FEET AREA: 290 SQ.FEET PERIMETER: 86 UN.FEET PERIMETER: 117 UN.fEET PERIMETER: 85 UN.FEET PERIMETER: 71 UN.FEET PERIMETER: 75 UN.FEET PERIMETER: 84 LIN.FEET PERIMETER: 80 UN.FEET PERIMETER: 80 UN.FEET PERIMETER: 82 UN.FEET WEIGHT: 1700 LB WEIGHT: 1600 LB WEIGHT: 2000 LB WEIGHT: 2000 LB WEIGHT: 1800 LB WEIGHT: 2000 LB WEIGHT: 2000 LB WEIGHT: 1500 U3 WEIGHT: 1420 LB WEIGHT: 2240 LB ATLANTIC — 850 MIRAGE — 530 OASIS — 550 OCEANSIDE — 590 VEGAS — 425 PHOENIX — 900 PACIFIC — 575 HORIZON — 724 GRAND MANHATTAN — 028 INSIDE DIM: 14'-6"x32' INSIDE DIM: 14'-9"x38'-9• INSIDE DIM: 15'x38'-8" INSIDE DIM: 15'-2•x39'-6• INSIDE DIM: 15'x27' INSIDE DIM: 15'x38'-8" INSIDE DIM: 15'-2"x38'-11" INSIDE DIM: 13'-4"x23'-0" INSIDE DIM: 14'-10"x32'-10" DEPTH: 3'-8", 5'-9" DEPTH: 3'-8", 5'-4" DEPTH: 3'-6 7'-11" DEPTH; 3'-8', 8'-4" DEPTH: 3'-3",5'-1• DEPTH: 3'-3",5'-1" D':PTH: 3'-3•, 7'-11" DEP1H: 4'-9" DEPTH: 5'-1• VOLUME: 10,400 GAL VOLUME: 14,050 GAL. VOLUME: 17,950 GAL VOLUME: 20,600 VOLUME: 11,300 GAL VOLUME: 14,400 GAL VOLUME: 20,500 GAL VOLUME: 5200 GAL. VOLUME: 11,600 GAL AREA: 375 SQ.FEET AREA: 466 SQ.FEET AREA: 496 SQ.FEET AREA: 602 SQ.FEET AREA: 356 SQ.FEET AREA: 531 SQ.FEET AlEA: 559 SQ.FEET AREA: 200 SQ.FEET AREA: 487 SQ.FEET PERIMETER: 60 LIN.FEET PERIMETER: 95 LIN.FEET PERIMETER: 95 LIN.FEET PERIMETER: 109 UN.FEET PERIMETER: 73 UN.FEET PERIMETER: 96 LIN.FEET P;RIMETER: 101 UN.FEET PERIMETER: 64 UN.FEET PERIMETER: 96 LIN.FEET WEIGHT. 1900 LB WEIGHT: 2200 LB WEIGHT: 2900 LB WEIGHT: 3400 LB WEIGHT: 1700 LB WEIGHT: 2500 LB %"IGHT: 3100 LB WEIGHT: 1500 LB WEIGHT. 2500 LB m TTww.. 7 LL x ATLANTIC DEEP— 851 DALLAS — 540 MONTE CARLO — 576 LUXOR DEEP — 580 LUXOR SHALLOW — 578 TAJ MAHAL DEEP — 377 TAJ MAHAL SJALLOW — 376 STAR DUST — 380 1 N M a u a A' M V Q INSIDE DIM: 114'-6'x32' INSIDE DIM: 15'-2"x41'-6' INSIDE DIM: 15'-1"x30'-10" INSIDE DIM: 15'-1•x43'-7" INSIDE DIM: 15•-1"x43'-7" INSIDE DIM: 15'-0•x44'-0" INSIDE DIM: 15'-0"x44'-0" INSIDE DIM: 15'-0"x36'-4" - ,A ' " DEPTH: 3'-8", 8'-0" DEPTH: 3'-3", 7'-11" DEPTH: 3'-8",5'-8• DEPTH: 3'-8•, 7-10DEPTH: 3'-8", 6'-4" DEPTH: 3'-4', 8'-0' DEPTH: 3'-4", 6'-4" DEPTH; 3'-4", 6'-4" - VOLUME: 91,300 GAL VOLUME: 20,500 GAL VOLUME: 16,000 GAL VOLUME: 22,000 GAL VOLUME: 19,000 GAL. VOLUME: 20,000 GAL VOLUME: 18,000 GAL - VOLUME: 13,700 GAL. 1 1 AREA: 658 SQ.FEET AREA: 375 SQ.FEET AREA: 585 SO.FEET AREA: 467 SQ.FEET AREA: 658 SQ.fEET AREA: 560 SQ.FEET AREA: 560 SQ.FEET AREA: 455 SQ.FEET o PERIMETER: 92 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 107 LIN.FEET PERIMETER: 107 UN.FEET PERIMETER: 80 UN.FEET PERIMETER: 109 LIN.FEET PERIMETER: 92 UN.FEET �!! A` �?�'"•' � WEIGHT: 2200 LB WEIGHT: 3400 LB WEIGHT: 2000 LB WEIGHT. 3600 LB WEIGHT: 3200 LB WEIGHT: 3300 LB WEIGHT: 3000 LB WEIGHT: 2800 LB /rr �" k x'�:r t I 1 W 0 N {� VALID ON►.Y � �w..,;,��.�; -....I� � �• W 117�7', Y', 'n�. o �. qq n WET 5: j{LE 'r> 09101 d�a'i��i xl „a L1 d"..? L; t 1`C.,il l_; .j•,t.. �.1 .i1 ll..,..-I -ALL CODES rR�O � lO�`Pti O rr� Z c r�� i NxV1 ' YJ.=,I: ST dry & TOWN COC1E;, FEaS Div,c-� _ _..L�_ AS REQUIRED AN,, CONLOI , IONIIS OF I O 1 �.. �.. .i - T 1 FEE. 2(211 _a ��� 6 _7 1 N O \ O NOTIV EV(_Dii',,C� i, �r,i'�i l�.'I:N I�!\1�~ S0 I f ' '^,,� UTrCDTOL�;v? . JAN 6 2�1 O O '10 '"v„v r.r,.�ivll�la �nri o O O /65-18!'i` CA,,! �I F"11 FOR T1'r ,. i '111,.!! li'.n! - �;lJJ LOWIt G- J 'i:-� Ii,;. '� ,n,IJIE�S o 'OOL DESIGN CONT S, b THS ,F`OLL`OWING __ ti J PLEASURE ISLAND — 285 NIAGARA — 577 CAESARS PALACE — 800 iPOOL — 725 iPOOL2 — 726 CRYSTAL REEF — 727 STOCKHOLM — 393 OTTAWA — 395 I" ,R . aUE,._D CC';,�Ct,�, _ ANSI/NSPI-3, 5, 1� r_ r--r: z w IAPMO REPORTCE2 02!Y a co Lu 2010 NEW YORK STATEFIBUILDING CODE. 2006 INTERNATION'ALLBIJILDCNGUCODE. I,,UST REV DESCRIPTION DATE APRV o INSIDE DIM: 15'-1"x38' INSIDE DIM: 14'-11•x32'-8" INSIDE DIM: 12'-8"x35'-2" INSIDE DIM: 11'-0"x26'-9" INSIDE DIM: 12'-8"x16'-4" INSIDE DIM: 13'-2"x26'-3" INSIDE DIM: 16'-0"x36'-0" 2006 INTERNATIONAL;CRESID'ENTfALCCODE. DEPTH: 3',6'-0' INSIDE DIM: 15'-1"x33' y VOLUME 3'.6'- GAL DEPTH: 3'-4",5'-8" DEPTH: 4'-8" DEPTH: 5'-0" DEPTH: 5'-2" DEPTH: 5'-9" DEPTH: 4'-9• 2006 UNIFORM fIRLUMBING`I CODE C'"'' L VEST THE i DEPTH: 3'-8",7'-10" VOLUME: 11,400 GAL. VOLUME: 8800 GAL VOLUME: 9000 GAL VOLUME: 4300 GAL VOLUME: 10,000 GAL VOLUME: 13,800 GAL IUCODE, ` ' > AREA: 448 SQ.FEET VOLUME: 17,500 GAL -qr e e. r Ir: I z PERIMETER: 95 UN.FEET AREA: 417 SQ.FEET AREA: 354 SQ.FEET AREA: 294 SQ.FEET AREA: 147 SQ.FEET AREA: 345 SQ.FEET AREA 525 SQ.FEET NEPA 70 REOUIRE,,,EN T S O. l r'L:GODES O , .v% A�l�1. SAN JUAN POOLS c AREA: 497 SQ.FEET PERIMETER: 101 UN.FEET PERIMETER: 88 UN.FEET PERIMETER: 76 UN.FEET PERIMETER: 46 UN.FEET PERIMETER: 79 UN.FEET PERIMETER: 104 UN.FEET WEIGHT: 2400 LB PERIMETER: 96 UN.FEET C STATE. I r ES NS WEIGHT: 3000 LB WEIGHT: 2200 LB WEIGHT: 2400 LB WEIGHT. 1900 LB WEIGHT: 1200 LB WEIGHT: 1800 LB YORK PtO f rIc r O,a";3LE1=4 ml =' DESIGN OR, COI'STRUClION ERR 'R§Y: AMERICAN ENVIRONMENTAL �Dt f 1• a k 2302 LASSO LANE USE IS U�`� ,_ �xs"'!'�_• � r LAKELAND, FLORIDA 33801 _ r, c si> � DIATELI�" (863) 666-30:20 WITHOUT �Tf iU .JT . ....r s�C ATE w, ENCLOSE POOL TO CODE Date Checked' 7 UPON COMPLETION BEFORE"WATER" 06-28-11 KLB 0023-15 s Title Sheet 3 RESIDENTIAL POOLS 1of2 0 o : _a U . C7 GENERAL CONSTRUCTION NOTES: POOL EQUIPMENT AND PROPERTIES 1) —Pool installation shall be by a qualified and licensed (approved by Quantity Item Manufacturer local building department and San Juan pools) pool contractor. The Inlet—Return 1 1/2" Hydro Air installation shall conform to all state and Iccal building codes, as 10-3300 WHT or Equal. SKIMMER well as tenants of any association with Jurisdiction. * Inlet—Directional Flow Hayward MFG. Co. W/ EQUALIZER 2) —water supply and disposal shall be so arranged that there is no white cycolac "Hydro—stream" or Equal. cross connection with domestic service. with 1/2" hole, Model SP-1419—C 3) —Main drain cover to be certified as complient with ANSI/ASME A112.19.8M s Main Drain Anti—Entrapment Waterway or a grate with a minimum open area of 144 sq. in. or as to local codes, Model 640-359X—V or Equal. securely fastened in place. + Hydrostatic Relief Valve Hayward MFG. Co. 4) —Pool turnover shall be 12 hours maximum with cartridge filter and properly Model SP-1056 or Equal. 0-100PR PRESSURE TO POOL grounded approved pump (min. 1/2 hp per 50 GPM at 55 TDH.) Pool pump GAUGE to be above ground with weather protective housing. • Skimmer Hayward MFG. Co. 5) —All electric shall conform to N.E.C. No overhead wires shall pass within Model SP-1076 or Equal. VENT 10 feet of pool. * Niche Light Assembly PVC SP607 Hayward MFG. Co. / with 1" Conduit connection or Equal. 6) —Concrete shall be min. 2500 psi at 28 days. Deck Slab to have 6x6, #10/10wwm or equal suspended in conc. + Light Assembly 100 watt, 12 volt American Products Co. RETURN LINES It Fibermesh conc. may be used in lieu of 6x6 10x10 wwm with Power Cord or Equal. SEE NOTE '1' as allowed by local code. SCH 40 PVC 7) —Pool bottom to be placed in 4" min. sand or 3/8" max dia stone. + Quantities Specified at Construction FILTER 1 1/2" DIA REQ'D SKIMMER 8) —Hydrostatic pressures: design assumes pool is full at all times, with any HOSE SEE NOTE '3'—\ required hold downs and reinforcing by others. BIBB g) —Hydrostatic relief valve not credited for more that 2 feet of the difference of head between pool bottom and floor criteria level, use where code requires. Typical properties of a REINFORCED FIBERGLASS pool: RECIRCULATION PUMP NON-MAIN DRAIN OPTION 10) —Pool shall bear on undisturbed soil, free of peat, muck or other P p P W HAIR & LINT NTS deleterious material of any significant amount. S RAINER 11) —Backfill shall have bearing value greater that 60 PSF with Vertical Baycol hardness of 30 mil gel coat 40 — 50 ATMOSPHERIC VENT Glass content by weight 27% NOTES: angle of Repose. Back—fill material must not contain rocks that could Tensile strength, PSI ct 77 F 19,500 damage pool walls. Back—fill shall be installed and compacted in lifts (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. Tensile elongation 1 — 2% ,L to match water level in pool and not deform pool. Flexural strength, PSI at 77 F 1 2 — 27,600 MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. 12) —Steps or ladders shall be provided at each end of pool per code. Flexural modulus, PSI x 10 at 77 F 0.72 — 0.77 (2) SUMP LINE (WHEN REQ'D) TO BE 2' SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN Izod Impact FT—LBS/Inch of notch 5.9 TO 18" FROM EQUIPMENT. 13) —Pool ladders shall be corrosion resistant with non—slip treads. Hand Compressive strength, PSI 25,000 to 38,000 SFFN 1-1/2" VENT PIPING rails and ladders shall have No. 8 solid copper grounds and Solidly Typical thickness inches 3/8" OIfi imbedded anchors. ANTI—VORTEX MAIN DRAIN 14) —Steps, treads and risers shall conform to local codes when TO POOL / different then that shown. —100PSI 15) —Therapy seats, where installed, shall be recessed in to the sides of PRESSURE GAUGE such pool not more than 20 inches below water level, and in such a manner as to clearly distinguish such underwater obstructions from ?" ANTI—VORTEX pool areas in to which persons may dive. VENT / MAIN DRAIN 16) —Swimming pool skimmer(s) shall have deck openings. ELECTRIC RETURN LINES (1) ATMOSPHERIC VENT CONNECTED 17) —Electrical hook—up of pool equipment, rails, boxes, etc and grounding PANEL WATERPROOF BRANCH LINE SCH 40 PVC BETWEEN 30" AND 48" BELOW WATERLINE of deck steel shall be in accordance with the National Electrical 1 1/2" DIA REQ'D Code and all applicable state and local building codes by a licensed DISCONNECT electrical contractor. /-PUMP MOTOR ABOVE FILTER TiME CLOCKGROUND WV WEATHER • 18) —Install 12 volt light. When allowed by local code. Higher voltage shall be PROTECT] HOUSING HOSE 7 GFI protected per NEC. At Installers option Fiberoptic Lighting may be used. BIBB 19) —If the slope from shallow end to deep end is more than 1:7 MANUAL MOTOR a safety rope shall be provided when required. STARTER SWITCH 20) —Supports and steps shall be properly reinforced and of sufficient NO. 12 MIN. THW BOND WIRE RECIRCULATION PUMP structural strength to safely carry all anticipated loads. SFF W/ HAIR & LINT 3—N0. 12 IN 3/4" SCH 40 PVC SKIMMER NOJ�, STTRAINER 21) —All pipe to be PVC schedule40 suitable for potable water, or to IN POOL AREA SEE NOTE '3'- S local code. 22) —Direct suction pipes from the pool shall have Secondary Reliefs. ELECTRICAL DIAGRAM PRESSURE TO POOL 2 MAIN DRAINS Wf VENT OPTION 23) —Max. velocity in pressure piping to be 10' per second. NTS GAUGE NTS 24) —Max. velocity in suction piping to be 8' per second. / ?' ANTI—VORTEX NOTES: MAIN DRAIN VENT " —� / ? (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. / MINIMUM SE'ARATiON OF LINES ENTERING POOL SHALL BE 10 FT. / RETURN LINES (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN SCH 40 PVC TO 18" FROM EQUIPMENT. RETUPN LINES (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. co FILTER SEE MOTE '1' SVRS (4) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE POOL. SCH 40 PVC 0O HOSE 1 1/2" DIA REQ'D (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. LIP BIBB \ (6) MAIN DRAINS iviUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. 2 POOL DECK 6" � WATER LINE RECIRCULATION PUMP W/ HAIR & LINT PAVERS ONCRETE FOOTER STRAINER 4" CONC. SLAB W/ 6x6, #10/10WWM OR EQUAL EXTENDING 3FROM WATERS W/ 2 #4 REBAR EDGE BONDED TO BONDING GRID OPTIONAL 6" TILE 12„ BONDED W/ #8 COPPER W/ #�8 SOLID COPPER 3/8" FIBERGLASS POOL SHELL SVRS OPTION 2500 PSI CONCRETE MIN. NTS NOTES: PLACE CONCRETE DECK ABOVE AND SLOPE 1 BELOW POOL 45' SHOVEL CUT (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. /8" PER FT MSN MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. ALTERNATE COPING DETAIL WATERLINE • : . (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN : . .; '• .;.•.::.;: TO 18" FROM EQUIPMENT. ' ,,•.• • . ••: „': ' • "' 8" NOT TO SCALE (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. a (4) SKIMMER AND MAIN DRAIN MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. SKIMMER AND MAIN DRAIN MUST NOT BE VALVED SEPARATELY. (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. FIBERGLASS SHELL COMPACTED BED FOR PAVERS ' `•' SAND BACKFILL 6" MINtill (12" MIN FOR EXPANSIVE SOILS '`'' AS REQ'D :< 1 LL X t" O� N EDGE OF WATER TO EDGE OF DECK U Q . �4' MIN OPTIONAL TIO NAL WALL SECTION 0 N Z � * l.tM�`s. • ;, a 1.900" OD STAINLESS OPTIONAL COATING "h NOT TO SCALE ' ' STEEL TUBING 5" 1.900 O.D. STAINLESS a tr 1 d STEEL TUBE 4 DECK W/6X6,10X10 MESH OR EQUAL EXTENDING 3' FROM VALID ONLY n9100� '�i 10 a AS REQ'D BONDWATERNG EGRID W/ #8 SODGEBONDED �ID WET SEALS `�FESSIQ��� �-- 8" COPPER 2500 PSSI CCONCRETE MIN. C I 0 8 2015 , —( — LOP AT 1/4' PER F00� JAN N DECK \ DECK GRADE—\ N AND HAND RAIL WEDGE ANCHOR 71 Z a HOLD OVER 1ST STEP i - 3 STD. 4" SLAB r( EDGE —WATER LEVEL cD f oCo WATER LINE o ANCHOR (TYP) WATER LEVEL i•' 6-1/2" ° FOR CLAY OPTIONAL 6" TILE Q PLACE CONCRETE DECK ABOVE AND 1 4» Z BELOW POOL WALL LIP W/ 45' SHOVEL CUT SLIP RESISTANT ADOBE SOIL W SURFACE 8.. ONLY ____—,WHITE OR LIGHT PASTEL o #8 GROUND WIRE U) RUN 10" MIN. PLACE CONCRETE DECK ABOVE ANDMANUFACTURER STIFFENED AND U PLACE CONCRETE DECK ABOVE AND BELOW POOL WALL LIP W/ 45' SHOVEL CUT f— REINFORCED FIBER GLASS POOL NOTES: REV DESCRIPTION DATE APRV RISER 12" MAX BELOW POOL WALL LIP W/ 45' SHOVEL CUT POOL DESIGN CONFORMS TO THE FOLLOWING: z # 12" MIN CLEAN SAND AECC/SAN JUAN POOLS 8 WIRE GROUND BOND TO 1 ANSI/NSPI-3, 5, 7, 15 AROUND ENTIRE SHELL WIRE MESH IN DECK AND --� 0100NEW REPORTER YORK S ATEBBUILDING CODE. BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. SLIP RESISTANT FOR EXPANSIVE SOILS NEAREST STRUCTURAL STEEL. TREADS FIBERGLASS POOL WALL WORST CASE SENARIO 2006 INTERNATIONAL BUILDING CODE. 2302 LASSO LANE 2006 INTERNATIONAL RESIDENTIAL CODE. LAKELAND, FLORIDA 33801 CLEAN COMPACTED FILL 863 666-3020 RUBBER BUMPER 2006 UNIFORM PLUMBING CODE ( ) w NFPA 70 I7dte Checked By Job No. E STEP HANDRAIL SECTION LADDER SECTION WALL SECTION 06-28-11 KLB 0023-15 EI NOT TO SCALE NOT TO SCALE NOT TO SCALE SPECIFICATIONS DETAILS c Title Sheet •� / 2of2 0 0 Q U (9 61-111 6'-10" COVE — 6SQ HAVEN — 60CT WEIGHT: 225 LBS AREA: 26 SQ FT WEIGHT: 240 LBS PERIMETER: 21 FT AREA: 30 SQ FT VOLUME: 300 GAL PERIMETER: 20 FT VOLUME: 350 GAL 2'-11" ISLE — 8RD GRANDE — 80CT WEIGHT: 300 LBS WEIGHT: 260 LBS , 39 SQ FT PERIMETER: 24 FT AREA: 44 SQ FT PERIMETER: 24 FT VOLUME: 500 GAL VOLUME: 550 GAL F- 101-31' 3'-2" 8'-10" 15'-6" 10'-6" ROYALE — 10K I WEIGHT: 320 LBS Q FT SARASOTA — 9R PERIMETER: 43 26 FT WEIGHT: 390 LBS VOLUME: 700 GAL AREA: 54 SQ FT PERIMETER: 26 FT VOLUME: 750 GAL 8'-4" 10'-10" 3'-7" NASSAU — l0KL WEIGHT: 360 LBS AREA: 51 SQ FT PERIMETER: 28 FT MONTREAL — 730 VOLUME: 750 GAL WEIGHT: 550 LBS AREA: 99 SQ FT PERIMETER: 39 FT VOLUME: 2100 GAL 11' 7'-3" ol 3'-5" 01 31-9" .01 01, co LIDO — 7SQ u- ID WEIGHT: 310 LBS AREA: 52.5 SQ FT �N PERIMETER: 29.5 FT ca VOLUME: 400 GAL 18'-2" M Z U) VANCOUVER — 734 WEIGHT: 750 LBS 1 a , AREA: 120 SQ FT co PERIMETER: 46 FT !A � N VOLUME: 2050 GAL NOTES: VALID o POOL DESIGN CONFORMS TO THE FOLLOWING: �' _4s: REV DESCRIPTION DATE APRV WETA -��tr1pC►"1 r4 3 ANSI/NSPI-3, 5, 7, 15 a 31911 01 0 2010 NEW REPORTER 8 YORK STATE BUILDING CODE. AECC/SAN JUAN POOLS 2006 INTERNATIONAL BUILDING CODE. 2006 INTERNATIONAL RESIDENTIAL CODE. ,�aN O 2015 BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. } 2006 UNIFORM PLUMBING CODE 2302 LASSO LANE NFPA 70 LAKELAND, FLORIDA 33801 r (863) 666-3020 U N o o Dmte Checked By .rob No. C SEPT. 2008 KLB 0023-15 C l9 Titae RESIDENTIAL SPAS leof 2 E a nl E N m C 3 m U_ C7 SKIMMER GENERAL CONSTRUCTION NOTES: SEE NOTE S 1) -Spa installation shall be by a qualified and licensed (approved by local building department and San Juan pools) pool contractor. The installation shall conform to all state and local building codes, as well as tenants of any association with Jurisdiction. 2) —This drawing is prepared for below ground installation on level sites only. For partially or completely above ground installation, sloping sites, near foundations or other special circumstrances, other engineering analysis 2 and details are required. SKIMMER 3) -water supply and disposal shall be so arranged that there is no sF SEE NOTE '3'-\ cross connection with domestic service. ANTI—VORTEX 0-100PSi 4) —Main drain cover to be certified as complient with ANSI/ASME TO POOL MAIN DRAIN PRESSURE GAUGE MAIN DRAIN TO POOL 5) A112.19.8M-1987 securely fastened in place. � 0-100PSf / -Filtration systems, components and equipment shall comply with the latest PRESSURE VENT revision of ANSI/APSP-7 2009. GAUGE ANTI—VORTEX (3) —Entire spa water capacity shall have designed turn over capacity of VENT ?� MAIN DRAIN RETURN LINES at least once per hour, based on the manufacturer's specified rate of the filter �� / SCH 40 PVC in a clean media condition of the filter. RETURN L RETURN LINES (1) FILTER SEE NOTEI'1 S 7 -All electric shall conform to N.E.C. No overhead wires shallpass within 1 1 SCH 40 PVC SCH 40 PVC2 22.5 feet of spa. 1/2- DIA REQ'D HOSE 1 1/2" DIA REQ'D SVRS BIBS 8) -Concrete shall be 2500 psi at 28 days. Spa bottom to be placed in FILTER 4" Min. of sand. Conc. Slab to have 6x6, #10/10wwm suspended in concrete HOSE--,,,,, bonded to bonding grid with approved listed devices and #8 solid copper. BIBB RECIRCULATION PUMP 9) -Install 12 volt light. When allowed by local code. Higher voltage shall be W/ HAIR & LINT SVRS OPTION GFI protected per NEC. At Installers option Fiberoptic Lighting may be used. STRAINER NTS 10) -Supports and steps shall be properly reinforced and of sufficient w,HAIRL&GLINT UMP NOTES: structural strength to safely carry all anticipated loads. STRAINER (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. 11) -All pipe to be PVC schedule40 suitable for potable water or equivalent, (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN or per local code. 2 MAIN DRAINS OPTION To 18" FROM EQUIPMENT. NTS (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. 12) -Max. velocity in pressure piping to be 8' per second. (4) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. 13) -Max. velocity in suction piping to be 6' per second. NOTES: MAIN DRAINS CAN NOT BE VALVED SEPARATELY. 14 -A disconnect switch shall be accessible, located within p sight of spa and (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. g MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. shall be located at least five feet (5) horizontally from the inside walls (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN of the spa. TO 18' FROM EQUIPMENT. (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. (4) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE POOL. (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. NOtTIMECLOCK 12 MINTW BOND WIRE SKIMMER ELECTRIC PANEL WATERPROOFDISCONNECT SWITCHAIR COMPRESSOR (OPTIONAL) T ical ro erties of a REINFORCED FIBERGLASS s a: AND PUMP OTOR ABOVE YP P P P GROUND W/ 0-100PSI Barcol hardness of 30 mil gel coat 40 - 50 MANUAL MOTOR PRESSURE Glass content b weight 27% TO POOL y 9 STARTER SWITCH GAUGE Tensile strength, PSI at 77 F 19,500 2 Tensile elongation 1 % NO. 12 MIN. THW BOND WIRE / Flexural strength, PSI at 77 F 23,800 - 27,600VENT Flexural modulus, PSI x 10 at 77 F 0.72 - 0.77 3-No. 12 IN 3/4" SCH 40 PVC / Izod Impact FT-LBS/Inch of notch 5.9 IN POOL AREA Compressive strength, PSI 25,000 to 38,000 RETURN LINES `L Typical thickness inches 3/8" SSEE NOTE '1' CH 40 PVC ELECTRICAL DIAGRAM FILTER 1 1/2" DIA REQ'D NTS HOSE--,,,-., ?' NOTES: (1) GROUND ALL BOXES, MOTERS, GRAB RAILS, METAL WALLS, ETC. WITH NO. 8 SOLID BOND WIRED. RECIRCULATION PUMP (2) WATERPROOF DISCONNECT SHALL BE ACCESSIBLE, LOCATED WITHIN SIGHT OF THE SPA AND SHALL W/ HAIR & LINT BE AT LEAST 5 FT HORIZONTALLY FROM THE INSIDE WALLS OF THE SPA. STRAINER (3) SPA LIGHT TO BE GFI PROTECTED WITH 12V TRANSFORMER TO LOW VOLTAGE LIGHTING. NON—MAIN DRAIN OPTION N TS NOTES: (1) RETURN INLETS AND SUCTION OUTLETS SHALL BE PROVIDED AND ARRANGED TO PROVIDE A UNIFORM CIRCULATION OF WATER AND MAINTAIN A UNIFORM SANITIZER RESIDUAL THROUGHOUT THE ENTIRE SPA. 3 MIN. (2) SUMP LINE (WHEN REQ'D) TO BE 2' SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN t TO 18" FROM EQUIPMENT. xOPTIONAL COATING .� 7 N 4'DECK W/6X810X10 WIRE MESH ,t•T:,a�; T: c6 OR FEEPoME9H 2500 P31 CONCRETE MIN 3-1/2" HAND HOLD EDGE POURED IN PLACE WITH DECK �... I � `° �i� l® ONLYcr-s� � o COPPER BOND AROUND ENTIRE z PERIAAETER 1S'TO 24'FROM WATERS EDG1E ,,. N SLOPE AT 1/4' PER FOOT7 LIP �� '� -AP,E GRADE I ! + FESS�O a I �t POOL DECK 6 ,, . WATER LINE " << 01 -- JAN 2015 6-1/2- ;3 8" OPTIONAL 6" TILEj FOOTER AS REQ'D 4' DECK W/ 6X61OX10 WIRE MESH 1—#5 CONT. or WHITE OR LIGHT PASTEL )R FIBERMESH 2500 PSI CONCRETE MIN NOTES: 2—#3 CONT. : . : . SOLID COPPER BOND AROUND ENTIRE \7n PTIONAL 6" TILE MANUFACTURER STIFFENED AND METER 18 TO 24 FROM WATERS EDGE \-FIBERGLASS REINFORCED SPA SHELL a • ' � REINFORCED FIBER GLASS SPA ' POOL DESIGN CONFORMS TO THE FOLLOWING: PLACE CONCRETE DECK ABOVE AND ANSI/NSPI-3, 5, 7, 15. BELOW POOL WALL LIP W/ 45' SHOVEL CUT PLACE CONCRETE DECK ABOVE AND 0100NEREPORTER 02/ W YORK STATE BUILDING CODE. N BELOW POOL 45' SHOVEL CUT REV 2006 INTERNATIONAL BUILDING CODE. DESCRIPTION DATE APRV n 1' 2006 INTERNATIONAL RESIDENTIAL CODE. z 2006 UNIFORM PLUMBING CODE NEPA 70 AECC/SAN JUAN POOLS ALTERNATE COPING DETAIL BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. a° CLEAN COMPACTED FILL NOT TO SCALE 2302 LASSO LANE LAKELAND, FLORIDA 33801 y (941) 666-3020 WALL SECTION NOT TO SCALE ID Date Checked By Job No. n CD s 09-16-08 KLBI 0023-15 N o, Tztt RESIDENTIAL SPA SPECS. S 20f2 6 MAXIMUM ANCHOR PULL PER '11000 // • DEPTH ANCHOR SIZE c� OF BURY FEET 16"X 16"X6" 2'X2'X82.5X 2. � X 103X3X ►� r r I , , 1 POOL COPING - — 4 2 3.4 4. , 6.2 _ 3 5 6.7 8.6 4 6 8 q 1 1 .5POOL LIFTING RING 8 B•� � 1 1 .8 18.7 r---+ \ ;y 9 10.6 23 FIBERGLASS W POOL SHELL H-D. GALV. -- CHNN FASTENED TO ITS('LF Wj GALV. BCL.T I Gj NUl . H Q TYPI (,'.. ALDETAI ( 7) a " CONCRETE DECK w/ 6x6x t0 w.w.►1 I,- THICKENED EDGE w GRDLIND / ( I ) ' S' REF�AR CONTINUOUS trJUOUS - a a 4 ° i_IFTING RING v _ GRADE 1 1/2" DIAHETER WATER LEVEL -71 Q IAMIr•JATED TO POOL --,"'�- ��' \� ' ' /�'�' ��� v - DEEPEN CONC. n- I.IFTINc; RIr�G \��/\ /\\ /\\� I DECK a TIE 43 0 S.AKIE AS DOTr0►:I \� /,� COMPACTED FILL POOL - rx� OR ROCK TIE - DOW1\� C , � TOTAL FIBERGLASS P00 . — t -- 7/ 16" WIRE ROPE ENCASED .� N %, - 8 ,000# TEST UP :.) 8000 GAL. POOL _ 1`` IN r.�Ir� 2^ scH qo r-vC ? I FILLED Wj PORTI-AND L 1 ,000// TEST EO(� ' ":. ,000 GAL. ETC. :t►,ENT GROUT. - - STRENGTH I .._... BASED _ -AR SEN �� Irl � QnLTS 511��rt SIL S7�RENG THRU LIF-rIrJG R \ L b r 2s. SArJD Br+CK FILL / � � FASTENED w/ H D. 1 � - �4 GALV. BOL NUT _ �t POOL SHELL -- --I ij\�� t •1 \�� O L� O o0 CABI.E CL.A)APS 16"x 16"x6" PREFABRICATED • CONCRETE BLOCK W/J5 REBAR - - -- ~� J )AIN. CLAMPS 0 6 O.C. BOTH WAYS 12 \/� GALV. THEAORED J-BOLTS HOOKED SAND IAYER r, UNDER STEEL MAT. Cl-tAIN FASTENED '� �-'-� Cj �\,� TO J-BOLT H.D. GALV. NUT. C) FILTER FAFIRIC Q ; BARRIER loo PEA GRAVEL L BURY DEPTH � WIRE BRUSH CLEAN do COA1 4'1! _ T ) �--- COLD GALVAriI�'IrJ�' COMPOUND < ( � c):) SCREW ANCHOR TO 3 ►�rl U L ` `> `i �% �.' �y �• 'ti/� y ��, � � �,.:'\,:_\' -- : IN V ZONE, 48- 5/8' ROD l. . DRY f►L1�f TtIICF:rJES;; lalri U �� \/\ \, j PRIOR T() I N S T t.L i-AT 101 J �j h \\�\ NOT IN ROCK COMPACTED FILL \.� <� OR. ROCK . . _ U a c\1 —� 6" DISC U w � TYPICAl �' _ TYPICALECT LLJ m_ � C SUTIONICN NOT TO SCALE 1\IOT TO. SCAi_ C - rl I,E: 0 SAN JUAN P001-S J013 Nv1��DER VALID O . �na� PUT DAr E: WET SE . FES _ JAN os 20» 0� dC� os' 1 SUM': . -----.